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Old Town Arts Center-Combined PlansCOPPELL ARTS CENTERCOPPELL, TEXAS35% DESIGN DEVELOPMENTISSUE FOR CONSTRUCTION - CHANGE ORDER 0118 SEPTEMBER 2018ARCHITECTCORGAN ASSOCIATES, INC.401 N. Houston StreetDallas, TX 75202Kirk Johnson, AIA, LEED Fellow / Michael Tomaso, RAkirk.johnson@corgan.com / michael.tomaso@corgan.com214.748.2000CIVIL / LANDSCAPEPACHECO KOCH7557 Rambler Road, Suite 1400Dallas, TX 75231Ashley Reynolds, PE / Anne Harman, RLAareynolds@pkce.com / aharman@pkce.com972.235.3031ACOUSTICS / AUDIO/VIDEOJAFFE HOLDEN1111 North Loop West Fwy, Suite 520Houston, TX 77008Carlos Rivera / Nicholas Correa, CTScrivera@jaffeholden.com / ncorrea@jaffeholden.com713.807.7100THEATRESCHULER SHOOK325 North Saint Paul, Suite 3250Dallas, TX 75201Alex Robertsonarobertson@schulershook.com214.272.0701STRUCTURALL.A. FUESS PARTNERS, INC.3333 Lee Parkway, Suite 300Dallas, TX 75219Ann-Marie McSweeney, PEamcsweeney@lafp.com214.871.7010MEP/FPTLC ENGINEERING FOR ARCHITECTURE4131 N. Central Expressway, Suite 200Dallas, TX 75204Benjamin Cole, PEben.cole@tlc-eng.com214.540.5900 DATEJOBISSUES9/18/2018 10:32:00 PMG00-00SHEET INDEX05.01.201817008.000009.18.2018G00-00SHEET INDEX2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B.REVISIONSA 05.21.2018 IFP ADDENDUM 01SHEET #SHEET NAMEISSUE FOR PERMIT - 05.01.2018ISSUE FOR PERMIT ADDENDUM 01 - 05.21.2018ISSUE FOR CONSTRUCTION - 09.18.2018CHANGE ORDER 01 - 09.18.2018COVER COVER SHEET● ●G00-00 SHEET INDEX● ●G00-01 STANDARDS AND SYMBOLS●G01-01 LIFE SAFETY PLAN - MAIN LEVEL●G01-02 LIFE SAFETY PLAN - TECHNICAL MEZZ.●G01-03 LIFE SAFETY PLAN - CATWALKS●G01-04 LIFE SAFETY PLAN - UPPER HALLG01-10 LIFE SAFETY SECTIONS●C0.0 COVER SHEET●C1.1 DEMOLITION PLAN●C2.0 DIMENSIONAL CONTROL PLAN●C2.1 DIMENSIONAL CONTROL PLAN●C3.1 GRADING PLAN●C4.1 EXISTING DRAINAGE AREA MAP●C4.2 PROPOSED DRAINAGE AREA MAP●C5.1 STORM SEWER PLAN & PROFILE●C5.2 STORM SEWER PLAN & PROFILE●C5.3 HYDRAULIC CALCULATIONS●C6.1 WATER & SANITARY SEWER PLAN●C7.1 PAVING PLAN●C7.2 PAVING DETAILS●C8.1 EROSION CONTROL PLAN●C8.2 EROSION CONTROL DETAILS●L0.00 SHEET INDEX●L1.00 OVERALL LAYOUT PLAN●L1.01 LAYOUT PLAN●L1.02 LAYOUT PLAN●L1.03 LAYOUT PLAN●L1.04 LAYOUT PLAN●L1.05 LAYOUT BID ALTERNATE●L1.06 HARDSCAPE DETAILS●L2.00 OVERALL PLANTING PLAN●L2.01 PLANTING PLAN●L2.02 PLANTING PLAN●L2.03 PLANTING PLAN●L2.04 PLANTING PLAN●L2.05 PLANTING BID ALTERNATE●L2.06 PLANTING DETAILS●L3.00 OVERALL IRRIGATION PLAN●L3.01 IRRIGATION PLAN●L3.02 IRRIGATION PLAN●L3.03 IRRIGATION PLAN●L3.04 IRRIGATION PLAN●L3.05 IRRIGATION BID ALTERNATE●L3.06 IRRIGATION DETAILS●A00-01A SITE PLAN - BASE BID●A00-01B SITE PLAN - FULL BUILD●A00-02 ENLARGED SITE DETAILS●A01-00 WALL & PARTITION TYPES●A01-01P FLOOR PLAN - ACOUSTICALLY CRITICAL PARTITONS●A02-01 OVERALL FLOOR PLAN - MAIN LEVEL●A02-01B OVERALL FLOOR PLAN - SLAB GEOMETRY●A02-02 OVERALL FLOOR PLAN - TECHNICAL MEZZ.●A02-03 OVERALL FLOOR PLAN - CATWALK LEVEL●A02-04 OVERALL FLOOR PLAN - UPPER HALL & LOW PARAPET●A02-05 ROOF PLAN●A02-06 OVERALL REFLECTED CEILING PLAN - MAIN LEVEL●A02-06B OVERALL REFLECTED CEILING PLAN - DUCT LINER●A03-00 FLOOR PLAN - HALL - UNDERFLOOR●A03-01 FLOOR PLAN - HALL - MAIN LEVEL●A03-01B FLOOR PLAN - HALL - FLOOR GEOMETRY●A03-01C FLOOR PLAN - HALL - ALTERNATE #4●A03-02 FLOOR PLAN - HALL - TECHNICAL MEZZ.●A03-03 FLOOR PLAN - HALL - CATWALKS●A03-04 FLOOR PLAN - HALL - UPPER HALL●A03-05 FLOOR PLAN - HALL - ROOF●A03-06 REFLECTED CEILING PLAN - HALL●A03-07 REFLECTED CEILING PLAN - HALL TECHNICAL MEZZ. & FOLLOW SPOT●A03-07B REFLECTED CEILING PLAN - UPPPER HALL - ALTERNATE #4●A03-08 FLOOR PLAN - BLACK BOX - MAIN LEVEL●A03-09 FLOOR PLAN - BLACK BOX - TECHNICAL MEZZ.●A03-10 FLOOR PLAN - BLACK BOX - CATWALKS●A03-11 REFLECTED CEILING PLAN - BLACK BOX●A03-12 REFLECTED CEILING PLAN - BLACK BOX TECHNICAL MEZZ.●A03-13 FLOOR PLAN - MULTIPURPOSE●A03-14 REFLECTED CEILING PLAN - MULTIPURPOSE●A03-15 FLOOR PLAN - LOBBY●A03-16 REFLECTED CEILING PLAN - LOBBY●A03-17 ENLARGED PLANS - RESTROOMS & DRESSING●A03-18 FINISH FLOOR PLAN - RESTROOMS & DRESSING●A03-20 VERTICAL CIRCULATION DETAILS●A03-21 VERTICAL CIRCULATION DETAILS●A04-01 EXTERIOR ELEVATIONS●A04-02 MASONRY ELEVATIONS●A04-03 MASONRY ELEVATIONS●A04-04 UPPER ROOF ELEVATIONS●A04-11 ELEVATIONS - HALL●A04-12 ELEVATIONS - HALL●A04-13 ELEVATIONS - STAGE●A04-14 ELEVATIONS - BLACK BOX●A04-15 ELEVATIONS - MULITPURPOSE●A04-16 ELEVATIONS - LOBBY●A04-21 ELEVATIONS - HALL CATWALKS●A04-21B ELEVATIONS - HALL CATWALKSA04-22 ELEVATIONS - BLACK BOX CATWALKS●A04-23 ELEVATIONS - BLACK BOX CATWALKS●A04-24 ELEVATIONS - STAGE CATWALKS●A04-25 ELEVATIONS - STAGE CATWALKS●A04-30 ELEVATIONS - RESTROOM & DRESSING●A05-01 BUILDING SECTIONS●A05-02 BUILDING SECTIONS●A05-03 BUILDING SECTIONS●A05-04 BUILDING SECTIONS●A05-10 WALL SECTIONS - TYPICAL EXTERIOR●A05-11 WALL SECTIONS - HALL NORTH/SOUTH●A05-12 WALL SECTIONS - HALL NORTH/SOUTH●A05-13 WALL SECTIONS - HALL EAST/WEST●A05-14 WALL SECTIONS - TYPICAL OPENINGS●A05-15 WALL SECTIONS - LOBBY●A05-16 WALL SECTIONS - MULTIPURPOSE●A05-17 WALL SECTIONS●A05-20 WALL SECTIONS - SCREEN WALLS●A06-01 PLAN DETAILS - EXTERIOR●A06-02 PLAN DETAILS - EXTERIOR●A06-10 SECTION DETAILS - EXTERIOR●A06-11 SECTION DETAILS - EXTERIOR●A07-00 CATWALK DETAILS●A07-01 HALL DETAILS●A07-02 HALL DETAILS●A07-03 HALL DETAILS●A07-10 LOBBY DETAILS●A07-20 MILLWORK DETAILS●A07-21 MILLWORK DETAILS●A08-01 DOOR & FRAME DETAILS●A08-10 ACOUSTIC WINDOWS●A08-11 CURTAIN WALL ELEVATIONS●A08-12 CURTAIN WALL & WINDOW ELEVATIONS●A09-00 FINISH SCHEDULE, NOTES & LEGENDS●A09-01 FINISH FLOOR PLAN - MAIN LEVEL●A09-02 FINISH FLOOR PLAN - TECHNICAL MEZZ.●A09-03 FLOOR TRANSITION DETAILS●A09-10 SIGNAGE TYPES, NOTES, & DETAILS●A09-11 SIGNAGE PLAN - MAIN LEVEL●A09-12 SIGNAGE PLAN - TECHNICAL MEZZ.●A09-13 SIGNAGE PLAN - CATWALKS●S06-01 GENERAL NOTES●S06-02 COMPONENTS AND CLADDING WIND DIAGRAM AND SOSI●S06-03 AXONOMETRICS06-04 AXONOMETRICS06-11 FOUNDATION PLAN● ●S06-12 MEZZANINE LEVEL FRAMING PLAN● ●S06-13 CATWALK LEVEL FRAMING PLAN● ●●●●●●●●●●●●●●●●●●01 - GENERAL02 - CIVIL03 - LANDSCAPE04 - ARCHITECTURE●●●●●●●●●●●●05 - STRUCTURAL●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●SHEET #SHEET NAMEISSUE FOR PERMIT - 05.01.2018ISSUE FOR PERMIT ADDENDUM 01 - 05.21.2018ISSUE FOR CONSTRUCTION - 09.18.2018CHANGE ORDER 01 - 09.18.2018S06-14 LOW ROOF FRAMING PLAN●●S06-15 HIGH ROOF FRAMING PLAN●S06-16 FRAME ELEVATIONS●S06-30A ALTERNATE FOUNDATION PLAN & DETAILS●S06-31 TYPICAL CONCRETE DETAILS●S06-32 TYPICAL CONCRETE DETAILS●S06-33 FOUNDATION DETAILS●S06-34 FOUNDATION DETAILS●S06-35 FOUNDATION DETAILS●S06-36 WALL ELEVATIONS●S06-37 WALL ELEVATIONS●S06-41 TYPICAL MASONRY DETAILS●S06-42 MASONRY SCHEDULE●S06-51 TYPICAL STEEL DETAILS●A06-52 TYPICAL STEEL DETAILS● ●A06-53 FLOOR FRAMING DETAILS● ●A06-54 ROOF FRAMING DETAILS●A06-55 ROOF FRAMING DETAILS● ●S06-61 WIND BRACE ELEVATIONS●S06-62 TRUSS & BRACE CONNECTIONS●M00-01 MECHANICAL LEGEND, GENERAL NOTES, & SHEET INDEX●M02-00 MECHANICAL UNDERFLOOR PLAN●M02-01 MECHANICAL OVERALL - MAIN LEVEL●M02-01A MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A●M02-01B MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B●M02-01C MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C●M02-01D MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D●M02-01E MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E●M02-02 MECHANICAL OVERALL - TECHNICAL LEVEL●M02-02C MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C●M02-02D MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D●M02-02E MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E●M02-03D MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - ALTERNATE #4●M02-04 MECHANICAL ROOF PLAN - DUCTWORK●M06-01 MECHANICAL SCHEDULES● ●M07-01 MECHANICAL CONTROLS●M07-02 MECHANICAL CONTROLS●M08-01 MECHANICAL DETAILS●E00-01 ELECTRICAL LEGEND & SHEET INDEX●E00-02 ELECTRICAL GENERAL NOTES●E01-01 ELECTRICAL SITE PLAN●E02-01 ELECTRICAL FLOOR PLAN - MAIN LEVEL - POWER●E02-01A ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - POWER●E02-01B ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - POWER●E02-01C ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - POWER●E02-01D ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - POWER● ●E02-01E ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - POWER●E02-02 ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - POWER●E02-02C ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - POWER●E02-02D ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - POWER●E02-02E ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - POWER●E02-03 ELECTRICAL FLOOR PLAN - CATWALK LEVEL - POWER●E02-03D ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D - POWER●E02-03E ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - POWER●E03-01A ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - LIGHTING● ●E03-01B ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - LIGHTING● ●E03-01C ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - LIGHTING●E03-01D ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - LIGHTING●E03-01E ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - LIGHTING●E03-02C ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - LIGHTING●E03-02D ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - LIGHTING●E03-02E ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - LIGHTING●E03-03D ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D - LIGHTING●E03-03E ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - LIGHTING●E05-01 ELECTRICAL ENLARGED PLANS●E06-01 ELECTRICAL SCHEDULES●E06-02 ELECTRICAL SCHEDULES● ●E06-03 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL● ●E06-04 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL●E06-05 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL●E06-06 ELECTRICAL PANEL BOARD SCHEDULES - AV●E06-07 ELECTRICAL PANEL BOARD SCHEDULES - THEATRE●E06-08 ELECTRICAL PANEL BOARD SCHEDULES - STAND-BY●E07-01 ELECTRICAL ONE-LINE DIAGRAM - NORMAL● ●E07-02 ELECTRICAL ONE-LINE DIAGRAM - STAND-BY●E08-01 ELECTRICAL DETAILS●E08-02 ELECTRICAL DETAILS●ET0-001 THEATRE ADVISORY INFORMATION●ET0-010 THEATRE ELECTRICAL LEGEND, NOTES, AND DETAILS●ET0-011 THEATRE ELECTRICAL DETAILS●ET0-012 THEATRE ELECTRICAL SCHEDULES●ET0-013 THEATRE ELECTRICAL SCHEDULES●ET0-014 THEATRE ELECTRICAL SCHEDULES●ET0-015 THEATRE ELECTRICAL SCHEDULES●ET0-016 THEATRE ELECTRICAL FIXTURE SCHEDULE● ●ET0-101 THEATRE ELECTRICAL PLAN POWER & PANEL, THE HALL, STAGE LEVEL●ET0-102 THEATRE ELECTRICAL PLAN POWER & PANEL, THE HALL, CATWALK & GALLERY LEVEL●ET0-103 THEATRE ELECTRICAL PLAN, POWER & PANEL, THE HALL, BOOTHSET0-111 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, STAGE LEVEL●ET0-112 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, REAR CORRIDOR● ●ET0-115 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, CATWALK LEVEL●ET0-116 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL BOOTHSET0-117 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN RCP, THE HALL, STAGEET0-131 THEATRE ELECTRICAL HOUSE LIGHTING THE HALL●ET0-151 THEATRE ELECTRICAL POWER FOR AISLE LIGHTING PLAN●ET0-311 THEATRE ELECTRICAL WORK AND RUNNING LIGHT SECTIONS, THE HALL, STAIRWELLS● ●ET0-501 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, STAGE LEVEL●ET0-502 TEHATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CONTROL BOOTH LEVEL●ET0-505 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CATWALK LEVEL●ET0-511 THEATRE ELECTRICAL WORK AND RUNNING LIGHT, BLACK BOX, STAGE LEVEL●ET0-512 THEATRE ELECTRICAL WORK AND RUNNING LIGHT, BLACK BOX, CONTROL BOOTH LEVEL●ET0-515 THEATRE ELECTRICAL WORK AND RUNNING LIGHT, BLACK BOX, CATWALK LEVEL●ET0-715 THEATRE ELECTRICAL PLAN POWER & PANEL PREFUNCTION SPACE● ●ET0-915 THEATRE ELECTRICAL PLAN POWER & PANEL MULTI-PURPOSE ROOM●P00-01 PLUMBING LEGEND, GENERAL NOTES, & SHEET INDEX●P01-01 PLUMBING SITE PLAN●P02-00 PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - OVERALL●P02-00A PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT A●P02-00B PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT B●P02-00C PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT C●P02-00D PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT D●P02-00E PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT E●P02-01A PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT A●P02-01B PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT B●P02-01C PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT C●P02-01D PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT D●P02-01E PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT E●P02-02C PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C●P02-02D PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D●P02-02E PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E●P02-03A PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT A●P02-03B PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT B●P02-03C PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT C●P02-03D PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT D●P02-03E PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT E●P02-04 PLUMBING ROOF PLAN●P06-01 PLUMBING SCHEDULES●P07-01 PLUMBING RISER DIAGRAMS●P07-02 PLUMBING RISER DIAGRAMS●P08-01 PLUMBING DETAILS●FP00-01 FIRE PROTECTION GENERAL NOTES, DETAILS & SHEET INDEX●FP02-01 FIRE PROTECTION FLOOR PLAN - OVERALL●T00-01 TECHNOLOGY LEGEND, GENERAL NOTES, & SHEET INDEX●T01-01 TECHNOLOGY SITE PLAN●T02-01 TECHNOLOGY FLOOR PLAN - MAIN LEVEL●T02-02 TECHNOLOGY FLOOR PLAN - TECHNICAL LEVEL●T02-03 TECHNOLOGY FLOOR PLAN - CATWALK ●T07-01 RISER DIAGRAM - TECHNOLOGY●T07-03 ENLARGED PLANS - TECHNOLOGY●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●08A - PLUMBING09 - TECHNOLOGY08B - FIRE PROTECTION06 - MECHANICAL07A - ELECTRICAL07B - ELECTRICAL THEATRE●●●SHEET #SHEET NAMEISSUE FOR PERMIT - 05.01.2018ISSUE FOR PERMIT ADDENDUM 01 - 05.21.2018ISSUE FOR CONSTRUCTION - 09.18.2018CHANGE ORDER 01 - 09.18.2018T08-01 TECHNOLOGY DETAILS●T08-02 TECHNOLOGY DETAILS●AV0-00 GENERAL NOTES●AV0-01 AV SYMBOLS●AV0-02 AV TECHNICAL POWER●AV0-03 SCHEDULE OF TERMINATIONS●AV0-31 AV SIGNAL FLOW 1●AV0-32 AV SIGNAL FLOW 2●AV1-01 AV FLOOR PLAN - LEVEL ONE●AV3-01 AV REFLECTED CEILING PLAN - LEVEL ONE●AV3-02 AV REFLECTED CEILING PLAN - TECHNICAL LEVEL●AV4-01 AV MULTIPURPOSE ROOM DETAIL●AV4-02 AV THEATER DETAIL - LEVEL ONE●AV4-03 AV THEATER DETAIL - TECHNICAL LEVEL●AV4-04 AV THEATER DETAIL - CATWALK LEVEL●AV4-05 AV THEATER DETAIL - LOUDSPEAKER DETAIL●AV4-06 AV DETAIL - EXTERIOR GARDEN●AV6-01 AV THEATER SECTIONS●AV6-02 AV MULTIPURPOSE SECTIONS●AV6-03 AV BUILDING SECTIONS●AV7-01 AV PLATES & PANELS 1●AV7-02 AV PLATES & PANELS 2●AV7-03 AV PLATES & PANELS 3●AV7-04 AV PLATES & PANELS 4●AV7-05 AV PLATES & PANELS 5●AV7-06 AV PLATES & PANELS 6●A08-01 AV RACK DRAWINGS 1●A08-02 AV RACK DRAWINGS 2●TC 101 THE HALL SEATING PLAN●TC 102 THE HALL SEATING SECTIONTL 001 THEATRE LIGHTING - NOTES & TYPICAL DETAILS●TL 002 THEATRE LIGHTING - SCHEDULES●TL 003 THEATRE LIGHTING - SCHEDULES●TL 004 THEATRE LIGHTING - SCHEDULES●TL 005 THEATRE LIGHTING - SCHEDULES●TL 006 THEATRE LIGHTING - CONTROL DIAGRAM, THE HALL●TL 007 THEATRE LIGHTING - CONTROL DIAGRAM, BLACK BOX●TL 008 THEATRE LIGHTING FIXTURE SCHEDULE● ●TL 010 THEATRE LIGHTING - DETAILS●TL 011 THEATRE LIGHTING - DETAILS●TL 012 THEATRE LIGHTING - DETAILSTL 101 THEATRE LIGHTING - EDGE SAFETY LIGHTING PLAN AND DETAILS●TL 131 THEATRE LIGHTING - HOUSE LIGHTING - THE HALL●TL 132 THEATRE LIGHTING - WORK LIGHTING - THE HALL, ADJOINING SUPPORT SPACES●TL 133 THEATRE LIGHTING - ORCHESTRA SHELL CABLE REEL●TL 311 THEATRE LIGHTING - WORK LIGHTING - STAIRWELL●TL 511 THEATRE LIGHTING - BLACK BOX●TL 715 THEATRE LIGHTING - LOBBY●TL 915 THEATRE LIGHTING - MULTI-PURPOSE ROOM●TO 101 THEATRE ORCHESTRA SHELL PLAN●TO 102 THEATRE ORCHESTRA SECTION AND DETAILS●TP 101 THEATRE PLATFORM BLACK AUDIENCE PLATFORMS●TR 101 THE HALL RIGGING AND CURTAIN PLANS AND SCHEDULES● ●TR 201 THEATRE RIGGING STAGEHOUSE RCP AND SECTION●TR 301 THE HALL RIGGING GRAND CURTAIN ELEVATION●TR 302 THE HALL RIGGING ORCHESTRA SHELL CEILING #1●TR 303 THE HALL RIGGING UTILITY BATTEN ELEVATION●TR 304 HALL RIGGING BI-PARTING MID STAGE TRAVELER ELEVATION●TR 305 THEATRE RIGGING GRAND TEASER ELEVATIONTR 306 THEATRE RIGGING ORCHESTRA SHELL CEILING #2TR 307 THEATRE RIGGING STAGE ELECTRIC ELEVATIONTR 308 THEATRE RIGGING CYCLORAMA ELEVATIONTR 309 THEATRE RIGGING STAGE ELECTRIC #4 ELEVATIONTR 401 THEATRE RIGGING DETAILS●TR 402 THEATRE RIGGING DETAILS●TVA 101 THE HALL VARIABLE ACOUSTIC CURTAINS●TVA 102 VARIABLE ACOUSTIC CURTAIN SECTIONS AND ELEVATIONS, THE HALLTVA 301 THE HALL VARIABLE ACOUSTIC CURTAIN ELEVATIONS●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●●11 - THEATER10 - AUDIO & VISUALATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T SHEET SYMBOLS GRID LINE IDENTIFICATION TAG PARTITION TYPE IDENTIFICATION TAG ROOM NAME IDENTIFICATION TAG FINISH TYPE IDENTIFICATION TAG DOOR IDENTIFICATION TAG WINDOW TYPE IDENTIFICATION TAG CENTER LINE BREAK LINE ELEVATION IDENTIFICATION TAG NEW PARTITION EXISTING PARTITION DEMOLISHED PARTITION CL DETAIL REFERENCE TAG INTERIOR ELEVATION IDENTIFICATION TAG EXTERIOR ELEVATION IDENTIFICATION TAG REVISION CLOUD AND IDENTIFICATION TAG BUILDING SECTION IDENTIFICATION TAG WALL SECTION IDENTIFICATION TAG 1t 1' - 0" TYP. CEILING TAG 0 Base Finish Floor Finish Ceiling Finish Wall - N Wall - EWall - W Wall - S LOUVER TAG 1/ A01-01 1/ A01-01 1 ROOM LIFE SAFETY EXITING CODE TAG Room name 101 Occupancy 150 SF TEMPORARY PARTITION LEVEL 100'-0" A101 1 SIM SHEET SYMBOLS PL N 90 00' 00" E Distance PROPERTY LINE 01 A01-01 01 A01-01 BATHROOM ACCESSORIES TAG01 MATCHLINE A3-DA FIRE EXTINGUISHER CABINET L-1 Room name 101 001 DEMOLITION KEYNOTE 101 OLD TOWN ARTS CENTER - COPPEL, TX EXTERIOR ROUTE CONSTRUCTION 1. AN ACCESSIBLE ROUTE, IN THE DIRECTION OF TRAVEL, SHALL NOT HAVE A SLOPE EXCEEDING 1:20 (5/8" PER FOOT) EXCEPT AT A RAMP. CURB RAMPS INTERIOR ROUTE CONSTRUCTION DOORS TOILET ROOMS SIGNAGE 01 02 03 04 05 06 2. AN ACCESSIBLE ROUTE CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT). 3. ALL NEW PAVING AND WALKS FOR AN ACCESSIBLE ROUTE, SHALL NOT HAVE AN ABRUPT CHANGE IN SURFACE LEVEL (VERTICALLY) GREATER THAN 1/4" WHEN ABUTTING EITHER EXISTING OR OTHER NEW SURFACES DESIGNATED FOR AN ACCESSIBLE ROUTE. 4. AN ACCESSIBLE ROUTE CROSSING OR PARALLELING A HAZARDOUS AREA, SHALL BE CLEARLY MARKED IN A CONTRASTING COLOR, WITH THE ROUTE LOCATION, MARKING MATERIALS AND COLOR SHOWN ON THE DRAWING. 5. ANY OPENINGS THAT ARE CONSTRUCTED IN THE SURFACE OF AN ACCESSIBLE ROUTE SHALL HAVE THE OPENINGS RUNNING PERPENDICULAR TO THE DIRECTION OF TRAVEL WITH THE OPENINGS DIMENSION NOT TO EXCEED 1/2" IN THE DIRECTION OF TRAVEL. 1. THE TOP AND BOTTOM OF THE RAMP, AT THE TRANSITION TO EITHER EXISTING OR NEW SURFACES, SHALL BE FLUSH AND FREE OF ANY ABRUPT VERTICAL CHANGES. 2. THE SURFACE FINISH OF THE RAMP, EITHER RAISED OR RECESSED AS PERMITTED BY ACCESSIBILITY CODES AND GUIDELINES, SHALL BE INSTALLED TO PERMIT WATER DRAINAGE. 3. THE RAMP CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT). 1. AN ACCESSIBLE ROUTE, IN THE DIRECTION OF TRAVEL, SHALL NOT HAVE A SLOPE EXCEEDING 1:20 (5/8" PER FOOT), EXCEPT AT A RAMP. 2. AN ACCESSIBLE ROUTE CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT). 3. ALL NEW FLOOR CONSTRUCTION AND FLOORING MATERIALS SHALL NOT HAVE AN ABRUPT VERTICAL CHANGE IN FINISH SURFACE LEVEL GREATER THAN 1/4" WHEN ABUTTING EITHER EXISTING OR NEW SURFACES DESIGNATED FOR AN ACCESSIBLE ROUTE. 1. ANY THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT, NOR 1:2 SLOPE. 2. ALL ACCESSIBLE HARDWARE OPERABLE BY THE DISABLED, SHALL NOT EXCEED A HEIGHT OF 4'-0" AFF AND SHALL BE EASILY OPERATED WITH ONE HAND WITHOUT GRASPING, PINCHING OR TWISTING OF THE WRIST. 3. ALL ACCESSIBLE DOORS WITH CLOSERS SHALL HAVE THE CLOSER ADJUSTED SO THAT THE CLOSING TIME, FROM A 70 DEGREE OPEN ANGLE TO WITHIN 3" OF THE JAMB, IS NOT LESS THAN 3 SECONDS. 4. THE OPENING FORCE OF THE ALL ACCESSIBLE DOORS, EXCEPT FIRE EXIT DOORS, SHALL NOT EXCEED 5 POUNDS IN THE DIRECTION OF TRAVEL FOR EXITING. 5. THE OPERABLE HARDWARE ON A DOOR LEADING TO HAZARDOUS AREAS (E.G. BOILER ROOMS, MECHANICAL AND ELECTRICAL ROOMS, OTHER EQUIPMENT ROOMS, AND LOADING DOCK), SHALL HAVE A TEXTURED SURFACE ON THE TOUCHABLE AREA. 1. THE FLUSH CONTROL FOR ALL ACCESSIBLE TOILET/URINALS SHALL NOT EXCEED 3'-8" AFF, AND SHALL BE ON THE WIDE (APPROACH) SIDE OF THE TOILET. 2. ACCESSIBLE LAVATORIES SHALL HAVE ALL EXPOSED HOT WATER PIPING AND DRAIN PIPES EITHER INSULATED OR CONFIGURED TO PROTECT AGAINST SKIN CONTACT. THE UNDERSIDE OF THE LAVATORY SHALL NOT HAVE ANY SHARP OR ABRASIVE SURFACES. 3. ANY GRAB BAR INSTALLATION SHALL BE ABLE TO SUPPORT 250 POUNDS APPLIED IN ANY DIRECTION. 1. ALL ACCESSIBLE PERMANENT ROOMS AND SPACES, EXIT WAYS AND EXIT STAIRWAYS, SHALL HAVE SIGNAGE THAT MEETS ACCESSIBLE SIGNAGE REQUIREMENTS FOR LETTER SIZE, LETTER AND NUMBER TYPESTYLE, RAISED LETTERS, GRADE 2 BRAILLE, COLOR/CONTRAST, AND LOCATION. 2. ALL ACCESSIBLE TOILET ROOMS SHALL BE DESIGNATED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND ACCESSIBLE TEXT SIGNAGE FOR A PERMANENT ROOM, PLACED DIRECTLY BELOW THE PICTOGRAM SYMBOL. THE SIGNAGE SHALL MEET THE ACCESSIBLE SIGNAGE REQUIREMENTS FOR LETTER SIZE, LETTER AND NUMBER TYPESTYLE, RAISED LETTERS, GRADE 2 BRAILLE, COLOR/CONTRAST, AND LOCATION. 3. ALL ACCESSIBLE PARKING SPACES AND PUBLIC ENTRANCES SHALL BE DESIGNATED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE IN ADDITION TO ANY OTHER SIGNAGE REQUIRED FOR ACCESSIBILITY. THIS SIGNAGE SHALL MEET ACCESSIBILITY REQUIREMENTS FOR COLOR/CONTRAST AND LOCATION. ADULT SECTION WATER CLOSET TOP OF SEAT 17"-19"604.4 FLUSH CONTROLS 15" MIN-48" MAX 604.6/309.3/308 URINAL RIM OF BASIN 17" MAX.605.2 FLUSH CONTROLS 604.6/309.3/308 LAVATORY/SINKS RIM OR COUNTER SURFACE 34" MAX.606.3 KNEE CLEARANCE 27" MIN.306.3 TOE CLEARANCE 9" MIN.306.2 DRINKING FOUNTAIN SPOUT HEIGHT 36" MAX.602.4 KNEE CLEARANCE 27" MIN.306.3 TOE CLEARANCE 9" MIN 306.2 DRINKING FOUNTAIN (BENDING DISABLED) SPOUT HEIGHT 38"-43"602.7 GRAB BARS TOP OF BAR 33" MIN-36" MAX 609.4 MIRROR BOTTOM OF REFLECTIVE SURFACE (above counters & lavs.)40" MAX.603.3 TOP OF REFLECTIVE SURFACE 74" MIN.603.3 SHOWER STALL TOP OF SEAT 17" MIN-19" MAX 610.2 SHOWER SPRAY UNIT HEIGHT (FIXED)48" MAX 608.6 CONTROLS AND OPERATING MECHANISMS TOWEL DISPENSER 48" MAX.308 SOAP DISPENSER 48" MAX.308 HAND DRYER 48" MAX.308 TOILET TISSUE DISPENSER 15"-48" MAX.604.7 SANITARY NAPKIN DISPENSER/RECEPTACLE 48" MAX.308 TOILET SEAT COVER DISPENSER 48" MAX.308 ELECTRICAL DEVICES ELECTRICAL, PHONE AND DATA OUTLETS (TO CENTER)17" MIN-46" MAX 308.2.1 ABOVE COUNTER OUTLETS (TO CENTER)44" MAX.308.2.2 LIGHT SWITCHES (HIGHEST OPERABLE PART)48" MAX.308 FIRE ALARM PULL (HIGHEST OPERABLE PART) 48" MAX.308 THERMOSTATS (HIGHEST OPERABLE PART) 48" MAX.308 FIRE EXTINGUISHER CAB. (T.O.HANDLE/OPER. DEVICE)48" MAX.308.3.1 RAMPS AND STAIRS TOP OF HANDRAILS 34"-38"505.4 ELEVATORS HALL CALL BUTTON 48" MAX 407.2.1.1/308 HALL LANTERNS 72" MIN 407.2.2.2 DRESSING AND FITTING ROOMS TOP OF BENCH 17" MIN-19" MAX 903.5 FOOD SERVICE LINES TOP OF TRAY SLIDE 28" MIN-34" MAX 904.5.2 APRON CLEARANCE 27" MIN.306 SHOWER SPRAY UNIT HEIGHT (HAND HELD)48" MAX 608.6 PUBLIC TELEPHONE (TO HIGHEST OPERABLE PART)48" MAX.308 15" MIN-48" MAX STANDARD ABBREVIATIONS ACCESSIBILITY NOTES ACCESSIBLE MOUNTING HEIGHTS DATE JOB ISSUES 9/18/2018 11:16:36 PMG00-01 STANDARDS AND SYMBOLS 05.01.2018 17008.0000 09.18.2018 G00-01STANDARDS AND SYMBOLS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REF. REFERENCE REFG. REFRIGERATOR REINF. REINFORCED REQD. REQUIRED RESIL. RESILIENT REV. REVISION RFL. REFLECTED RM. ROOM S. SOUTH S.C. SOLID CORE S.H. SPRINKLER HEAD S.S. STAINLESS STEEL SAN. SANITARY SCHED. OR SCHD. SCHEDULE SEC. SECURITY SECT. SECTION SEW. SEWER SGL. SINGLE SHT. SHEET SHWR. SHOWER SIM. SIMILAR SPEC. OR SPECS. SPECIFICATION(S) SPKR. SPEAKER SQ. SQUARE SQ. FT. OR S.F. SQUARE FOOT (FEET) SQ. YD. OR S.Y. SQUARE YARD(S) STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURE OR STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T&G TONGUE & GROOVE T. TREAD T. OR TEMP. TEMPERED T.O.C. TOP OF CONCRETE T.O.CMU TOP OF CMU T.O.D. TOP OF DECK T.O.O. TOP OF T.O.P. TOP OF PARAPET T.O.S. TOP OF STEEL T.O.S.S. TOP OF STRUCTURAL SLAB T.V. TELEVISION TEL. TELEPHONE THK. THICK TLT. TOILET TYP. TYPICAL U.N.O UNLESS NOTED OTHERWISE UNF. UNFINISHED UR. URINAL V.I.F. VERIFY IN FIELD VB. VAPOR BARRIER VERT. VERTICAL VEST. VESTIBULE W. WEST OR WIDTH W.B. WEATHER BARRIER W.C. WATER CLOSET W.P. WATERPROOF W/ WITH W/O WITHOUT WD. WOOD WDW. WINDOW WR/GB WATER RESISTANT GYP. BOARD WSCT. WAINSCOT WT. WEIGHT INFO. INFORMATION INSUL. INSULATION INT. INTERIOR INV. INVERT JAN CLO. JANITOR CLOSET JAN. JANITOR JST. JOIST JT. JOINT L LEG LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LKR. LOCKER LT. LIGHT M. METER M.H. MANHOLE M.O. MASONRY OPENING MAS. MASONRY MATL. MATERIAL MAX MAXIMUM MBL. MARBLE MECH. MECHANICAL MEMB. MEMBRANE MEP. MECHANICAL, ELECTRICAL, PLUMBING MFG. MANUFACTURER MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MTD. MOUNTED MTL. METAL MUL. MULLION N NORTH N.I.C. NOT IN CONTRACT N.T.S. NO TO SCALE NO. NUMBER NOM. NOMINAL O.C. ON CENTER O.D. OUTSIDE DIAMETER/DIMENSION OFF. OFFICE OPNG. OPENING OPP. OPPOSITE OPP.HD. OPPOSITE HAND OVHD. OVERHEAD OZ. OUNCE P.C. PRECAST CONCRETE P.LAM. PLASTIC LAMINATE PAV. PAVING PC. PIECE PL. PLATE PLAS. PLASTIC PLBG. PLUMBING PLYWD. PLYWOOD PMMP PREMANUFACTURED METAL PANEL PNT. PAINT POL. POLISHED PR. PAIR PRCST. PRECAST PREMANUF. PREMANUFACTURED PT. POINT PTD. PAINTED PTN. PARTITION R. RADIUS R.D. ROOF DRAIN R.O. ROUGH OPENING RCP REFLECTED CEILING PLAN REBAR REINFORCING BAR E. EAST E.J. EXPANSION JOINT E.S. EXPOSED STRUCTURE E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EA. EACH EL. OR ELEV. ELEVATION ELEC. OR ELECT. ELECTRICAL EMERG. OR EMER. EMERGENCY ENCL ENCLOSURE EQ EQUAL EQUIP. EQUIPMENT EXIST. EXISTING EXP. OR EXPAN. EXPANSION EXT. EXTERIOR F.A. FIRE ALARM F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.H.C. FIRE HOSE CABINET F.H.R. FIRE HOSE REEL F.HT. FULL HEIGHT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.S. FACE OF STUD F.R.T. FIRE RETARDANT TREATED (WOOD) F.S. FULL SIZE F.V.C. FIRE VALVE CABINET FDN. FOUNDATION FIN. FINISH FL. OR FLR. FLOOR FLASH FLASHING FLUOR. FLUORESCENT FPRF. FIREPROOF(ING) FR. FRAME FRP FIBERGLASS REINFORCED PLASTIC FSTNR. FASTENER FT. FOOT OR FEET FTG. FOOTING FURR. FURRING FUT. FUTURE G.B. GRAB BAR G.C. GENERAL CONTRACTOR GA. GAUGE GALV. GALVANIZED GFRG GLASS FIBER REINFORCED GYPSUM GL. GLASS GND. GROUND GR. GRADE GRN GRANITE GSW GYPSUM SHAFT WALL GYP. BD. GYPSUM BOARD H.B HOSE BIB H.C. HOLLOW CORE H.K. HOUSEKEEPING H.M. HOLLOW METAL HCP. HANDICAPPED HD. HAND HDW. OR HDWR. HARDWARE HDWD. HARDWOOD HNDRL. HANDRAIL HORZ. HORIZONTAL HR. HOUR HT. HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIAMETER/DIMENSION IN. INCH INCL. INCLUDE(D)(ING) A.D. AREA DRAIN A.F.F. OR AFF ABOVE FINISH FLOOR A.P. ACCESS PANEL A/C. AIR CONDITIONING ABV. ABOVE ACOUS. ACOUSTICAL ACP ACOUSTICAL CEILING PANEL ADD'L. ADDITIONAL ADJ. ADJUSTABLE OR ADJACENT AL. ALUMINUM ANCH. ANCHOR APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT ASS'Y. ASSEMBLY ATC ACOUSTICAL CEILING TILE AUTO. AUTOMATIC AWC ACOUSTICAL WALL PANELS B.L. BUILDING LINE B.O. BOTTOM OF BD. BOARD BLDG. BUILDING BLK. BLOCK BM. BEAM BOT. BOTTOM BRK. BREAK BRKT. BRACKET BSMT. BASEMENT BTWN. BETWEEN C.B. CATCH BASIN C.G. CORNER GUARD C.I. CAST IRON C.I.P CAST IN PLACE C.J. CONTROL JOINT C.O. CLEAR OPENING C.T. CERAMIC TILE CAB. CABINET CAT. CATEGORY CER. CERAMIC CLG. CEILING CLO. CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR CPT CARPET CPTT CARPET TILE CTR. CENTER CTRL. CONTROL D.F. DRINKING FOUNTAIN D.O. DOOR OPENING D.P. DAMP PROOFING D.S. DOWNSPOUT DBL. DOUBLE DEMO. DEMOLITION DEPT. DEPARTMENT DET. OR DTL. DETAIL DIA. OR DIAM. DIAMETER DIM. DIMENSION DISP. DISPENSER DN. DOWN DR DOOR DRN DRAIN DWG. DRAWING DWGS. DRAWINGS DWR. DRAWER PROJECT DATA PROJECT NAME: PROJECT ADDRESS: APPLICABLE CODES NOTE:INCLUDED IN SPECIFICATION SECTION 014100 REGULATORY REQUIREMENTS LIFE SAFETY INFORMATION REFERENCE USE OR OCCUPANCY CLASSIFICATION OCCUPANCY: TYPE OF CONSTRUCTION CONSTRUCTION TYPE: FIRE PROTECTION REQUIREMENTSBEARING WALLS: INT./EXT. NONBEARING WALLS: INT./EXT. ROOF / CEILING: FLOOR/ CEILING: STRUCTURAL FRAME / COLUMNS: RATED SEPARATIONS: DESIGN LIMITATIONS MAX. ALLOWED MAX. PROVIDED HEIGHT: AREA: MEANS OF EGRESS TRAVEL DISTANCE TO EXIT: TOTAL OCCUPANT LOAD: EGRESS WIDTH PER OCCUPANT 0.2" STAIRS: 0.15" DOORS: PLUMBING FIXTURE REQUIREMENTS FEMALE FIXTURE # REQUIRED OWNER: BUILDING CODE: ACCESSIBILITY CODE: ELECTRICAL CODE: ENERGY CODE: FIRE CODE: MECHANICAL CODE: PLUMBING CODE: REGIONAL OR MUNICIPAL CODE: # PROVIDED MALE # REQUIRED # PROVIDED SINGLE USER # REQUIRED # PROVIDED SERVICE # REQUIRED # PROVIDED MAX. ALLOWED MAX. PROVIDED MIN. ALLOWED PROVIDED WATER CLOSETS URINALS LAVATORIES SHOWERS SERVICE SINKS DRINKING FOUNTAINS 2015 INTERNATIONAL BUILDING CODE 2012 TEXAS ACCESSIBILITY STANDARDS 2014 NATIONAL ELECTRICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE CODE OF ORDINANCES OF THE CITY OF COPPELL 2015 INTERNATIONAL PLUMBING CODE A-1 (ASSEMBLY) 2015 IBC Travis Street Coppell, Texas City of Coppell Old Town Arts Center IIB 0 HOUR 0 HOUR 0 HOUR 0 HOUR 0 HOUR N/A 75' - 0" 48' - 3" 34000 SF 31150 SF 250' - 0" 209' - 9" 1357 3' - 0"1' - 10" 22' - 8" 34' - 3" 11 4 - 16 4 0 6 4 - 67% MAX 5 4 0 6 - - - - 5 5 0 0 1 1 3 3 PROJECT DATA AND CODE INFORMATION TABLE 1017.2 TABLE 1004.1.2 SECTION 1010.1.1 SECTION 1011.2 TABLE 2902.1 TABLE 504.3 TABLE 601 SECTION 602.3 SECTION 303.2 SECTION 506.2.1 1357 OCCUPANTS ÷ 2 = 678 OCC.@ 1 / 65 OCC. = 11 @ 1 / 125 OCC. = 6 @ 1 / 200 OCC. = 4 1357 OCC. @ 1/ 500 OCC. = 3 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 A T TS XETEFO SAM AR Y K . H A RT1 86 7 3REGISTERED ARC H I TECT F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.UPEXIT SIGNEXIT TRAVEL DISTANCEATRAVEL PATH IDLIFE SAFETY LEGEND#(#)# OCCUPANTS EXITING DOOR(# ALLOWABLE OCC. AT DOOR)FIRE EXTINGUISHER CABINETF.E.C.PERFORMANCEPUBLICSUPPORTCalculating...LOBBY100172 Occ.2567 SFPREFUNCTION1022567 SF / 15 =9 Occ.242 SFCONCESSION103242 SF / 30 =2 Occ.342 SFSTOR104342 SF / 300 =SLL151LIFT105BSLL1503 Occ.204 SFOFFICE106204 SF / 100 =2 Occ.143 SFTICKET107143 SF / 100 =3 Occ.204 SFOFFICE108204 SF / 100 =ALCOVE1121 Occ.213 SFSTOR127213 SF / 300 =ALCOVE126MRR125WRR1131 Occ.51 SFJAN12951 SF / 300 =LOBBY110VEST100A132 Occ.1966 SFMULTI-PURPOSE1111966 SF / 15 =26 Occ.387 SFLOUNGE122387 SF / 15 =1 Occ.123 SFSTORAGE121123 SF / 300 =2 Occ.90 SFVANITY12490 SF / 50 =38 Occ.752 SFSTUDIO120752 SF / 20 =1 Occ.128 SFSTORAGE119128 SF / 300 =1 Occ.181 SFSTAGINGKITCHEN116181 SF / 200 =1 Occ.172 SFELECTRICAL117172 SF / 300 =1 Occ.255 SFMECHANICAL118255 SF / 300 =13 Occ.187 SFAPRON134187 SF / 15 =157 Occ.2349 SFSTAGE1352349 SF / 15 =CORRIDOR138TOILET144TOILET1424 Occ.154 SFDRESSING143154 SF / 50 =4 Occ.155 SFDRESSING141155 SF / 50 =2 Occ.389 SFSTOR145389 SF / 300 =1 Occ.134 SFPIANO140134 SF / 300 =1 Occ.129 SFSTORAGE139129 SF / 300 =10 Occ.457 SFSHOP160457 SF / 50 =2 Occ.148 SFOFFICE162148 SF / 100 =2 Occ.122 SFOFFICE163122 SF / 100 =CORRIDOR1461 Occ.56 SFUTILITY158B56 SF / 300 =TOILET157TOILET1554 Occ.174 SFDRESSING154174 SF / 50 =4 Occ.185 SFDRESSING156185 SF / 50 =SLL153SLL15227 Occ.396 SFGREENROOM164396 SF / 15 =2880 SFBLACK BOX149175 Occ.SLL133OCC. REQ'DOCC. AVAIL.EGRESS REQ'D EGRESS AVAIL16"227HORZ / 0.1534"101161372 Occ.1067 SFPREFUNCTION1011067 SF / 15 =OCC. REQ'D OCC. AVAIL.EGRESS REQ'D EGRESS AVAIL18"507HORZ / 0.1576"116OCC. REQ'D OCC. AVAIL.EGRESS REQ'D EGRESS AVAIL24"507HORZ / 0.1576"159OCC. REQ'D OCC. AVAIL.EGRESS REQ'D EGRESS AVAIL14"247HORZ / 0.1537"90OCC. REQ'D OCC. AVAIL.EGRESS REQ'D EGRESS AVAIL7"227HORZ / 0.1534"44OCC. REQ'D OCC. AVAIL.EGRESS REQ'D EGRESS AVAIL65"507HORZ / 0.1576"432OCC. REQ'D OCC. AVAIL.EGRESS REQ'D EGRESS AVAIL65"507HORZ / 0.1576"4321 Occ.88 SFDATA11588 SF / 300 =ECBAD-aFGHZY222(280)D-b59(280)59(480)428(227)11259(280)285(227)85(227)41144414101335258633324444(433)44(433)1128(227)40(433)111111PROVIDE KNOX BOX90(247)1591187VEST110B101(227)11690(227)11G01-101 Occ.22 SFEMERG. ELEC.11422 SF / 300 =CORRIDOR130TOILET123TECH. STAIR136STORAGE136ASTORAGE137ATECH. STAIR1374392 SFHALL131444 Occ.SLL13211 Occ.56 SFSTORAGE158A56 SF / 300 =LIFT LOBBY105A222(280)222(280)222(280)61(280)59(280)21 Occ.106 SFSTORAGE140B106 SF / 300 =1ACCESS000ADATEJOBISSUES9/18/2018 10:32:35 PMG01-01LIFE SAFETY PLAN -MAIN LEVEL05.01.201817008.000009.18.2018G01-01LIFE SAFETY PLAN - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910UNRATED PARTITION ASSEMBLY1 HOUR RATED PARTITION ASSEMBLY 1/8" = 1'-0"1MAIN LEVEL LIFE SAFETY PLAN - PROPOSEDOCCUPANCY LOADS# Name AreaOccupantLoadFactorOccupantLoad01-MAINPERFORMANCE122 LOUNGE 387 SF 15 26122A CIRC. 113 SF 15 8124 VANITY 90 SF 50 2134 APRON 187 SF 15 13135 STAGE 2349 SF 15 157141 DRESSING 155 SF 50 4143 DRESSING 154 SF 50 4154 DRESSING 174 SF 50 4156 DRESSING 185 SF 50 4164 GREENROOM 396 SF 15 27PUBLIC101 PREFUNCTION 1067 SF 15 72102 PREFUNCTION 2567 SF 15 172111 MULTI-PURPOSE 1966 SF 15 132120 STUDIO 752 SF 20 38131 HALL 4392 SF 10 440149 BLACK BOX 2880 SF 15 193SUPPORT103 CONCESSION 242 SF 30 9104 STOR 342 SF 300 2106 OFFICE 204 SF 100 3107 TICKET 143 SF 100 2108 OFFICE 204 SF 100 3114 EMERG. ELEC. 22 SF 300 1115 DATA 88 SF 300 1116 STAGING KITCHEN 181 SF 200 1117 ELECTRICAL 172 SF 300 1118 MECHANICAL 255 SF 300 1119 STORAGE 128 SF 300 1121 STORAGE 123 SF 300 1127 STOR 213 SF 300 1129 JAN 51 SF 300 1136A STORAGE 53 SF 300 1137A STORAGE 96 SF 300 1139 STORAGE 129 SF 300 1140 PIANO 134 SF 300 1140B STORAGE 106 SF 300 1145 STOR 389 SF 300 2158A STORAGE 56 SF 300 1158B UTILITY 56 SF 300 1160 SHOP 457 SF 50 10162 OFFICE 148 SF 100 2163 OFFICE 122 SF 100 21347TRAVEL DISTANCES - MAINLEVELTravel Path ID Travel Path DistanceA 155' - 4"B 178' - 9"C 171' - 10"D-a 211' - 3"D-b 55' - 4"E 113' - 1"F 170' - 6"G 66' - 10"H 62' - 0"Y 57' - 6"Y-STAIR 82' - 11"Z 57' - 3"Z-4 29' - 0"Z-STAIR 82' - 11"PARTITION RATING LEGENDHALLM.P.B.B.1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.EXIT SIGNEXIT TRAVEL DISTANCEATRAVEL PATH IDLIFE SAFETY LEGEND#(#)# OCCUPANTS EXITING DOOR(# ALLOWABLE OCC. AT DOOR)FIRE EXTINGUISHER CABINETF.E.C.3 Occ.766 SFEQUIPMENTPLATFORM250766 SF / 300 =6 Occ.525 SFCONTROL202525 SF / 100 =CATWALK200A4 Occ.336 SFCONTROL205336 SF / 100 =1 Occ.70 SFAMP20670 SF / 100 =PERFORMANCESUPPORTCalculating...2 Occ.450 SFEQUIPMENTPLATFORM251450 SF / 300 =1 Occ.292 SFEQUIPMENTPLATFORM252292 SF / 300 =2310(280)10(227)LIFT105BMECH CHASE210CMECH CHASE210D13Y-2AY-2BSLL2045(280)5(227)3RATED FLOOR ASSEMBLYRATED FLOOR ASSEMBLYRATED CEILING ASSEMBLYBELOWRATED CEILING ASSEMBLYBELOWCATWALK200BZ-25(227)3(280)13(227)1G01-101(227)169(227)2(227)TECH. STAIR137TECH. STAIR1361 Occ.52 SFDIMMER203B52 SF / 100 =SLL203SLL2011 Occ.63 SFAMP201B63 SF / 100 =216' - 0"1TECH. STAIR200CDATEJOBISSUES9/18/2018 10:32:46 PMG01-02LIFE SAFETY PLAN -TECHNICAL MEZZ.05.01.201817008.000009.18.2018G01-02LIFE SAFETY PLAN - TECHNICAL MEZZ.2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910UNRATED PARTITION ASSEMBLY1 HOUR RATED PARTITION ASSEMBLYTRAVEL DISTANCES -TECHNICAL MEZZ.Travel Path ID Travel Path DistanceY-2A 148' - 9"Y-2B 142' - 3"Z-2 120' - 1" 1/8" = 1'-0"1TECHNICAL MEZZ. LIFE SAFETY PLANOCCUPANCY LOADS - TECHNICAL MEZZ.# Name AreaOccupantLoadFactorOccupantLoadReq'dExitsPERFORMANCE201B AMP 63 SF 100 1 1202 CONTROL 525 SF 100 6 1203B DIMMER 52 SF 100 1 1205 CONTROL 336 SF 100 4 1206 AMP 70 SF 100 1 1SUPPORT250 EQUIPMENTPLATFORM766 SF 300 3 1251 EQUIPMENTPLATFORM450 SF 300 2 1252 EQUIPMENTPLATFORM292 SF 300 1 1819PARTITION RATING LEGENDHALLM.P.B.B.1111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T UPEXIT SIGNEXIT TRAVEL DISTANCEATRAVEL PATH IDLIFE SAFETY LEGEND#(#)# OCCUPANTS EXITING DOOR(# ALLOWABLE OCC. AT DOOR)FIRE EXTINGUISHER CABINETF.E.C.1 Occ.119 SFLOADING GALLERY119 SF / 300 =2 Occ.164 SFFOLLOW SPOT204164 SF / 100 =PERFORMANCESUPPORTCalculating...Z-35 Occ.1305 SFB.B. CATWALK1305 SF / 300 =A-324' - 8"22(200)3315(227)1G01-1026' - 8"24' - 6"2(227)TECH. STAIR137TECH. STAIR136MECH CHASE210CMECH CHASE210D28' - 2"28' - 2"1 Occ.211 SFCATWALK #4211 SF / 300 =1 Occ.229 SFCATWALK #3229 SF / 300 =1 Occ.216 SFCATWALK #2216 SF / 300 =1 Occ.203 SFCATWALK #1203 SF / 300 =CONNECTORCONNECTOR12A07-101 Occ.102 SFCATWALK #5102 SF / 300 =28' - 2"3(200)18' - 0"TECH. STAIR200CDATEJOBISSUES9/18/2018 10:32:59 PMG01-03LIFE SAFETY PLAN -CATWALKS05.01.201817008.000009.18.2018G01-03LIFE SAFETY PLAN - CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910UNRATED PARTITION ASSEMBLY1 HOUR RATED PARTITION ASSEMBLYOCCUPANCY LOADS - CATWALKSName AreaOccupantLoadFactorOccupantLoadPERFORMANCEFOLLOW SPOT 164 SF 100 2B.B. CATWALK 1305 SF 300 527 1/8" = 1'-0"1CATWALK LIFE SAFETY PLANTRAVEL DISTANCES -CATWALKSTravel Path ID Travel Path DistanceA-3 99' - 0"Z-3 71' - 5"PARTITION RATING LEGENDHALLM.P.B.B.11111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"06-FOLLOW SPOT124' - 8"00-ORCHESTRA96' - 10"10-HIGH RIDGE148' - 3"00-UNDERFLOOR93' - 2"LOBBY100VEST100ATICKET107CONTROL202FOLLOW SPOT204STAGE135CORRIDOR138TOILET144TOILET142EQUIPMENTPLATFORM25105-PROSCENIUM122' - 0"HALL131APRON134CATWALK #1CATWALK #2CATWALK #3CATWALK #4CATWALK #5DATEJOBISSUES9/18/2018 10:33:07 PMG01-10LIFE SAFETY SECTIONS05.01.201817008.000009.18.2018G01-10LIFE SAFETY SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1SECTION - HALL LIFE SAFETYHALLM.P.B.B.REVISIONSATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 7557 RAMBLER ROAD SUITE 1400DALLAS, TX 75231T: 972.235.3031F: 972.235.9544TX REG. ENGINEERING FIRM F-14439TX REG. SURVEYING FIRM LS-10193805NOT FOR CONSTRUCTIONCOPPELL ARTS CENTER DRAWING SHEET INDEXSHEETDESCRIPTIONC0.0COVERC1.1DEMOLITION PLANC3.1GRADING PLANC5.1STORM SEWER PLAN & PROFILEC6.1WATER & SANITARY SEWER PLANC7.1PAVING PLANC7.2PAVING DETAILSC8.1EROSION CONTROL PLANC8.2 ARCHITECT PREPARED BY CONSTRUCTION PLANSFORCOPPELL ARTS CENTERLOT 1, BLOCK JOLD TOWN ADDITION3.044 ACRESCITY OF COPPELL, DALLAS COUNTY, TEXASSEPTEMBER 2018VICINITY MAPCOUNTYMAPSCOPROJECT LOCATIONDALLAS 11-DEROSION CONTROL DETAILSC5.2STORM SEWER PLAN & PROFILEC4.1PROPOSED DRAINAGE AREA MAPC5.3HYDRAULIC CALCULATIONSC2.1DIMENSIONAL CONTROL PLANDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONC0.0COVER SHEET C1.1DEMOLITION PLANOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONDEMOLITION GENERAL NOTESC1.1DEMOLITIONPLAN NOT FOR CONSTRUCTIONC2.1DIMENSIONAL CONTROL PLANOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONGENERAL NOTESVICINITY MAPCOUNTYMAPSCOPROJECT LOCATIONDALLAS 11-DC2.1DIMENSIONALCONTROL PLAN109.18.2018CHANGE ORDER 01 C3.1GRADING PLANOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONGRADING & DRAINAGE GENERAL NOTESC3.1GRADING PLANBENCH MARK LIST( ( ( ( 109.18.2018CHANGE ORDER 01 C4.1EXISTING DRAINAGE AREA MAPOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC4.1EXISTINGDRAINAGE AREAMAP C4.2PROPOSED DRAINAGE AREA MAPOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC4.2PROPOSEDDRAINAGE AREAMAP109.18.2018CHANGE ORDER 01 PROFILE: ST-1C5.1STORM SEWER PLAN & PROFILEOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC5.1STORM SEWERPLAN & PROFILEMATCH LINETHIS SHEETMATCH L IN E TH I S SH E ET BENCH MARK LIST( ( ( ( 109.18.2018CHANGE ORDER 01 PROFILE: ST-2PROFILE: ST-3OLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC5.2STORM SEWER PLAN & PROFILEBENCH MARK LIST( ( ( ( C5.2STORM SEWERPLAN & PROFILE109.18.2018CHANGE ORDER 01 OLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONC5.3HYDRAULIC CALCULATIONSC5.3HYDRAULICCALCULATIONSHYDRAULIC CALCULATIONS TABLE109.18.2018CHANGE ORDER 01 C6.1WATER & SANITARY SEWER PLANOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONWATER & SANITARY SEWER GENERAL NOTESBENCH MARK LIST( ( ( ( C6.1WATER &SANITARYSEWER PLAN109.18.2018CHANGE ORDER 01 C7.1PAVING PLANOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONPAVING GENERAL NOTESC7.1PAVING PLAN109.18.2018CHANGE ORDER 01 C7.2PAVING DETAILSOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONPAVEMENT SECTION1CONCRETESAWED DUMMY JOINT2CONNECTION3PAVEMENTEXPANSION JOINT4CONSTRUCTION JOINT5INTEGRAL CURB6FIRE LANE STRIPING7SINGLE CURB RAMP8& SINGLE CURB RAMP990° HANDICAP PARKING& TWO-WAY CURB RAMP1090° HANDICAP PARKINGC7.2PAVING DETAILS C8.1EROSION CONTROL PLANOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONPOLLUTION CONTROL GENERAL NOTESVICINITY MAPCOUNTYMAPSCOPROJECT LOCATIONDALLAS 11-DC8.1EROSIONCONTROL PLAN C8.2EROSION CONTROL DETAILSOLD TOWN ADDITIONLOT 1, BLOCK JCOPPELL ARTS CENTERNO.DATEREVISIONDESIGNDRAWNDATESCALENOTESFILENO.(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLYCOPPELL ARTS CENTERCITY OF COPPELL, DALLAS COUNTY, TEXASDATEJOBDate of issue:ISSUESKEYPLAN09.18.201817008.000009.18.20182105.01.2018ISSUE FOR BID345678910REVISIONSPacheco Ko 09.18.2018ISSUE FOR CONSTRUCTIONNOT FOR CONSTRUCTIONCONSTRUCTIONENTRANCE1STABILIZEDSILT FENCE2DROP INLET PROTECTION3PROTECTION4CURB INLETC8.2EROSIONCONTROLDETAILS Date of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL0.00SHEET INDEXDRAWING SHEET INDEXL0.00 SHEET INDEXCOPPELL ARTS CENTERCOPPELL, TEXASL1.00 OVERALL LAYOUT PLANL1.01 LAYOUT PLANL2.00 OVERALL PLANTING PLANL2.01 PLANTING PLANL3.00 OVERALL IRRIGATION PLANL3.01 IRRIGATION PLANL2.06 PLANTING DETAILSL3.06 IRRIGATION DETAILSL1.06 HARDSCAPE DETAILSL1.02 LAYOUT PLANL1.03 LAYOUT PLANL1.04 LAYOUT PLANL2.02 PLANTING PLANL2.03 PLANTING PLANL2.04 PLANTING PLANL3.02 IRRIGATION PLANL3.03 IRRIGATION PLANL3.04 IRRIGATION PLANL1.05 LAYOUT BID ALTERNATEL2.05 PLANTING BID ALTERNATEL3.05 IRRIGATION BID ALTERNATEOMITOMITOMIT 1.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.2.ALL IMPROVEMENTS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR ANDAPPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION ORINSTALLATION. NOTIFICATION SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT ONEWEEK PRIOR TO REVIEW.3.CONTRACTOR SHALL VERIFY ALL UTILITIES SHOWN ON THE PLANS AS WELL HAVE THESITE UTILITIES LOCATED ON THE GROUND PRIOR TO THE START OF CONSTRUCTIONACTIVITIES. IN THE EVENT THAT THE CONTRACTOR DISCOVERS AN UNDERGROUNDUTILITY THAT IS NOT REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS OR ASMARKED ON THE SITE, HE SHALL IMMEDIATELY CONTACT THE OWNERS REPRESENTATIVETO DETERMINE NEXT STEPS PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE AREAOF THE NEWLY DISCOVERED UNDERGROUND UTILITY.4.THE CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONALREQUIREMENTS AND DETAILS.5.ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING UNLESS OTHERWISENOTED.6.HANDICAP RAMPS TO BE LOCATED AND INSTALLED PER DRAWINGS AND STANDARD CITYDETAILS. CONTRACTOR SHALL ENSURE THAT ALL TAS/ADA GUIDELINES ARE FOLLOWED.7.REINFORCEMENT SHALL BE PROVIDED IN THE CONCRETE IMPROVEMENTS AS SHOWNWITHIN THE CONSTRUCTION DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLEDCONTINUOUS THROUGH CONTROL JOINTS, AND PER DETAIL DRAWINGS FOR THEEXPANSION JOINTS.8.EXPANSION JOINT AND CONTROL JOINT SPACING SHALL BE LOCATED AS SHOWN ONPLANS AND DETAILS.9.CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT WHERE PROPOSED CONCRETEMEETS EXISTING WALKS OR CURBS.10.GRADING IMPROVEMENTS HAVE BEEN DESIGNED WITH THE INTENT OF THE FOLLOWINGGUIDELINES:·ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN THE DIRECTION OFTHE DOWNHILL SIDE.·THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%.·ALL GRADES SHALL BE FINISHED TO A SMOOTH, FLOWING CONTOUR, MAINTAININGFLOW PATTERNS THAT ALLOW THE WATER TO FLOW FROM PLANTED AREAS,ACROSS PAVED AREAS TO DRAINAGE COLLECTION POINTS AS DEPICTED IN THECONSTRUCTION DOCUMENTS.11.THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTIONACTIVITIES FOR THE PROJECT. ACCUMULATION OF STANDING WATER WILL NOT BEPERMITTED.12.THE CONTRACTOR IS TO LOCATE, DOCUMENT, AND PROTECT ALL CONTROL BENCHMARKS THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES.13.ALL QUANTITIES PROVIDED ARE TO BE VERIFIED AND ARE THE RESPONSIBILITY OF THECONTRACTOR.14.IF DISCREPANCIES BETWEEN PLANS, SPECIFICATIONS AND MATERIAL/FURNISHINGSCHEDULES SHOULD OCCUR, THE CONTRACTOR IS RESPONSIBLE TO VERIFY ANSWERWITH LANDSCAPE ARCHITECT, PRIOR TO START OF CONSTRUCTION.LAYOUT & DIMENSION GENERAL NOTESSYMBOLDESCRIPTIONDETAILCONCRETE PAVING, MEDIUM BROOM FINISH1/L1.05INTEGRAL COLORED CONCRETE PAVING1/L1.05COBBLE2/L1.05GRAVEL2/L1.05FLAG POLE6/L1.05BIKE RACKRETAINING WALL, INTEGRAL COLOR3/L1.05SCREEN WALLSTEEL EDGING4/L2.05123456789REFERENCE NOTES SCHEDULEPER SPECSPER ARCH./PER SPECSPAPLANTING AREAEJEXPANSION JOINT/PER SPECS/PER SPECS1.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTIONAND MOISTURE CONTENT.2.UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARDPROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACEDIN MAXIMUM LIFTS OF 6 INCHES.3.SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATERTHAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%.4.GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL,STATE, AND LOCAL GUIDELINES.5.ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE"(i.e. IN LANDSCAPE BEDS, TOP OF MULCH/BEDDING MATERIAL).6.FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS0.03 FOOT.7.ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLEFOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE.8.TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OFSUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCEWITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED INTHE STANDARD CITY SPECIFICATIONS.9.EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITYSPECIFICATIONS.10.CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THECONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NOADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING.11.IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED ATCONTRACTOR'S EXPENSE.GRADING & DRAINAGE GENERAL NOTESDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL1.00OVERALLLAYOUT PLAN1OVERALL LAYOUT PLAN1" = 20'-0"L1.01L1.02L1.03L1.04PROPERTY LINELIMIT OF WORKLIMIT OF WORKPROPERTY LINEPROPERTY LINELIMIT OF WORK PROPERTY LINE/ LIMIT OF WORK TRAVIS STREETHAMMOND STREET BURNS STREET4L1.03BIDALTERNATE 33L1.03BIDALTERNATE 2 PAPAPAPAPAEXISTING PAVEMENT TOREMAIN.8'-0"PAPAPAPAPAPAPAPAPAPAEJBERM (FORHEADLIGHTSCREENING) TYP.REF. CIVIL DWGSWHEEL STOPS REF. CIVILDWGS.EJEXISTING SIDEWALK TO REMAINEXISTING PAVEMENT TOREMAIN.ALIGNRAMP REF.CIVIL DWGS1BERM (FORHEADLIGHTSCREENING) TYP.REF. CIVIL DWGSEJ9ALIGNSIM. (NOEDGE)3SYMBOLDESCRIPTIONDETAILCONCRETE PAVING, MEDIUM BROOM FINISH1/L1.05INTEGRAL COLORED CONCRETE PAVING1/L1.05COBBLE2/L1.05GRAVEL2/L1.05FLAG POLE6/L1.05BIKE RACKRETAINING WALL, INTEGRAL COLOR3/L1.05SCREEN WALLSTEEL EDGING4/L2.05123456789REFERENCE NOTES SCHEDULEPER SPECSPER ARCH./PER SPECSPAPLANTING AREAEJEXPANSION JOINT/PER SPECS/PER SPECSDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL1.01LAYOUT PLAN1LAYOUT PLAN1" = 10'-0"MATCH LINE SEE SHEET L1.03MATCH LINE SEE SHEET L1.02PROPERTY LINELIMIT OF WORKPROPERTY LINELIMIT OF WORK TRAVIS STREETHAMMOND STREET BERM (FOR HEADLIGHTSCREENING) TYP.PAPAPAPAPAPAPAPAPAPAPAEXISTING SIDEWALK TOREMAIN.PARAMPS REF. CIVILDWGS.BERM (FOR HEADLIGHTSCREENING) TYP.WHEEL STOPS REF. CIVILDWGS.EXISTING SIDEWALK TO REMAINRAMPS, REF. CIVIL DWGSPA999PAALIGNALIGNALIGN33SIM. (NOEDGE)SIM. (NOEDGE)SYMBOLDESCRIPTIONDETAILCONCRETE PAVING, MEDIUM BROOM FINISH1/L1.05INTEGRAL COLORED CONCRETE PAVING1/L1.05COBBLE2/L1.05GRAVEL2/L1.05FLAG POLE6/L1.05BIKE RACKRETAINING WALL, INTEGRAL COLOR3/L1.05SCREEN WALLSTEEL EDGING4/L2.05123456789REFERENCE NOTES SCHEDULEPER SPECSPER ARCH./PER SPECSPAPLANTING AREAEJEXPANSION JOINT/PER SPECS/PER SPECSDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL1.02LAYOUT PLAN1LAYOUT PLAN1" = 10'-0"MATCH LINE SEE SHEET L1.04 MATCH LINE SEE SHEET L1.01PROPERTY LINELIMIT OF WORK PROPERTY LINELIMIT OF WORKHAMMOND STREET BURNS STREET 1'-6"9'-4"40'-0"9'-4"18'-8"11'-4"18'-8"11'-4"18'-8"9'-4"18'-8"9'-4"18'-8"9'-4"18'-8"18'-8"9'-4"18'-8"6'-8"9'-4"18'-8"2'-6"8'-0"PAPAPAPAPAPAPAPAPAPAEXISTING PAVEMENT TOREMAIN.EJEJ EJ EJ EJ EJ EJEJSTRUCTURAL SLAB (REF.STRUCTURAL DWGS)33EJEJPAPAPAPA2ALIGN2ALIGN9PA2953395'-0"15'-0"1'-3"SIM. (NOEDGE)1'-6"PA2L1.03GRADING ENLARGEMENT1'-6"9'-4"9'-4"9'-4"9'-4"2'-8"8'-0"9'-4"9'-3"9'-4"9'-5"2'-8"2'-8"20'-0"EJ EJEJEJEJEJEJPAPAPAPAEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJEJ EJ EJ EJ EJ EJ EJ EJ EJ5L1.055L1.053L1.055L1.055L1.053L1.05PAPAPAPAPAPAEJ EJEJEJEJEJEJ STRUCTURAL SLAB(REF. STRUCTURALDWGS)STRUCTURAL SLAB(REF. STRUCTURALDWGS)3338871239EJALIGNALIGN8 881EJEJ EJEJEJEJEJ SIM. (NOEDGE)91'-6"4'-6"1'-6"4'-0"2'-6"4'-0"EJ9'-4"28'-0"9'-4"4'-10"62'-8"13'-4"SYMBOLDESCRIPTIONDETAILCONCRETE PAVING, MEDIUM BROOM FINISH1/L1.05INTEGRAL COLORED CONCRETE PAVING1/L1.05COBBLE2/L1.05GRAVEL2/L1.05FLAG POLE6/L1.05BIKE RACKRETAINING WALL, INTEGRAL COLOR3/L1.05SCREEN WALLSTEEL EDGING4/L2.05123456789REFERENCE NOTES SCHEDULEPER SPECSPER ARCH./PER SPECSPAPLANTING AREAEJEXPANSION JOINT/PER SPECS/PER SPECS3.4%1.5%1.9%1.0%1.5%MGMG518.30 FFEMGMG518.28518.30 FFE516.60 BS518.14 TS517.65 TS516.65 BS519.50 TW517.78 BW517.83517.50516.80 BS/BW516.64 BS518.28518.10 TS517.78 TS517.83517.70 BW519.50 TW516.65518.28518.23517.65517.76 BW519.50 TW517.60516.55518.28516.526" NDS ROUND ATRIUMBLACK GRATE, 517.90CONNECT TO STORM W/SPEE-D BASIN, & 6"SEWER & DRAIN PIPEFITTINGS, 6"CORRUGATED PIPE518.00 BW519.50 TWCODEDESCRIPTION SLOPE SPOT ELEVATION BS BOTTOM OF STEP TS TOP OF STEP BW BOTTOM OF WALL TW TOP OF WALL FFE FINISH FLOOR ELEVATION MG MATCH EXISTING GRADE1:100.0GRADING LEGEND1'-6"28'-0"9'-4"2'-8"8'-0"28'-0"PAPAPAPAPAEJ EJEJEJEJ STRUCTURAL SLAB(REF. STRUCTURALDWGS)STRUCTURAL SLAB(REF. STRUCTURALDWGS)3329ALIGNALIGNEJEJ918'-9"9'-4"18'-7"4'-10"9'-4"17'-6"8'-0"9'-4"18'-8"1'-6"PAEJEJEJ EJEJ29535'-0"15'-0"1'-3"18'-0"Date of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL1.03LAYOUT PLAN1LAYOUT PLAN1" = 10'-0"MATCH LINE SEE SHEET L1.01 MATCH LINE SEE SHEET L1.04PROPERTY LINELIMIT OF WORKPROPERTY LINE/ LIMIT OF WORK TRAVIS STREET2COURTYARD GRADING1" = 10'-0"3BASE BID CONDITION1" = 10'-0"4BASE BID CONDITION1" = 10'-0"11BID ALTERNATE 3BID ALTERNATE 2 6'-8"1'-6"8'-0"8'-0"1'-6"PAPAPAPAPAPADUMPSTER &TRANSFORMERENCLOSURES (REF.ARCH DWGS)BERM (FOR HEADLIGHTSCREENING) TYP.PAPAPAEXISTING SIDEWALK TOREMAIN.EXISTING SIDEWALK TOREMAIN.RAMPS REF. CIVILDWGS.RAMPS REF. CIVILDWGS.BERM (FOR HEADLIGHTSCREENING) TYP.STRUCTURAL SLAB (REF.STRUCTURAL DWGS)STRUCTURAL SLAB (REF.STRUCTURAL DWGS)STRUCTURAL SLAB (REF.STRUCTURAL DWGS)STRUCTURAL SLAB (REF.STRUCTURAL DWGS)3EJEJEJEJ EJ EJ EJ 13313EJALIGNALIGN ALIGN934EJRAMP REF.CIVIL DWGSRAMP REF.CIVIL DWGSEJ9PAPA148985'-0"6'-0"5'-0"EQUIPMENT REF.MEP DWGSEQUIPMENT REF.MEP DWGSSIM. (NOEDGE)1'-6"1'-6"8'-0"ALIGNEJ EJEJ SYMBOLDESCRIPTIONDETAILCONCRETE PAVING, MEDIUM BROOM FINISH1/L1.05INTEGRAL COLORED CONCRETE PAVING1/L1.05COBBLE2/L1.05GRAVEL2/L1.05FLAG POLE6/L1.05BIKE RACKRETAINING WALL, INTEGRAL COLOR3/L1.05SCREEN WALLSTEEL EDGING4/L2.05123456789REFERENCE NOTES SCHEDULEPER SPECSPER ARCH./PER SPECSPAPLANTING AREAEJEXPANSION JOINT/PER SPECS/PER SPECSDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL1.04LAYOUT PLAN1LAYOUT PLAN1" = 10'-0"MATCH LINE SEE SHEET L1.02 MATCH LINE SEE SHEET L1.03PROPERTY LINELIMIT OF WORKPROPERTY LINE / LIMIT OF WORKBURNS STREET1 Date of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL1.06HARDSCAPEDETAILSCONTROLJOINTEXPANSIONJOINTNOTE:1.COMPACTED SUBGRADE - COMPACT TO 95% STANDARD PROCTOR DENSITY AT 0 TO +/- 2%OPTIMUM MOISTURE CONTENT AS PER ASTM D 698 (TYP.)2.EXPANSION JOINTS & CONTROL JOINTS SHALL BE LOCATED ACCORDING TO THE FOLLOWING.EJ: CHANGES IN DIRECTION, MAX 75' O.C., AGAINST CURBS, BUILDINGS, AND MANHOLES.CJ: SPACED EVENLY TO PRODUCE SQUARE MODULES UP TO 8' O.C. MAX1 1/2"CLEAR1 1/2"CLEAR* CONTRACTOR SHALL BE REQUIRED TO USECHAIRS TO ENSURE CONSISTENT DEPTH OFBARS IN THE SLABCONCRETE MIXTURE:A.COMPRESSIVE STRENGTH 28 DAYS, 4,000 PSI.B.MAXIMUM WATER-CEMENTITOUS MATERIALS RATIO AT POINT OF PLACEMENT 0.45.C.SLUMP LIMIT: 5 INCHES PLUS OR MINUS 1 INCHD.AIR CONTENT: 5-1/2 PERCENT PLUS OR MINUS 1.5 PERCENTE.MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTMC 94/C 94M.CONCRETE PAVING SECTION (PRIVATE)3/4" = 1'-0"PVC SLEEVE CAP#3 REBAR @ 18" O.C.E.W.4" CONC. PAVING (4,000 PSI)COMPACTED SUBGRADE1/2" PRE-MOLDED ASPHALTIC EXPANSIONJOINT MATERIAL WITH1/2" JOINT SEALANT WITH #3SMOOTH BAR @ 18" O.C.1/4" X 1" SAW-CUT JOINTSILICONE SEALANTSILICONE SEALANT1RIVER COBBLE1" = 1'-0"BLDG FFEFACE OFBUILDINGSLOPECOBBLE/GRAVELREF. SPECS FORTYPESTEEL EDGING, REF.SCHEDULE FOR TYPESEE PLANS FORADJACENT CONDITIONGEOTEXTILEFABRIC TURNEDUP AT EDGECOMPACTEDSUBGRADESTAKE TYP. 12-18INCHES IN LENGTH4"2FFEFACE OF BUILDINGCONTINUOUS EXPANSION JOINT1/4"MAX. 1/2" DIFF. BTW THRESHOLD& EXTERIOR PAVINGCONCRETE PAVING;REF. PLANS FOR TYPECOMPACTED SUBGRADECONCRETE PAVING @ BUILDING EDGE1" = 1'-0"4FLAG POLE, REF.SPECS FOR TYPEFOUNDATION TUBE TO BE SET2" ABOVE FINISH GRADEFINISHED GRADEPACK DRY SAND BETWEENTHE POLE AND FOUNDATIONTUBE - LEAVE 2" VOID ATTOP OF TUBE AND FILLWITH WATERPROOF SEALANTFOOTING DESIGN AND SHOPDRAWINGS TO BE SUBMITTEDBY CONTRACTOR.FLAGPOLE BASE1 1/2" = 1'-0"6CONCRETE RETAINING WALL1" = 1'-0"1'-6"2'-8"2'-6" MAX. REF. CIVIL GRADING PLAN CONCRETEPAVING, REF.PLANS FOR TYPE(3) #5 CONT, TOP& BOT(7) #4 HORZ.BARS, CONTEXISTINGSUBGRADECONCRETEPAVING,REF. PLANSFOR TYPESTAIR(BEYOND)12" CHAMFEREDEDGESRUBBED FINISH3000 PSICONCRETEVOID ORFOAM6"6"6"#4, STIRRUPS,24" O.C.8"3P-MU1-COP-94NOTE:STAIR RISER COUNT VARIESSEE PLANSSTAIRS WITH HANDRAIL3/4" = 1'-0"1-1/2" BRUSHED S.S. PIPEW/ ESCUTCHEON PLATECORE INSTALL POSTS WITH NON -SHRINKGROUT AND TOP SEALANT, TYP.1/2" PRE-MOLDED EXPANSION JOINTW/ 1/2" JOINT SEALANT W/ #3SMOOTH BAR @ 18" O.C.34"-38" MAX.1'-0"1'-0"1'-0" ALIGN ALIGN10"1'-0"R2"R2"R2" R2 "R2"R2"R2"124°1 2 4 °10"1'-0"#4 BARS, 9" O.C.E.W.,3" CLEAR, TYP#3 BARS @ 9" O.C. HORIZ1/2" PREMOLDED EXPANSIONJOINT W/ 1/2" JOINT SEALANT#3 NOSE BARS,2" CLEAR TYP.VARIES, REF. CIVIL DWGSPAVING, REF.PLANS FOR TYPEPAVING, REF. PLANSFOR TYPE1'-0" TYP.5 1.ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S REPRESENTATIVEPRIOR TO INSTALLATION.2.FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADINGSHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THE SITE AND INSUREPOSITIVE DRAINAGE IN ALL AREAS.3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TOCOMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TOUTILITIES DURING THE COURSE OF CONSTRUCTION.4.IT IS PREFERABLE THAT NO TREE BE STAKED. HOWEVER, CONDITIONS AND PLANTMATERIAL SIZE MAY NECESSITATE STAKING. THE OWNER'S REP SHALL DETERMINE IFSUPPORT IS NEEDED AND SHALL DIRECT THE CONTRACTOR ACCORDINGLY.5.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONALINFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE ANDACCESSORIES.6.ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER, HEIGHT ANDROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDSSHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE.7.BALLED AND BURLAPPED TREES SHALL HAVE THE TOP 2/3 OF THE WIRE BASKETREMOVED. THE BURLAP SHALL BE REMOVED TO THE GREATEST EXTENT POSSIBLE,USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALF UNDER THE WIRE BASKET THATREMAINS.8.ALL QUANTITIES PROVIDED ARE TO BE VERIFIED AND ARE THE RESPONSIBILITY OF THECONTRACTOR.9.IF DISCREPANCIES WITH THE PLAN AND PLANTING SCHEDULE SHOULD OCCUR, THECONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE PROJECT LANDSCAPE ARCHITECTPRIOR TO THE START OF CONSTRUCTION.10.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY CONFLICTS BETWEENUNDERGROUND UTILITIES & PLANTING, THE PROJECT LANDSCAPE ARCHITECT SHALL BENOTIFIED OF THE CONFLICT AND PROVIDE A SOLUTION BEFORE PLANTING MATERIAL ISINSTALLED.11.ALL TREES TO BE MATCHED, WELL BRANCHING AND WITH A STRONG CENTRAL LEADER.12.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT UNSATISFACTORY PLANTSINCLUDING UNAPPROVED SUBSTITUTIONS, DEAD OR DYING PLANTS, AND/OR UNDERSIZED PLANTS PRIOR TO SUBSTANTIAL COMPLETION.PLANTING GENERAL NOTESTREESBOTANICAL NAMESIZE/COND.REMARKSPCPISTACIA CHINENSISB & B4" CAL., SINGLE, STRAIGHT LEADER,CHINESE PISTACHEMATCHINGQSQUERCUS SHUMARDIIB & B4" CAL., SINGLE, STRAIGHT LEADER,SHUMARD RED OAKMATCHINGUCULMUS CRASSIFOLIAB & B4" CAL., SINGLE, STRAIGHT LEADER,CEDAR ELMMATCHINGORNAMENTAL TREESBOTANICAL NAMESIZE/COND.REMARKSABACER PALMATUM `BLOODGOOD`30 GALMULTI-LEADER, MATCHINGBLOODGOOD JAPANESE MAPLECLCHILOPSIS LINEARIS `BUBBA`30 GALMULTI-LEADER, FULL, MATCHINGDESERT WILLOWILDILEX DECIDUA30 GALMULTI-LEADER, FULL, MATCHINGPOSSUMHAW HOLLYSHRUBSBOTANICAL NAMESIZESPACINGREMARKSAGEABELIA X GRANDIFLORA `EDWARD GOUCHER`7 GAL36" o.c.FULL, MATCHINGGLOSSY ABELIABCBERBERIS THUNBERGII `CRIMSON PYGMY`3 GAL24" o.c.FULL, MATCHINGCRIMSON PYGMY BARBERRYIDILEX CORNUTA `DWARF BURFORD`7 GAL36" o.c.FULL, MATCHINGDWARF BURFORD HOLLYINILEX VOMITORIA `NANA`3 GAL36" o.c.FULL, MATCHINGDWARF YAUPONIMNILEX X `MARY NELL`15 GAL72" o.c.FULL TO GROUND, MATCHINGMARY NELL HOLLYJB3JUNIPERUS CONFERTA `BLUE PACIFIC`3 GAL48" o.c.FULL, MATCHINGBLUE PACIFIC JUNIPERPG2PYRACANTHA FORTUNEANA `GRABERI`15 GAL48" o.c.FULL, MATCHINGGRABERI PYRACANTHA ESPALIERRSRHAPHIOLEPIS X DELACOURII `SNOWCAP`3 GAL36" o.c.FULL, MATCHINGSNOWCAP INDIAN HAWTHORNRDROSMARINUS OFFICINALIS ` BLUE SPRIES`3 GAL36" o.c.FULL, MATCHINGROSEMARYGROUND COVERSBOTANICAL NAMESIZESPACINGREMARKSEFCEUONYMUS FORTUNEI `COLORATUS`4"POT12" o.c.FULL, MATCHINGCOLORATUS PURPLE WINTERCREEPERLMLIRIOPE MUSCARI `BIG BLUE`1 GAL18" o.c.FULL, MATCHINGLILY TURFLMSLIRIOPE MUSCARI `SILVER DRAGON`1 GAL18" o.c.FULL, MATCHINGLILY TURFMG2MUHLENBERGIA CAPILLARIS `GULF COAST`3 GAL36" o.c.FULL, MATCHINGGULF COAST MUHLYNP2NASSELLA TENUISSIMA1 GAL18" o.c.FULL, MATCHINGMEXICAN FEATHERGRASSVAVINCA MINOR `ALBA`4"POT12" o.c.FULL, MATCHINGWHITE DWARF PERIWINKLESOD/SEEDBOTANICAL NAMESIZESPACINGREMARKSCDCYNODON DACTYLONSODSOLID, ROLLED TIGHT, SAND FILLED JOINTS,BERMUDA GRASS100% WEED, PEST AND DISEASE FREEPLANT SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL2.00OVERALLPLANTING PLAN1OVERALL PLANTING PLAN1" = 20'-0"L2.01L2.02L2.03L2.04PROPERTY LINELIMIT OF WORKPROPERTY LINELIMIT OF WORK LIMIT OF WORKPROPERTY LINEPROPERTY LINELIMIT OF WORK PROPERTY LINE/ LIMIT OF WORK TRAVIS STREETHAMMOND STREET BURNS STREET113L2.03BIDALTERNATE 32L2.03BIDALTERNATE 21 14JB33BC1UC1UC17LMS17LMS1UCBC3BC328RD200LMLM178IN23QS1QS11QS57INUC13,183 sfCDJB32UC1RD114'-0"MIN., TYP.2ILD2ILD385MG2IN13JB310RD11UC2LM851QS108NP2NP2164NO MOW LINE, TYP.188NP253MG21QS16'-0"15'-0" MIN.LANDSCAPE BUFFER29'-9"15'-0" MIN.LANDSCAPE BUFFERTREESBOTANICAL NAMEPCPISTACIA CHINENSISCHINESE PISTACHEQSQUERCUS SHUMARDIISHUMARD RED OAKUCULMUS CRASSIFOLIACEDAR ELMORNAMENTAL TREESBOTANICAL NAMEABACER PALMATUM `BLOODGOOD`BLOODGOOD JAPANESE MAPLECLCHILOPSIS LINEARIS `BUBBA`DESERT WILLOWILDILEX DECIDUAPOSSUMHAW HOLLYSHRUBSBOTANICAL NAMEAGEABELIA X GRANDIFLORA `EDWARD GOUCHER`GLOSSY ABELIABCBERBERIS THUNBERGII `CRIMSON PYGMY`CRIMSON PYGMY BARBERRYIDILEX CORNUTA `DWARF BURFORD`DWARF BURFORD HOLLYINILEX VOMITORIA `NANA`DWARF YAUPONIMNILEX X `MARY NELL`MARY NELL HOLLYJB3JUNIPERUS CONFERTA `BLUE PACIFIC`BLUE PACIFIC JUNIPERPG2PYRACANTHA FORTUNEANA `GRABERI`GRABERI PYRACANTHA ESPALIERRSRHAPHIOLEPIS X DELACOURII `SNOWCAP`SNOWCAP INDIAN HAWTHORNRDROSMARINUS OFFICINALIS ` BLUE SPRIES`ROSEMARYGROUND COVERSBOTANICAL NAMEEFCEUONYMUS FORTUNEI `COLORATUS`COLORATUS PURPLE WINTERCREEPERLMLIRIOPE MUSCARI `BIG BLUE`LILY TURFLMSLIRIOPE MUSCARI `SILVER DRAGON`LILY TURFMG2MUHLENBERGIA CAPILLARIS `GULF COAST`GULF COAST MUHLYNP2NASSELLA TENUISSIMAMEXICAN FEATHERGRASSVAVINCA MINOR `ALBA`WHITE DWARF PERIWINKLESOD/SEEDBOTANICAL NAMECDCYNODON DACTYLONBERMUDA GRASSPLANT SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL2.01PLANTING PLAN1PLANTING PLAN1" = 10'-0"MATCH LINE SEE SHEET L2.03MATCH LINE SEE SHEET L2.02PROPERTY LINELIMIT OF WORKPROPERTY LINE LIMIT OF WORK VISIBILITY TRIANGLETRAVIS STREETHAMMOND STREET 11111 8CLQS12QS1,898 sfCD8JB310IN1UC218 sfCDLM130RD12IN10JB311UC2UC11QS108NP2NP2141211MG2QS1NP21024'-0"MIN., TYP.2ILD2ILD1ILDUC21QS108NP21ILDLM85BC15RS4BC36RS17LMS81UC1BC18RS4NO MOW LINE, TYP.55MG2274NP2184NP21QS1QS17'-9"15'-0" MIN.LANDSCAPE BUFFERTREESBOTANICAL NAMEPCPISTACIA CHINENSISCHINESE PISTACHEQSQUERCUS SHUMARDIISHUMARD RED OAKUCULMUS CRASSIFOLIACEDAR ELMORNAMENTAL TREESBOTANICAL NAMEABACER PALMATUM `BLOODGOOD`BLOODGOOD JAPANESE MAPLECLCHILOPSIS LINEARIS `BUBBA`DESERT WILLOWILDILEX DECIDUAPOSSUMHAW HOLLYSHRUBSBOTANICAL NAMEAGEABELIA X GRANDIFLORA `EDWARD GOUCHER`GLOSSY ABELIABCBERBERIS THUNBERGII `CRIMSON PYGMY`CRIMSON PYGMY BARBERRYIDILEX CORNUTA `DWARF BURFORD`DWARF BURFORD HOLLYINILEX VOMITORIA `NANA`DWARF YAUPONIMNILEX X `MARY NELL`MARY NELL HOLLYJB3JUNIPERUS CONFERTA `BLUE PACIFIC`BLUE PACIFIC JUNIPERPG2PYRACANTHA FORTUNEANA `GRABERI`GRABERI PYRACANTHA ESPALIERRSRHAPHIOLEPIS X DELACOURII `SNOWCAP`SNOWCAP INDIAN HAWTHORNRDROSMARINUS OFFICINALIS ` BLUE SPRIES`ROSEMARYGROUND COVERSBOTANICAL NAMEEFCEUONYMUS FORTUNEI `COLORATUS`COLORATUS PURPLE WINTERCREEPERLMLIRIOPE MUSCARI `BIG BLUE`LILY TURFLMSLIRIOPE MUSCARI `SILVER DRAGON`LILY TURFMG2MUHLENBERGIA CAPILLARIS `GULF COAST`GULF COAST MUHLYNP2NASSELLA TENUISSIMAMEXICAN FEATHERGRASSVAVINCA MINOR `ALBA`WHITE DWARF PERIWINKLESOD/SEEDBOTANICAL NAMECDCYNODON DACTYLONBERMUDA GRASSPLANT SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL2.02PLANTING PLAN1PLANTING PLAN1" = 10'-0"MATCH LINE SEE SHEET L2.04 MATCH LINE SEE SHEET L2.01PROPERTY LINELIMIT OF WORK PROPERTY LINELIMIT OF WORKVISIBILITY TRIANGLE HAMMOND STREET BURNS STREETVISIBILITY TRIANGLEVISIBILITY TRIANGLEVISIBILITY TRIANGLE VISIBILITY TRIANGLE 1111111 17LMS1UC17LMSBC3BC3UC1LMS171UC113EFCCD2,627 sfQS1AB2VA2,722JB313IN161UCUC1LMS17BC33BC1UC17LMS1UC35BC4RS89EFC199LM12JB32QS6BC34LMS59INRS7BC3872LM48LMRS34VA155377VA299VAID324IMN3PG22CL82NP22AB424VA2PCPC811'-6"10'-0" MIN.LANDSCAPE BUFFER18'-10"10'-0" MIN.LANDSCAPE BUFFERTREESBOTANICAL NAMEPCPISTACIA CHINENSISCHINESE PISTACHEQSQUERCUS SHUMARDIISHUMARD RED OAKUCULMUS CRASSIFOLIACEDAR ELMORNAMENTAL TREESBOTANICAL NAMEABACER PALMATUM `BLOODGOOD`BLOODGOOD JAPANESE MAPLECLCHILOPSIS LINEARIS `BUBBA`DESERT WILLOWILDILEX DECIDUAPOSSUMHAW HOLLYSHRUBSBOTANICAL NAMEAGEABELIA X GRANDIFLORA `EDWARD GOUCHER`GLOSSY ABELIABCBERBERIS THUNBERGII `CRIMSON PYGMY`CRIMSON PYGMY BARBERRYIDILEX CORNUTA `DWARF BURFORD`DWARF BURFORD HOLLYINILEX VOMITORIA `NANA`DWARF YAUPONIMNILEX X `MARY NELL`MARY NELL HOLLYJB3JUNIPERUS CONFERTA `BLUE PACIFIC`BLUE PACIFIC JUNIPERPG2PYRACANTHA FORTUNEANA `GRABERI`GRABERI PYRACANTHA ESPALIERRSRHAPHIOLEPIS X DELACOURII `SNOWCAP`SNOWCAP INDIAN HAWTHORNRDROSMARINUS OFFICINALIS ` BLUE SPRIES`ROSEMARYGROUND COVERSBOTANICAL NAMEEFCEUONYMUS FORTUNEI `COLORATUS`COLORATUS PURPLE WINTERCREEPERLMLIRIOPE MUSCARI `BIG BLUE`LILY TURFLMSLIRIOPE MUSCARI `SILVER DRAGON`LILY TURFMG2MUHLENBERGIA CAPILLARIS `GULF COAST`GULF COAST MUHLYNP2NASSELLA TENUISSIMAMEXICAN FEATHERGRASSVAVINCA MINOR `ALBA`WHITE DWARF PERIWINKLESOD/SEEDBOTANICAL NAMECDCYNODON DACTYLONBERMUDA GRASSPLANT SCHEDULE74LM1,817 sfCDVA1,060ID322PCDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL2.03PLANTING PLAN1PLANTING PLAN1" = 10'-0"MATCH LINE SEE SHEET L2.01 MATCH LINE SEE SHEET L2.04PROPERTY LINELIMIT OF WORKPROPERTY LINE/ LIMIT OF WORK VISIBILITY TRIANGLE TRAVIS STREET11BID ALTERNATE 2BID ALTERNATE 32BASE BID CONDITION1" = 10'-0"3BASE BID CONDITION1" = 10'-0"111 22BC9RS70LMSUC11UC1UCQS1QS1QS11UC71LMS21BC12RS11,183 sfCDID12RS1273MG290MG223BC4RS70LMS77LMS21BC12RS1QS1ILD2ILD411 sfCDMG2201ILD4'-0" MIN., TYP. 4'-0" MIN., TYP.NP24642NP21UC72LMSNO MOW LINE, TYP.NO MOW LINE, TYP.864 sfCDNO MOWLINE, TYP.16IMN1PC69NP2809NP23PC1PC1PC98VA3IN6AGE38AGE18'-3"15'-0" MIN.LANDSCAPE BUFFER12'-10"10'-0" MIN.LANDSCAPE BUFFERTREESBOTANICAL NAMEPCPISTACIA CHINENSISCHINESE PISTACHEQSQUERCUS SHUMARDIISHUMARD RED OAKUCULMUS CRASSIFOLIACEDAR ELMORNAMENTAL TREESBOTANICAL NAMEABACER PALMATUM `BLOODGOOD`BLOODGOOD JAPANESE MAPLECLCHILOPSIS LINEARIS `BUBBA`DESERT WILLOWILDILEX DECIDUAPOSSUMHAW HOLLYSHRUBSBOTANICAL NAMEAGEABELIA X GRANDIFLORA `EDWARD GOUCHER`GLOSSY ABELIABCBERBERIS THUNBERGII `CRIMSON PYGMY`CRIMSON PYGMY BARBERRYIDILEX CORNUTA `DWARF BURFORD`DWARF BURFORD HOLLYINILEX VOMITORIA `NANA`DWARF YAUPONIMNILEX X `MARY NELL`MARY NELL HOLLYJB3JUNIPERUS CONFERTA `BLUE PACIFIC`BLUE PACIFIC JUNIPERPG2PYRACANTHA FORTUNEANA `GRABERI`GRABERI PYRACANTHA ESPALIERRSRHAPHIOLEPIS X DELACOURII `SNOWCAP`SNOWCAP INDIAN HAWTHORNRDROSMARINUS OFFICINALIS ` BLUE SPRIES`ROSEMARYGROUND COVERSBOTANICAL NAMEEFCEUONYMUS FORTUNEI `COLORATUS`COLORATUS PURPLE WINTERCREEPERLMLIRIOPE MUSCARI `BIG BLUE`LILY TURFLMSLIRIOPE MUSCARI `SILVER DRAGON`LILY TURFMG2MUHLENBERGIA CAPILLARIS `GULF COAST`GULF COAST MUHLYNP2NASSELLA TENUISSIMAMEXICAN FEATHERGRASSVAVINCA MINOR `ALBA`WHITE DWARF PERIWINKLESOD/SEEDBOTANICAL NAMECDCYNODON DACTYLONBERMUDA GRASSPLANT SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL2.04PLANTING PLAN1PLANTING PLAN1" = 10'-0"MATCH LINE SEE SHEET L2.02 MATCH LINE SEE SHEET L2.03PROPERTY LINELIMIT OF WORKPROPERTY LINE / LIMIT OF WORKVISIBILITY TRIANGLEVISIBILITY TRIANGLEVISIBILITY TRIANGLEBURNS STREET111111 Date of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL2.06PLANTINGDETAILSSPACING PERPLAN ORPLANT SCHEDULE3"9"PLANTING SOIL IN SHRUB BEDS:1.EXCAVATE EXISTING SOILS 4" BELOWADJACENT CURB OR SIDEWALK2.ADD 3" COMPOST & TILL INTO 6" EXISTINGSOILS, CREATING 9" PLANTING SOIL3.ADD 3" MULCH AFTER PLANTING4.REF. SPECS FOR COMPOST/MULCHINFORMATIONMULCH LAYERTYP. SHRUB PLANTING1" = 1'-0"SHRUB PERPLANTING PLAN2TURF AND SOIL PROFILE1 1/2" = 1'-0"1"4"SOD MAT, REF. PLANTINGPLANS FOR TYPETOPSIOL PREP:SAMPLE STRIPPED TOP SOIL AS SPECIFIED.1.ADD FERTILIZER IN THE RECOMMENDEDDOSES ON THE SURFACE, THEN TILL TO 4" DEPTH2.INSTALL SOD AS SHOWNEXISTING SOIL3NOTE: STEEL EDGE SHALL CREATEA CLEAN SEPARATION BETWEENAREAS & SHALL CREATE SMOOTH,EVEN LINES (AS INDICATED ONTHE PLANS)STEEL EDGING AT PLANTING1 1/2" = 1'-0"3" 112"BARK MULCHPREPARED SOIL INPLANTING AREASTOPSOILTOP OF SOD LAYER316" x 4" STEEL EDGING (BLACK),LOCATED ON PLANTER BED SIDE,TACK WELD CORNERS AND JOINTS,SPOT SPRAY PAINT WHERE NEEDEDWITH BLACK ENAMELCOMPACTED SUBGRADESTEEL STAKE REF. SPECS4NOTE: DO NOT CREATEWATERING RING (SAUCER)AROUND TREE PITCANOPY TREE W/ UNDERGROUND STAKES3/4" = 1'-0"NAIL STAKE"U" BRACKETEDGE OF ROOT BALLROOT BALL ANCHORINGRINGMULCH WITHINCONTAINMENT, SEESPECSEDGE OF HOLELEAVE TRUNK FLAREEXPOSED, PLANTINGROOT BALL 1" ABOVEFINISHED GRADE3" PER SPEC MULCH"U" BRACKETSCARIFY SIDESOF TREE PITNATIVE BACKFILL FROMTREE PIT EXCAVATION,TAMP LIGHTLY & WATER TOELIMINATE VOIDSFOOT-TAMP FIRMLY TOSTABLIZE ROOT BALLUNDISTRUBED SOIL30"-36" NAIL STAKETO ACCOMMODATE ROOT BALLAND PENETRATEUNDISTURBED GROUNDTWICE WIDTH OF ROOT BALL MINIMUM6"MIN.6"LEAVE TRUNK FLARE EXPOSED,PLANTING ROOT BALL 1" ABOVEFINISHED GRADENOTE: AUGER EXCAVATIONOF TREE PIT IS NOTACCEPTABLE.11 1.POINT OF CONNECTION IS APPROXIMATE. IRRIGATION CONTRACTOR SHALL COORDINATE WITHTHOSE INSTALLING THE IRRIGATION METER TO ASSURE THAT IT IS LOCATED IN THE AREASHOWN AND IS OF THE SIZE REQUIRED TO SERVICE THE SYSTEM AS DESIGNED.2.IRRIGATION CONTRACTOR IS RESPONSIBLE TO COORDINATE THE APPROPRIATE ELECTRICALCONNECTION FOR THE SYSTEM CONTROLLER, INCLUDING ANY DATA OR MASTER VALVE WIRINGAS REQUIRED. CONTRACTOR SHALL VERIFY CONTROLLER & SENSOR LOCATION WITH OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION.3.IRRIGATION CONTRACTOR IS RESPONSIBLE TO EXAMINE THE PLANS IN THEIR ENTIRETY TODETERMINE THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITIES. HE SHALLALSO CONTACT THE APPROPRIATE AUTHORITY TO MARK UTILITIES ON THE SITE. THEIRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES ON THESITE CAUSED BY HIS WORK.4.CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR THEIRRIGATION SYSTEM AND ITS INSTALLATION.5.IRRIGATION DRAWINGS ARE SCHEMATIC IN NATURE. AT TIMES MAIN LINES, LATERALS ANDVALVES MAY BE SHOWN IN PAVED AREAS OR OUTSIDE THE PROPERTY LINE FOR PLAN CLARITYPURPOSES ONLY. THE CONTRACTOR SHALL STAKE OUT IN THE FIELD ALL PRINCIPLE SYSTEMCOMPONENTS FOR APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION.6.THE SYSTEM HAS BEEN DESIGNED TO FUNCTION WITH A MINIMUM DYNAMIC WATER PRESSUREOF 59 PSI AT A MINIMUM RATE OF 53 GPM AT THE POINT WHERE THE WATER METER ISCONNECTED. THE CONTRACTOR SHALL TAKE THREE READINGS (ONE AT 7:00 A.M., ONE AT12:00 P.M., AND ONE AT 7:00 P.M.) ON TWO SEPARATE DAYS AND SUBMIT TO THE OWNERSREPRESENTATIVE FOR VERIFICATION OF PRESSURE PRIOR TO BEGINNING THE WORK.7.ALL TRENCHING WITHIN DRIP LINES OF EXISTING TREES SHALL BE BY HAND TOOLS. SHOULDROOTS OVER 3" IN DIAMETER BE ENCOUNTERED, THE CONTRACTOR MAY PROVIDE ANOTHERPIPE ROUTE IF LOCATION IS PROVIDED ON THE AS-BUILT DOCUMENTS.IRRIGATION GENERAL NOTES SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD 1806-SAM-PRS 15 STRIP SERIESTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 5 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 8 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 10 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 12 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 15 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 STRIP SERIESSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 5 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 8 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 10 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 12 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.IRRITROL BUBBLERIRRITROL 533 BUBBLER ON RAIN BIRD 1812 BODY. SETBUBBLER TO 90 DEGREE ARC.RAIN BIRD RWS-B-CROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0"LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, ANDCHECK VALVE. RAIN BIRD BUBBLER OPTION ASINDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0GPM, 1408 2.0 GPM. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONIRRITROL 700ELECTRIC REMOTE CONTROL VALVERAIN BIRD 44-LRC1" QUICK COUPLER VALVE, PURPLE RUBBER LOCKINGCOVER.NIBCO T-113CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEELHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER ATVALVE LOCATION.2" ARAD HYDROMETERFEBCO 850 1-1/2"DOUBLE CHECK BACKFLOW ASSEMBLY WITHWYE-STRAINER.IRRINET M CONTROLLERHUNTER MINI-CLIKRAIN SENSOR, MOUNT AS NOTEDWHITE ROGERS FREEZE SENSORWATER METER 2"2" TYPE K COPPER PIPE FROM METER THROUGHBACKFLOW ASSEMBLYIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE AREINDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE.IRRIGATION MAINLINE: PVC CLASS 200 SDR 21PIPE SLEEVE: PVC CLASS 200 SDR 212 SIZES LARGER THAN PIPE WITHIN.BFRSFSMValve NumberValve CalloutValve FlowValve SizeIRRIGATION SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL3.00OVERALLIRRIGATIONPLAN1OVERALL IRRIGATION PLAN1" = 20'-0"L3.01L3.02L3.03L3.04PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINE TRAVIS STREETHAMMOND STREET BURNS STREET3L3.03BIDALTERNATE 32L3.03BIDALTERNATE 2LIMIT OF WORKLIMIT OF WORK LIMIT OF WORKLIMIT OF WORK 1411.61"1629.2112"1745.0112"44.518112"37.419112"1411"112"1523.1112"31.620112"1 SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD 1806-SAM-PRS 15 STRIP SERIESTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 5 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 8 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 10 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 12 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 15 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 STRIP SERIESSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 5 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 8 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 10 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 12 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.IRRITROL BUBBLERIRRITROL 533 BUBBLER ON RAIN BIRD 1812 BODY. SETBUBBLER TO 90 DEGREE ARC.RAIN BIRD RWS-B-CROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0"LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, ANDCHECK VALVE. RAIN BIRD BUBBLER OPTION ASINDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0GPM, 1408 2.0 GPM. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONIRRITROL 700ELECTRIC REMOTE CONTROL VALVERAIN BIRD 44-LRC1" QUICK COUPLER VALVE, PURPLE RUBBER LOCKINGCOVER.NIBCO T-113CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEELHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER ATVALVE LOCATION.2" ARAD HYDROMETERFEBCO 850 1-1/2"DOUBLE CHECK BACKFLOW ASSEMBLY WITHWYE-STRAINER.IRRINET M CONTROLLERHUNTER MINI-CLIKRAIN SENSOR, MOUNT AS NOTEDWHITE ROGERS FREEZE SENSORWATER METER 2"2" TYPE K COPPER PIPE FROM METER THROUGHBACKFLOW ASSEMBLYIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE AREINDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE.IRRIGATION MAINLINE: PVC CLASS 200 SDR 21PIPE SLEEVE: PVC CLASS 200 SDR 212 SIZES LARGER THAN PIPE WITHIN.BFRSFSMValve NumberValve CalloutValve FlowValve SizeIRRIGATION SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL3.01IRRIGATIONPLAN1IRRIGATION PLAN1" = 10'-0"MATCH LINE SEE SHEET L3.03MATCH LINE SEE SHEET L3.02PROPERTY LINELIMIT OF WORKPROPERTY LINELIMIT OF WORK TRAVIS STREETHAMMOND STREET 1 640.5112"737.8112"1112.21"1248.2112"1327.0112"112"411""211"2513.01"221"221"817.4112"930.5112"1016.81" SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD 1806-SAM-PRS 15 STRIP SERIESTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 5 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 8 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 10 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 12 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 15 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 STRIP SERIESSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 5 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 8 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 10 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 12 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.IRRITROL BUBBLERIRRITROL 533 BUBBLER ON RAIN BIRD 1812 BODY. SETBUBBLER TO 90 DEGREE ARC.RAIN BIRD RWS-B-CROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0"LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, ANDCHECK VALVE. RAIN BIRD BUBBLER OPTION ASINDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0GPM, 1408 2.0 GPM. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONIRRITROL 700ELECTRIC REMOTE CONTROL VALVERAIN BIRD 44-LRC1" QUICK COUPLER VALVE, PURPLE RUBBER LOCKINGCOVER.NIBCO T-113CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEELHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER ATVALVE LOCATION.2" ARAD HYDROMETERFEBCO 850 1-1/2"DOUBLE CHECK BACKFLOW ASSEMBLY WITHWYE-STRAINER.IRRINET M CONTROLLERHUNTER MINI-CLIKRAIN SENSOR, MOUNT AS NOTEDWHITE ROGERS FREEZE SENSORWATER METER 2"2" TYPE K COPPER PIPE FROM METER THROUGHBACKFLOW ASSEMBLYIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE AREINDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE.IRRIGATION MAINLINE: PVC CLASS 200 SDR 21PIPE SLEEVE: PVC CLASS 200 SDR 212 SIZES LARGER THAN PIPE WITHIN.BFRSFSMValve NumberValve CalloutValve FlowValve SizeIRRIGATION SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL3.02IRRIGATIONPLAN1IRRIGATION PLAN1" = 10'-0"MATCH LINE SEE SHEET L3.04 MATCH LINE SEE SHEET L3.01PROPERTY LINELIMIT OF WORK PROPERTY LINELIMIT OF WORKHAMMOND STREET BURNS STREET11 2123.8112"12.1261"17.0271"15.5281"13.5291"9.44411"40.042112"22.443112"21.222112"112"112"112"411"252.001"37.823112"30.224112"112" SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD 1806-SAM-PRS 15 STRIP SERIESTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 5 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 8 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 10 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 12 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 15 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 STRIP SERIESSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 5 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 8 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 10 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 12 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.IRRITROL BUBBLERIRRITROL 533 BUBBLER ON RAIN BIRD 1812 BODY. SETBUBBLER TO 90 DEGREE ARC.RAIN BIRD RWS-B-CROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0"LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, ANDCHECK VALVE. RAIN BIRD BUBBLER OPTION ASINDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0GPM, 1408 2.0 GPM. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONIRRITROL 700ELECTRIC REMOTE CONTROL VALVERAIN BIRD 44-LRC1" QUICK COUPLER VALVE, PURPLE RUBBER LOCKINGCOVER.NIBCO T-113CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEELHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER ATVALVE LOCATION.2" ARAD HYDROMETERFEBCO 850 1-1/2"DOUBLE CHECK BACKFLOW ASSEMBLY WITHWYE-STRAINER.IRRINET M CONTROLLERHUNTER MINI-CLIKRAIN SENSOR, MOUNT AS NOTEDWHITE ROGERS FREEZE SENSORWATER METER 2"2" TYPE K COPPER PIPE FROM METER THROUGHBACKFLOW ASSEMBLYIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE AREINDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE.IRRIGATION MAINLINE: PVC CLASS 200 SDR 21PIPE SLEEVE: PVC CLASS 200 SDR 212 SIZES LARGER THAN PIPE WITHIN.BFRSFSMValve NumberValve CalloutValve FlowValve SizeIRRIGATION SCHEDULE2135.1112"18.5431"112""2112"11.16112"411"22.1261"252.001"30.224112"112"Date of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL3.03IRRIGATIONPLAN1IRRIGATION PLAN1" = 10'-0"MATCH LINE SEE SHEET L3.01 MATCH LINE SEE SHEET L3.04PROPERTY LINEPROPERTY LINE/ LIMIT OF WORK TRAVIS STREET2BASE BID CONDITION1" = 10'-0"3BASE BID CONDITION1" = 10'-0"BID ALTERNATE 2BID ALTERNATE 3111 MCBFHRSFS210.91"28.631112"28.432112"13.5331"3410.91"14.2351"11.1361"9.65371"21.738112"16.0391"40.040112"314.61"414.41"112""2221""2131.0112"11.3301"7.28441" SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD 1806-SAM-PRS 15 STRIP SERIESTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 5 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 8 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 10 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 12 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1806-SAM-PRS 15 SERIES MPRTURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDEDWIPER SEAL. PRESSURE REGULATED. WITH SEAL-A-MATICCHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 STRIP SERIESSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 5 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 8 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 10 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 12 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.RAIN BIRD 1812-SAM-PRS 15 SERIES MPRSHRUB SPRAY 12.0" POP-UP SPRINKLER WITHCO-MOLDED WIPER SEAL. PRESSURE REGULATED. WITHSEAL-A-MATIC CHECK VALVE.IRRITROL BUBBLERIRRITROL 533 BUBBLER ON RAIN BIRD 1812 BODY. SETBUBBLER TO 90 DEGREE ARC.RAIN BIRD RWS-B-CROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0"LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, ANDCHECK VALVE. RAIN BIRD BUBBLER OPTION ASINDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0GPM, 1408 2.0 GPM. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONHUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE.HUNTER PGP-ADJ-BTURF ROTOR, 4.0" POP-UP ON 3/4" LASCO SWING JOINT.STANDARD ANGLE BLUE NOZZLE. SYMBOLMANUFACTURER/MODEL/DESCRIPTIONIRRITROL 700ELECTRIC REMOTE CONTROL VALVERAIN BIRD 44-LRC1" QUICK COUPLER VALVE, PURPLE RUBBER LOCKINGCOVER.NIBCO T-113CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEELHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER ATVALVE LOCATION.2" ARAD HYDROMETERFEBCO 850 1-1/2"DOUBLE CHECK BACKFLOW ASSEMBLY WITHWYE-STRAINER.IRRINET M CONTROLLERHUNTER MINI-CLIKRAIN SENSOR, MOUNT AS NOTEDWHITE ROGERS FREEZE SENSORWATER METER 2"2" TYPE K COPPER PIPE FROM METER THROUGHBACKFLOW ASSEMBLYIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE AREINDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" INSIZE.IRRIGATION MAINLINE: PVC CLASS 200 SDR 21PIPE SLEEVE: PVC CLASS 200 SDR 212 SIZES LARGER THAN PIPE WITHIN.BFRSFSMValve NumberValve CalloutValve FlowValve SizeIRRIGATION SCHEDULEDate of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL3.04IRRIGATIONPLAN1IRRIGATION PLAN1" = 10'-0"MATCH LINE SEE SHEET L3.02 MATCH LINE SEE SHEET L3.03PROPERTY LINEPROPERTY LINE / LIMIT OF WORKBURNS STREETLIMIT OF WORK1 Date of issue:09.18.2018DCBAEPacheco KochAPESDNAACE RDLRXTEFO GERI ATSTEA S ETTCCETS IHHARMAN3146ANN E M.05.01.2018ISSUE FOR BIDDATEJOB09.18.20182000.01ISSUESREVISIONS109.18.2018CHANGE ORDER 011209.18.2018ISSUE FOR CONSTRUCTIONL3.06IRRIGATIONDETAILS4'-0" TO CENTEROF LCD SCREEN CONTROLLER PER LEGEND, WALLMOUNTELEC. CONDUIT FOR 120 V, ac (60Hz) POWER SERVICEELEC. CONDUIT FOR WIRING(4) GALVANIZED MOUNTINGBRACKETS, SPACE EVENLYIRRIGATION CONTROLLER - WALL MOUNT1" = 1'-0"1FROM METERTO VALVESNOTE:CONTRACTOR SHALL INSTALL Y STRAINER PER TCEQ REQUIREMENTS WITH DCADOUBLE CHECK ASSEMBLY1" = 1'-0"6" MIN.COPPER FEMALE ADAPTERPVC MALE ADAPTER TO 2" PVC MAIN6" PEA GRAVEL(1) BRICK EACH SIDE2" K COPPER PIPE & FITTINGS2" UNION, EACH SIDE2" FEBCO DCAJUMBO VALVE BOXWITH FLAT TOP LID2HYDROMETER1 1/2" = 1'-0"JUMBO FLAT TOP VALVE BOX(2) - #14 YELLOW WIRES FROMSOLENOID TO CONTROLLER.PROVIDE TWELVE INCH (12")MINIMUM EXPANSION COILS.SCH. 80 PVC MALE ADAPTERHYDROMETER, PER PLANS, SIZEDPER MAINLINESCH. 80 PVC THREADED COUPLINGSCH. 80 PVCTHREADEDUNIONSCH. 40 PVC 45°ELBOWSPVC MAINLINEFINISHED GRADEBRICK SUPPORT,(2) PER SIDE, TYP.3" DEPTH PEA GRAVELNOTES:·HYDROMETER SHALL BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS AND RECOMMENDATIONS.·ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES.WIRE CONNECTIONS SHALL BE MADE USING DBR-Y/6 ORAPPROVED EQUAL.4"-8"FlowFlow(2) - BLUE WIRESFROM FLOWSENSOR TOCONTROLLER3*VALVE/BOX REQUIREMENTS, MAX. MANIFOLDING:- ONE 1 12" VALVE PER STANDARD VALVE BOX- TWO 1" VALVES PER STANDARD VALVE BOX- TWO 1 12" VALVES PER JUMBO VALVE BOX- THREE 1" VALVES PER JUMBO VALVE BOXAUTOMATIC SYSTEM VALVE1 1/2" = 1'-0"6"12" MIN 4"WIRE IN CONDUIT UNDERPAVING ONLYMAIN LINE TOP OF PIPEAT 18" DEPTH3" DEPTH PEA GRAVELBRICK SUPPORT, EACH SIDE,AS NEEDED TO REACHCLEARANCE, TYP.SCH. 80 PVC NIPPLES,SAME AS VALVE SIZE, TYP.SPEARS SCH. 80 PVCBALL VALVEVALVE SIZED PER PLANSET BOX 2" ABOVEGRADE IN BED AREAS,1" IN TURF AREAS, TYP.VALVE BOXWATERPROOF SPLICES4QUICK COUPLER VALVE1 1/2" = 1'-0"2"-4"CLEARSPEARS 3/4" SCH. 80 SWINGJOINT RISER ASSEMBLYMAIN LINE(2) SCREW CLAMPS, TYP.BRICK SUPPORT,1 PER SIDE, TYP.3" DPETH PEA GRAVEL18" #5 REBAR SET 12" MIN.INTO DISTURBED SOILQUICK COUPLER PER PLANPURPLE VALVE BOXSET BOX 1/4" ABOVE SODFINISH GRADE5SCH 80 BALL (ISOLATION) VALVE1 1/2" = 1'-0"3" DEPTH PEA GRAVELBRICK SUPPORT, 1 PER SIDE, TYP.PVC MALE ADAPTERS, TYP.SCH 80 BALL VALVE PER LEGENDSET BOX 2" ABOVE GRADE IN BEDAREAS, 1" IN TURF AREAS, TYP.10" ROUND VALVE BOX61'-0"ROTOR HEAD3" = 1'-0"EDGE OF WALK, CURBOR FACE OF WALLROTOR SET FLUSHSCH. 80 NIPPLE(LENGTH AS REQ.)SCH. 80 DOUBLE SWING(STREET EL AND ELBOW)SCH. 80 NIPPLE(10-12" LENGTH)SCH. 80 NIPPLESTREET ELPVC TEE OR EL4"CHECK VALVE HEADS AT LOWPOINTS OF ZONES7SPRAY HEAD3" = 1'-0"COMPACT SOIL AROUNDHEAD - SET TOP OF HEAD1/4" ABOVE FINISH GRADE4" POP-UP SPRAY-40 PSI HEAD FOR MP ROTATOR-30 PSI HEAD FOR SPRAYNOZZLESFLEX PIPE ASSEMBLYCLASS 200 PVCLATERAL LINES1'-0" MIN. 1'-4" MAX.83"1'-0" MIN.1'-4" MAX.BUBBLER HEAD1 1/2" = 1'-0"2'-0" TYP.FLEX PIPE ASSEMBLYCOMPACT SOILAROUND HEADMULCH LAYER4" POP-UP W/BUBBLER PER LEGENDCLASS 200PVC LATERAL LINES9ROOT ZONE WATERING SYSTEM3" = 1'-0"SHREDDED BARKMULCH @ TREES3", TYP.18"GRATED CAPROOT WATERING SYSTEMPER PLANSWING JOINT ASSEMBLYTEE OR ELLATERAL LINE AS SIZEDBACKFILL SOIL, TYP.10STANDARD VALVE BOX WITHPURPLE NON-POTABLE LIDSET BOX 14" ABOVESOD FINISH GRADEQUICK COUPLER18" #5 REBAR SET 12" MIN.INTO UNDISTURBED SOIL(2) SCREW CLAMPS, TYP.BRICK SUPPORT, EACH SIDE,AS NEEDED TO REACHCLEARANCE, TYP.2"-4"CLEARSPEARS SCH. 80 PVCBALL VALVE3" DEPTH PEA GRAVELMAIN LINE UP2/ A04-013/ A04-014/ A04-011/ A04-01TRAVIS STREETOLD TOWN PUBLIC PARKINGSTAFF/PERFORMER PARKINGBURNS STREETHAMMOND STREETW. MAIN STREETALLEYALLEYA00-024A00-021A00-026A00-025A00-023N 88o 13' 39" E417.32'S 01o 46' 21" E287.14'P1P1P1P1P1P1P1P1P1P1P1P1P1P1P2P2P2P2P2P2P2P2P2P2P2P2P2P2P2PROVIDE POWER & BASE FOR 'P2' STREET LIGHTS; FIXTURES TO BE PROVIDED BY OTHERS, N.I.C.ALTERNATE #1WEST LOTALTERNATE #2GARDENALTERNATE #3GAZEBOA00-0274/ A047/ A045/ A046/ A04P1P1P1P1P1 P1 P1N 00o 30' 09" W307.29'S 85o 31' 05" W424.60'RIGHT-OF-WAY DEDICATIONRIGHT-OF-WAY DEDICATION9' - 0"12' - 0"DATEJOBISSUES9/18/2018 10:17:59 PMA00-01BSITE PLAN - FULL BUILD05.01.201817008.000009.18.2018A00-01BSITE PLAN - FULL BUILD2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/16" = 1'-0"1SITE PLANNORTHHALLM.P.B.B.111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T GDBFCA9'-4" TALL CMU SCREEN WALL WITH FACE BRICK EXTERIOR FINISH & CAST STONE COPING, TYP.8'-0" TALL WOOD SLAT SCREEN WALL, "SHADOWBOX" STYLE; REF. LANDSCAPING FOR PLANTINGP11A05-202A05-20CONCRETE SEAT WALL, REF. LANDSCAPE1' - 4"2' - 8"STAIR, REF. LANDSCAPEREF. LANDSCAPE FOR GRADINGSTAIR, REF. LANDSCAPE4' - 0"ESES9' - 4" 4' - 0"ES4' - 8" 9' - 4" 9' - 4" 4' - 8"EWEWEWEWEWALL WORK CALLED OUT ABOVE TO BE INCLUDED IN ALTERNATE #2 U.N.O.2' - 8"46' - 8"2' - 1"9' - 4" 9' - 4" 9' - 4" 12' - 0" 17' - 0"9' - 4" 9' - 4" 9' - 4" 9' - 4" 4' - 7 1/2" 4' - 8 1/2"EQ EQEQ EQORNAMENTAL TREES, REF. LANDSCAPE212' - 11 1/4"GDBHFCACLALTERNATE #3: PAINTED WOOD GROVE GAZEBO & ASSOCIATED PAVING(2) FLAG POLES, 30' TALL; REF. ELECTRICAL FOR LIGHT FIXTURES INTEGRATED INTO POLES9' - 4"INTEGRAL COLOR CONCRETE, REF. LANDSCAPEPLANTING AREAS, REF. LANDSCAPECOBBLE, REF. LANDSCAPEAREAS DEDICATED FOR FUTURE SCULPTURE PADS; ALLOW 36" CLEAR BETWEEN SCULPTURE & PLANTING AREASA00-027353230282520342629211161271418P1P1P1P1P1P1BICYCLE RACKS, REF. LANDSCAPE2' - 1" 9' - 4" 18' - 8" 11' - 4" 18' - 8" 11' - 4" 18' - 8" 10' - 8" 18' - 8" 9' - 4" 18' - 8" 9' - 4"1' - 8 1/2" 8' - 1 1/4" 17' - 4" 9' - 4" 20' - 0" VARIES8' - 8" 8' - 8"GENERATOR, REF. ELECTRICALTRANSFORMER, REF. ELECTRICALDUMPSTERS, 8-YARD CAPACITY6' - 10"6' - 11"METAL GATES9'-0" TALL METAL SLAT SCREEN WALL; "SHADOWBOX" STYLE8'-0" TALL CMU SCREEN WALL WITH FACE BRICK EXTERIOR FINISH & ENGINEERED METAL COPING, TYP.12' - 0"18' - 8"CLCLCLCL4' - 0" 4' - 0" 4' - 0"CLCLCLCLCLCL3' - 4" 4' - 0" 4' - 0" 4' - 0" 3' - 4"1' - 1"16' - 6"4A05-203A05-205A05-2064235YX8'-0" TALL METAL SLAT SCREEN WALL; "SHADOWBOX" STYLECONDENSER UNITS, REF. MECHANICAL13/ A08-12118117130CLEAR, MIN.2' - 6" 7' - 0" 5' - 5 1/2" 3' - 10" 4' - 6" 3' - 10" 8' - 4"CLEAR, MIN.2' - 6"7' - 2"10' - 1"CLEAR, MIN.6"1' - 1"8'-0" TALL METAL SLAT SCREEN WALL; "SHADOWBOX" STYLE13A08-0130343127X160B3' - 10" 10' - 0" 3' - 10" 3' - 6" 3' - 10"CLEAR, MIN.2' - 6"6"7' - 9"7' - 10"CLEAR, MIN.6"CONDENSER UNITS, REF. MECHANICALPAINTED WOOD GAZEBO; 10' TO 15' TALL(4) 16" DIAMETER, 6'-0" DEEP CONCRETE FOOTINGS18' - 4"8' - 6"4' - 2"10' - 0"4' - 2"PRIMARY FRAMING MEMBERSOUTRIGGERSBACK WALL; 2x6 WOOD FRAMING 12" O.C. WITH T&G SIDING, 10' TALLALTERNATE #3 SITE PAVING28' - 0"ALTERNATE #3 SITE PAVING18' - 0"GDBFCAP19' - 4" 18' - 8" 4' - 8" 2' - 1"11' - 5 1/4"10' - 4"9' - 4"9' - 4"9' - 4"9' - 4"9' - 4"8' - 0"65' - 0"9' - 4" 9' - 4" 9' - 4" 9' - 4" 4' - 8"42' - 0"2' - 1"214' - 3 1/4"7' - 2"DATEJOBISSUES9/18/2018 10:18:12 PMA00-02ENLARGED SITEDETAILS05.01.201817008.000009.18.2018A00-02ENLARGED SITE DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"4ALTERNATE #2 - GARDEN 1/8" = 1'-0"1ENLARGED PLAN - GROVE 1/8" = 1'-0"6TRASH & EQUIPMENT SCREEN PLAN 1/4" = 1'-0"5WEST EQUIPMENT YARD PLAN 1/4" = 1'-0"3EAST EQUIPMENT YARD PLAN 1/4" = 1'-0"7ALTERNATE #3 - GAZEBO 1/8" = 1'-0"2BASE BID - GARDENHALLM.P.B.B.1111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T FLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABFLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABFLOOR PLAN DESIGNATIONCMUWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGHOLLOWGROUT FILLEDFLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABFLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABFLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABFLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABFLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABFLOOR PLAN DESIGNATIONSTUDWIDTHPARTITIONWIDTHUL LISTING(WHENRATED)STC RATINGWITHSABW/OSABPARTITION TYPE NOTESINTERIOR PARTITION METAL STUD SPAN CHART FORBRACINGTYPICAL PARTITION HEAD CONDITIONS ANDBRACINGINTERIOR PARTITION METAL STUD SPAN CHARTTHIS DATA IS BASED ON ASTM C-754-15 STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM PRODUCTS FOR THE PURPOSE OF LIMITING THE HEIGHTS OF UNBRACED PARTITIONS. THE USE OF THIS DATA IS SET TO MAXIMUM HEIGHT STANDARD FOR SUCH PARTITIONS.(CALCULATED AT 5 PSF LATERAL LOAD AND L/240 DEFLECTION AND ONE LAYER OF 5/8" GYPSUM BOARD EACH SIDE OF STUD.)FOR UNBRACED SPANS GREATER THAN 27' CONSULT ARCHITECT.1. MAXIMUM UNBRACED SPAN IS DEFINED AS THE TOTAL DISTANCE BETWEEN THE TOP OF FINISHED FLOOR AND THE UNDERSIDE OF STRUCTURAL DECK OR APPROPRIATE LATERAL BRACE. SEE LATERAL BRACING DIAGRAM.2. THESE SPANS ARE CALCULATED FOR ONE LAYER OF GYPSUM BOARD ON EACH SIDE OF A METAL STUD PARTITION. THESE MAXIMUM UNBRACED SPANS MUST BE REDUCED BY 2'-0" IF ONLY ONE SIDE OF 5/8" GYPSUM BOARD IS USED.3. SUSPENDED CEILINGS OF ANY KIND ARE NOT TO BE CONSIDERED APPROPRIATE LATERAL BRACING FOR ANY PARTITION CONSTRUCTION AND SHALL REDUCE THE MEASUREMENT OF UNBRACED SPAN.4. IN NO CASE SHALL THE MAXIMUM UNBRACED SPANS EXCEED THE REQUIREMENTS OF ASTM C-754.NOTES:0'M A X I M U M U N B R A C E D S P A NCH STUDS24" ON CENTER SPACING1'2'3'4'5'6'7'8'9'10'11'12'13'14'15'212CH138 -33 (20 GA)400CH138 -33 (20 GA)600CH138 -33 (20 GA)162S125 -18 (25 GA)STANDARD STUDS16" ON CENTER SPACING162S125 -33 (20 GA)212S125 -18 (25 GA)212S125 -33 (20 GA)1-5/8"STUDSSTANDARD STUDS12" ON CENTER SPACING2-1/2"STUDS4"STUDS6"STUDSM A X I M U M U N B R A C E D S P A N2-1/2"C-H4"C-H6"C-H3-5/8"STUDS1-5/8"STUDS2-1/2"STUDS4"STUDS6"STUDS3-5/8"STUDS358S125 -18 (25 GA)358S125 -33 (20 GA)400S125 -18 (25 GA)400S125 -33 (20 GA)600S125 -18 (25 GA)600S125 -33 (20 GA)162S125 -18 (25 GA)162S125 -33 (20 GA)212S125 -18 (25 GA)212S125 -33 (20 GA)358S125 -18 (25 GA)358S125 -33 (20 GA)400S125 -18 (25 GA)400S125 -33 (20 GA)600S125 -18 (25 GA)600S125 -33 (20 GA)16'17'18'19'20'21'22'23'24'25'26'27'0'1'2'3'4'5'6'7'8'9'10'11'12'13'14'15'16'17'18'19'20'21'22'23'24'25'26'27'PARTITION TYPE LEGENDA6-DAPARTITION HEAD CONDITION INDICATES ACOUSTICAL TREATMENT OF PARTITIONPARTITION TYPE (SEE PARTITION TYPE SHEET FORASSEMBLY DETAILS) SUSPENDED CEILING AS SCHEDULEDCEILING HEIGHT SHOULD NOT EXCEED MAX. UNBRACED STUD HEIGHT.6"3-5/8" MTL. STUD BRACING AT 45° (TYP.) STAGGERED AT 4'-0" EACH SIDE SECURED TO STRUCTUREPARTITION TO EXTEND ABOVE CEILINGPARTITION TO UNDERSIDE OF CEILING.1. PARTITION STUD FRAMING AND GYP BOARD (BOTH SIDES) ON FULL HEIGHT WALLS TO EXTEND TO UNDERSIDE OF STRUCTURAL DECK.2. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER 15'-0" IN HEIGHT, U.N.O.3. REFER UL MANUAL FOR APPROPRIATE HEAD DETAILS4. STC RATINGS APPLY ONLY TO PARTITIONS WITH A "D" HEAD CONDITION.5. REFER TO STUD SPAN CHART FOR STUD GAUGE REQUIREMENTS BASED ON VERTICAL SPANS.ROOF / FLOOR STRUCTURE AS INDICATED= PARTITION TO BOTTOM OF CEILINGWALL EXTENDS TO UNDERSIDE OF CEILING. = PARTITION TO ABOVE HIGHEST CEILINGWALLS WILL TERMINATE AT A MINIMUM OF 6" ABOVE HIGHEST ADJOININGCEILING UNLESS NOTED OTHERWISE ON PLAN. TERMINATE 1 FULL COURSEABOVE AT MASONRY WALLS= PARTITION TO UNDERSIDE OF DECKWALLS WILL TERMINATE TO BOTTOM OF STRUCTURAL DECK.BCDPARTITION HEAD CONDITIONBCDE= PARTIAL HEIGHT PARTITIONREF. ELEVATIONS FOR HEIGHTE= UNBRACED PARTITION TO UNDERSIDE OF DECKWALLS WILL TERMINATE TO BOTTOM OF STRUCTURAL DECKFFPARTIAL HEIGHT PARTITION, REF. ELEVATION FOR HEIGHTPARTITION TO EXTEND TO UNDERSIDE OF DECKPARTITION TO EXTEND TO UNDERSIDE OF DECKLINE OF STRUCTURE LINE OF CEILINGSOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACK1 LAYER OF 5/8" GYPSUM BOARDMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHEN NOTED, TYP. REFER TYP. HEAD CONDITION CHART, IF FIRE RATED SEE UL DETAILSA3A8A4A2A11 5/8"2 1/2"3 5/8"4"8"2 7/8"3 3/4"4 7/8"5 1/4"9 1/4"U494U419U419U419A6 6" 7 1/4" U419NOT RATED 44 4044 4044 4044 4044 4044 40METAL STUD - REFER SCHEDULE LINE OF STRUCTURELINE OF CEILINGSOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACK5/8" GYPSUM BOARDMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHARTE3E6E4E2E1 1 5/8"2 1/2"3 5/8"4"6"2 1/4"3 1/8"4 1/4"4 5/8"6 5/8"NOT RATED N/ANAE0 7/8" 1 1/2"NOT RATED NANANOT RATED NANANOT RATED NANANOT RATED NANANOT RATED NANAMETAL STUD - REFER SCHEDULE LINE OF STRUCTURELINE OF CEILINGLINE OF STRUCTUREMORTAR JOINTSTEEL ANGLEACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHARTH8H6H4 3 5/8"5 5/8"7 5/8"NOT RATED4 HR. = U9013 HR. = U9042 HR. = U9053 5/8"5 5/8"7 5/8"H12 11 5/8" 11 5/8"40 4542 5144 5548 61CMU - REFER SCHEDULE (4 HR.) CLASS. B-4(3 HR.) CLASS. C-3(2 HR.) CLASS. D-22 HR. = U906LINE OF STRUCTURELINE OF CEILINGSOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACK2 LAYERS OF 5/8" GYPSUM BOARDMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHART, IF FIRE RATED SEE UL DETAILSB3B6B4B2B11 5/8"2 1/2"3 5/8"4"6"4 1/8"5"6 1/8"6 1/2"8 1/2"U419U419U419U41956 48U41956 4856 4856 4856 48METAL STUD - REFER SCHEDULE LINE OF STRUCTURELINE OF CEILINGSOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACK2 LAYERS OF 5/8" GYPSUM BOARDMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHARTF3F6F4F2F1 1 5/8"2 1/2"3 5/8"4"6"2 7/8"3 3/4"4 7/8"5 1/4"7 1/4"NOT RATEDNOT RATED NAV497V497NAV497NANANANANANANANAF0 7/8" 2 1/8" NOT RATED NANALINE OF STRUCTURESOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACK2 LAYERS OF 3/4" PLYWOOD SHEATHINGMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHARTP6P4 4"6"5 1/2"7 1/2"NOT RATEDNOT RATEDNANANANAP8 8" 9 1/2"NOT RATEDNANALINE OF STRUCTURELINE OF CEILINGSOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACK2 LAYERS OF 5/8" GYPSUM BOARDMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHARTF3F6F43 5/8"4"6"VARIESV496V496V496NANANANANANAVARIESVARIESVARIES, REF. PLANSLINE OF STRUCTURESOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACK2 LAYERS OF 3/4" PLYWOODMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHARTQ6Q3 3 5/8"6"5 3/4"8 1/8"NOT RATEDNOT RATEDNANANANA5/8" GYPSUM BOARDLINE OF STRUCTURESOUND ATTENUATION BATTS WHERE INDICATEDLINE OF STRUCTUREMETAL STUD TRACKADHERED THIN BRICK VENEERMETAL STUD TRACKACOUSTICAL SEALANT WHERE INDICATEDACOUSTICAL SEALANT WHERE INDICATEDREFER TYP. HEAD CONDITION CHARTR6R3 3 5/8"6"5 3/4"8 1/8"NOT RATEDNOT RATEDNANANANA5/8" GYPSUM BACKER BOARDJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAP ON ADJACENT SURFACES. OMIT AT NON-RATED ASSEMBLY1/4" CONT BRIDGE PLJOINT ASSEMBLY - MINERAL WOOL FORMINT MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESBENT STEEL PLATE (ALTERNATING) COORDINATE WITH STRUCTURAL FOR SIZE, SPACING AND ATTACHMENTPARTITION ASSEMBLY - RATED CONCRETE MASONRY UNITS OR 6" MIN. SOLID CONCRETEUL# HW-D-0110ASSEMBLY RATING:TWO HOURJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAP ON ADJACENT SURFACES. OMIT AT NON-RATED ASSEMBLYJOINT ASSEMBLY - MINERAL WOOL FORMING MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESBENT STEEL PLATE (ALTERNATING) COORDINATE WITH STRUCTURAL FOR SIZE, SPACING AND ATTACHMENTPARTITION ASSEMBLY - RATED CONCRETE MASONRY UNITS OR 6" MIN. SOLID CONCRETEUL# HW-D-0110ASSEMBLY RATING:TWO HOURJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN 1/2" OVERLAP ON ADJACENT SURFACESZ CLIP THROUGH FIREPROOFING IF APPLICABLEPARTITION ASSEMBLY - DEFLECTION TRACKPARTITION ASSEMBLY - RATED GYP. BD. PARTITION PER SCHEDULE, 3 5/8" STUDS MIN.FLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETEUL# HW-D-0107ASSEMBLY RATING:ONE HOURJOINT ASSEMBLY - MINERAL WOOL FORMING MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAP ON ADJACENT SURFACESJOINT ASSEMBLY - MINERAL WOOL FORMING MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESPARTITION ASSEMBLY - RATED GYP. BD. PARTITION PER SCHEDULE, 3 5/8" STUDS MIN.UL# HW-D-0107ASSEMBLY RATING:ONE HOURPARTITION ASSEMBLY - DEFLECTION TRACKJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAP ON ADJACENT SURFACESJOINT ASSEMBLY - MINERAL WOOL FORMING MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESPARTITION ASSEMBLY - RATED GYP. BD. PARTITION PER SCHEDULE, 3 5/8" STUDS MIN. UL# HW-D-0107ASSEMBLY RATING:TWO HOURPARTITION ASSEMBLY - DEFLECTION TRACKPARTITION ASSEMBLY - DEFLECTION TRACKZ CLIP THROUGH FIREPROOFING IF APPLICABLEJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAP ON ADJACENT SURFACESPARTITION ASSEMBLY -RATED GYP BD PARTITION AS SCHEDULED, 3 5/8" STUDS MIN.FLOOR ASSEMBLY -BEAM WITH SPRAY APPLIED FIREPROOFINGUL# HW-D-0107ASSEMBLY RATING:ONE HOURJOINT ASSEMBLY - MINERAL WOOL FORMING MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAP ON ADJACENT SURFACESJOINT ASSEMBLY - MINERAL WOOL FORMING MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESPARTITION ASSEMBLY - RATED GYP. BD. PARTITION PER SCHEDULE, 3 5/8" STUDS MIN.UL# HW-D-0107ASSEMBLY RATING:ONE HOURPARTITION ASSEMBLY - DEFLECTION TRACKJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAP ON ADJACENT SURFACESJOINT ASSEMBLY - MINERAL WOOL FORMING MATERIAL INSTALLED FLUSH TO ADJACENT SURFACESPARTITION ASSEMBLY - RATED GYP. BD. PARTITION PER SCHEDULE, 3 5/8" STUDS MIN. UL# HW-D-0107ASSEMBLY RATING:TWO HOURPARTITION ASSEMBLY - DEFLECTION TRACKUL# HW-D-0299ASSEMBLY RATING:ONE HOURUL# HW-D-0299ASSEMBLY RATING:TWO HOURJOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAPON ADJACENT SURFACESPARTITION ASSEMBLY - RATEDGYP. BD. PARTITION PER SCHEDULE, 3 5/8" STUDS MIN.FLOOR ASSEMBLY - BEAM WITH SPRAY APPLIED FIREPROOFINGPARTITION ASSEMBLY - DEFLECTION TRACK)JOINT ASSEMBLY - MINERAL WOOLFORMING MATERIAL INSTALLED FLUSHTO ADJACENT SURFACES3" MAX1" OR 2" MAX (25% COMPRESSION OR EXTENSION)FLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETEFLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETEFLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETEFLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETEFLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETE3" MAX1" MAX (19% COMPRESSION OR EXTENSION)JOINT ASSEMBLY - SPRAY APPLIED FIRE SEALANT WITH MIN. 1/2" OVERLAPON ADJACENT SURFACESPARTITION ASSEMBLY - RATEDGYP. BD. PARTITION PER SCHEDULE, 3 5/8" STUDS MIN.FLOOR ASSEMBLY - BEAM WITH SPRAY APPLIED FIREPROOFINGPARTITION ASSEMBLY - DEFLECTION TRACK)JOINT ASSEMBLY - MINERAL WOOLFORMING MATERIAL INSTALLED FLUSHTO ADJACENT SURFACESFLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETE3" MAX1" OR 2" MAX (25% COMPRESSION OR EXTENSION)3" MAX1" MAX (19% COMPRESSION OR EXTENSION)FLOOR ASSEMBLY - MIN. 2 1/2" STRUCTURAL CONCRETE2" MAX (25% COMPRESSION OR EXTENSION)3" MAXFLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETEFLOOR ASSEMBLY - MIN 2 1/2" STRUCTURAL CONCRETE2" MAX (25% COMPRESSION OR EXTENSION)3" MAXFLOOR ASSEMBLY -BEAM WITH SPRAY APPLIED FIREPROOFING 1 1/2" MAX (25% COMPRESSION OR EXTENSION)3" MAX2" MAX (25% COMPRESSION OR EXTENSION)3" MAX1 1/2" MAX (25% COMPRESSION OR EXTENSION)3" MAX3" MAX2" MAX (25% COMPRESSION OR EXTENSION)DATEJOBISSUES9/18/2018 10:18:19 PMA01-00WALL & PARTITIONTYPES05.01.201817008.000009.18.2018A01-00WALL & PARTITION TYPES2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID3456789101 ALL PARTITION TYPES ARE A3 UNLESS NOTED OTHERWISE.2 PARTITION TYPES APPLY TO INTERIOR PARTITIONS ONLY.3 REFERENCE REFLECTED CEILING PLANS TO DETERMINE FIRE RATING REQUIREMENTS. FIRE RATINGNOTATIONS SUPERCEDES HEAD CONDITION INDICATION.4 SLIP TRACK HEAD CONDITIONS ARE REQUIRED AT ALL PARTITIONS TO DECK OR STRUCTURE. REFERTO STRUCTURAL FOR EXPECTED DEFLECTION.5 GENERAL CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE COMPLETE ASSEMBLY OF ALLFIRE RATED PARTITIONS IN FULL ACCORDANCE WITH UL LISTING.6 ALL STUDS TO BE 25 GAUGE, UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATIONS FORFRAMED OPENING CONDITIONS.7 ALL SHAFTWALL STUDS TO BE 20 GAUGE, UNLESS NOTED OTHERWISE.8 REFERENCE TABLE BELOW FOR MINIMUM REQUIRED PARTITION BRACING REQUIREMENTS.9 REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTSFOR CONCRETE MASONRY UNIT PARTITIONS.10 STC RATINGS REFLECT LAB TEST INFORMATION.11 STC RATINGS FOR EACH PARTITION TYPE ARE ACHEIVED WITH THE INSTALLATION OF SOUNDATTENUATION BATTS AND AN ACOUSTICAL SEALANT AT TOP AND BOTTOM OF PARTITION.12 ACOUSTICAL TREATMENTS REQUIRING SPECIAL SOUND ATTENUATION ARE DEFINED WITH A UNIQUEPARTITION TYPE ("A") THAT SPECIFICALLY DESCRIBES THE REQUIRED CONSTRUCTION.13 TO PREVENT TRANSFERANCE OF SOUND BETWEEN ADJACENT SPACES, ALL ANNULAR SPACE INPENETRATIONS THROUGH ACOUSTICALLY RATED PARTITIONS SHALL BE PACKED WITH MINERALWOOL INSULATION & SEALED WITH ACOUSTICAL SEALANT.14 TO PREVENT TRANSFERANCE OF SOUND BETWEEN ADJACENT SPACES, PENETRATIONS THROUGHACOUSTICALLY RATED MASONRY PARTITIONS SHALL BE SLEEVED WITH METAL & ALL ANNULARSPACE PACKED WITH MINERAL WOOL & SEALED WITH ACOUSTICAL SEALANTSCALE:3" = 1'-0"A TYPE PARTITIONSCALE:3" = 1'-0"E TYPE PARTITIONSCALE:3" = 1'-0"H TYPE PARTITIONSCALE:3" = 1'-0"B TYPE PARTITIONSCALE:3" = 1'-0"F TYPE PARTITIONSCALE:3" = 1'-0"P TYPE PARTITIONSCALE:3" = 1'-0"2F TYPE PARTITIONSCALE:3" = 1'-0"Q TYPE PARTITIONSCALE:3" = 1'-0"R TYPE PARTITIONHALLM.P.B.B.NOT USED1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T LOBBY100MULTI-PURPOSE111STUDIO120STAGE135BLACK BOX149HALL131SLL132SLL133SLL150LIFT LOBBY105ASTOR104SLL152SLL153SLL151ACOUSTIC CRITICAL PARTITIONSWALL TYPE LEGENDNOTE: PENETRATIONS THROUGH PARTITIONS NOTED AS "ACOUSTIC CRITICAL" SHALL BE ACOUSTICALLY SEALED - REFER TO NOISE CONTROL SPECIFICATIONSREFER TO RCP FOR FIRE RATED WALLSREFER TO FLOOR PLANS FOR PARTITION TAGSSTAGE135CONTROL202SLL204CONTROL205AMP206EQUIPMENTPLATFORM250EQUIPMENTPLATFORM251HALL131SLL201AMP201BDIMMER203BSLL203TECH. STAIR137TECH. STAIR136TECH. STAIR200CMECH CHASE210DMECH CHASE210CFOLLOW SPOT204B.B. CATWALKSTAGE135CATWALK #1CATWALK #2CATWALK #3CATWALK #4CATWALK #5CONNECTORCONNECTORTECH. STAIR137TECH. STAIR136TECH. STAIR200CTECH. STAIR136TECH. STAIR137LOADING GALLERYCATWALK #1CATWALK #2CATWALK #3CATWALK #4CATWALK #5CONNECTORCONNECTORDATEJOBISSUES9/18/2018 10:18:32 PMA01-01PFLOOR PLAN -ACOUSTICALLYCRITICAL PARTITIONS05.01.201817008.000009.18.2018A01-01PFLOOR PLAN - ACOUSTICALLY CRITICAL PARTITIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/16" = 1'-0"1ACOUSTICALLY CRITICAL WALLS - MAIN LEVEL 1/16" = 1'-0"2PARTITION PLAN - TECHNICAL LEVEL 1/16" = 1'-0"3PARTITION PLAN - CATWALK LEVEL 1/16" = 1'-0"4PARTITION PLAN - UPPER HALLHALLM.P.B.B.1111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.UP3A05-012A05-02GG2/ A04-01DBJJHFCA7/ A08-111A05-012A05-041' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3 1/4"8' - 4 3/4"10' - 8"8' - 8"8' - 8"9' - 1 3/4"8' - 10 1/4"15' - 8 1/4"22' - 9"18' - 10 3/8"23' - 2"20' - 5 3/8"28' - 4"9' - 4"14' - 8"2' - 1"1A05-043A05-03MULTI-PURPOSE111LOBBY100VEST100AOFFICE106OFFICE108WRR113JAN129MRR125SLL150LIFT105BSTOR104SLL151BLACK BOX149TICKET107STAGINGKITCHEN116ELECTRICAL117STORAGE119STAGE135APRON134SLL133DRESSING156SLL153DRESSING154ALCOVE112LOBBY110SLL152TMWRNLALCOVE126STOR127TOILET157UTILITY158BTOILET155TOILET142DRESSING143DRESSING141MECHANICAL118STORAGE139PIANO140STOR145TOILET144VANITY124STORAGE121STUDIO120LOUNGE122CORRIDOR138CORRIDOR146PREFUNCTION102CONCESSION103SHOP160OFFICE162GREENROOM164OFFICE1632A05-163A05-164A05-161A05-152A05-153A05-153A05-101A05-143A05-14PREFUNCTION101CLCL1A05-10DATA1155A05-14A03-171A03-172A03-175A03-011A03-081A03-131A03-151A03-152A06-015A06-014A08-0110bA06-011A03-201A03-211T4131922102A05-031A05-032A05-011A05-023A05-04EMERG. ELEC.114VEST110B4A05-102A05-105A05-203/ A08-114/ A08-115/ A08-116/ A08-111/ A08-118/ A08-112/ A08-1110/ A08-119/ A08-111/ A08-122/ A08-123/ A08-124/ A08-128/ A08-1210/ A08-125A05-105A05-10110B110A111B111C1593/ A07-21STORAGE158A5A05-16A08-01613A08-01353230302825203434242326293127BB-2BB-1211166442212718935YYZZT8T8T9KBB-CBB-ABB-BH2H3H4H11418XXT0SQSTAGING147TOILET123SLL132HALL131STORAGE137ATECH. STAIR137TECH. STAIR136STORAGE136A26.9214' - 0"16' - 7" 7' - 5" 8' - 8" 2' - 8" 20' - 0" 18' - 8" 19' - 4" 2' - 8" 19' - 4" 2' - 8" 20' - 8"26' - 8"26' - 0" 9' - 4" 13' - 4"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"18' - 8" 2' - 8" 15' - 4" 11' - 4" 24' - 0" 2' - 8" 28' - 0" 2' - 8" 24' - 0" 10' - 4" 19' - 8" 2' - 8" 19' - 4" 2' - 8" 14' - 0"165' - 10 1/4"16' - 8" 7' - 4" 16' - 8" 2' - 8" 8' - 0" 6' - 8" 18' - 8" 2' - 8" 18' - 0" 2' - 8" 18' - 0" 2' - 8" 18' - 0" 7' - 11" 10' - 8"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"2A05-143A05-142A05-179/ A08-1213/ A08-12STORAGE140B7" 6' - 8"129127125113132A133A132B133B135A135B119121145141143139140140B163162164153A153B156158B158A154152A152B150B151B151A100C100D100B100A146130118117135D135E111A108106150A105104136A136135C160A155157122123120A137137A114115116142144160B120BLIFT LOBBY105A138A138BCORRIDOR1305' - 8"2' - 8"2' - 8"2' - 8"5' - 8"8' - 8" 4' - 0" 6' - 0"6' - 4" 3' - 4" 5' - 8"2' - 2" 5' - 10"CONCRETE BENCH, REF. LANDSCAPE1' - 10" 9' - 8" 7' - 4" 2' - 8"5' - 4" 2' - 8" 3' - 4" 2' - 8" 5' - 4"4' - 4" 2' - 8" 2' - 8" 2' - 8" 4' - 4"12' - 3" 6' - 4" 2' - 4" 7' - 7 3/4" 11' - 7 1/2" 7' - 7 3/4" 1' - 0"7"10 5/8"13' - 5 3/4"9' - 5 3/4"9 7/8"4' - 5 3/4" 3' - 0"1' - 1 1/4" 6"3' - 0" 19' - 5" 4' - 4"2' - 1"8' - 7" 9' - 4"4' - 8"2' - 1"CL13' - 10" 9' - 1"2' - 2"1' - 5 1/4"1' - 9 3/4"4 1/4"4' - 0 1/8" 5' - 10 1/4" 5' - 10 1/4" 4' - 4 1/2"9' - 3" 8' - 11 1/4" 5' - 9 3/4"2' - 8" 17' - 4" 17' - 4" 2' - 8"2' - 1"2' - 1"2' - 1"2' - 1"29' - 10"21' - 3"26' - 10"13' - 2"11' - 5"11' - 7 3/4"A6-DF6-FAE6-FAB6-DAB6-DAF6-FAF6-FAB6-FAF3-DAF3-DAA6-DA6-DA6-DA6-FA6-FF6-FAF3-CAF6-FAB6-FAA6-DA6-DE3-DB6-FAB6-FAF3-DAB6-DAB6-DAA3-DAF6-DAB6-DAB6-FAB6-FAE3-CF3-DAF3-DAA03-177150AA08-0110aSim.A08-0110aSim.A08-0110bSim.DATEJOBISSUES9/18/2018 10:18:39 PMA02-01OVERALL FLOOR PLAN -MAIN LEVEL05.01.201817008.000009.18.2018A02-01OVERALL FLOOR PLAN - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1FLOOR PLAN - MAIN LEVELHALLM.P.B.B.11111111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T GGDBJJHFCATMWRNL2A05-163A05-164A05-161A05-152A05-153A05-153A05-101A05-143A05-14CLCL1A05-105A05-14131922104A05-102A05-105A05-205A05-105A05-167 1/4" 1' - 5 3/4"7 1/4"2' - 8"7 1/4"11 1/4" 1' - 1 3/4"3' - 10 1/2"1' - 8 3/4" 7 1/4"1' - 5 3/4" 7 1/4"3/4" 7 1/4"3/4"7 1/4"3' - 8"7 1/4"1' - 1 3/4" 11 1/4"3' - 10 1/2"11 1/4" 1' - 1 3/4"7" 1/4"1' - 7 1/4"1' - 5 3/4" 7 1/4"3' - 10 1/2"11 1/4" 1' - 1 3/4"EXTENT OF BRICK LEDGE, 2 2/3" DEEPEXTENT OF CONCRETE CURB, 1 1/2" TALLEXTENT OF BRICK LEDGE, 2 2/3" DEEPEXTENT OF CONCRETE CURB, 1 1/2" TALL6 3/4"1' - 1 1/4"6 3/4" 1' - 1 1/4"6' - 11 1/4"7 1/4"9' - 5 1/2"7 1/4"6' - 11 1/4"1' - 1 1/4" 6 3/4"1' - 1 1/4"6 3/4"RECESSED SLAB TO ACCOMMODATE WOOD FLOORINGRECESSED SLAB TO ACCOMMODATE WOOD FLOORINGRECESSED SLAB TO ACCOMMODATE WOOD FLOORINGRECESSED SLAB TO ACCOMMODATE LIFT PIT6 3/4" 1' - 1 1/4"1' - 8"1' - 8"1' - 8"13A08-01353230302825203434242326293127BB-2BB-1211166442212718935YYZZT8T8T9KBB-CBB-ABB-BH2H3H4H11418XXT0SQ2' - 1"2' - 1"1' - 8"7 1/4" 1' - 5 3/4"2' - 1"7 1/4" 1' - 5 3/4"2' - 4"2' - 1"1' - 5 3/4" 7 1/4"26.92A05-142A05-171' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3"8' - 5"10' - 8"8' - 8"8' - 8"9' - 2"8' - 10"15' - 8"22' - 9"18' - 10"23' - 2"20' - 5"28' - 4"9' - 4"14' - 8"2' - 1"214' - 0"16' - 8" 7' - 4" 8' - 8" 2' - 8" 20' - 0" 18' - 8" 19' - 4" 2' - 8" 19' - 4" 2' - 8" 20' - 8"26' - 8"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"18' - 8" 2' - 8" 15' - 4" 11' - 4" 24' - 0" 2' - 8" 28' - 0" 2' - 8" 24' - 0" 10' - 4" 19' - 8" 2' - 8" 19' - 4" 2' - 8" 14' - 0"165' - 10 1/4"15' - 5" 8' - 7" 16' - 8" 2' - 8" 8' - 0" 6' - 8" 18' - 8" 2' - 8" 18' - 0" 2' - 8" 18' - 0" 2' - 8" 18' - 0" 7' - 11" 10' - 8"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"10 1/2"4 1/4"8" 6 1/2"STRUCTURED SLAB OVER UNDERFLOOR MECHANICALDATEJOBISSUES9/18/2018 10:18:44 PMA02-01BOVERALL FLOOR PLAN -SLAB GEOMETRY05.01.201817008.000009.18.2018A02-01BOVERALL FLOOR PLAN - SLAB GEOMETRY2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B. 1/8" = 1'-0"1SLAB PLAN - MAIN LEVEL1111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.UP3A05-012A05-02GG2/ A04-01DBJJHFCA1/ A04-017/ A08-111A05-012A05-041A05-043A05-03EQUIPMENTPLATFORM250CONTROL202CATWALK200ACONTROL205AMP206EQUIPMENTPLATFORM252TMWRNLEQUIPMENTPLATFORM2512A05-163A05-164A05-161A05-152A05-153A05-153A05-101A05-143A05-1412' - 0"SLL204STAGE135LOBBY100MULTI-PURPOSE111CLCL1A05-105A05-14A03-021A03-091STOR145SHOP160T4131922102A05-031A05-032A05-011A05-023A05-04CATWALK200B4A05-102A05-103/ A08-114/ A08-115/ A08-116/ A08-111/ A08-118/ A08-112/ A08-1110/ A08-119/ A08-111/ A08-122/ A08-123/ A08-124/ A08-1210/ A08-125A05-1020120211A07-1011A07-1011A07-10LIFT105B5A05-1613A08-0135323230302825203434242326293127BB-2BB-121116644221271893355YYZZT8T9KBB-CBB-ABB-BH2H3H4H114141818XXT0SQ26.92A05-142A05-179/ A08-1213/ A08-12TECH. STAIR137TECH. STAIR136TECH. STAIR200C1' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3"8' - 5"10' - 8"8' - 8"8' - 8"9' - 2"8' - 10"15' - 8"22' - 9"18' - 10"23' - 2"20' - 5"28' - 4"9' - 4"14' - 8"2' - 1"214' - 0"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"165' - 10 1/4"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"SLL201AMP201BDIMMER203BSLL203250201C203204205206200C200A251200B16' - 0"13' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"203B201B201AMECH CHASE210CMECH CHASE210DHALL131GLASS CEILING BELOWCANOPY BELOWGLASS CEILING BELOW252B6-FAB6-FAB6-FAB6-FA1TECHNICAL FLOORMECHANICAL SERVICE PLATFORMCATWALK - F.R.T. PLYWOOD WALKING SURFACEFLOOR TYPE LEGENDCATWALK - STEEL WALKING SURFACEOPEN TO BELOWCEILING BELOWWALKWAY - 3x T&G DECKINGDATEJOBISSUES9/18/2018 10:18:52 PMA02-02OVERALL FLOOR PLAN -TECHNICAL MEZZ.05.01.201817008.000009.18.2018A02-02OVERALL FLOOR PLAN - TECHNICAL MEZZ.2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1FLOOR PLAN - TECHNICAL MEZZ.HALLM.P.B.B.1111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T UP3A05-012A05-02GG2/ A04-01DBJJHFCA1/ A04-011A05-012A05-041A05-043A05-03TMWRNL2A05-163A05-164A05-161A05-152A05-153A05-153A05-101A05-143A05-14CLCL1A05-105A05-14A03-031A03-101A03-201A03-201FOLLOW SPOT204B.B. CATWALKT1T2T3T4T5T6131922102A05-031A05-032A05-0124' - 8"1A05-023A05-044A05-102A05-1010/ A08-125A05-105A05-1635323230302825203434242326293127BB-2BB-1211166442212718935YYZZT8T9KBB-CBB-ABB-BH2H3H4H114141818XXT7T0SQ26.92A05-149/ A08-1213/ A08-12CATWALK #4CATWALK #3CATWALK #2CATWALK #1CONNECTORCONNECTORTECH. STAIR137TECH. STAIR136TECH. STAIR200C28' - 2"28' - 2"26' - 8"24' - 6"18' - 0"1' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3"8' - 5"10' - 8"8' - 8"8' - 8"9' - 2"8' - 10"15' - 8"22' - 9"18' - 10"23' - 2"20' - 5"28' - 4"9' - 4"14' - 8"2' - 1"214' - 0"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"165' - 10 1/4"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"28' - 2"28' - 2"C3ABBC20412A07-1028' - 2"14' - 0"18' - 0"CATWALK #529' - 10"6' - 3"9' - 8"4' - 4"1' - 0"8' - 7 3/16"4' - 2 13/16"11' - 10"2' - 2"2' - 2"11' - 0"11' - 5"11' - 7 3/4"C3BTECHNICAL FLOORMECHANICAL SERVICE PLATFORMCATWALK - F.R.T. PLYWOOD WALKING SURFACEFLOOR TYPE LEGENDCATWALK - STEEL WALKING SURFACEOPEN TO BELOWCEILING BELOWWALKWAY - 3x T&G DECKINGDATEJOBISSUES9/18/2018 10:19:00 PMA02-03OVERALL FLOOR PLAN -CATWALKS05.01.201817008.000009.18.2018A02-03OVERALL FLOOR PLAN - CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1FLOOR PLAN - CATWALKSHALLM.P.B.B.1111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 3A05-012A05-02GG2/ A04-01DBJJHFCA1/ A04-011A05-012A05-041A05-043A05-03TMWRNL2A05-163A05-164A05-161A05-152A05-153A05-153A05-101A05-143A05-14CLCL1A05-10LOADING GALLERY5A05-14A03-041A03-203T1T2T3T4T5T6131922102A05-031A05-032A05-011A05-023A05-044A05-102A05-105A05-10A06-026A06-025A06-024A06-027A06-028A06-0195A05-162A06-1135323230302825203434242326293127BB-2BB-1211166442212718935YYZZT8T9KBB-CBB-ABB-BH2H3H4H114141818XXT7T0SQ26.926.97 / A 0 4 -0 4 8/ A04-042A05-149/ A08-1213/ A08-121' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3"8' - 5"10' - 8"8' - 8"8' - 8"9' - 2"8' - 10"15' - 8"22' - 9"18' - 10"23' - 2"20' - 5"28' - 4"9' - 4"14' - 8"2' - 1"214' - 0"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"165' - 10 1/4"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"C428' - 2"30' - 0"30' - 0"12A07-10A03-213DATEJOBISSUES9/18/2018 10:19:08 PMA02-04OVERALL FLOOR PLAN -UPPER HALL & LOWPARAPET05.01.201817008.000009.18.2018A02-04OVERALL FLOOR PLAN - UPPER HALL & LOW PARAPET2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1FLOOR PLAN - UPPER HALLHALLM.P.B.B.11111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T UP3A05-012A05-02GGDBJJHFCA1A05-012A05-041A05-043A05-03TMWRNL2A05-163A05-164A05-161A05-152A05-153A05-153A05-101A05-143A05-145230 SFROOF A-2688 SFROOF A-1aCLCL1A05-105A05-142915 SFROOF B-22593 SFROOF B-12596 SFROOF A-7T1T2T3T4T5T6131922102A05-031A05-032A05-01ROOF ACCESS HATCHACOUSTIC RATED SMOKE EVACUATION HATCH, 48"x78", REF. MECHANICAL1A05-023A05-044A05-102A05-105A05-2010' - 4 1/2"41' - 7"4' - 0"A03-0515A05-1034' - 8"20' - 5"25' - 8"25' - 11"40' - 5"42' - 4"30' - 3"1' - 3"7' - 3"15' - 6"41' - 11"36' - 1"35' - 1"30' - 11" T.O. PARAPET, TYP.32' - 11" T.O. PARAPET, MULTIPURPOSE14' - 1"53' - 0"14' - 3"1 1/2" / 12"5807 SFROOF C-1T.O. ROOF 36' - 11 1/2"TAPERED STANDING SEAM PANELS5A05-162A06-111A06-11PARAPET CURBPARAPET CURB35323230302825203434242326293127BB-2BB-1211166442212718935YYZZT8T9KBB-CBB-ABB-BH2H3H4H114141818XXT7T0SQ26.926.92A05-142A05-17362 SFROOF B-51993 SFROOF A-62428 SFROOF C-2672 SFROOF B-4941 SFROOF B-31518 SFROOF A-31600 SFROOF A-41359 SFROOF A-5928 SFROOF A-1b1 5/8" / 12"T.O. ROOF 43' - 3 1/2"81' - 4"11' - 0 3/8"78' - 6 3/4"10' - 0"23' - 2"30' - 11" T.O. PARAPET, TYP.31' - 7" T.O. PARAPET, BRICK CURTAIN8" 3' - 0".8" 3' - 0".1' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3"8' - 5"10' - 8"8' - 8"8' - 8"9' - 2"8' - 10"15' - 8"22' - 9"18' - 10"23' - 2"20' - 5"28' - 4"9' - 4"14' - 8"2' - 1"214' - 0"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"165' - 10 1/4"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"12A07-1046' - 8"67' - 4 1/4"85' - 7 3/4"30' - 10"FULLY-ADHERED MEMBRANE ROOFING1/2" COVER BOARDCONTINUOUS INSULATION; R-30 MIN. 1/2" COVERBOARDMETAL DECK; REF. STRUCT.FULLY-ADHERED MEMBRANE ROOFING1/2" COVER BOARDCONTINUOUS INSULATION; R-30 MIN. COMPOSITE DECK; REF. STRUCTURALSTANDING SEAM METAL PANELS1/2" COVER BOARD ADHERED TO INSULATIONCONTINUOUS INSULATION ADHERED TO DECK; R-30 MIN. COMPOSITE DECK; REF. STRUCTURALTYPE 'A' ROOFTYPE 'B' ROOFTYPE 'C' ROOFSELF-ADHERED UNDERLAYMENT & SLIP SHEETDATEJOBISSUES9/18/2018 10:19:14 PMA02-05ROOF PLAN05.01.201817008.000009.18.2018A02-05ROOF PLAN2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1ROOF PLAN 1 1/2" = 1'-0"2ROOF ASSEMBLIESHALLM.P.B.B.11111111111111111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.GGDBJJHFCATMWRNLSLL151STOR104LIFT105BSLL150SLL133OFFICE106TICKET107OFFICE108STAGE135MULTI-PURPOSE111LOBBY100STUDIO120VANITY124STORAGE121LOUNGE122WRR113MRR125JAN129STOR127SLL152SLL153DRESSING156DRESSING154UTILITY158BOFFICE162GREENROOM164OFFICE163SHOP160STOR145DRESSING143DRESSING141PIANO140STORAGE139TOILET144TOILET142STAGINGKITCHEN116STORAGE119ELECTRICAL117MECHANICAL118BLACK BOX1491-1/2" SCH. 40 PIPE BATTENALCOVE112ALCOVE126TOILET155TOILET15718' - 8"CLCLWGC-11-1/2" SCH. 40 PIPE BATTENTECHNICAL LIGHTING STRONG POINTST1T2T3T4T5T613192210CORRIDOR146CORRIDOR138DATA115EMERG. ELEC.114VEST100AVEST110BSTORAGE158A1A06-1135323230302825203434242326293127BB-2BB-1211166442212718935YYZZT8T9KBB-CBB-ABB-BH2H3H4H114141818XXT7T0SQ26.91' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3"8' - 5"10' - 8"8' - 8"8' - 8"9' - 2"8' - 10"15' - 8"22' - 9"18' - 10"23' - 2"20' - 5"28' - 4"9' - 4"14' - 8"2' - 1"214' - 0"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"165' - 10 1/4"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"12A07-10TOILET123STAGING147CORRIDOR148CORRIDOR130LIFT LOBBY105ATECH. STAIR137TECH. STAIR1361-1/2" SCH. 40 PIPE BATTENSLL132HALL131STORAGE137ASTORAGE136APREFUNCTION101LOBBY110PREFUNCTION102CONCESSION103STORAGE140BCIRC.122A10' - 8"10' - 8"10' - 8"18' - 4"18' - 8"18' - 8"10' - 8"10' - 8"24' - 0"26' - 8"24' - 0"26' - 0"22' - 0"MOTORIZED ROLLER SHADESGYP. BD. CEILING, GB-1ACOUSTIC CEILING GRID, ACT-1EXPOSED STRUCTURE, ES-1OPEN WOOD SLAT CEILING, WGC-1 RCP LEGENDFABRIC WRAPPED ACOUSTICAL PANELFC-1ACOUSTICAL WOOD CEILINGAWC-1SOUND CONTROL CEILING, GB-2STAINED WOOD T&G DECKING, WC-1ACOUSTICAL REFLECTOR, AWC-2LIGHTING LEGEND2X2 LAY-IN LED FIXTURE (TYP.)POLE LIGHT 'B' "ACORN" STYLEPENDANT LED FIXTURE (TYP.)UP/DOWN WALLWASHERRECESSED CAN FIXTURE (TYP.)RECESSED CAN WALLWASHERLED CYLINDER COVE LIGHTSCLCNP2SJDJWSLRECESSED LINEAR WALLWASHERP1EXTERIOR BOLLARD LIGHTEWEXTERIOR WALL SCONCEESEXTERIOR RECESSED CAN UPLIGHTECEXTERIOR KNUCKLE UPLIGHTUSSWSURFACE MOUNT LINEAR LEDPOLE LIGHT 'B' BY OTHERSADJUSTABLE SPOT LIGHTXDATEJOBISSUES9/18/2018 10:19:24 PMA02-06OVERALL REFLECTEDCEILING PLAN - MAINLEVEL05.01.201817008.000009.18.2018A02-06OVERALL REFLECTED CEILING PLAN - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1REFLECTED CEILING PLAN - MAIN LEVEL1. CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS NOTED OTHERWISE.2. THE ROOM FINISH SCHEDULE TYPICALLY INDICATES CEILING MATERIALS AND FINISHES. MATERIALS OR FINISHES THAT VARY WITHIN A ROOM WILL BE INDICATED ON THE R.C.P.THE ROOM FINISH SCHEDULE TYPICALLY INDICATES CEILING MATERIALS AND FINISHES. MATERIALS OR FINISHES THAT VARY WITHIN A ROOM WILL BE INDICATED ON THE R.C.P.3. R.C.P.'S WILL TYPICALLY INDICATE:A. LOCATIONS, DIMENSIONS AND HEIGHTS A.F.F. OR FURRDOWNS.B. VARYING CEILING MATERIALS AND THEIR LOCATIONS.C. HEIGHTS OF WALLS A.F.F. (FULL HEIGHT AND PARTIAL HEIGHT).D. REQUIRED FIRE-RATINGS OF WALLS.E. FINAL LOCATIONS OF CEILING MOUNTED FIXTURES/ DEVICES.F. RATED CEILING ASSEMBLY4. WHERE WALL TYPE FIRE-RATING DESIGNATIONS FROM THE FLOOR PLANS CONFLICT WITH THE FIRE-RATING DESIGNATIONS INDICATED ON THE R.C.P., THE MORE STRINGENT DESIGNATIONS SHALL APPLY.5. PROVIDE ADDITIONAL SUPPORT FOR TRACK LIGHTING AS REQUIRED.6. COORDINATE MEP / ETC. DRAWINGS FOR ALL FIXTURES/ DEVICES MOUNTED IN, ABOVE, OR HUNG FROM THE CEILING. FINAL FIXTURE/DEVICE LOCATIONS ARE DETERMINED BY THE ARCHITECTURAL R.C.P. WHERE CONDITIONS DIFFER SIGNIFICANTLY BETWEEN THE PLANS, REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. WHERE FIXTURES/ DEVICES SHOWN OR SPECIFIED ON DRAWINGS OTHER THAN THE ARCHITECTURAL R.C.P.'S ARE VISIBLE AT THE CEILING PLANE, COORDINATE LOCATIONS WITH THE ARCHITECT.7. DO NOT INSTALL CEILING GRID UNTIL WORK ABOVE CEILING IS COORDINATED AND INSTALLED WITHIN AVAILABLE PLENUM SPACE.8. LOCATE CEILING MOUNTED FIXTURES/ DEVICES IN THE CENTERS OF FULL CEILING PANELS U.N.O.9. LIGHT FIXTURES IN MECHANICAL AND EQUIPMENT ROOMS ARE SHOWN FOR QUANTITY ONLY. CONTRACTOR IS TO COORDINATE FIXTURE PLACEMENT WITH ALL MEP ITEMS AND SET FINAL FIXTURE LOCATIONS AS REQUIRED TO EVENLY AND FULLY LIGHT ACCESSIBLE AREAS OF THE ROOM WITH THE QUANTITY OF FIXTURES SHOWN.10. PROJECTION SCREENS TO BE CEILING MOUNTED, CENTERED ABOVE MARKER BOARD, U.N.O.11. GYP. CEILINGS AND BULKHEADS TO BE PAINTED PER FINISH PLANS, U.N.O.12. ACCENT PAINT ON GYP. BOARD BULKHEADS TO BE ON BOTTOM AND SIDES OF BULKHEAD.13. ALL INTERIOR PARTITIONS ARE TO BE TO DECK, U.N.O.GENERAL RCP NOTESUNRATED PARTITION ASSEMBLY1 HOUR RATED PARTITION ASSEMBLYPARTITION RATING LEGENDHALLM.P.B.B.1111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.GGDBJJHFCATMWRNLCLCLT413192210LIFT105BSTAGE135MULTI-PURPOSE111LOBBY100BLACK BOX149CORRIDOR138PREFUNCTION102CONCESSION103PREFUNCTION1012" DUCT LINER FASTENED TIGHT TO ROOF STRUCTUREEQUIPMENTPLATFORM251EQUIPMENTPLATFORM250EQUIPMENTPLATFORM252LOBBY1104" DUCT LINER FASTENED TIGHT TO ROOF STRUCTURE, 50% OF CEILING AREA4" DUCT LINER FASTENED TIGHT TO ROOF STRUCTURE, 50% OF CEILING AREA11A07-102" DUCT LINER FASTENED TIGHT TO ROOF STRUCTURE4" DUCT LINER FASTENED TIGHT TO ROOF STRUCTURE, 50% OF CEILING AREA; CENTER PANELS BETWEEN ROOF STRUCTURE8' - 0"8' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"8' - 0"8' - 0"2" DUCT LINER FASTENED TIGHT TO ROOF STRUCTURE, 50% OF CEILING AREA35323230302825203434242326293127BB-2BB-1211166442212718935YYZZT8T9KBB-CBB-ABB-BH2H3H4H114141818XXT0SQ26.91' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3"8' - 5"10' - 8"8' - 8"8' - 8"9' - 2"8' - 10"15' - 8"22' - 9"18' - 10"23' - 2"20' - 5"28' - 4"9' - 4"14' - 8"2' - 1"214' - 0"2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1"198' - 0"165' - 10 1/4"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8"211' - 5"HALL131DATEJOBISSUES9/18/2018 10:19:30 PMA02-06BOVERALL REFLECTEDCEILING PLAN - DUCTLINER05.01.201817008.000009.18.2018A02-06BOVERALL REFLECTED CEILING PLAN - DUCT LINER2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1REFLECTED CEILING PLAN - DUCT LINERHALLM.P.B.B.111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T JJTTMWRNL1A05-11CLCL1A05-12T42210SUPPLY DUCT, REF. MECHANICALMAINTENANCE ACCESS ABOVEFOUNDATION DRAIN, TIE TO SUBSOIL DRAINAGE LINE, REF. PLUMBINGREF. MECHANICAL FOR DUCTED SUPPLY AIR DISTRIBUTIONCONCRETE FOUNDATION WALLS, REF. STRUCTURALCONCRETE COLUMNS, REF. STRUCTURALEDGE OF SIDE AISLE ABOVE, REF. A03-01BACCESS LADDERUNDERFLOORMECHANICAL00025202424BB-121116612788T8T9KBB-CBB-ABB-BH2H3H4H11418XXT0SQ26.9EDGE OF APRON ABOVE, REF. A03-01B11' - 5" 2 1/2" 14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2" 2 1/2" 10' - 4"78' - 8 3/4"71' - 0"41' - 5 13/16"29' - 6 3/16"29' - 10"13' - 4"7' - 11"26' - 10"13' - 2"11' - 5"11' - 7 3/4"9' - 1 3/16" 5' - 10 3/4"ACCESS PANEL, STC 51, IN 1-HOUR FIRE RATED WALLB3-DAB3-DA11' - 7 1/2"13' - 7 1/2"25' - 6"25' - 6"13' - 7 1/2"10' - 0 1/2"2A05-13ACCESS000ADATEJOBISSUES9/18/2018 10:19:36 PMA03-00FLOOR PLAN - HALL -UNDERFLOOR05.01.201817008.000009.18.2018A03-00FLOOR PLAN - HALL - UNDERFLOOR2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - HALL UNDERFLOORHALLM.P.B.B.111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.2/ A04-111/ A04-11JJTMRNL1A05-113A05-17CLCL1A05-132/ A04-163/ A04-164/ A04-165/ A04-161A05-12T422101/ A04-122/ A04-121/ A04-134/ A04-133/ A04-132/ A04-13CORRIDOR146OFFICE108SLL133OFFICE106TICKET107APRON134STAGE1352' - 1" 8' - 7 1/4"8 3/4"11' - 6 1/8"20' - 2 1/8"15' - 9 5/8"20' - 2 1/8"11' - 0" 1' - 4" 8' - 7 1/4"8 3/4"B3-DAB3-DAB6-DAB6-DAB3-DAB3-DAVIEW-HEIGHT GUARDRAIL; WHITE OAK CAPALUMINUM HANDRAIL, WHITE OAK CAPREF. THEATRE FOR RIGGING & ACOUSTICAL SHELL7 / A 0 7 -0 2 3 / A 0 7 -0 2A07-015A07-015O.H.A03-201A03-2111/ A04-242/ A04-241A07-03HALL GEOMETRY SYMMETRICAL ALONG GRID "CL"2520242426BB-121116612788T8T9KKBB-CBB-ABB-BH2H3H4H11418XXT0SQ26.9STAGING147CORRIDOR1482A05-17HOLD3' - 0" 4' - 7 3/4" 4' - 7 3/4"HOLD3' - 0"1' - 0"32' - 0"3' - 4"18' - 0"3' - 4"45' - 10"7 1/2"8' - 8 1/2" 2' - 3 3/4"4 1/4"6" 8' - 6"4 1/4"2' - 3 3/4"8' - 8 1/2"7 1/2"45' - 10"3' - 4"18' - 0"3' - 4"10' - 8"6' - 8"14' - 8"1' - 0"1' - 0"6 1/2"1' - 1 1/2"7' - 0"3' - 4"52' - 0"7' - 4"6' - 4"1' - 1 1/2"6 1/2"1' - 0"81' - 4"HALL131132A133A133B132B135A135D135E135B108106136A136137137A116114120A122135CSTORAGE137ACORRIDOR130TECH. STAIR137TECH. STAIR136STORAGE136ASLL132CORRIDOR13811' - 4" 4' - 0"20' - 0"4' - 0" 11' - 4"6 1/2"2' - 9 1/2" 3' - 4" 7' - 6" 1' - 6"24' - 0"24' - 0"1' - 6" 8' - 5" 3' - 4" 1' - 10 1/2"6 1/2"6 1/2"6' - 1 1/2" 3' - 8"7' - 8 3/4"3' - 10 3/8"3' - 10 3/8"3 ' - 1 0 1 /4 "3 ' - 1 0 1 /4 "3 ' - 1 0 1 /4 "3 ' - 1 0 1 /4 "3 ' - 1 0 1 /4 "3 ' - 1 0 1 /4 " 2 3 ' - 1 1 /2 "2' - 9"30' - 9"3' - 10 1/8"3' - 10 1/8"3' - 10 1/8"3' - 10 1/8"3' - 10 1/8"3' - 10 1/8"3' - 10 1/8"3' - 10 1/8"3' - 11 3/4"3' - 11 3/4"29' - 10"3' - 8 3/4"3' - 8 3/4"3' - 8 3/4"3' - 8 3/4"3' - 8 3/4"3' - 8 3/4"3' - 8 3/4"3' - 8 3/4"T Y P . 1 ' - 0 "4' - 8"7' - 6"2' - 6"2' - 6"2' - 6"R 5' - 9 1/4"H12-DAE0-DH12-DAF6-FAQ6-FAF6-DAF6-FAF6-FAF6-DAE0-DF3-DAF6-FAF6-FAF6-FAF6-FAF6-FAF6-FAF6-FAF6-DAB6-DAF3-CAE3-DAE3-DAE3-DAF6-DAF6-FAF6-FAF6-DAF6-FA2'-8"x6'-0" ACCESS PANEL IN 1-HOUR FIRE RATED WALLACCESS LADDER4' - 0"4' - 0"ACCESS000A5/ A07-03E0-DE0-DF3-CAF6-DAB6-DAF6-FAF6-FAF6-FAF6-FAF6-FAF6-FAF3-DAF6-FAB6-FAF6-FAB8-FAF6-FAB8-FAF6-FAF6-FAQ6-FAH12-DAH12-DAF6-FAB8-FAF6-FAB8-FAB6-FAB6-FAF8-FAF8-FAF8-FAF8-FAF8-FAB6-FAB6-FA29' - 10"21' - 3"8' - 7 3/16"18' - 2 13/16"13' - 2"11' - 5"11' - 7 3/4"11' - 7 1/2"13' - 7 1/2"25' - 6"25' - 6"13' - 7 1/2"10' - 0 1/2"11' - 5" 2 1/2" 14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2" 2 1/2" 10' - 4" 4"2A05-13B3-CA10"3' - 8" 6' - 1 1/2" 6 1/2" 6 / A 0 7 -03 3A07-03DATEJOBISSUES9/18/2018 10:19:43 PMA03-01FLOOR PLAN - HALL -MAIN LEVEL05.01.201817008.000009.18.2018A03-01FLOOR PLAN - HALL - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - HALL MAIN LEVELREF. TECHNICAL MEZZ. PLAN FOR HALL PARTITION DIMENSIONSHALLM.P.B.B.111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.UPJJTMRNLCLCLT42210HALL GEOMETRY SYMMETRICAL ALONG GRID "CL"ELEVATIONS NOTED INDICATE FINISH FLOOR RELATIVE TO EL. 100'-0";REF. FINISH FLOOR PLANS1A07-032520242426BB-121116612788T8T9KBB-CBB-ABB-BH2H3H4H11418XARC ENDPOINT27' - 5"APRON CENTER5' - 4"OFFSET3' - 4"OFFSET27' - 2"OFFSET4' - 0"OFFSET6' - 4"OFFSET3' - 1"OFFSET3' - 1"OFFSET3' - 1"OFFSET3' - 1"OFFSET3' - 1"OFFSET3' - 1"OFFSET3' - 1" 4' - 11"ARC ENDPOINT35' - 10"ARC THIRD POINT16' - 8"ARC THIRD POINT25' - 1"APRON ENDPOINT18' - 11 3/8"ARC ENDPONT22' - 0"ARC ENDPOINT13' - 6"ARC ENDPOINT1' - 8"ARC ENDPOINT20' - 2"ARC ENDPOINT42' - 0"ARC THIRD POINT22' - 2"ARC THIRD POINT17' - 9"2' - 6" MIN.AISLE OFFSET4' - 0"T7T0SQ26.92A05-17FILLET R AD IUSR 3' - 1"APRON ENDPOINT2' - 7 5/8"FILLET ENPOINT4' - 11 1/8"FILLET ENDPOINT22' - 9"APRONB.O. RAKECROSS AISLE EDGET.O. RAKECROSS AISLE EDGEPARTERRE STEPPARTERRE STEPPARTERRE STEPPARTERRE STEPPARTERRE STEPPARTERRE STEPPARTERRE STEPFILLETS TA G E A C C E S S E D G E A I S L E E D G E A I S L E E D G E -3' - 2"0' - 0"0' - 0"0' - 0"0' - 0"0' - 0"0' - 0"1' - 0"2' - 0"0' - 6"0' - 0"3' - 0"4' - 0"5' - 0"6' - 0"7' - 0"8' - 0"15' - 4"4' - 1"R 6' - 1 1/8"4' - 1"4' - 1"4' - 1"4' - 1"4' - 1"4' - 1"4' - 1"11' - 7"R 67' -10"1' - 6"2' - 6"3' - 6"4' - 6"5' - 6"6' - 6"7' - 6"VIEW RAIL PARTITION1 0 .1 5 %CLEAR4' - 0"CLEAR4' - 0"CLEAR3' - 9"CLEAR5' - 8"4' - 0" 9' - 7 1/2"7°4' - 0"9' - 7 1/2"7°25' - 0"25' - 0"29' - 10"21' - 3"8' - 7 3/16"18' - 2 13/16"13' - 2"11' - 5"11' - 7 3/4"11' - 7 1/2"13' - 7 1/2"25' - 6"25' - 6"13' - 7 1/2"10' - 0 1/2"11' - 5" 2 1/2" 14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2" 2 1/2" 10' - 4" 4"2A05-1315' - 0 1/4"14' - 4 7/8"13' - 9 3/8"13' - 1 3/8"12' - 6 5/8"12' - 0 7/8"OFFSET4' - 9 1/2"1' - 6 1/2" TYP.1' - 6 1/2" TYP.COORIDNATE STEP LOCATIONS WITH CHAIR MANUFACTURER LAYOUTDATEJOBISSUES9/18/2018 10:19:50 PMA03-01BFLOOR PLAN - HALL -FLOOR GEOMETRY05.01.201817008.000009.18.2018A03-01BFLOOR PLAN - HALL - FLOOR GEOMETRY2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B. 1/4" = 1'-0"1ENLARGED PLAN - HALL FLOOR11111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.UP2/ A04-111/ A04-11JJTMRNNL1A05-113A05-17CLCL1A05-132/ A04-163/ A04-164/ A04-165/ A04-161A07-021A05-12T422101/ A04-122/ A04-121/ A04-134/ A04-133/ A04-132/ A04-13CONTROL202CATWALK200AB3-DAB3-DAB6-FAA07-012A07-013A07-014A07-011MECH CHASE210CMECH CHASE210D6 1/2"13' - 7 1/2" 1' - 6"48' - 0"1' - 6" 13' - 7 1/2"6 1/2"THROW WALL, WV-1; MEDIUM STAINTHROW WALL RECESS, WV-1; DARK STAINTHROW WALL, WV-1; MEDIUM STAINTHROW WALL RECESS, WV-1; DARK STAINTHROW WALL, WV-1; MEDIUM STAINTHROW WALL, WV-1; MEDIUM STAINACOUSTICALLY DIFFUSE WALL: BRICK VENEER WITH RAKED MORTAR JOINTS, REF. A04-112027 / A 0 7 -0 2 3 / A 0 7 -0 24' - 0" 4' - 0" 4' - 0" 4' - 0"AP-1, 96" TALLAP-1, 96" TALLALUMINUM PROSCENIUM JAMBTHROW WALL RECESS, WV-1; DARK STAIN9A07-025A07-0242' - 0 3/8"1/ A04-242/ A04-24FOLLOW SPOT ACCESS LADDERRIGGING, REF. THEATREHALL GEOMETRY SYMMETRICAL ALONG GRID "CL"A07-107WHITE OAK HANDRAIL GUARDRAILGUARDRAILGUARDRAILA07-107CATWALK200B2520242426BB-121116612788T8T9KKBB-CBB-ABB-BH2H3H4H11418XXT0SQ26.92A05-17AMP201BSLL201SLL203DIMMER203B1' - 0"8' - 0"1' - 4"1' - 0"11' - 6 1/2"1' - 9 1/2"14' - 4"21' - 4"13' - 9 1/2"6 1/2"12' - 7 1/2"1' - 8 1/2"1' - 4"8' - 0"2' - 1"TECH. STAIR137TECH. STAIR136THROW WALL, WV-1; MEDIUM STAINTHROW WALL RECESS, WV-1; DARK STAINCEILING BELOWCEILING BELOWCEILING BELOWCEILING BELOW7 3/4" 7' - 8 23/32" 7' - 2" 6' - 10" 7' - 0" 6' - 11" 9' - 3" 5' - 10" 7' - 0" 3' - 9" 10' - 6 17/32"97°90°1' - 2 1/4"9 1/4"8 1/4"1' - 2 1/4"11 1/2"6"5 1/2"6"B6-DAB6-DA203204203B201201C250201B201A200B200A200C16' - 6"3' - 4"16' - 6"3' - 4"14' - 0"12' - 0"14' - 0"12' - 0"PT-1PT-197°97°HALL131STAGE135A3-DAE0-DAA3-DAE0-DAE3-DAH12-DAB6-DAE0-DH12-DAE0-DH12-DAH12-DAF6-FAQ6-FAQ6-FAF6-FAF6-FAF8-FAB8-FAF6-FAF8-FAB6-FAB8-FAF6-FAF8-FAB6-FAF6-FAF6-FAF6-FAB6-DAF6-FAF6-DAF6-FAF6-FATHROW WALL, WV-1; DARK STAIN2' - 3 3/4"6 1/4"7' - 7 3/4"6 1/2"7 1/2"50' - 6"7' - 0"(3) EQ. TREADS4' - 0"1' - 4"4' - 2 3/4"2' - 1" 2' - 0 3/4" 3' - 10 1/2" 1' - 11 1/4"1' - 1 1/2"6 1/2"4' - 0" 4' - 0"AP-1, 96" TALL4' - 0" 4' - 0" 4' - 0"10 7/32"E0-DE0-DF6-FAF6-FAF6-FAF6-FAF6-FAF6-FA2' - 10"7' - 7 3/4"6 1/2"7 1/2"50' - 6"8' - 0"1' - 4"(3) EQ. TREADS4' - 0"11' - 7 1/2"13' - 7 1/2"25' - 6"25' - 6"13' - 7 1/2"10' - 0 1/2"29' - 10"13' - 4"7' - 11" 8' - 7 3/16" 12' - 10 3/16" 5' - 4 5/8" 13' - 2"11' - 5"11' - 7 3/4"11' - 5" 2 1/2" 14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2" 2 1/2" 10' - 4" 4"2A05-135' - 4 1/4" 5' - 4 1/4"5' - 6 1/4" 5' - 2 1/4"A03-202A03-212DATEJOBISSUES9/18/2018 10:19:57 PMA03-02FLOOR PLAN - HALL -TECHNICAL MEZZ.05.01.201817008.000009.18.2018A03-02FLOOR PLAN - HALL - TECHNICAL MEZZ.2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - HALL TECH MEZZHALLM.P.B.B.111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 2/ A04-111/ A04-11JJMRNL1A05-113A05-17CLCL1A05-132/ A04-163/ A04-164/ A04-165/ A04-161A05-12T4T5T622101/ A04-122/ A04-121/ A04-134/ A04-133/ A04-132/ A04-134/ A04-213/ A04-21B3-DAB6-FACEILING BELOWMECH CHASE210CMECH CHASE210DFOLLOW SPOT20424' - 8"ACOUSTIC CURTAIN POCKET;ALTERNATE #5: OMIT ALL4A05-133A05-131' - 6 3/4"REMOVABLE3' - 6"REMOVABLE5' - 0" 1' - 7 3/4"PROJECTOR-GRADE GLAZING ASSEMBLY, STC-451/ A04-212/ A04-21HOIST BEAM ABOVE, REF. STRUCTURALGUARDRAIL; REMOVABLE SECTIONS NOTEDACCESS PLATFORMAP-1, 96" TALL3' - 8" 4' - 0" 4' - 0" 3' - 8"1' - 0 3/4"4' - 0"4' - 0"1/ A04-242/ A04-243A07-004A07-00SHIP'S LADDER ACCESS TO CATWALKS & LOADING GALLERY2520242426BB-121116612788T8T9KBB-CBB-ABB-BH2H3H4H11418XXT7T0SQ26.926' - 8"24' - 6"19' - 3"14' - 0"2A05-17TECH. STAIR137TECH. STAIR136CATWALK #1CATWALK #214' - 0"14' - 0"19' - 3"A07-017A07-017A07-017A07-017O.H.O.H.ACCESS LADDERS2' - 3" 8' - 5" 8' - 5" 2' - 3" 5' - 6"5' - 5"ACCESS LADDER10' - 8 1/2"E3-DAH12-DAH12-DAE0-DH12-DAH12-DAE0-DH12-DAH12-DA11' - 7 1/2"13' - 7 1/2"25' - 6"25' - 6"13' - 7 1/2"10' - 0 1/2"29' - 10"6' - 3"9' - 8"4' - 4"1' - 0"8' - 7 3/16"18' - 2 13/16"13' - 2"11' - 5"11' - 7 3/4"11' - 5" 2 1/2" 14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2" 2 1/2" 10' - 4" 4"CEILING BELOW8' - 0"1CEILING BELOWCEILING BELOWCEILING BELOWCEILING BELOWSHIP'S LADDER ACCESS TO CATWALKSCATWALK CONNECTOR ABOVECATWALKS & CONNECTOR ABOVE2A05-13PROSCENIUM BEAM & HEAD PARTITION ABOVEA03-203A03-213DATEJOBISSUES9/18/2018 10:20:02 PMA03-03FLOOR PLAN - HALL -CATWALKS05.01.201817008.000009.18.2018A03-03FLOOR PLAN - HALL - CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - HALL CATWALKSHALLM.P.B.B.1111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 2/ A04-111/ A04-11JM1A05-113A05-17CLCL1A05-13A06-023A06-022A06-021B3-DAH12-DA1A05-12LOADING GALLERYT1T2T3T4T5T622101/ A04-122/ A04-121/ A04-134/ A04-133/ A04-132/ A04-138/ A04-217/ A04-216/ A04-215/ A04-214/ A04-213/ A04-214A05-133A05-131/ A04-212/ A04-21GUARDRAIL & HANDRAIL1/ A04-044/ A04-045/ A04-046/ A04-041/ A04-242/ A04-24RIGGING, REF. THEATRE20242421111288T8T9KH2H3H4H11418T7T0Q7 / A 0 4 -0 4 8/ A04-042/ A04-21B1/ A04-21B5A07-006A07-007A07-00CATWALK #5CATWALK #4CATWALK #3CONNECTORCONNECTORC3AC3BC48A07-00HOIST BEAM FOR FOLLOW SPOT, REF. STRUCTURAL19' - 3"28' - 2"28' - 2"28' - 2"28' - 2"28' - 2"28' - 2"30' - 0"28' - 2"A07-017A07-017A07-017A07-017O.H.O.H.14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2"29' - 10"6' - 3" 9' - 8" 4' - 4" 1' - 0" 8' - 7 3/16" 4' - 2 13/16" 11' - 10" 2' - 2" 2' - 2" 11' - 0"11' - 5"11' - 7 3/4" 1' - 10 1/2"6 1/2"13' - 7 1/2"25' - 6"25' - 6"13' - 7 1/2"6 1/2"10' - 11 3/4"(2) EQ. RISERS2' - 8"5' - 7 1/4"2' - 10"30' - 0"GUARDRAIL 5' - 7 1/4" 13' - 7 3/4"SHIP'S LADDER ACCESS TO CATWALKSSHIP'S LADDER ACCESS TO CATWALKS & LOADING GALLERY2' - 8" 7' - 8"4"4 "B3-DA2A05-13A03-204A03-212DATEJOBISSUES9/18/2018 10:20:09 PMA03-04FLOOR PLAN - HALL -UPPER HALL05.01.201817008.000009.18.2018A03-04FLOOR PLAN - HALL - UPPER HALL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - UPPER HALLHALLM.P.B.B.1111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T JJMNN1A05-11CL1A05-131A05-12T1T2T3T4T5T622104A05-133A05-131/ A04-044/ A04-045/ A04-046/ A04-045807 SFROOF C-1TYPE 'C' ROOF; TAPERED STANDING SEAM PANELSTYPE 'C' ROOF; STRAIGHT STANDING SEAM PANELSSMOKE EVAC HATCH, REF. MECHANICALROOF CURB BELOW1 1/2" / 12"8 7 ' - 4 1 /2 "1' - 11 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 1' - 11 1/2"53' - 11"2915 SFROOF B-22593 SFROOF B-12596 SFROOF A-7(BELOW)(BELOW)(BELOW)(BELOW)(BELOW)(BELOW)(BELOW)5230 SFROOF A-2(BELOW)1/4" / 12"1/4" / 12"1/4" / 12"1A06-11ROOF DRAIN BELOW20242111128T8T8T9T9KKH2H3H4H11418T7T0T0Q1993 SFROOF A-61359 SFROOF A-5672 SFROOF B-4941 SFROOF B-3362 SFROOF B-51/4" / 12"(BELOW)1/4" / 12"1/4" / 12"1/4" / 12"3/8" / 12"3/8" / 12"2428 SFROOF C-21 5/8" / 12"7 / A 0 4 -0 4 8/ A04-041' - 8 1/2"29' - 10"6' - 3" 9' - 8" 4' - 4" 1' - 0" 8' - 7 3/16" 4' - 2 13/16" 8' - 7 3/8" 3' - 2 5/8" 2' - 2" 2' - 2" 11' - 0"11' - 5"11' - 7 3/4" 2' - 0"2' - 3" 13' - 7 1/2"25' - 6"25' - 6"13' - 7 1/2" 2' - 3"82' - 9"2A05-13ROOF CURB BELOW4' - 0" 12' - 0" 4' - 0" 2' - 0" 2' - 0" 4' - 0" 12' - 0"4' - 0"6' - 6" 10' - 10"31' - 6 1/2"86' - 3 3/4"DATEJOBISSUES9/18/2018 10:20:14 PMA03-05FLOOR PLAN - HALL -ROOF05.01.201817008.000009.18.2018A03-05FLOOR PLAN - HALL - ROOF2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B. 1/4" = 1'-0"1ENLARGED ROOF PLAN - HALL111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.F.E.C.JTMWRNL1A05-113A05-17CLCL1A05-13TICKET107OFFICE106OFFICE108SLL133STAGE1351A05-12ACOUSTICAL REFLECTORSFIRE RATED CEILING ASSEMBLYT1T2T3T4T5T622104A05-133A05-13FNNF9' - 4"F FACOUSTICALLY TRANSPARENT SEGMENT FOR CENTER SPEAKER, REF. A/V14' - 0"16' - 0"14' - 0"2' - 2" 9' - 8" 2' - 2" 2' - 2" 9' - 7 3/16" 2' - 0 13/16" 2' - 2" 11' - 10" 2' - 2" 2' - 2" 9' - 9"9' - 2"25202426BB-12111661278T8T9KBB-CBB-ABB-BH2H3H4H11418XXT7T0SQ26.92A05-17STAINED WOOD FINISH: T&G DECKINGFIRE RATED CEILING ASSEMBLYSLL132STORAGE137ASTORAGE136ATECH. STAIR136TECH. STAIR137HALL131FIRE SPRINKLER HEADSTAINED WOOD FINISH: T&G DECKING3A07-004A07-005A07-006A07-006' - 10" 7' - 2" 6' - 10" 7' - 0" 6' - 10" 9' - 4" 5' - 10" 7' - 0" 3' - 9"VARIES 6" 7' - 6" 6" 7' - 6" 6" 7' - 6"3" 3"7' - 6" 6" 7' - 6" 6" 7' - 6" 6" VARIESFFSC SCSC SCSCSCSC SCSCNJJSL SLSL SLSL SLSL SLSL SLSCSCSC SCSCSCNNNSC SCSCSCSCSCSCSL SLSLSLSLSLSLSLSLSLSLSLSLSL11' - 5" 2 1/2" 14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2" 2 1/2" 10' - 4" 4"10 1/4"6"11 3/4"10' - 8"9' - 4"10' - 8"9' - 4"27' - 7"24' - 10"SLOPED GYPSUM BOARD CEILING2 5/8" / 12"27' - 8"27' - 8"27' - 8"27' - 8"UNDERSIDE OF LOADING GALLERY, PT-3SJSJSJSJSJSJ6A03-18LC9' - 0"TOILET12310' - 8"LCNNACCESS000A12' - 0"J12' - 0"CORRIDOR130CORRIDOR148STAGING147CORRIDOR138SJSJ2A05-134' - 7" 6' - 3" 9' - 8" 4' - 4" 1' - 0" 8' - 7 3/16" 4' - 2 13/16" 11' - 10" 2' - 2" 2' - 2" 11' - 0"11' - 5"11' - 7 3/4"5' - 6"15' - 2"TYP.6" CLEAR9' - 4"10' - 8"SUPPLY AIR DUCT, REF. MECHANICAL7A07-008A07-00SCSCSCSCSCSCSCSCSCSCSCSC SCDATEJOBISSUES9/18/2018 10:20:25 PMA03-06REFLECTED CEILINGPLAN - HALL05.01.201817008.000009.18.2018A03-06REFLECTED CEILING PLAN - HALL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED RCP - HALL MAIN LEVELHALLM.P.B.B.1111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T JJTMWRNL1A05-113A05-17CLCL1A05-131A05-128' - 6"CONTROL202T1SOUND CONTROL CEILING, GB-2T2T3T4T5T62210A03-0724A05-133A05-1314' - 0"16' - 0"14' - 0"14' - 0"14' - 0"15' - 8"12' - 2" 7' - 2"7' - 7 13/16"16' - 0"16' - 0"16' - 0"16' - 0"7' - 8 3/16"15' - 2"8' - 7"FIRE SPRINKLER HEADFIRE SPRINKLER HEADPROVIDE ACCESS PANEL FOR PROJECTOR1A06-112520242426BB-1BB-121116612788T8T9KKBB-CBB-ABB-BH2H3H4H11418XXT7T0SQ26.92A05-1712A07-10AASLL203DIMMER203BAMP201BSLL201TECH. STAIR136TECH. STAIR137LED ADJUSTABLE SPOTLIGHTMOTORIZED ACOUSTIC BANNERS, REF. THEATRE ACOUSTIC CURTAIN ENCLOSURES, PT-2; REF. THEATRE FOR CURTAIN INFORMATIONF FNFFF FNUNDERSIDE OF FOLLOW SPOT LANDING, PT-2REF. THEATRE & ELECTRICAL FOR ADDITIONAL CONTROL ROOM LIGHTINGTYP.7' - 8 1/2"TYP.3 1/2"5' - 5 1/2"TYP.3 1/2"TYP.7' - 8 1/2"TYP.7' - 8 1/2"TYP.3 1/2" 5' - 5 1/2"2A05-138' - 0"8' - 0"8' - 0"8' - 0"11' - 5" 2 1/2" 14' - 1 1/2" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 1 1/2" 2 1/2" 10' - 4" 4"29' - 10"6' - 3" 7' - 1" 2' - 7" 4' - 4" 1' - 0" 8' - 7 3/16" 4' - 2 13/16" 11' - 10" 2' - 2" 2' - 2" 11' - 0"11' - 5"11' - 7 3/4"SOUND CONTROL CEILING, GB-2ALTERNATE #5:OMIT ACOUSTIC CURTAINS & POCKETS; PROVIDE ACOUSTIC BANNERS AT CATWALKS 1 & 2 SIMILAR TO CATWALKS 3, 4, 522' - 0"22' - 0"J1A05-11CLFOLLOW SPOT2048' - 6"K1418F FDATEJOBISSUES9/18/2018 10:20:36 PMA03-07REFLECTED CEILINGPLAN - HALL TECHNICALMEZZ. AND FOLLOWSPOT05.01.201817008.000009.18.2018A03-07REFLECTED CEILING PLAN - HALL TECHNICAL MEZZ. AND FOLLOWSPOT2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED RCP - TECH MEZZ & UPPER HALL 1/4" = 1'-0"2ENLARGED RCP - HALL FOLLOW SPOTREFER TO A02-06 - OVERALL REFLECTED CEILING PLAN FOR RCP LEGEND, RCP GENERAL NOTES, AND LIGHTING LEGENDHALLM.P.B.B.111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.JJ3A05-101A05-143A05-172/ A04-164/ A04-141/ A04-143/ A04-142/ A04-14SLL151STOR104LIFT105BSLL150BLACK BOX149TOILET155TOILET157DRESSING156DRESSING154UTILITY158BSLL153SLL1523/4" TREATED PLYWOOD ON 3 5/8" MTL. STUDS; 8'-0" TALL, EACH WALL4A05-10LIFT LOBBY105A5/ A08-115A05-10B6-DAAMP-1, 106" TALLAMP-1, 106" TALLAMP-1, 106" TALLSLAB RECESS FOR LIFTMETAL STUD PARTITION W/ ACOUSTICAL INSULATION & 1/16" PERFORATED ALUMINUM SHEET FINISH3/4" TREATED PLYWOOD ON 3 5/8" MTL. STUDS; 8'-0" TALL, EACH WALLMETAL STUD PARTITION W/ ACOUSTICAL INSULATION & 1/16" PERFORATED ALUMINUM SHEET FINISH3230302834342629BB-2BB-1BB-1KBB-CBB-CBB-ABB-ABB-BBB-BS26.9STORAGE158A1' - 4" 1' - 0"8' - 8 1/2" 4' - 11 3/4" 9' - 3 3/4"22' - 8"1' - 4" 8' - 8" 7" 2' - 1"4' - 6" 13' - 8"52' - 5 1/2"8' - 8 1/2" 2' - 3 3/4"4 1/4"10 1/4"6"11 3/4"7' - 5" 11' - 11 5/8" 7' - 11 5/8" 8' - 4 1/2" 12' - 2 3/4" 7' - 7 3/4" 1' - 0"6 1/4"6' - 4"6 3/4"5' - 9 1/4" 3' - 0" 3' - 2 3/8" 6" 3' - 0" 4' - 5 5/8" 4' - 5 5/8" 3' - 0"10 7/8"2' - 9 1/2" 3' - 0" 6' - 5 1/4"6 3/4"6' - 4" 9"A03-1722' - 8" 4' - 0" 2' - 8"3' - 4 15/16" 4' - 0" 2' - 8"4' - 2 1/2" 3' - 4" 1' - 2"3' - 0" 7"3" PIT4' - 5 3/8"6' - 8 3/8"6' - 0"1' - 0"154158A158B156152A152B153B153A151B151A150B150A1051041571552' - 6"3' - 4"2' - 10"F6-FAF6-FAE3-DH12-DAB6-DAB6-DAE6-FAE6-DAE0-DB3-DAB3-DAB6-DAF6-FAF6-DAB3-DAE0-DH12-DAH12-DAH12-DAE6-FE6-FB6-FAE0-CAB6-FAB6-FAB6-FAE3-DE3-DH12-DA7' - 6"25' - 8"25' - 8"12' - 1 3/4"E0-D2' - 4"1A05-17EQ EQ3' - 2"3' - 2"1AMP-1, 106" TALL4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"DATEJOBISSUES9/18/2018 10:20:40 PMA03-08FLOOR PLAN - BLACKBOX - MAIN LEVEL05.01.201817008.000009.18.2018A03-08FLOOR PLAN - BLACK BOX - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - BB MAIN LEVELHALLM.P.B.B.111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.JJ3A05-103A05-174/ A04-141/ A04-143/ A04-142/ A04-14CONTROL205AMP206CATWALK200ALIFT105BSLL2044A05-105/ A08-115A05-10AP-1; 96" TALL3230302834342629BB-2BB-2BB-1BB-1KBB-CBB-CBB-ABB-ABB-BBB-BS26.9TECH. STAIR200CF6-FAF6-FAE3-DH12-DAB6-DAE6-FAE6-DAF6-FAH12-DAH12-DAH12-DAE6-FE6-FB6-FAB6-FAE3-DH12-DAB6-FAB6-FAB6-FAE3-DB6-DAB6-DAB3-DAB3-DAE3-DA1' - 4" 1' - 0"8' - 8 1/2" 4' - 11 3/4" 9' - 3 3/4"22' - 8"1' - 4" 8' - 8" 7" 2' - 1"CLEAR4' - 5 3/8" 6' - 8 3/8"6" 3' - 0" 5' - 2 3/4" 2' - 4"2' - 6" 3' - 0" 4"4' - 2 1/2" 3' - 4" 1' - 2"200C3' - 4" 2' - 0"12' - 0"12' - 0"4 1/2"CLEAR4' - 5 1/2"4' - 0" 4' - 0" 4' - 0" 4' - 0" 11' - 1"12' - 0"E3-DA2062052047' - 6"25' - 8"25' - 8"12' - 1 3/4"RETURN AIR LOUVER; COORDINATE WITH STAIR STRUCTURE4' - 8" 3' - 4"RETURN AIR LOUVER1A05-17B6-FAB6-FA4' - 0" 4' - 0" 4' - 0"AP-1; 96" TALL4' - 0"4' - 0"AP-1, 120" TALL14' - 0"DATEJOBISSUES9/18/2018 10:20:44 PMA03-09FLOOR PLAN - BLACKBOX - TECHNICAL MEZZ.05.01.201817008.000009.18.2018A03-09FLOOR PLAN - BLACK BOX - TECHNICAL MEZZ.2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - BB TECH MEZZHALLM.P.B.B.11111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T JJ3A05-103A05-172/ A04-164/ A04-141/ A04-143/ A04-142/ A04-14CEILING BELOWBB CATWALK #1BB CATWALK #2BB CATWALK #3BB CATWALK #4BB CATWALK ABB CATWALK BBB CATWALK CBB CATWALK D1/ A04-232/ A04-234/ A04-236/ A04-235/ A04-233/ A04-236/ A04-225/ A04-223/ A04-221/ A04-222/ A04-224/ A04-224A05-105A05-101A07-001A07-002A07-002A07-003230302834342629BB-2BB-2BB-1BB-1KBB-CBB-CBB-ABB-ABB-BBB-BS26.9CEILING BELOWCEILING BELOWCEILING BELOWCEILING BELOWBBC18' - 0"15' - 6"14' - 0"14' - 0"LANDING4' - 0"(4) 11" TREADS3' - 8"LANDING4' - 11"LANDING6' - 9"(2) 11" TREADS1' - 10"7' - 4"3' - 4"2' - 0"8' - 4 3/4"B6-FAB6-FAH12-DAE3-DH12-DAH12-DAH12-DA3' - 7"15' - 2"18' - 8"10' - 0"3' - 11"3' - 9" 9' - 4" 3' - 2"24' - 10"3' - 2" 9' - 4" 3' - 9"51' - 4"57' - 4"4' - 8" 3' - 4"2"3' - 11"2"3' - 11"2"12' - 0"7' - 6"25' - 8"25' - 8"12' - 1 3/4"B6-FAB6-FAE3-DE6-F1' - 0" 1' - 4"8' - 8 1/2" 5' - 2" 9' - 1 1/2"22' - 8"1' - 4" 8' - 8" 7" 2' - 1"1A05-17TYP.11"TYP.1' - 0"WALL MOUNTED HANDRAILGUARDRAIL WITH HANDRAIL18' - 0"DATEJOBISSUES9/18/2018 10:20:50 PMA03-10FLOOR PLAN - BLACKBOX - CATWALKS05.01.201817008.000009.18.2018A03-10FLOOR PLAN - BLACK BOX - CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - BB CATWALKHALLM.P.B.B.1111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.JJ3A05-103A05-17SLL151STOR104LIFT105BSLL150BLACK BOX149DRESSING154TOILET155TOILET157UTILITY158BDRESSING156SLL153SLL1524A05-105A05-103230302834342629BB-2BB-2BB-1BB-1BB-CBB-CBB-ABB-ABB-BBB-BS26.9STORAGE158ALIFT LOBBY105A7' - 6"25' - 8"25' - 8"12' - 1 3/4"9' - 4"9' - 0"9' - 4"9' - 4"11' - 4"SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SWSWSWSWSW SWSWSWSWSWSWSW SWSWSW SWSW4' - 9 1/2"5' - 10 1/2"EQ EQEQ EQ2' - 2"3' - 8"4' - 2" 4' - 2"2 13/16"4" 9' - 8 1/2" 4' - 11 3/4" 9' - 3 3/4"22' - 8"1' - 4" 8' - 8" 7" 2' - 1"10 1/4"6"11 3/4"7' - 5" 11' - 11 5/8" 7' - 11 5/8" 8' - 4 1/2" 12' - 2 3/4" 7' - 7 3/4" 1' - 0"1A05-17CORRIDOR148DATEJOBISSUES9/18/2018 10:20:57 PMA03-11REFLECTED CEILINGPLAN - BLACK BOX05.01.201817008.000009.18.2018A03-11REFLECTED CEILING PLAN - BLACK BOX2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED RCP - BB MAIN LEVELREFER TO A02-06 - OVERALL REFLECTED CEILING PLAN FOR RCP LEGEND, RCP GENERAL NOTES, AND LIGHTING LEGENDHALLM.P.B.B.111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T JJ3A05-103A05-17CONTROL205SLL204AMP2064A05-105A05-104" DUCT LINER FASTENED TIGHT TO ROOF STRUCTURE, 50% OF CEILING AREA; CENTER PANELS BETWEEN ROOF STRUCTUREHSS CATWALK SUPPORTS AT BOTTOM OF TRUSSES, REF. STRUCTURALROOF TRUSSES, REF. 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H AR T 1 8673REGISTERED ARCHIT E C T GGDBJJHHFCA7/ A08-112A05-163A05-164A05-161/ A04-153/ A04-151A05-162/ A04-154/ A04-15MULTI-PURPOSE111LOBBY110ALCOVE112ALCOVE126JAN12940' - 0"1' - 8" 4' - 8 1/2" 2' - 1" 8" 17' - 3"17' - 3" 8" 2' - 1"E6-FAE6-FAE6-FAE6-FAE6-FAE6-FAE6-FAE6-FA1' - 8" 13' - 0 1/4" 2' - 8" 8' - 10 1/4" 1' - 8 1/4" 7' - 5 1/2" 8' - 8" 8' - 8" 8" 9' - 4" 8" 12' - 8"4' - 0"A06-0136/ A08-111/ A08-1110/ A08-119/ A08-115A05-1666442277118352' - 1" 7" 6' - 8" 4' - 6 3/4" 6' - 1 1/4" 6' - 1 1/4" 4' - 6 3/4" 6' - 8" 7" 2' - 1" 8' - 0" 1' - 4"4 1/4"CLCLCLCL4' - 10" 6' - 2" 6' - 0"3" 3"6' - 0" 6' - 2" 4' - 10"2' - 3 3/4" 4 1/4"2' - 8"6"2' - 3 3/4" 4 1/4"2' - 8"129127111A110B110A111B111C2' - 1" 7" 17' - 4"17' - 4" 7" 2' - 1"STOR127F6-FAF6-DAB6-DAF6-FAE3-DE3-DA3-DF6-FAF6-FAF6-FAF6-FAF6-FAF6-FADATEJOBISSUES9/18/2018 10:21:06 PMA03-13FLOOR PLAN -MULTIPURPOSE05.01.201817008.000009.18.2018A03-13FLOOR PLAN - MULTIPURPOSE2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - MULTIPURPOSEHALLM.P.B.B.111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.GGDDBBJJHHFFCCAA2A05-163A05-164A05-161A05-168' - 0"8"8"9' - 4"8"8"7' - 4"8"8"7' - 4"8"8"7' - 8"9 3/4"6 1/4"7' - 4"CLCLTYP.4' - 0" 9' - 4"TYP.4' - 0"CLTYP.EQTYP.EQCLTYP.EQTYP.EQCLTYP.EQTYP.EQ10 1/4"22' - 0"1' - 4"MULTI-PURPOSE111LOBBY110ALCOVE126ALCOVE112STOR127JAN129PREFUNCTION1011' - 3" 6' - 0" 1' - 4" 17' - 4" 1' - 4" 6' - 0" 1' - 3"ACOUSTICAL WOOD CEILING, AWC-11-1/2" SCH. 40 PIPE BATTENTECHNICAL LIGHTING STRONG POINTSN NN NN NN NN NN NN NN NN NN NSPEAKERS, REF. A/VSLOT DIFFUSERS, REF. 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H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.GGJJH1/ A04-161A05-152A05-15CLVEST100ALOBBY100SLL150OFFICE108OFFICE106TICKET107PREFUNCTION1017" 2' - 1" 8' - 0" 1' - 4" 11' - 0" 3' - 4" 14' - 4" 3' - 0 1/4" 15' - 3 1/2" 3' - 0 1/4" 14' - 4" 3' - 4" 11' - 0" 1' - 4" 8' - 0"B6-DAB6-DAB3-DAB3-DAE6-FAE6-FAE6-FAA07-2085A05-16100A100BA07-101100C100D25202426BB-12111661278H2H3141811' - 5"14' - 4" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 4"10' - 8"F6-FAF6-DAF6-FAF6-DAB3-DAB3-DAF6-FAF6-FAF3-DAF3-DAF6-FAF6-FAF6-FAF6-FA150A4' - 4 3/16"F6-DAF6-DAF6-FAF6-FAF6-FAGGJJ3A05-15PREFUNCTION102CONCESSION103SLL151STOR104SLL150A06-013A07-2016' - 11 1/4" 10' - 8" 6' - 11 1/4"A06-017A06-01115/ A08-112' - 8"A06-0295/ A04-02E6-E8" 1' - 4" 6' - 8" 1' - 4" 8"4/ A04-02E6-EE6-E35323028342629BB-2BB-11A05-17105150A104151AF6-DAB6-DAE6-DAB3-DAB6-DAB3-DAB6-DAF6-FAF6-FAF6-FA9' - 4"14' - 8" 4' - 0"18' - 8"10' - 7" 7' - 5 1/2"E6-FAE6-FALIFT LOBBY105A1' - 4"1' - 8 1/2" 8' - 0" 4' - 11 3/4" 9' - 3 3/4"22' - 8"1' - 4" 8' - 8" 2' - 8"DATEJOBISSUES9/18/2018 10:21:16 PMA03-15FLOOR PLAN - LOBBY05.01.201817008.000009.18.2018A03-15FLOOR PLAN - LOBBY2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - LOBBY WEST 1/4" = 1'-0"2ENLARGED PLAN - LOBBY EASTHALLM.P.B.B.1 211111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.GGJJH1A05-152A05-15CLTICKET107OFFICE106OFFICE108PREFUNCTION1012" DUCT LINER AT UNDERSIDE OF DECK1-1/2" SCH. 40 PIPE BATTEN1-1/2" SCH. 40 PIPE BATTENSPEAKERS, REF. A/VA03-163A07-105TYP.FIRE SPRINKLER HEAD4' - 2" 5' - 10" 9' - 4" 3' - 6" 4' - 0" 6' - 0" 5' - 8" 5' - 0" 5' - 0" 5' - 8" 6' - 0" 4' - 0" 5' - 10" 9' - 4" 3' - 6" 7' - 2"4' - 8"15' - 6"4' - 4 1/2"5A05-16REF. A/V FOR FUTURE PROJECTOR INFRASTRUCTURE25202426BB-1211161278H2H3141812A07-10CLCL1' - 8 1/4" 2' - 8" 15' - 6" 3' - 10" 10 1/4"22' - 0"22' - 0"26' - 0"26' - 0"26' - 0"TYP.EQ EQLOBBY100PREFUNCTION102STAINED WOOD SLAT CEILING ON SUSPENDED GRID; WGC-18" 7' - 4" 1' - 4"TYP.1' - 4"TYP.22' - 1"TYP.9 1/4"TYP.1' - 3 1/2"TYP.6' - 9"TYP.1' - 3 1/2"CLCL1' - 4" 4' - 1" 1' - 4"EQ EQCL2' - 8"10' - 8"26' - 0"TYP.SASASASASASASASASASASASAWWSASAWWSASAWWSASAWWSASAWWW WF F14' - 4" 4' - 4" 10' - 0"10' - 8"10' - 8"10' - 0" 4' - 4" 14' - 4"10' - 8"15' - 8 1/4"8' - 10 1/4"24' - 6 1/2"GGJJ3A05-151-1/2" SCH. 40 PIPE BATTENA07-1059' - 4" 9' - 4" 9' - 4" 9' - 4" 9' - 4"10' - 5" 8' - 0"FIRE SPRINKLER HEAD4' - 4 1/2"15' - 6"4' - 8"35323028342629BB-2BB-11A05-17WWSASAWWWWWWSASASASASASAWWSASAWWSASASASASASASANCLEQ EQCLCL10 1/4"3' - 10"15' - 6"2' - 8"1' - 8 1/4"1' - 4" 8' - 8" 2' - 8" 4' - 6 1/4" 10 1/4"CL1' - 4" 3' - 2 1/4"6' - 11 1/4"10' - 8"6' - 11 1/4"CLCLCLEQ.3' - 4"2' - 0"2' - 0"EQ.3' - 4"9' - 4"14' - 8" 4' - 0"18' - 8"10' - 7" 7' - 5 1/2"24' - 6 1/2"12A07-10ALL STEEL AT CW-1 TO BE PAINTED WHITEG1A05-15CLALUMINUM PLATE CANOPY WITH PERFORATIONSLAMINATED GLASS CEILING7' - 0 1/2"7' - 2" 1' - 11" 7' - 2"16' - 3"3' - 8"4"4' - 0"41' - 7"2' - 9 1/2" 3' - 4" 4' - 0" 2' - 8" 3' - 7" 3' - 7" 1' - 8" 3' - 7" 3' - 7" 2' - 8" 4' - 0" 2' - 8" 3' - 4"1 1/2"HSS 3x2ALUMINUM OUTRIGGERS SUPPORTED BY CW-1 VERTICAL MULLIONS201214181"2"DATEJOBISSUES9/18/2018 10:21:23 PMA03-16REFLECTED CEILINGPLAN - LOBBY05.01.201817008.000009.18.2018A03-16REFLECTED CEILING PLAN - LOBBY2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1RCP - MAIN LEVEL - LOBBY WEST 1/4" = 1'-0"2RCP - MAIN LEVEL - LOBBY EAST 1/4" = 1'-0"3RCP - ENTRY VESTIBULEREFER TO A02-06 - OVERALL REFLECTED CEILING PLAN FOR RCP LEGEND, RCP GENERAL NOTES, AND LIGHTING LEGENDHALLM.P.B.B.1 2111111REVISIONS1 09.18.2018 CHANGE ORDER 011ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.F.E.C.JRNL1/ A04-304/ A04-305/ A04-302/ A04-303/ A04-306/ A04-307/ A04-308/ A04-309/ A04-3010/ A04-30VANITY124LOUNGE122MRR125WRR113ALCOVE112ALCOVE126STOR127JAN129A06-01312/ A04-3013/ A04-3011/ A04-30CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL5A03-18642351291271221231251132' - 1" 7" 6' - 8" 4' - 6 3/4" 6' - 1 1/4" 6' - 1 1/4" 4' - 6 3/4" 6' - 8" 7" 2' - 1"4 1/4"2' - 3 3/4"8' - 8 1/2"11' - 8 3/4"8"8"11' - 11" 6' - 0" 6' - 0" 11' - 11"23' - 2"18' - 10 3/8"22' - 9"2' - 6 3/4"1' - 1 7/8"TOILET1238' - 10 5/8"6' - 0 3/4"8' - 2 5/8"1' - 10 1/4"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0 1/2"3' - 7"1' - 6"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"1' - 3 1/4"CLEAR2' - 11"3' - 8" 2' - 11 1/2" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"1' - 10 1/4"CLEAR5' - 1"5' - 0" 1" 5' - 9 7/8" 1" 4' - 11 1/4"CLEAR2' - 11 1/2"AMBULATORY WATER CLOSET1' - 11 1/8"CLEAR8' - 11 3/4" 1" 4' - 11 1/4"5A03-18F6-FAF6-DAB6-DAE3-DE3-DA3-DA3-DB3-DAE3-DA6-DAA6-DAA6-DAA3-DAA3-DAE3-DE3-DF6-FAF6-FAF3-DAF6-FAF6-FAF6-FAF3-DAE3-DE3-DB3-DAE6-FAE6-FAE3-FAF6-FAF6-FAF6-FAE3-FAE3-DF3-DAB6-FAA6-CA3-CA3-DAA3-DAE3-DAF6-FAF3-CAB6-FAB6-FAB6-DAF6-FAA3-DA3-D4 1/4"8 7/8"18' - 1 1/2"1' - 3 1/4"26' - 5 3/4"5' - 1" 4' - 10 1/8" 6' - 0" EQ. EQ. 6' - 0" 4' - 10 1/8"5' - 1" 2' - 8 3/4"CHASE2' - 8 1/4"CLEAR5' - 8 1/4"8' - 2"6' - 1 3/8"1' - 4" 3' - 3 1/4"CLEAR5' - 0" 3' - 5" 5' - 3 1/4"11 1/2" 1' - 4 1/2"CLCL1' - 6" 4' - 5 3/4" 1' - 6"4 1/4"1' - 8"5' - 10 1/8"CHASE2' - 0 1/4"1' - 11 7/8"3' - 0"4"5' - 1"1"2' - 11"1"2' - 11"1"2' - 11"1"2' - 11"1"2' - 11"1"2' - 11"1"2' - 11 1/2"2' - 11 1/2"1"2' - 11"1"2' - 11"1"2' - 11 1/2"1"5' - 8 1/4"CLEAR2' - 11"TOILET155TOILET157DRESSING156DRESSING154UTILITY158B15/ A04-3015/ A04-3014/ A04-3014/ A04-3030BB-CSTORAGE158AS11' - 11 5/8" 7' - 11 5/8" 8' - 4 1/2" 12' - 2 3/4"5' - 9 1/4" 3' - 0" 3' - 2 3/8" 6" 3' - 0" 4' - 5 5/8" 4' - 5 5/8" 3' - 0"10 7/8"2' - 9 1/2" 3' - 0" 6' - 5 1/4"6' - 3"3' - 6"2' - 11 1/4"3' - 0"4"7' - 2"CHASE1' - 9 1/4"1' - 0 1/4"6' - 0 3/4"1' - 10"2' - 1 3/4"CLCL1' - 6" 4' - 6 1/2" 1' - 6"155157154158A158B156E3-DAA3-DA3-DAA3-DAE3-DAA6-DAE3-CAB6-FAB6-FAB6-FACLCL1' - 6" 4' - 6 1/2" 1' - 6"O.H.16' - 0 1/4"7' - 6 1/2"7' - 1"7' - 6 1/2"7' - 1"CLTOILET144TOILET142DRESSING141DRESSING143CORRIDOR138131917/ A04-3016/ A04-3017/ A04-3016/ A04-30YZ7" 7" 4' - 6 1/2" 3' - 0" 2' - 5 3/4" 3' - 11 3/4" 4' - 5 1/2" 2' - 0" 3' - 0" 4' - 6 1/2" 7" 7"14' - 7"14' - 7"1411431441424"3' - 0"3' - 0"3' - 6"6' - 4 1/8"6' - 4 1/8"3' - 6"3' - 0"3' - 0"4"1' - 10"1' - 10"2' - 5 1/2"CLCL1' - 6" 4' - 11 5/8" 1' - 6"CLCL1' - 6" 4' - 11 5/8" 1' - 6"2' - 2 3/4"2' - 2 7/8"2' - 5 1/2"6' - 4 3/4"CHASE1' - 10"6' - 5 1/4"1' - 3"A3-DAA3-DAF3-DAF3-FAF3-FAF3-DAE3-DAE3-DA7' - 2"7' - 11 5/8"7' - 2 1/8"B3-DAB3-DACL1319TOILET142TOILET144DRESSING143DRESSING141CORRIDOR138YZFFFFNNVV9' - 0"9' - 0"9' - 0"9' - 0"CLEQ EQCLEQEQCLEQ EQCLEQEQJRNLALCOVE126ALCOVE112STOR127JAN1296A03-18642356A03-18MRR125WRR113LCLCNNNNNNJJJ JNNNNN9' - 0"9' - 0"8' - 8"18' - 8"10' - 8"10' - 8"9' - 0"NNNFFFFFFVNNCLEQEQCLEQ EQVANITY124TOILET123LOUNGE122CLCL3' - 2" 6' - 0"CLEQEQCLEQEQCLCL4' - 0" 10' - 3 1/2" 4' - 0"10' - 8"CL3' - 0"8' - 8"CL3' - 6"CLEQ EQCL3' - 6"CLEQ EQCLCL3' - 6"6' - 0"3' - 6"CL3' - 0"CLCL3' - 6"6' - 0"3' - 6"CLCLCL2' - 9 1/2"6' - 0"6' - 0"3' - 0 1/2"CLCLCLCL5' - 1 3/4"6' - 0"6' - 0"6' - 0"3' - 0 1/2"NNLCLCLCLCUTILITY158BTOILET155TOILET157DRESSING156DRESSING15430BB-CSSTORAGE158AN NFJFFFFCLEQEQCLEQ EQEQEQEQEQEQ EQEQ EQ11' - 3 1/8" 7' - 11 5/8" 8' - 4 1/2" 12' - 2 3/4"7' - 2"1' - 8 1/2"1' - 1"7' - 6"VV9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"W306' - 4" 1' - 0"CLCL1' - 9" 1' - 5" 1' - 5" 1' - 9"CHASE1' - 7 3/8"10 5/8"7"F6-FAB6-FAF6-DF6-DB6-DAB6-DAB6-FAF6-DACCESSIBLE DRINKING FOUNTAINDATEJOBISSUES9/18/2018 10:21:34 PMA03-17ENLARGED PLANS -RESTROOMS &DRESSING05.01.201817008.000009.18.2018A03-17ENLARGED PLANS - RESTROOMS & DRESSING2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ENLARGED PLAN - PUBLIC RESTROOMS & LOUNGE 1/4" = 1'-0"2ENLARGED PLAN - BLACKBOX RESTROOM & DRESSING 1/4" = 1'-0"5ENLARGED PLAN - B.O.H. RESTROOM & DRESSING 1/4" = 1'-0"6RCP - B.O.H. RESTROOM & DRESSING 1/4" = 1'-0"3RCP - PUBLIC RESTROOMS & LOUNGE 1/4" = 1'-0"4RCP - BLACKBOX RESTROOM & DRESSINGREFER TO A02-06 - OVERALL REFLECTED CEILING PLAN FOR RCP LEGEND, RCP GENERAL NOTES, AND LIGHTING LEGENDHALLM.P.B.B.1 / 25 / 63 / 4 1/2" = 1'-0"7DRINKING FOUNTAIN PLANREFER TO A03-17 FOR PLUMBING FIXTURE & RESTROOM ACCESSORY MOUNTING HEIGHTS1111111111111111111111111111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.EL.ALIGNEL.JRNLWB-1CONC-2ES-1PT-1PT-1PT-1PT-1WB-1CONC-2ES-1PT-1PT-1PT-1PT-1T-1CONC-2GB-1PT-1T-1/PT-1T-1/PT-1PT-1T-1CONC-2GB-1PT-1T-1/PT-1T-1/PT-1PT-1WB-1CPT-1ACT-1PT-1PT-1PT-1PT-1TB-1T-1GB-1PT-1PT-1PT-1PT-1STOR127JAN129WRR113MRR125LOUNGE122VANITY124C1D1C1D1C1D1E1D1C1E1E2C1D1C1D1C1D1E1D1C1E2C2C1C1FGGGGGGGGGGGGGGGGGGGGGE1E2E1E1E2GC1HBABABABABAA5A03-1864235ALCOVE126ALCOVE112WB-1CONC-1GB-1PT-1PT-1PT-1PT-1WB-1CONC-1GB-1PT-1PT-1PT-1PT-1REF. PLUMBING FOR FAUCET & SOAP DISPENSERWB-1VCT-1ACT-1PT-1PT-1PT-1PT-1TB-1T-2GB-1PT-1T-2/PT-1T-2/PT-1T-2/PT-1TB-1T-2GB-1PT-1T-2/PT-1T-2/PT-1T-2/PT-1WB-1CONC-2ES-1PT-1PT-1PT-1PT-1WB-1VCT-1ACT-1PT-1PT-1PT-1PT-1DRESSING154DRESSING156UTILITY158BTOILET157TOILET155E1C1GE2HE1C1GE2HABJJ30BB-CSSTORAGE158AWB-1CONC-2ES-1PT-1PT-1PT-1PT-1BABBKKCL1319WB-1VCT-1ACT-1PT-1PT-1PT-1PT-1WB-1VCT-1ACT-1PT-1PT-1PT-1PT-1TB-1T-2GB-1PT-1T-2/PT-1T-2/PT-1T-2/PT-1TB-1T-2GB-1T-2/PT-1T-2/PT-1T-2/PT-1PT-1DRESSING143TOILET144TOILET142DRESSING141GE1E2C2HABGE1E2C2HABJJYZBBKKPAPER TOWEL DISPENSERABB CTOILET TISSUEDISPENSERDRECESSEDSANITARY NAPKINDISPOSALERECESSED GRAB BAR BOBRICKFE142"E236"2' - 6"GSANITARY NAPKINDISPENSERFINISH FLOORPARTITION MOUNTEDPARTITION MOUNTEDC1C2D1D2WASTE RECEPTACLEA3' - 4"MANUAL FOAM SOAP DISPENSERBOBRICK3' - 6"1' - 3" MIN.1'-3" MIN.4' - 0" MAX.TOILET SEAT COVERDISPENSER33" MIN. - 36" MAX.VARIESWALL MOUNTED MIRRORHTO REFLECTIVE SURFACE3' - 4" MAX.TO OPERABLE ELEMENT4' - 0" MAX.1' - 6"1' - 10"BENCHJ3' - 6"LOCKERK9" 3' - 0" 3' - 0"1' - 3"SHELF1' - 3"48" MAXMTL. STUDS DIAGONAL BRACE TO STRUCTURE AT 4'-0" O.C. MAXAXIOM METAL KNIFE EDGE INDIRECT LIGHT COVE3"T-11/2" METAL TRANSITION CHANNELGB-1 CEILINGMIRROR ABOVE SINKS, REF. ELEVATIONSCOVE LIGHT FIXTURE, REF. ELECTRICAL4"01-MAIN100' - 0"BLOCKING FOR MIRROR MOUNT AS REQUIREDMIRRORFAUCET AS SCHEDULEDPLYWOOD SUBSTRATE & BLOCKING AS REQUIRED3' - 2"PROVIDE INSULATED PIPESS-1 SOLID SURFACE SHELF AND COUNTERTOP5" 1' - 7"5"2' - 9"1 5 °REF. PLUMBING FOR FIXTURE & PIPESSS-1 BACKSPLASH TUBE STEEL. WELD TO TUBE STEEL POSTS CONCEALED WITHIN PARTITION AT EACH END. ENSURE TUBE STEEL FITS WITHIN PROFILE OF SINK AND IS NOT VISIBLE FROM FRONT6"2' - 3" HOLD3"X3"X1/4" TUBE STEEL POST, WELD TO 4"X6"X1/4" MOUNTING PLATE AT SLAB. SECURE MOUNTING PLATE TO SLAB WITH EXPANSION BOLTS AT 4 CORNERS. ENSURE MOUNTING PLATE IS CONCEALED WITHIN PARTITIONCONTINUOUS BLOCKINGCONNECT HORIZONAL TUBE STEEL TO TUBE STEEL POST IN PARTITION21"2' - 0"MIN.8"MIN.11"MIN.9"REMOVABLE PANEL WITH CONCEALED FASTENINGS, PT-21' - 5"2' - 10"3' - 6" MIN. 1' - 0"MAX.3' - 0" MIN.INSTALL FLUSH VALVE OPPOSITE NEAR WALL OR PARTITION1' - 6"FINISH FLOOR1'-5" MIN.7" TO 9"4' - 0" MAX.4' - 6" MIN.4" CLR.1' - 6"WALL MOUNTED TOILET4' - 0"1' - 2"2' - 6"3'-8" (ADA MAX.)4' - 3"PLANELEVATIONMIN36" MIN IF LOCATED IN AN ALCOVE > 24" DEEP1'-5" (ADA MAX.)2' - 0"1' - 5"2' - 5"2' - 9"MAX. TO T.O. ACCESSIBLE SPOUT3' - 0 1/16"WALL MOUNTED URINALWALL HUNG LAVATORYDRINKING FOUNTAINPROVIDE INSULATED SLEEVE 3' - 6"1' - 0" 2' - 0"CLSANITARY NAPKIN DISPOSAL WHEN NOTEDDATEJOBISSUES9/18/2018 10:21:40 PMA03-18FINISH FLOOR PLAN -RESTROOMS &DRESSING05.01.201817008.000009.18.2018A03-18FINISH FLOOR PLAN - RESTROOMS & DRESSING2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1FINISH PLAN - PUBLIC RESTROOMS & LOUNGE 1/4" = 1'-0"2FINISH PLAN - BLACKBOX RESTROOM & DRESSING 1/4" = 1'-0"3FINISH PLAN - B.O.H. RESTROOM & DRESSING 1 1/2" = 1'-0"6SECTION - RESTROOM COVE LIGHT 1 1/2" = 1'-0"5SECTION - RESTROOM TROUGH SINKHALLM.P.B.B.13211111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 6A03-208/ A03-2011/ A03-2010/ A03-209 / A 0 3 -2 0 10STAGE1355A03-207A03-20CPT-2 AT FLOOR, LANDINGS, TREADS, & RISERS8T8H2H1Q2"3' - 4"2" 6 1/8"137135A3' - 4"1' - 6 1/4"3' - 6" 3' - 0" T Y P .1 1 "(6 ) E Q . T R E A D SRUN 1 :5 ' - 6 "T Y P .1 ' - 0 "CLEAR7' - 8"6' - 5 3/8"LANDING5' - 1 5/8"1' - 4 1/4"2"3' - 4"2"Q6-FAF6-FAF6-FAF8-FAB8-FAF6-FAF8-FAB6-FAH12-DAE0-D4' - 1"0' - 0"GUARDRAIL01-MAIN100' - 0"03-TECHNICAL112' - 0"R07-LOADING GALLERY130' - 0"10-HIGH RIDGE148' - 3"T5T6NOTE: PORTIONS OF ROOF STRUCTURE HAVE BEEN OMITTED FOR CLARITY7A03-20T8T7Q(3) EQ. RISERS1' - 10"SHIP'S LADDER8' - 11"(9) EQ. RISERS5' - 3"(8) EQ. RISERS4' - 8"(9) EQ. RISERS5' - 3"(7) EQ. RISERS4' - 1"CLEAR, MIN.7' - 6 3/16"C3ALANDING119'-3"LANDING109'-4"CATWALKCONNECTOR128'-2"LANDING114'-0"LANDING104'-1"GUARDRAIL6A03-2010CATWALK200B5A03-207A03-208T8H2H1Q200BLANDING5' - 8 7/8"(8) EQ. TREADSRUN 2:7' - 4"LANDING6' - 2 1/8"(7 ) E Q . T R E A D SRUN 3 :6 ' - 5 "2' - 0 3/8"11"2"3' - 4"2"2"3' - 4"2"14' - 0"14' - 0"9' - 4"6A03-20105A03-207A03-208T8H2H1T7Q19' - 3"14' - 0"LANDING6' - 2 1/8"(8) EQ. TREADSRUN 4:7' - 4"LANDING5' - 8 7/8"2"3' - 4"2"1' - 3"2"2' - 0"24' - 6"6A03-20T5T6105A03-207A03-20LOADING GALLERY8T8H2H1T7Q26' - 8"24' - 6"28' - 2"30' - 0"C4C3A28' - 2"(2) EQ. TREADS2' - 8"LANDING5' - 7 1/4"3' - 3 1/2" 2' - 8" 7 ' - 0 1 /2 "2 ' - 8 "4 "ACCESS LADDERGUARDRAILSGUARDRAIL WITH HANDRAIL AT STEPSSHIP'S LADDER01-MAIN100' - 0"03-TECHNICAL112' - 0"07-LOADING GALLERY130' - 0"(3) EQ. RISERS1' - 10"SHIPS LADDER8' - 11"(9) EQ. RISERS5' - 3"(8) EQ. RISERS4' - 8"(9) EQ. RISERS5' - 3"(7) EQ. RISERS4' - 1"200B137LANDING119'-3"LANDING109'-4"CATWALKCONNECTOR128'-2"LANDING114'-0"LANDING104'-1"CLEAR7' - 0 1/8"01-MAIN100' - 0"03-TECHNICAL112' - 0"07-LOADING GALLERY130' - 0"10-HIGH RIDGE148' - 3"6A03-208LANDING119'-3"LANDING109'-4"CATWALKCONNECTOR128'-2"LANDING114'-0"LANDING104'-1"ROOF FRAMING, REF. STRUCTURALSHIP'S LADDERGUARDRAIL01-MAIN100' - 0"03-TECHNICAL112' - 0"07-LOADING GALLERY130' - 0"T6T72" DUCT LINER MECHANICALLY FASTENED TO CMU & UNDERSIDE OF CEILINGGB-2200B1378' - 0"1' - 10"8' - 11"5' - 3"4' - 8"5' - 3"4' - 1"LANDING119'-3"LANDING109'-4"CATWALKCONNECTOR128'-2"LANDING114'-0"LANDING104'-1"GUARDRAIL & HANDRAILWALL MOUNTED HANDRAIL01-MAIN100' - 0"03-TECHNICAL112' - 0"07-LOADING GALLERY130' - 0"8' - 0"82" DUCT LINER MECHANICALLY FASTENED TO PARTITION & UNDERSIDE OF CEILINGLOADING GALLERY ACCESS PLATFORMGB-2135AC4CLEAR8' - 2 1/8"1' - 1 7/8"CLEAR8' - 9 1/8"1' - 1 7/8"CLEAR, MIN.7' - 6 3/4"LANDING119'-3"LANDING109'-4"01-MAIN100' - 0"03-TECHNICAL112' - 0"07-LOADING GALLERY130' - 0"2" DUCT LINER MECHANICALLY FASTENED TO PARTITION & UNDERSIDE OF CEILING8' - 0"ACCESS DOOR FOR TECHNICAL MEZZ. WALKWAYCATWALK ACCESS DOORGB-28CLEAR13' - 2"1' - 1 7/8"CLEAR8' - 9 1/8"CLEAR9' - 6 3/8"CATWALKCONNECTOR128'-2"LANDING114'-0"LANDING104'-1"01-MAIN100' - 0"03-TECHNICAL112' - 0"07-LOADING GALLERY130' - 0"2" DUCT LINER MECHANICALLY FASTENED TO PARTITION & UNDERSIDE OF CEILINGLOADING GALLERY ACCESS PLATFORMGB-2LANDING119'-3"LANDING109'-4"CATWALKCONNECTOR128'-2"LANDING114'-0"LANDING104'-1"GUARDRAILSHIP'S LADDERC3A8' - 0"WALL-MOUNTED HANDRAILTYP.11"TYP.1' - 0"GUARDRAILDATEJOBISSUES9/18/2018 10:22:09 PMA03-20VERTICAL CIRCULATIONDETAILS05.01.201817008.000009.18.2018A03-20VERTICAL CIRCULATION DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1WEST STAIR PLAN - BOTTOM LANDING 1/4" = 1'-0"6WEST STAIR SECTION - WEST RUN 1/4" = 1'-0"2WEST STAIR PLAN - INTERMEDIATE LANDINGS 1/4" = 1'-0"3WEST STAIR PLAN - UPPER LANDING 1/4" = 1'-0"4WEST STAIR PLAN - CATWALK ACCESS 1/4" = 1'-0"5WEST STAIR SECTION - EAST RUN 1/4" = 1'-0"7WEST STAIR SECTION - SOUTH LANDING 1/4" = 1'-0"8ELEVATION - WEST STAIR - WEST WALL 1/4" = 1'-0"10ELEVATION - WEST STAIR - SOUTH WALL 1/4" = 1'-0"11ELEVATION - WEST STAIR - NORTH WALL 1/4" = 1'-0"9ELEVATION - WEST STAIR - EAST WALLHALLM.P.B.B.11111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 5 A03-21 8/ A03-2111/ A03-21 9/ A03-2110/ A03-21 22 STAGE 135 6 A03-21 7 A03-21 CPT-2 AT FLOOR, LANDINGS, TREADS, & RISERS 24 T8 H3H4 Q TYP.1' - 0"(6) EQ. TREADSRUN 1:5' - 6"TYP.11"F6-FA F8-FA B6-FA B8-FA F6-FA F8-FA F6-FA Q6-FA E0-D H12-DA 136 135B3' - 0" 2' - 7"1' - 6 1/4"3' - 4"LANDING5' - 1 5/8"6' - 5 3/8"CLEAR7' - 8"2" 3' - 3 3/4" 2 1/4" 2"3' - 4"2" 4' - 1" 0' - 0" 5 A03-21 CATWALK 200A 22 6 A03-21 7 A03-21 24 T8 H3H4 Q 200A 14' - 0" 14' - 0" 9' - 4" 2" 3' - 4" 2" 2" 3' - 4" 2"(7) EQ. TREADSRUN 3:6' - 5"LANDING6' - 2 1/8"(8) EQ. RISERSRUN 2:7' - 4"LANDING5' - 8 7/8"1' - 10 3/8"11"01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 08-LOW PARAPET 130' - 11" 10-HIGH RIDGE 148' - 3" T5T6 NOTE: PORTIONS OF ROOF STRUCTURE HAVE BEEN OMITTED FOR CLARITY 7 A03-21 T8 T7 Q LANDING 119'-3" LANDING 109'-4" CATWALK CONNECTOR 128'-2" LANDING 114'-0" LANDING 104'-1" C3B SHIP'S LADDER8' - 11"(9) EQ. RISERS5' - 3"(8) EQ. RISERS4' - 8"(9) EQ. RISERS5' - 3"(7) EQ. RISERS4' - 1"CLEAR, MIN.7' - 2 1/4"HIGH ROOF FRAMING, REF. STRUCTURAL GUARDRAIL 5 A03-21 22 6 A03-21 7 A03-21 24 T8 H3H4 Q 14' - 0" 19' - 3" 2" 1' - 6 1/4" 2" 3' - 4" 2" 2' - 0"LANDING5' - 8 7/8"(8) EQ. TREADSRUN 4:7' - 4"LANDING6' - 2 1/8"24' - 6" 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" T5 T6 2" DUCT LINER MECHANICALLY FASTENED TO CMU & UNDERSIDE OF CEILING GB-2 T8T7 200A 136 LANDING 119'-3" LANDING 109'-4" CATWALK CONNECTOR 128'-2" LANDING 114'-0" LANDING 104'-1"8' - 0"GUARDRAIL HIGH ROOF FRAMING, REF. STRUCTURAL LOW ROOF FRAMING, REF. STRUCTURAL CATWALK ACCESS PLATFORM 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 2" DUCT LINER MECHANICALLY FASTENED TO PARTITION & UNDERSIDE OF CEILING GB-2 24 8' - 0"CATWALK CONNECTOR 128'-2" LANDING 114'-0" LANDING 104'-1"1' - 1 7/8"CLEAR8' - 9 1/8"CATWALK ACCESS DOOR ACCESS DOOR FOR TECHNICAL MEZZ. WALKWAY LOW ROOF FRAMING, REF. STRUCTURAL HIGH ROOF FRAMING, REF. STRUCTURAL 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 08-LOW PARAPET 130' - 11" 24 135B LANDING 119'-3" LANDING 109'-4" LANDING 114'-0" LANDING 104'-1" 2" DUCT LINER MECHANICALLY FASTENED TO PARTITION & UNDERSIDE OF CEILING GB-2 CLEAR8' - 2 1/8"1' - 1 7/8"CLEAR8' - 9 1/8"1' - 1 7/8"CLEAR, MIN.7' - 2 1/4"HIGH ROOF FRAMING, REF. STRUCTURAL LOW ROOF FRAMING, REF. STRUCTURAL 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 2" DUCT LINER MECHANICALLY FASTENED TO PARTITION & UNDERSIDE OF CEILING GB-2 C3B TYP. 11" 5' - 6" TYP. 1' - 0" LANDING 119'-3" LANDING 109'-4" CATWALK CONNECTOR 128'-2" LANDING 114'-0" LANDING 104'-1" WALL MOUNTED HANDRAIL SHIP'S LADDER GUARDRAIL8' - 0"HIGH ROOF FRAMING, REF. STRUCTURAL 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 10-HIGH RIDGE 148' - 3" 200A 136 HIGH ROOF FRAMING, REF. STRUCTURAL LOW ROOF FRAMING, REF. STRUCTURAL LANDING 119'-3" LANDING 109'-4" CATWALK CONNECTOR 128'-2" LANDING 114'-0" LANDING 104'-1"SHIP'S LADDER8' - 11"(9) EQ. RISERS5' - 3"(8) EQ. RISERS4' - 8"(9) EQ. RISERS5' - 3"(7) EQ. RISERS4' - 1"01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 08-LOW PARAPET 130' - 11" 5 A03-21 24 LANDING 119'-3" LANDING 109'-4" CATWALK CONNECTOR 128'-2" LANDING 114'-0" LANDING 104'-1" HIGH ROOF FRAMING, REF. STRUCTURAL SHIP'S LADDER GUARDRAILS GUARDRAIL GUARDRAIL LOW ROOF FRAMING, REF. STRUCTURAL 5 A03-21 T5 T6 22 6 A03-21 7 A03-21 24 T8 H3H4 T7 Q 26' - 8" 24' - 6" C3B 28' - 2" ACCESS LADDER SHIP'S LADDER GUARDRAILS 28' - 2"4"2' - 8"6' - 10 1/2"DATE JOB ISSUES 9/18/2018 10:22:37 PMA03-21 VERTICAL CIRCULATION DETAILS 05.01.2018 17008.0000 09.18.2018 A03-21VERTICAL CIRCULATION DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/4" = 1'-0"1 EAST STAIR PLAN - BOTTOM LANDING 1/4" = 1'-0"2 EAST STAIR PLAN - INTERMEDIATE LANDINGS 1/4" = 1'-0"5 EAST STAIR SECTION - EAST RUN 1/4" = 1'-0"3 EAST STAIR PLAN - UPPER LANDING 1/4" = 1'-0"9 ELEVATION - EAST STAIR - EAST WALL 1/4" = 1'-0"11 ELEVATION - EAST STAIR - NORTH WALL 1/4" = 1'-0"10 ELEVATION - EAST STAIR - SOUTH WALL 1/4" = 1'-0"8 ELEVATION - EAST STAIR - WEST WALL 1/4" = 1'-0"6 EAST STAIR SECTION - WEST RUN 1/4" = 1'-0"7 EAST STAIR SECTION - SOUTH LANDING HALL M.P. B.B. 1/4" = 1'-0"4 EAST STAIR PLAN - CATWALK ACCESS 1 1 1 1 1 1 1 1 1 1 1 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 A T TS XETEFO SAM AR Y K . H A RT1 86 7 3REGISTERED ARC H I TECT 01-MAIN100' - 0"08-LOW PARAPET130' - 11"CW-2CW-2MECHANICAL LOUVERS10-HIGH RIDGE148' - 3"CLSTANDING SEAM METAL ROOFSMOKE EVACUATION HATCHSTOREFRONT WINDOWSMECHANICAL LOUVER1319CS-1MODIFIED FLEMISH BOND BRICK VENEER, BR-1 FIELD WITH BR-2 HEADERSBR-2CW-1 BEYONDMETAL SLAT EQUIPMENT SCREEN; "SHADOWBOX" STYLE3530342423263127BB-264218926.9OVERHEAD COILING DOORA08-128A08-123A08-1224' - 8" 4' - 8" 4' - 8" 4' - 8" 4' - 8" 4' - 8"8' - 0"18' - 8"CW-1 BEYONDALTERNATE #4: GARDEN SCREEN WALLS BEYONDA08-116A08-115BLACK PAINTED METAL BUILDING ADDRESS IDENTIFICATION MOUNTED TO MASONRYGATE WITH "RISER ROOM" SIGNAGE01-MAIN100' - 0"08-LOW PARAPET130' - 11"32' - 11"CW-1ALUMINUM PLATE CANOPYBR-210-HIGH RIDGE148' - 3"CLSTANDING SEAM METAL ROOFCS-1ALTERNATE #4: "SHADOWBOX" STAINED WOOD SCREENS & MODIFIED FLEMISH BOND BRICK SCREENS9' - 4"CW-135323028252034242629312111642127181418METAL SIGN BELOW CANOPY, OFFSET FROM CURTAIN WALLBLACK PAINTED METAL BUILDING ADDRESS IDENTIFICATION MOUNTED TO MASONRY01-MAIN100' - 0"08-LOW PARAPET130' - 11"GDBJHFCACW-1CS-1CW-2WSTOREFRONT WINDOWS10-HIGH RIDGE148' - 3"MODIFIED FLEMISH BOND BRICK VENEER, BR-1 FIELD WITH BR-2 HEADERSBR-2MODIFIED FLEMISH BOND BRICK VENEER, BR-1 FIELD WITH PROUD HEADERSMODIFIED FLEMISH BOND BRICK VENEER, BR-2 FIELD WITH BR-1 HEADERSCW-1A04-03118' - 8"8" 9' - 4" 8"METAL SLAT EQUIPMENT SCREEN; "SHADOWBOX" STYLEYZT8T9KBB-CBB-ABB-BXT7T0SQA08-129A08-124A08-114A04-152A08-12104' - 4" 2' - 8" 2' - 8" 2' - 8" 4' - 4"01-MAIN100' - 0"08-LOW PARAPET130' - 11"GDBJHFCACW-1CS-1BR-2MODIFIED FLEMISH BOND BRICK VENEER, BR-2 FIELD WITH BR-1 HEADERSTRNL10-HIGH RIDGE148' - 3"CW-2MODIFIED FLEMISH BOND BRICK VENEER, BR-1 FIELD WITH BR-2 HEADERSCW-132' - 11"A04-023ALTERNATE #4: "SHADOWBOX" STAINED WOOD SCREENS & MODIFIED FLEMISH BOND BRICK SCREENSYZT8T9KXT7T0SQ5' - 8" 2' - 8" 2' - 8" 2' - 8" 5' - 8" 2' - 8" 5' - 8" 2' - 8" 2' - 8" 2' - 8" 5' - 8"8' - 0"18' - 8"2' - 8" 16' - 0" 8' - 0"A08-121A08-1213A04-151A08-111DATEJOBISSUES9/18/2018 10:23:41 PMA04-01EXTERIOR ELEVATIONS05.01.201817008.000009.18.2018A04-01EXTERIOR ELEVATIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1EXTERIOR ELEVATION - SOUTH 1/8" = 1'-0"2EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"3EXTERIOR ELEVATION - EAST 1/8" = 1'-0"4EXTERIOR ELEVATION - WESTHALLM.P.B.B.123411111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"BRICK CURTAIN18' - 0"BRICK RECESS2' - 8"(140) COURSES31' - 4"1' - 10"0' - 4" HEADER0' - 8" STRETCHERRUNNING BOND1' - 10"MODIFIED FLEMISH BOND14' - 4"RUNNING BOND1' - 10"STACKED BOND2' - 8"(8) COURSES.1' - 9 1/3"(125) COURSES.27' - 9 1/3"(8) COURSES1' - 9 3/8"(4) COURSES TYP..0' - 10 2/3"A04-022aNOTE: ALL MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISEACCENT BRICK RECESSED; MODULAR8"x4"x2-2/3" STRETCHER, BR-2 TYP.FIELD BRICK; MODULAR8"x4"x2-2/3" STRETCHER, BR-1 SMOOTH TYP.ACCENT BRICK; MODULAR4"x4"x2-2/3" HEADER, BR-2 TYP.FIELD BRICK; CUT MODULARSTRETCHER, BR-1 SMOOTH TYP.ENGINEERED METAL COPING, TYP.4"PLAN SECTION GRADE VARIESCONCRETEMODIFIED FLEMISH BOND, BR-1 & BR-2; REF. DETAILEQEQCLSHELF ANGLE, REF. STRUCTURAL(120) COURSES26' - 8"(21) COURSES4' - 8"RECESSED STACKED BOND, BR-2(137) COURSES30' - 8".0' - 2 2/3"(3) COURSES8".0' - 2 2/3"NOTE: ALL MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISEACCENT BRICK; 4"x4"x2-2/3" HEADER, BR-2FIELD BRICK; 8"x4"x2-2/3" STRETCHER, BR-14" 8" 4" 8" 4"EQ. EQ. 8" 8" EQ. EQ.CL01-MAIN100' - 0"08-LOW PARAPET130' - 11"BRICK CURTAIN19' - 4"(141) COURSES31' - 4"31' - 4"RUNNING BOND1' - 6"MODIFIED FLEMISH3' - 4"RUNNING BOND / OPENING9' - 8"MODIFIED FLEMISH3' - 4"RUNNING BOND1' - 6"NOTE: ALL MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISEFIELD BRICK; MODULAR8"x4"x2-2/3" STRETCHER, BR-1 SMOOTH TYP.ACCENT BRICK; MODULAR4"x4"x2-2/3" HEADER, BR-2 TYP.FIELD BRICK; CUT MODULARSTRETCHER, BR-1 SMOOTH TYP.ENGINEERED METAL COPING, TYP.PLAN SECTION PROFILEGRADE VARIESCONCRETEMODIFIED FLEMISH BOND, BR-1 & BR-2; REF. DETAILCL1' - 0"6"0' - 4" HEADER0' - 8" STRETCHER(8) COURSES.1' - 9 1/3"(125) COURSES.27' - 9 1/3"(8) COURSES1' - 9 3/8"4"STOREFRONT WINDOW8" 4" 4"6"SHELF ANGLE, REF. STRUCTURALACCENT BRICK BEYOND; MODULAR8"x4"x2-2/3" STRETCHER, BR-2 TYP.RECESSED STACKED BOND, BR-2A04-022aLOUVERS, REF. MECHANICAL8".8' - 2 2/3"16' - 0"(12) COURSES2' - 8"2' - 8" 2' - 8" 2' - 8"EQEQ01-MAIN100' - 0"3A05-1518' - 6 1/2"10' - 8"10' - 8"GYP. BOARD, PT-1CW-1EXTRUDED ALUMINUM TRIM ALONG TOP EDGE1/2"18' - 6"01-MAIN100' - 0"3A05-15NOTE: ALL MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISEFACE BRICK; MODULARSTRETCHER, BR-1 SMOOTH TYP.FACE BRICK; MODULAR HEADER, BR-2 TYP.CAST STONE SILL WITH DRIP EDGEMODIFIED FLEMISH BOND, BR-1 & BR-2; REF. DETAILCW-1A04-022a10' - 8"EQEQRUNNING BOND1' - 2"MODIFIED FLEMISH BOND8' - 4"RUNNING BOND1' - 2"6" 8"4" HEADER8" STRETCHER(4) COURSES.10 2/3"(69) COURSES15' - 4"(8) COURSES.1' - 9 1/3"(81) COURSES18' - 0".0' - 2 2/3"(3) COURSES8".0' - 2 2/3"NOTE: ALL MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISEACCENT BRICK; 4"x4"x2-2/3" HEADER, BR-1FIELD BRICK; 8"x4"x2-2/3" STRETCHER, BR-24" 8" 4" 8" 4"EQ. EQ. 8" 8" EQ. EQ.CL.0' - 2 2/3"(3) COURSES8".0' - 2 2/3"NOTE: ALL MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISEACCENT BRICK; 4"x4"x2-2/3" HEADER, BR-1 SMOOTH FINISHFIELD BRICK; 8"x4"x2-2/3" STRETCHER, BR-1 SPLIT-FACE4" 8" 4" 8" 4"EQ. EQ. 8" 8" EQ. EQ.CLDATEJOBISSUES9/18/2018 10:23:49 PMA04-02MASONRY ELEVATIONS05.01.201817008.000009.18.2018A04-02MASONRY ELEVATIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1ELEVATION - BRICK CURTAIN, TYP. 1" = 1'-0"2aMODIFIED FLEMISH BOND DETAIL TYP. EXTERIOR 1/2" = 1'-0"3ELEVATION - BRICK CURTAIN WITH OPENING 1/2" = 1'-0"5ELEVATION - CONCESSION WALL INTERIOR 1/2" = 1'-0"4ELEVATION - CONCESSION WALL EXTERIOR 1" = 1'-0"2bMODIFIED FLEMISH BOND DETAIL AT MULTIPURPOSE 1" = 1'-0"2cMODIFIED FLEMISH BOND DETAIL AT HALLHALLM.P.B.B.1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"NOTE: ALL MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISEFIELD BRICK; MODULAR8"x4"x2-2/3" STRETCHER, BR-1 TYP.ACCENT BRICK; MODULAR4"x4"x2-2/3" HEADER, BR-2 TYP.FIELD BRICK; CUT MODULARSTRETCHER, BR-1 TYP.ENGINEERED METAL COPING, TYP.TYP. PLAN SECTIONGRADE VARIESMODIFIED FLEMISH BOND, BR-1 & BR-2; 13' - 0"6' - 4"12' - 8"22' - 8"6' - 8"CLMODIFIED FLEMISH10' - 4"RUNNING BOND1' - 8"MODIFIED FLEMISH 10' - 4"RUNNING BOND12' - 4"10' - 4"RUNNING BOND1' - 6"9' - 4"7' - 4"11' - 0"11' - 0"11' - 0"8' - 0"(7) COURSES. 1'-6 2/3"(129) COURSES. 28'-8"(10) COURSES. 2' - 2 2/3"(5) COURSES. 1'-1 1/3"CLCLCONTROL JOINT18' - 8"(146) COURSES32' - 5 11/32"CW-1A04-022bDATEJOBISSUES9/18/2018 10:23:56 PMA04-03MASONRY ELEVATIONS05.01.201817008.000009.18.2018A04-03MASONRY ELEVATIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1ELEVATION - BRICK CURTAIN -AHALLM.P.B.B.REVISIONSATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 08-LOW PARAPET130' - 11"1A05-1110-HIGH RIDGE148' - 3"CLCAST STONE FIN, 4"x8"x4"CAST STONE STRETCHER, 24"x4"x4"CAST STONE SLOPED SILL, 24"x8"x4"CONCRETE CURB WITH METAL FLASHINGMETAL FASCIA ROOF EDGETYPE 'C' ROOF24211181418V.I.F.(11) MODULES25' - 8"4"(11) MODULES25' - 8"1' - 0 19/32"TYP.4"TYP.2' - 0"(1) MODULE2' - 4"1"(17) FULL COURSES5' - 8"08-LOW PARAPET130' - 11"10-HIGH RIDGE148' - 3"CL1A05-122210CAST STONE FIN, 4"x8"x4"CAST STONE STRETCHER, 24"x4"x4"CAST STONE SLOPED SILL, 24"x8"x4"CONCRETE CURB WITH METAL FLASHINGMETAL FASCIA ROOF EDGETYPE 'C' ROOF248(36) FULL COURSES12' - 0"1"V.I.F.(17) MODULES39' - 8"4"(17) MODULES39' - 8"V.I.F.08-LOW PARAPET130' - 11"10-HIGH RIDGE148' - 3"CAST STONE FIN, 4"x8"x4"CAST STONE STRETCHER, 24"x4"x4"CAST STONE SLOPED SILL, 24"x8"x4"ORIGIN FIN "A"CONCRETE CURB WITH METAL FLASHINGMETAL FASCIA ROOF EDGET8T9(49) FULL COURSES, MAX.16' - 4"1"(36) FULL COURSES, MIN.12' - 0"1"V.I.F.1' - 0 1/2"(13) MODULES30' - 4"TYP.4"TYP.2' - 0"(1) MODULE2' - 4"PARAPET CURB WITH METAL FLASHING08-LOW PARAPET130' - 11"10-HIGH RIDGE148' - 3"1A05-13CAST STONE FIN, 4"x8"x4"CAST STONE STRETCHER, 24"x4"x4"CAST STONE SLOPED SILL, 24"x8"x4"ORIGIN FIN "B"CONCRETE CURB WITH METAL FLASHINGMETAL FASCIA ROOF EDGET8T9(13) MODULES30' - 11 3/4"V.I.F.(1) MODULE2' - 4"TYP.4"TYP.2' - 0"1"(49) FULL COURSES, MAX.16' - 0"(36) FULL COURSES, MIN.11' - 8"1"08-LOW PARAPET130' - 11"10-HIGH RIDGE148' - 3"CAST STONE FIN, 4"x8"x4"CAST STONE STRETCHER, 24"x4"x4"CAST STONE SLOPED SILL, 24"x8"x4"ORIGIN FIN "A"CONCRETE CURB WITH METAL FLASHINGMETAL FASCIA ROOF EDGE(49) FULL COURSES, MAX.16' - 4"1"(17) FULL COURSES, MIN.5' - 0"1"V.I.F.TYP.2' - 0"TYP.4"(1) MODULE2' - 4"08-LOW PARAPET130' - 11"10-HIGH RIDGE148' - 3"ORIGIN FIN "B"CAST STONE FIN, 4"x8"x4"CAST STONE STRETCHER, 24"x4"x4"CAST STONE SLOPED SILL, 24"x8"x4"CONCRETE CURB WITH METAL FLASHINGMETAL FASCIA ROOF EDGE(17) FULL COURSES, MIN.5' - 8"1"4"(37) MODULES86' - 4"V.I.F.1"(49) FULL COURSES, MAX.16' - 4"DATEJOBISSUES9/18/2018 10:24:06 PMA04-04UPPER ROOFELEVATIONS05.01.201817008.000009.18.2018A04-04UPPER ROOF ELEVATIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - HIGH ROOF NORTH 1/4" = 1'-0"4ELEVATION - HIGH ROOF SOUTH 1/4" = 1'-0"5ELEVATION - HIGH ROOF EAST 1/4" = 1'-0"6ELEVATION - HIGH ROOF WESTHALLM.P.B.B. 1/4" = 1'-0"7ELEVATION - HIGH ROOF NORTHEAST 1/4" = 1'-0"8ELEVATION - HIGH ROOF NORTHWEST1111111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 06-FOLLOW SPOT 124' - 8" CLSOUND CONTROL CEILING, GB-2 STC 45 RATED GLAZING ASSEMBLIES WV-1 A08-10 4 A08-10 3 A08-10 2 A04-11 3 2421118 2' - 0"1' - 2"3' - 4"WV-1, LIGHT STAINWV-1, MEDIUM STAIN PT-4 3'-8"x8'-0" RETURN AIR GRILLE, REF. MECHANICAL; BLACK FINISH AWC-2 WALL WASH LED FIXTURE, REF, ELECTRICAL PARTERRE HANDRAILS PARTERRE VIEW RAIL DIFFUSE MASONRY WALL, REF. DETAIL ELEVATION ACOUSTIC BANNERS, REF. THEATRICAL 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 06-FOLLOW SPOT 124' - 8" 00-ORCHESTRA 96' - 10" M 10-HIGH RIDGE 148' - 3" ACOUSTIC REFLECTORS, AWC-2 SOUND CONTROL CEILING, GB-2 T1T2T3T4T5T6 WV-1; MEDIUM STAIN VIEW-HEIGHT GUARDRAIL WV-1; DARK STAIN WV-1; MEDIUM STAIN WV-1; DARK STAIN PT-3 CATWALK STRUCTURE; PT-2 A07-02 3 A07-02 7 ARCHITECTURAL GRADE PLYWOOD BASE, STAINED TO MATCH WV-1 ABOVE ALUMINUM PROSCENIUM JAMB, PT-2 STEEL PROSCENIUM HEAD BEAM, PT-2 ACOUSTIC CURTAIN POCKET; ALTERNATE #5: OMIT & REPLACE WITH ACOUSTIC BANNERS PT-3 T8 KT7T0 05-PROSCENIUM 122' - 0" T.O. MASONRY 132'-0" STEEL BRACING, 8'-0" O.C. REF. STRUCTURAL; PT-2 CONNECTOR RAILING, PT-2 CONNECTOR GUARDRAIL, PT-2 PT-4 AWC-2 STEEL CHANNEL STRINGERS, PT-2 3' - 6" 3' - 6"3' - 7" 3' - 7"3' - 6" 3' - 6" ACCESS LADDER, PT-2 T.O. REAR WV-1 132'-0" T.O. WV-1, TYP. 128'-0" WV-1; LIGHT STAIN TYP.8' - 0"TYP.2' - 0"TYP.8"6' - 0"ACCESS DOOR C3A CL BR-1 FIELD, SPLIT-FACE FINISH; MODIFIED FLEMISH BOND, RAKED MORTAR JOINTS PROVIDE 1/4" ALUMINUM EDGE TRIM, BLACK FINISH CMU; PT-3 REF. FOR MODIFIED FLEMISH BOND /2c A04-02 11' - 4" 4' - 0"20' - 0"4' - 0" 11' - 4" 1' - 0" 9' - 4" 1' - 0"10" 18' - 4" 10"1' - 0" 9' - 4" 1' - 0" 50' - 8"20' - 8"3' - 4"24' - 0"BR-1 HEADERS, SMOOTH FINISH; SET 1" PROUD OF TYPICAL FIELD BRICK BR-1 ACCENT, SMOOTH FINISH; STACKED BOND, RAKED MORTAR JOINTS T.O. MASONRY 130'-0" B.O. MASONRY 108'-0"1' - 4"5' - 4"2' - 8"2' - 0"2' - 0"4' - 0"6' - 8"6' - 0"8' - 0"6' - 0" 3' - 4"6' - 0"1' - 4"6' - 0"3' - 4" 8' - 4"3' - 4"8' - 4" TRUSS BRACING, REF. STRUCTURAL; PT-2 DATE JOB ISSUES 9/18/2018 10:24:46 PMA04-11 ELEVATIONS - HALL 05.01.2018 17008.0000 09.18.2018 A04-11ELEVATIONS - HALL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/4" = 1'-0"1 ELEVATION - HALL - NORTH WALL 1/4" = 1'-0"2 ELEVATION - HALL - WEST WALL 1/4" = 1'-0"3 ELEVATION - HALL - DIFFUSE WALL HALL M.P. B.B. 1 1 1 1 1 1 1 1 1 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 A T TS XETEFO SAM AR Y K . H A RT1 86 7 3REGISTERED ARC H I TECT 01-MAIN 100' - 0" 06-FOLLOW SPOT 124' - 8" 00-ORCHESTRA 96' - 10" M 10-HIGH RIDGE 148' - 3" T1 T2 T3 T4 T5 T6 PT-4 SOUND CONTROL CEILING, GB-2 WV-1; DARK STAIN WV-1; MEDIUM STAIN WV-1, LIGHT FINISH ACOUSTICAL REFLECTORS, AWC-2 VIEW HEIGHT GUARDRAIL ACCESS DOOR A07-02 3 A07-02 7 T8KT7T0 05-PROSCENIUM 122' - 0" WV-1; MEDIUM STAIN WV-1; DARK STAIN PT-3 CATWALK STRUCTURE; PT-2 ARCHITECTURAL GRADE PLYWOOD BASE, STAINED TO MATCH WV-1 ABOVE ALUMINUM PROSCENIUM JAMB, PT-2 STEEL PROSCENIUM HEAD BEAM, PT-2 ACOUSTIC CURTAIN POCKET; ALTERNATE #5: OMIT & REPLACE WITH ACOUSTIC BANNERS PT-3 T.O. MASONRY 132'-0" STEEL BRACING, 8'-0" O.C. REF. STRUCTURAL; PT-2 CONNECTOR RAILING, PT-2 CONNECTOR GUARDRAIL, PT-2 AWC-2 STEEL CHANNEL STRINGERS, PT-2 ACCESS LADDER, PT-2 T.O. REAR WV-1 132'-0" T.O. WV-1, TYP. 128'-0" 3' - 6" 3' - 6"3' - 6 1/32" 3' - 5 31/32"3' - 7" 3' - 7"TYP.8' - 0"C3B 01-MAIN 100' - 0" 00-ORCHESTRA 96' - 10" CL22 10 WV-1; LIGHT STAIN PROSCENIUM OPENING PIPE RAILS, REF. THEATRE CATWALK FRAMING, REF. STRUCTURAL; PT-2 PT-3 PROSCENIUM JAMB: BUILT-UP ALUMINUM EXTRUSIONS, BLACK FINISH AWC-2 SOUND CONTROL CEILING, GB-2 FILL SPEAKERS, REF. AV SUBWOOFERS, REF. AV 1' - 0"10' - 0"1' - 0"2' - 0"2' - 0"1' - 0"10' - 0"1' - 0" 05-PROSCENIUM 122' - 0" WV-1; DARK STAIN CONNECTOR 128'-2" T.O. WV-1, TYP. 126'-0" T.O. STEEL 114'-0" THROW WALL REINFORCING, REF. STRUCTURAL ACCESS LADDER, PT-2 CONNECTOR GUARDRAILS, PT-2 CATWALK #1 124'-6" DATE JOB ISSUES 9/18/2018 10:24:59 PMA04-12 ELEVATIONS - HALL 05.01.2018 17008.0000 09.18.2018 A04-12ELEVATIONS - HALL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/4" = 1'-0"1 ELEVATION - HALL - EAST WALL 1/4" = 1'-0"2 ELEVATION - HALL - SOUTH WALL HALL M.P. B.B. 1 1 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 A T TS XETEFO SAM AR Y K . H A RT1 86 7 3REGISTERED ARC H I TECT 01-MAIN100' - 0"07-LOADING GALLERY130' - 0"CL2210STEEL BEAMS, REF. STRUCTURAL; PT-2RIGGING, REF. THEATREPLYWOOD, PT-3GYP. BD., PT-3PACKAGE HOIST UNIT, REF. THEATREPLYWOOD, PT-3STEEL PLATE CATWALK SURFACE, REF. STRUCTURAL24805-PROSCENIUM122' - 0"0"5' - 2"C4135A135BSTEEL BEAM, REF. STRUCTURAL; PT-2PROSCENIUM OPENING 01-MAIN100' - 0"07-LOADING GALLERY130' - 0"CL2210STEEL BEAMS, PT-2; REF. STRUCTURALSTEEL CATWALK CHANNELS & WALK SURFACE, REF. STRUCTURALCMU, PT-3COUNTERWEIGHTS, REF. THEATREGUARDRAIL, PT-224805-PROSCENIUM122' - 0"40"x30" RETURN AIR LOUVER, REF. MECHANICAL88"x16 RETURN AIR LOUVER, REF. MECHANICAL135E135D01-MAIN100' - 0"10-HIGH RIDGE148' - 3"STEEL BRACING, REF. STRUCTURAL; PT-2CMU, PT-2T8T9X05-PROSCENIUM122' - 0"135C01-MAIN100' - 0"07-LOADING GALLERY130' - 0"10-HIGH RIDGE148' - 3"STEEL BEAMS, PT-2; REF. STRUCTURALRIGGING, REF. THEATRECATWALK HANGAR, PT-2; REF. STRUCTURALCMU, PT-3CATWALK CHANNEL, PT-2; REF. STRUCTURALGUARDRAIL, PT-2T8T905-PROSCENIUM122' - 0"DATEJOBISSUES9/18/2018 10:25:07 PMA04-13ELEVATIONS - STAGE05.01.201817008.000009.18.2018A04-13ELEVATIONS - STAGE2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - STAGE - NORTH WALL 1/4" = 1'-0"2ELEVATION - STAGE - SOUTH WALL 1/4" = 1'-0"3ELEVATION - STAGE - EAST WALL 1/4" = 1'-0"4ELEVATION - STAGE - WEST WALLHALLM.P.B.B.11111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"04-BB CATWALK118' - 0"3' - 0"7' - 4"8"17' - 4"STC-45 RATED OPERABLE GLAZING ASSEMBLYCMU BEYOND, PT-24" DUCT LINER MECHANICALLY FASTENED TO CMU & UNDERSIDE OF DECKF.R.T. PLYWOOD ON MTL. STUD ASSEMBLY, PT-2METAL STUD PARTITION W/ ACOUSTICAL INSULATION & 1/16" PERFORATED ALUMINUM SHEET FINISHROOF TRUSS, REF. STRUCTURAL; PT-2A08-101WB-1BB-2BB-1150B151B2' - 8"4' - 0"6' - 4"3' - 4"6' - 4"4' - 0"4' - 0"4' - 0"6' - 4"3' - 4"6' - 4"4' - 0"2' - 8"9' - 4"8' - 0"8"2' - 8"2' - 8"12' - 0"01-MAIN100' - 0"04-BB CATWALK118' - 0"F.R.T. PLYWOOD ON MTL. STUD ASSEMBLY; PT-2METAL STUD PARTITION W/ ACOUSTICAL INSULATION & 1/16" PERFORATED ALUMINUM SHEET FINISH17' - 4" 8" 7' - 4" 3' - 0"CMU BEYOND, PT-34" DUCT LINER MECHANICALLY FASTENED TO CMU & UNDERSIDE OF DECKROOF TRUSS, REF. STRUCTURAL; PT-2F.R.T. PLYWOOD ON MTL. STUD ASSEMBLY; PT-2WB-1RETURN AIR LOUVER, REF. MECHANICALBB-2BB-1RETURN AIR LOUVER, REF. MECHANICAL3' - 4" 3' - 4"1' - 4" 6' - 8" 5' - 4"30' - 8"5' - 4" 6' - 8" 1' - 4"152B153BBBC8' - 0" 4' - 8" 2' - 0" 3' - 4"57' - 4"11' - 4" 1' - 4" 2' - 0"3' - 4"3' - 4"3' - 4" 4' - 8"7' - 2"01-MAIN100' - 0"03-TECHNICAL112' - 0"04-BB CATWALK118' - 0"3' - 0"7' - 3"8"17' - 4"F.R.T. PLYWOOD ON MTL. STUD ASSEMBLY; PT-2METAL STUD PARTITION W/ ACOUSTICAL INSULATION & 1/16" PERFORATED ALUMINUM SHEET FINISHCMU, PT-34" DUCT LINER MECHANICALLY FASTENED TO CMU & UNDERSIDE OF DECKHSS BEAMS, REF. STRUCTURAL; PT-2WB-1BB-CBB-A51' - 4"3' - 8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 8"01-MAIN100' - 0"03-TECHNICAL112' - 0"04-BB CATWALK118' - 0"3' - 0"7' - 4"8"17' - 4"F.R.T. PLYWOOD ON MTL. STUD ASSEMBLY; PT-2METAL STUD PARTITION W/ ACOUSTICAL INSULATION & 1/16" PERFORATED ALUMINUM SHEET FINISHCMU BEYOND, PT-34" DUCT LINER MECHANICALLY FASTENED TO CMU & UNDERSIDE OF DECKHSS BEAMS, REF. STRUCTURAL; PT-2WB-1BB-CBB-A51' - 4"3' - 8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 8"DATEJOBISSUES9/18/2018 10:25:14 PMA04-14ELEVATIONS - BLACKBOX05.01.201817008.000009.18.2018A04-14ELEVATIONS - BLACK BOX2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - BLACK BOX - NORTH WALL 1/4" = 1'-0"2ELEVATION - BLACK BOX - SOUTH WALL 1/4" = 1'-0"3ELEVATION - BLACK BOX - EAST WALL 1/4" = 1'-0"4ELEVATION - BLACK BOX - WEST WALLHALLM.P.B.B.1111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"GDBHFCA9' - 4"1' - 6"CW-1, REF. CURTAIN WALL ELEVATIONSCJGALLERY DISPLAY RAIL SYSTEMPT-1WB-1 & MOULDING TO MATCH CW-101-MAIN100' - 0"08-LOW PARAPET130' - 11"34' - 6"HM-1HM-15' - 4"6' - 8"1' - 4"2' - 0"8' - 8"24' - 0"STEEL BEAM, PT-2; REF. STRUCTURALSTEEL COLUMN, PT-2; REF. STRUCTURALPT-1111B111CWB-1 & MOULDING TO MATCH CW-1642354' - 10" 6' - 2" 6' - 0"3" 3"6' - 0" 6' - 2" 4' - 10"01-MAIN100' - 0"08-LOW PARAPET130' - 11"GDBHFCACW-1, REF. CURTAIN WALL ELEVATIONSGALLERY DISPLAY RAIL SYSTEMPT-1CJ1' - 4"10' - 8"1' - 6" 9' - 4"PROJECTOR, REF. AVWB-1 & MOULDING TO MATCH CW-1WB-1 & MOULDING TO MATCH CW-1FIRE EXTINGUISHER CABINETA07-101301-MAIN100' - 0"08-LOW PARAPET130' - 11"CW-1, REF. CURTAIN WALL ELEVATIONSSTEEL COLUMN, REF. STRUCTURALWB-1 & MOULDING TO MATCH CW-164235FURR DOWN, REF. RCPDATEJOBISSUES9/18/2018 10:25:19 PMA04-15ELEVATIONS -MULTIPURPOSE05.01.201817008.000009.18.2018A04-15ELEVATIONS - MULTIPURPOSE2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - MULTIPURPOSE WEST 1/4" = 1'-0"3ELEVATION - MULTIPURPOSE ENTRANCE 1/4" = 1'-0"2ELEVATION - MULTIPURPOSE EAST 1/4" = 1'-0"4ELEVATION - MULTIPURPOSE NORTHHALLM.P.B.B.1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"WGC-1CATWALK AND GUARDRAIL; PT-2WG-1CL10' - 0"GALLERY DISPLAY RAIL SYSTEMGALLERY DISPLAY RAIL SYSTEMGALLERY DISPLAY RAIL SYSTEMGALLERY DISPLAY RAIL SYSTEMCONCESSION103PREFUNCTION102LOBBY100PREFUNCTION101LOBBY110A07-106PT-1PT-1PT-1PLENUMCATWALK AND GUARDRAIL; PT-2GB-1LINEAR DIFFUSERS, REF. MECHANICALA07-109A07-109WB-1 & MOULDING TO MATCH CW-135323028252034242629BB-2BB-1211164212718351418151A01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"J04-BB CATWALK118' - 0"WNCATWALK200ACORRIDOR146CMU, PT-1STEEL CATWALK, PT-2PLENUM PT-1WB-1WB-1YKBB-CBB-ABB-BXT0SSTAGING147CORRIDOR148204150A200C160A01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"JMNCATWALK200AT5T6CORRIDOR146STEEL CATWALK,PT-2PLENUMPT-1CMU, PT-1PT-1WB-1WB-1RETURN AIR LOUVER, REF. MECHANICALYT8T9KXT7T0SQWB-1STAGING147CORRIDOR148203200A136A136135C01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"JMNCATWALK200BSTEEL CATWALK, PT-2PLENUMPT-1CMU; PT-1PT-1WB-1WB-1WB-1RETURN AIR LOUVER, REF. MECHANICALYT8T9KXT7SQ201C200B137A137138ACORRIDOR13001-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"JTRNLCATWALK200BSTEEL CATWALK,PT-2PLENUMPT-1PT-1PT-1PT-1WB-1FIRE EXTINGUISHER CABINETWB-1HM-1YT9KXT0Q250122120A11411611522' - 0"DATEJOBISSUES9/18/2018 10:25:31 PMA04-16ELEVATIONS - LOBBY05.01.201817008.000009.18.2018A04-16ELEVATIONS - LOBBY2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1INTERIOR ELEVATION - LOBBY 1/8" = 1'-0"2EAST CORRIDOR - EAST 1/8" = 1'-0"3EAST CORRIDOR - WEST 1/8" = 1'-0"4WEST CORRIDOR - EAST 1/8" = 1'-0"5WEST CORRIDOR - WESTHALLM.P.B.B.1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T CLACOUSTICAL CURTAIN POCKETS; ALTERNATE #5: OMIT CURTAIN POCKETS & PROVIDE BANNERS SIM, TO CATWALKS 3, 4, 5FIXED GUARDRAIL; BALUSTERS AS REQUIREDHSS HANGARSSTRUCTURAL STEEL STRINGERSACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURALDOWNLIGHTS MOUNTED TO HSS HANGARS 1418GB-1 BETWEEN CONNECTOR STRINGERS, PT-3CATWALK CONNECTORCONNECTOR GUARDRAIL28' - 2"4' - 2"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 2"4" 1' - 2"1' - 0"1' - 0"ACOUSTIC CURTAIN TRACK26' - 8"4A07-00CL1418ADJUSTABLE PIPE RAILSPIPE HANGARSSTRUCTURAL STEEL STRINGERSACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURALCONNECTOR GUARDRAILCATWALK CONNECTORGB-1 BETWEEN CONNECTOR STRINGERS, PT-3FIXED PIPE RAIL28' - 2"26' - 8"1' - 0"1' - 0"1' - 2"4"6' - 6"ACCESS LADDER3' - 9 1/4" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 3' - 9 1/4"4A07-00CLFIXED GUARDRAIL; BALUSTERS AS REQUIREDHSS HANGARSSTRUCTURAL STEEL STRINGERSACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURALDOWNLIGHTS MOUNTED TO HSS HANGARS 14185A07-00ACOUSTIC BANNERS HUNG ABOVE CATWALK4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4" 1' - 2"1' - 0"1' - 0"28' - 2"SLOPED GB-1 CEILINGCONNECTOR RAILINGA07-108CLADJUSTABLE PIPE RAILSPIPE HANGARSSTRUCTURAL STEEL STRINGERSACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURAL141828' - 2"1' - 0"1' - 0"1' - 2"4"CONNECTOR GUARDRAILCATWALK CONNECTOR5A07-00GB-1 BETWEEN CONNECTOR STRINGERS, PT-3FIXED PIPE RAIL6' - 6"5' - 4"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"5' - 4"CL2210ACOUSTICAL REFLECTORS, AWC-2141805-PROSCENIUM122' - 0"ADJUSTABLE PIPE RAILSPIPE HANGARSSTRUCTURAL STEEL STRINGERSROOF FRAMING, REF. STRUCTURALGB-1 BETWEEN CONNECTOR STRINGERS, PT-3CATWALK CONNECTORCONNECTOR GUARDRAILACCESS LADDER1' - 0"1' - 0"1' - 2"4"6' - 6"FIXED PIPE RAIL1' - 11"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"1' - 11"28' - 2"24' - 6"3A07-00CL2210FIXED GUARDRAIL; BALUSTERS AS REQUIREDSTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURAL141805-PROSCENIUM122' - 0"4' - 9"1' - 8"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"1' - 9"4' - 9"4"1' - 2"1' - 0"1' - 0"ACOUSTICAL CURTAIN POCKETS; ALTERNATE #5: OMIT CURTAIN POCKETS & PROVIDE BANNERS SIM. TO CATWALKS 3, 4, 5ACOUSTIC CURTAIN TRACK4"1' - 2"1' - 0"1' - 0"28' - 2"24' - 6"GB-1 BETWEEN CONNECTOR STRINGERS, PT-3CATWALK CONNECTORCONNECTOR GUARDRAIL3A07-00CL1418CONNECTOR RAILINGSTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURALFIXED GUARDRAIL; BALUSTERS AS REQUIREDSLOPED GB-1 CEILINGA07-108CATWALK CONNECTOR3' - 7" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 7"1' - 0"1' - 0"1' - 2"4"28' - 2"6A07-00CLDOWNLIGHTS MOUNTED TO HSS HANGARS14186A07-00ACOUSTIC BANNERS HUNG ABOVE CATWALKCONNECTOR GUARDRAILSTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURALFIXED GUARDRAIL, BALUSTERS AS REQUIREDSLOPED GB-1 CEILINGCATWALK CONNECTOR2' - 11"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 0"28' - 2"4"1' - 2"1' - 0"1' - 0"DATEJOBISSUES9/18/2018 10:25:42 PMA04-21ELEVATIONS - HALLCATWALKS05.01.201817008.000009.18.2018A04-21ELEVATIONS - HALL CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"4ELEVATION - CATWALK #2 - NORTH 1/4" = 1'-0"3ELEVATION - CATWALK #2 - SOUTH 1/4" = 1'-0"6ELEVATION - CATWALK #3 - NORTH 1/4" = 1'-0"5ELEVATION - CATWALK #3 - SOUTH 1/4" = 1'-0"1ELEVATION - CATWALK #1 - SOUTH 1/4" = 1'-0"2ELEVATION - CATWALK #1 - NORTHHALLM.P.B.B.NOTE: ALL EXPOSED METAL TO BE PAINTED, PT-2; ALL EXPOSED PLYWOOD TO BE PAINTED, PT-3111111111111111 1/4" = 1'-0"7ELEVATION - CATWALK #4 SOUTH 1/4" = 1'-0"8ELEVATION - CATWALK #4 NORTH11111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T CL7A07-00STRUCTURAL STEEL STRINGERPIPE HANGARS, REF. STRUCTURALACOUSTICAL REFLECTORS, AWC-2ROOF FRAMING, REF. STRUCTURALFIXED GUARDRAIL, BALUSTERS AS REQUIREDCONNECTOR GUARDRAILCATWALK CONNECTOR GB-1 BETWEEN CONNECTOR STRINGERS, PT-31' - 7" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 7"1' - 0"1' - 0"1' - 2"4"28' - 2"CLDOWNLIGHTS MOUNTED TO HSS HANGARSACOUSTIC BANNERS HUNG ABOVE CATWALKSTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERACOUSTICAL REFLECTORS, AWC-2ROOF TRUSS, REF. STRUCTURALFIXED GUARDRAIL, BALUSTERS AS REQUIRED7A07-004' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"4"1' - 2"1' - 0"1' - 0"28' - 2"DATEJOBISSUES9/18/2018 10:25:46 PMA04-21BELEVATIONS - HALLCATWALKS09.18.201817008.000009.18.2018A04-21BELEVATIONS - HALL CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B. 1/4" = 1'-0"1ELEVATION - CATWALK #5 SOUTH 1/4" = 1'-0"2ELEVATION - CATWALK #5 NORTHNOTE: ALL EXPOSED METAL TO BE PAINTED, PT-2; ALL EXPOSED PLYWOOD TO BE PAINTED, PT-31REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 08-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ROOF TRUSSES, REF. STRUCTURALADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERS30BB-2BB-1FIXED PIPE RAIL2A07-003' - 9" 3' - 3" 3' - 0" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 0" 3' - 3" 3' - 9"57' - 4"08-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ROOF TRUSSES, REF. STRUCTURALADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERS30BB-2BB-13' - 9" 3' - 3" 3' - 0" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 0" 3' - 3" 3' - 9"FIXED PIPE RAIL57' - 4"1A07-0008-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ROOF TRUSSES, REF. STRUCTURALADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERS30BB-2BB-13' - 9"3' - 3"3' - 0"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 0"3' - 3"3' - 9"57' - 4"FIXED PIPE RAIL1A07-0008-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ROOF TRUSSES, REF. STRUCTURALADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERS30BB-2BB-11A07-003' - 9" 3' - 3" 3' - 0" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 0" 3' - 3" 3' - 9"57' - 4"FIXED PIPE RAIL08-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ROOF TRUSSES, REF. STRUCTURALADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERS30BB-2BB-11A07-003' - 8 7/8"3' - 3 1/8"3' - 0"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 0"3' - 3"3' - 9"57' - 4"FIXED PIPE RAIL08-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ROOF TRUSSES, REF. STRUCTURALADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERS30BB-2BB-12A07-003' - 9"3' - 3"3' - 0"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 1"3' - 2"3' - 1"3' - 0"3' - 3"3' - 9"57' - 4"FIXED PIPE RAILDATEJOBISSUES9/18/2018 10:25:53 PMA04-22ELEVATIONS - BLACKBOX CATWALKS05.01.201817008.000009.18.2018A04-22ELEVATIONS - BLACK BOX CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - BB CATWALK #1 - NORTH 1/4" = 1'-0"2ELEVATION - BB CATWALK #2 - NORTH 1/4" = 1'-0"3ELEVATION - BB CATWALK #2 - SOUTH 1/4" = 1'-0"4ELEVATION - BB CATWALK #3 - NORTH 1/4" = 1'-0"5ELEVATION - BB CATWALK #3 - SOUTH 1/4" = 1'-0"6ELEVATION - BB CATWALK #4 & GALLERY - SOUTHHALLM.P.B.B.111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 08-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSBB-CBB-ABB-BFIXED PIPE RAIL3' - 7" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 2" 3' - 9" 3' - 11"51' - 4"2A07-0008-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSBB-CBB-ABB-B3' - 7" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 2" 3' - 9" 3' - 11"51' - 4"FIXED PIPE RAIL2A07-0008-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSBB-CBB-ABB-B3' - 11" 3' - 9" 3' - 2" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 1" 3' - 7"51' - 4"FIXED PIPE RAIL2A07-0008-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSBB-CBB-ABB-B3' - 7" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 2" 3' - 9" 3' - 11"FIXED PIPE RAIL51' - 4"2A07-0008-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSBB-CBB-ABB-B3' - 11" 3' - 9" 3' - 2" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 1" 3' - 7"51' - 4"FIXED PIPE RAIL2A07-0008-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"ADJUSTABLE PIPE RAILS, REF. THEATRESTRUCTURAL STEEL HANGARSSTRUCTURAL STEEL STRINGERSBB-CBB-ABB-B3' - 11" 3' - 9" 3' - 2" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 1" 3' - 7"51' - 4"FIXED PIPE RAIL2A07-00DATEJOBISSUES9/18/2018 10:26:01 PMA04-23ELEVATIONS - BLACKBOX CATWALKS05.01.201817008.000009.18.2018A04-23ELEVATIONS - BLACK BOX CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - BB CATWALK A - EAST 1/4" = 1'-0"2ELEVATION - BB CATWALK B - EAST 1/4" = 1'-0"3ELEVATION - BB CATWALK B - WEST 1/4" = 1'-0"4ELEVATION - BB CATWALK C - EAST 1/4" = 1'-0"5ELEVATION - BB CATWALK C - WEST 1/4" = 1'-0"6ELEVATION - BB CATWALK D - WESTHALLM.P.B.B.111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"07-LOADING GALLERY130' - 0"FIXED GUARDRAILSTEEL HANGARS, REF. STRUCTURALSTEEL GIRDER, REF. STRUCTURALLOFT BLOCK, REF. THEATRET8T905-PROSCENIUM122' - 0"1' - 0"1' - 0"6"1' - 0"01-MAIN100' - 0"07-LOADING GALLERY130' - 0"FIXED GUARDRAILSTEEL HANGARS, REF. STRUCTURALSTEEL GIRDER, REF. STRUCTURALT8T905-PROSCENIUM122' - 0"1' - 0"1' - 0"6"1' - 0"DATEJOBISSUES9/18/2018 10:26:06 PMA04-24ELEVATIONS - STAGECATWALKS05.01.201817008.000009.18.2018A04-24ELEVATIONS - STAGE CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - LOADING GALLERY - EAST 1/4" = 1'-0"2ELEVATION - LOADING GALLERY - WESTHALLM.P.B.B.1STAGE CATWALKS REMOVED FROM PROJECT1111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"METAL TRIM CAPPT-13' - 6" 3' - 0" 3' - 0" 3' - 6"01-MAIN100' - 0"01-MAIN100' - 0"OUTLINE OF TOILET PARTITIONPT-1METAL TRIM01-MAIN100' - 0"OUTLINE OF TOILET PARTITIONPT-101-MAIN100' - 0"METAL TRIM CAPPT-101-MAIN100' - 0"METAL TRIM CAPPT-101-MAIN100' - 0"01-MAIN100' - 0"OUTLINE OF TOILET PARTITIONPT-1METAL TRIM01-MAIN100' - 0"OUTLINE OF TOILET PARTITIONPT-101-MAIN100' - 0"METAL TRIM CAPPT-13' - 0" 3' - 0"01-MAIN100' - 0"2"3' - 0"4"2' - 6"CONTINUOUS ELECTRIC PLUG STRIPPT-1SS-1 COUNTER CLEQ EQ4' - 0" 4' - 0" 4' - 0" 4' - 0"MAKEUP MIRROR LIGHTS WITH LAMP HOLDERS 12" O.C. WITH OPEN END WIRE GUARD; FIXTURE TO BE COLE LIGHTING VS-12"-WG; PROVIDE WITH GREEN CREATIVE A19 9W DIM.;01-MAIN100' - 0"PT-101-MAIN100' - 0"2' - 6" 4" 3' - 0" 2"CONTINUOUS ELECTRIC PLUG STRIPPT-1SS-1 COUNTER CLEQ EQ4' - 0" 4' - 0" 4' - 0" 4' - 0"MAKEUP MIRROR LIGHTS WITH LAMP HOLDERS 12" O.C. WITH OPEN END WIRE GUARD; FIXTURE TO BE COLE LIGHTING VS-12"-WG; PROVIDE WITH GREEN CREATIVE A19 9W DIM.;01-MAIN100' - 0"PT-101-MAIN100' - 0"2' - 6" 4" 3' - 0" 2"CONTINUOUS ELECTRIC PLUG STRIPPT-1SS-1 COUNTER 3' - 0" 3' - 0" 3' - 0" 3' - 0"MAKEUP MIRROR LIGHTS WITH LAMP HOLDERS 12" O.C. WITH OPEN END WIRE GUARD; FIXTURE TO BE COLE LIGHTING VS-12"-WG; PROVIDE WITH GREEN CREATIVE A19 9W DIM.;EQEQ01-MAIN100' - 0"PT-101-MAIN100' - 0"DATEJOBISSUES9/18/2018 10:26:20 PMA04-30ELEVATIONS -RESTROOM & DRESSING05.01.201817008.000009.18.2018A04-30ELEVATIONS - RESTROOM & DRESSING2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/4" = 1'-0"1ELEVATION - WOMENS RR - EAST 1/4" = 1'-0"3ELEVATION - WOMENS RR - LAV. NORTH 1/4" = 1'-0"4ELEVATION - WOMENS RR - NORTH 1/4" = 1'-0"5ELEVATION - WOMENS RR - SOUTH 1/4" = 1'-0"2ELEVATION - WOMENS RR - WEST 1/4" = 1'-0"7ELEVATION - MENS RR - EAST 1/4" = 1'-0"8ELEVATION - MENS RR - LAV. NORTH 1/4" = 1'-0"9ELEVATION - MENS RR - NORTH 1/4" = 1'-0"10ELEVATION - MENS RR - SOUTH 1/4" = 1'-0"6ELEVATION - MENS RR - WEST 1/4" = 1'-0"14ELEVATION - BB DRESSING - VANITY 1/4" = 1'-0"15ELEVATION - BB RR - VANITY 1/4" = 1'-0"16ELEVATION - HALL DRESSING - VANITY 1/4" = 1'-0"17ELEVATION - HALL RR - VANITY 1/4" = 1'-0"11ELEVATION - LOUNGE DRESSING - VANITY 1/4" = 1'-0"13ELEVATION - LOUNGE RESTROOM - EAST 1/4" = 1'-0"12ELEVATION - LOUNGE RESTROOM - SOUTHHALLM.P.B.B.111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"06-FOLLOW SPOT124' - 8"GJH00-ORCHESTRA96' - 10"10' - 4"ACOUSTICAL REFLECTORS, AWC-2HOLLOW METAL GLAZING ASSEMBLYCURTAIN WALL OUTRIGGER CANOPYROOF TRUSS REF. STRUCT.MA05-151LOBBY100VEST100ATICKET107CONTROL202STAGE135APRON134EQUIPMENTPLATFORM251TOILET144CORRIDOR138TOILET142TYPE 'C' ROOF10-HIGH RIDGE148' - 3"STC 45 RATED GLAZING ASSEMBLY(CONTROL ROOM OPERABLE)CATWALK ACCESS DOORA05-111A05-101TICKET COUNTER; STAINED FINISH GRADE PLYWOOD WITH SOLID SURFACE COUNTERTOPFOLLOW SPOT204SMOKE EVAC HATCHT1T2T3T4T5T600-UNDERFLOOR93' - 2"WOOD SLAT CEILING, WGC-1TYPE 'A' ROOFTYPE 'C' ROOF30' - 11"48' - 3"YZT8T9KXT7T005-PROSCENIUM122' - 0"QHALL131CATWALK #5CATWALK #4CATWALK #3CATWALK #2CATWALK #1UNDERFLOORMECHANICAL000WV-101-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"GDBJHFCATYPE 'A' ROOFCAST STONE VENEER, CS-1TRNLMULTI-PURPOSE111ALCOVE112WRR113EQUIPMENTPLATFORM250VANITY124STUDIO120STAGINGKITCHEN116ELECTRICAL11710-HIGH RIDGE148' - 3"CURTAIN WALL SYSTEM, CW-1A05-162A05-101STRONG POINTS & LIGHTING GRIDLOBBY11032' - 11"48' - 3"YZT8T9KX01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"GJM07-LOADING GALLERY130' - 0"10-HIGH RIDGE148' - 3"T3T4T5T6STAGE135CORRIDOR138LOADING GALLERYPREFUNCTION101MECH CHASE210C00-UNDERFLOOR93' - 2"30' - 11"48' - 3"YZT8T9KXT7T005-PROSCENIUM122' - 0"QTECH. STAIR137STORAGE137AHALL131SLL132CORRIDOR130AMP201BSLL201STOR145UNDERFLOORMECHANICAL000HALL SUPPLY AIR DUCT ROUTEHALL RETURN AIR LOUVERDATEJOBISSUES9/18/2018 10:26:44 PMA05-01BUILDING SECTIONS05.01.201817008.000009.18.2018A05-01BUILDING SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"3HALL CENTER - NORTH/SOUTH 1/8" = 1'-0"1WEST WING - NORTH/SOUTH 1/8" = 1'-0"2HALL WEST - NORTH/SOUTHHALLM.P.B.B.1 2 31 2 311111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"GJMWN10-HIGH RIDGE148' - 3"T5T6STAGE135SLL133CORRIDOR138PREFUNCTION102MECH CHASE210D30' - 11"YZT8T9KXT7T0QCORRIDOR148SLL203DIMMER203BHALL131UNDERFLOORMECHANICAL000STORAGE136ATECH. STAIR136STORAGE140BA07-1012ACCESS LADDERACCESS PANEL, STC 51ACCESS000A01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"GJCATWALK TYPE 'B' ROOFWOOD GRILLE CEILING, WGC-104-BB CATWALK118' - 0"WPREFUNCTION102CONTROL205STOR104BLACK BOX149CURTAIN WALL SYSTEM, CW-1A05-152A05-145B.B. CATWALKTYPE 'A' ROOFTYPE 'A' ROOFYT8T9KBB-CBB-ABB-BXT7T0SQTOILET155STORAGE158ACORRIDOR148SHOP160DATEJOBISSUES9/18/2018 10:26:53 PMA05-02BUILDING SECTIONS05.01.201817008.000009.18.2018A05-02BUILDING SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1HALL EAST - NORTH/SOUTH 1/8" = 1'-0"2BLACK BOX - NORTH/SOUTHHALLM.P.B.B.1111REVISIONS1 09.18.2018 CHANGE ORDER 011 21 2ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"00-ORCHESTRA96' - 10"10-HIGH RIDGE148' - 3"CL1319DRESSING141TOILET142DRESSING143STORAGE139PIANO140STOR145EQUIPMENTPLATFORM2513034233127642935141826.9STORAGE140BTYPE 'A' ROOFCW-2EQUIPMENT PLATFORM ACCESS01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"00-ORCHESTRA96' - 10"10-HIGH RIDGE148' - 3"CLCORRIDOR138CORRIDOR1463034243127642835141805-PROSCENIUM122' - 0"26.9CORRIDOR130RETURN AIR LOUVER, REF. MECHANICALCW-2CW-201-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"STAGE13510-HIGH RIDGE148' - 3"CLA05-131LOADING GALLERYTYPE 'A' ROOFGYP. PARTITION PROSCENIUM HEADTYPE 'C' ROOFTYPE 'A' ROOF221000-UNDERFLOOR93' - 2"3230203424293127BB-2BB-1642121835141805-PROSCENIUM122' - 0"26.9STAGING147SHOP160OFFICE162GREENROOM164EQUIPMENTPLATFORM252CORRIDOR130STAGINGKITCHEN116STORAGE119STORAGE121LOFT BEAMS, REF. STRUCTURALDATEJOBISSUES9/18/2018 10:27:03 PMA05-03BUILDING SECTIONS05.01.201817008.000009.18.2018A05-03BUILDING SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1BACK OF HOUSE - EAST/WEST 1/8" = 1'-0"2HALL CORRIDOR - EAST/WEST 1/8" = 1'-0"3STAGE - EAST/WESTHALLM.P.B.B.1111111111REVISIONS1 09.18.2018 CHANGE ORDER 01321321ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"06-FOLLOW SPOT124' - 8"04-BB CATWALK118' - 0"TYPE 'B' ROOFCLACOUSTICALLY DIFFUSE MASONRY WALLCATWALKSLOUNGE122CATWALK200ABLACK BOX149STC 45 RATED OPERABLE GLAZING ASSEMBLYVANITY124TYPE 'C' ROOFTYPE 'A' ROOFB.B. CATWALK00-UNDERFLOOR93' - 2"35323028252034242629BB-2BB-121116421271835141805-PROSCENIUM122' - 0"26.9TOILET123CORRIDOR130STORAGE137AMECH CHASE210CCATWALK200BUNDERFLOORMECHANICALHALL131STORAGE136AMECH CHASE210DCORRIDOR148TYPE 'B' ROOF01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"06-FOLLOW SPOT124' - 8"TYPE 'B' ROOFSTOR127OFFICE108TICKET107OFFICE106SLL150CATWALK200ACONTROL202LIFT105BSTOR104CONTROL205AMP206SLL151TYPE 'A' ROOFEQUIPMENTPLATFORM250SLL204CLFOLLOW SPOT HOIST BEAM, REF. STRUCTURALFOLLOW SPOT204ALCOVE112ALCOVE126TYPE 'C' ROOFTYPE 'B' ROOF35323028252034242629BB-2BB-1211164212718351418JAN129CORRIDOR130CATWALK200BSLL201SLL203CORRIDOR14801-MAIN100' - 0"08-LOW PARAPET130' - 11"A05-163CLMULTI-PURPOSE11132' - 11"ALTERNATE #2: MASONRY WALLALTERNATE #2: GREEN WALLALTERNATE #2: CONCRETE SEAT WALLALTERNATE #3: GAZEBOSITE LIGHTS, REF. ELECTRICALCW-1TYPE 'A' ROOF3532302825203426292111642127351418DATEJOBISSUES9/18/2018 10:27:32 PMA05-04BUILDING SECTIONS05.01.201817008.000009.18.2018A05-04BUILDING SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1HALL - EAST/WEST 1/8" = 1'-0"2TECHNICAL SPINE - EAST/WEST 1/8" = 1'-0"3MULTIPURPOSE - EAST/WESTHALLM.P.B.B.111111REVISIONS1 09.18.2018 CHANGE ORDER 01321321ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"BRICK LEDGE AT FOUNDATION SLAB, TYP.MODULAR FACE BRICKAIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGENGINEERED METAL PARAPET CAPTYPE 'A' ROOFMTL. STUDS W/ ACOUSTICAL INSULATIONA06-101A06-102MTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHING8"BRACE STUDS TO STEEL GIRT, REF. STRUCTURAL1' - 4 5/8"8 3/8"SHELF ANGLE, REF. STRUCTURALMASONRY ANCHORS @ 16" O.C. VERTICALLYZ126'-8"B.O. ANGLEVARIEST.O. STEELVARIEST.O. GIRT01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"A06-101Sim.A06-102Sim.8"BRICK LEDGE AT FOUNDATION SLAB, TYP.MODULAR FACE BRICKAIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGCATWALK; 1-1/8" F.R.T. PLYWOOD DECKING WITH STEEL STRUCTURE, REF. STRUCTURALMTL. STUDS W/ ACOUSTICAL INSULATIONSTEEL PIPE RAILING; PT-212" FULLY GROUTED CMU; ACOUSTICALLY CRITICAL3-5/8" MTL. STUDS W/ BATT INSULATION @ 16" O.C. WITH F.R.T. PLYWOOD; PT-2TYPE 'B' ROOFAP-12" DUCT LINER, REF. A02-06BBOND BEAMS @ 24" O.C. VERTICALLY, REF. STRUCTURALSPRUNG WOOD FLOORING SYSTEM, WF-1MTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGBLACK BOX149B.B. CATWALKHSS BEAMS, REF. STRUCTURALSHELF ANGLE, REF. STRUCTURALMASONRY ANCHORS @ 16" O.C. VERTICALLYBB-2126'-8"B.O. ANGLEVARIEST.O. CMUVARIEST.O. GIRT3' - 0"11 3/8"1' - 4 5/8"01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"04-BB CATWALK118' - 0"4" 1' - 0 5/8" 11 3/8"BRICK LEDGE AT FOUNDATION SLAB, TYP.MODULAR FACE BRICKAIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGCATWALK; 1-1/8" F.R.T. PLYWOOD DECKING WITH STEEL STRUCTURE, REF. STRUCTURALMTL. STUDS W/ ACOUSTICAL INSULATIONSTEEL PIPE RAILING; PT-212" FULLY GROUTED CMU; ACOUSTICALLY CRITICAL3-5/8" MTL. STUDS W/ BATT INSULATION @ 16" O.C. WITH F.R.T. PLYWOOD; PT-2TYPE 'B' ROOF2" DUCT LINER, REF. A02-06BBOND BEAMS @ 24" O.C. VERTICALLY, REF. STRUCTURALSPRUNG WOOD FLOORING SYSTEM, WF-1MTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGBLACK BOX149B.B. CATWALKHSS BEAMS, REF. STRUCTURALSHELF ANGLE, REF. STRUCTURALMASONRY ANCHORS @ 16" O.C. VERTICALLYA06-101Sim.BB-2126'-8"B.O. ANGLEVARIEST.O. CMU3' - 0"A06-102Sim.01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"BRICK LEDGE AT FOUNDATION SLAB, TYP.MODULAR FACE BRICKAIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGMTL. STUDS W/ BATT INSULATIONTYPE 'A' ROOFENGINEERED METAL PARAPET CAPMTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGBRACE STUDS TO STEEL GIRT, REF. STRUCTURALGYP. BOARD, PT-1SHELF ANGLE, REF. STRUCTURALMASONRY ANCHORS @ 16" O.C. VERTICALLYA06-101Sim.Z126'-8"B.O. ANGLEVARIEST.O. STEELVARIEST.O. GIRTA06-102Sim.4" 1' - 0 5/8" 8 3/8"01-MAIN100' - 0"08-LOW PARAPET130' - 11"8 3/8"1' - 4 5/8"BRICK LEDGE AT FOUNDATION SLAB, TYP.MODULAR FACE BRICKAIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGMTL. STUDS W/ ACOUSTICAL INSULATIONTYPE 'B' ROOFMTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGBRACE STUDS TO STEEL GIRT, REF. STRUCTURALSLL1538"SHELF ANGLE, REF. STRUCTURALMASONRY ANCHORS @ 16" O.C. VERTICALLY34126'-8"B.O. ANGLEVARIEST.O. STEELVARIEST.O. GIRTSTEEL STRUCTURE BEYONDA06-102Sim.A06-101Sim.DATEJOBISSUES9/18/2018 10:27:40 PMA05-10WALL SECTIONS -TYPICAL EXTERIOR05.01.201817008.000009.18.2018A05-10WALL SECTIONS - TYPICAL EXTERIOR2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1SECTION - EXTERIOR TYPICAL 1/2" = 1'-0"3SECTION - BLACK BOX EXTERIOR TYP. 1/2" = 1'-0"4SECTION - BLACK BOX EXTERIOR RECESS 1/2" = 1'-0"2SECTION - EXTERIOR RECESS 1/2" = 1'-0"5SECTION - EDGE OF COMPOSITE DECKHALLM.P.B.B.111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"03-TECHNICAL112' - 0"08-LOW PARAPET130' - 11"06-FOLLOW SPOT124' - 8"09-HIGH ROOF137' - 6"J2A05-04MA07-021A07-022STC 45 RATED GLAZING ASSEMBLYSTC 45 RATED GLAZING ASSEMBLY WITH (2) 48" OPERABLE LITESSTC 45 RATED GLAZING ASSEMBLY WITH PROJECTOR GLASSCONTROL202TICKET107LOBBY100TICKET COUNTER WITH SOLID SURFACE COUNTERTOPVIEW-HEIGHT RAILINGAISLE RAILINGSOUND CONTROL CEILING, GB-2TYPE 'C' ROOFACOUSTICAL WALL GRILLESGRILLE CEILING, WGC-1CS-1R-7.5 MIN. RIGID INSULATION1" AIR GAPFULLY GROUTED 12" CMUCONCRETE CURB, REF. STRUCTURALCOMPOSITE DECK FLOOR ASSEMBLY, REF. STRUCTURALFOLLOW SPOT204ACOUSTICAL CEILING, ACT-1HOUSING FOR PROJECTOR, REF. A/VACOUSTICALLY DIFFUSE MASONRYT1T2REF. MECHANICAL FOR UNDERFLOOR AIR DISTRIBUTION00-UNDERFLOOR93' - 2"CS-1 SILLA06-1010FOUNDATION DRAINACT-1 CEILINGGB-12" DUCT LINERF3-DAAP-1 BEYONDCOMPOSITE DECK FLOOR ASSEMBLY, REF. STRUCTURAL12" FULLY GROUTED CMU, REF. STRUCTURAL; ACOUSTICALLY CRITICALHORIZONTAL REINFORCING COURSE, REF. STRUCTURALWF-3SLAB ON GRADE, REF. STRUCTURALAISLE STEPCMU STARTER COURSE30' - 8"AP-1FIRE EXTINGUISHER CABINETELEVATED CONCRETE SLAB, REF. STRUCTURALKT005-PROSCENIUM122' - 0"CATWALK #5CATWALK #4HALL131UNDERFLOORMECHANICAL000T.O. BRICK132'-0"CATWALK128'-2"A07-007A07-0061' - 4"5' - 4"2' - 8"2' - 0"2' - 0"4' - 0"6' - 8"8' - 0"6' - 10"TYP.1' - 0"6"6"TYP.3' - 1"CONCRETE FRAMING, REF. STRUCTURALC.I.P. FOUNDATION WALL, REF. STRUCTURALC.I.P. WALL, REF. STRUCTURALE3-DAB6-FAE3-DAACOUSTIC BANNER MOUNTED TO BENT PLATE AT TOP CHORD OF TRUSS, REF. STRUCTURAL204106H12-DA11' - 7 3/4"11' - 5"11' - 0"4' - 4"UNDERSLAB VAPOR RETARDER SELECT FILL, REF. GEOTECHNICALVOID FORM & SOIL RETAINERS, REF. STRUCTURALDATEJOBISSUES9/18/2018 10:27:46 PMA05-11WALL SECTIONS - HALLNORTH/SOUTH05.01.201817008.000009.18.2018A05-11WALL SECTIONS - HALL NORTH/SOUTH2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1SECTION - PARTERREHALLM.P.B.B.11111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"00-ORCHESTRA96' - 10"1A05-0410-HIGH RIDGE148' - 3"STAGE135APRON134SOUND CONTROL CEILING, GB-2TYPE 'C' ROOFROOF TRUSSES, REF. STRUCTURALSTAGE FLOORING, WD-1T3T4T5T6REF. MECHANICAL FOR UNDERFLOOR AIR DISTRIBUTIONACOUSTICAL CURTAIN POCKET; HSS 2x2 FRAMING, CLAD INTERIOR WITH 3/4" PLYWOOD; PT-2ALTERNATE #5: OMIT CURTAIN PICKETS, PROVIDE ACOUSTIC BANNERS SIM. TO CATWALKS 3, 4, 500-UNDERFLOOR93' - 2"A06-1010A07-037FOUNDATION DRAINSUBSOIL DRAINAGE SYSTEM, REF. PLUMBINGT8T705-PROSCENIUM122' - 0"QA07-003A07-004ACOUSTIC BANNER MOUNTED TO BENT PLATE AT TOP CHORD OF TRUSS, REF. STRUCTURALACOUSTICAL CURTAIN TRACKALTERNATE #5: OMIT A07-005CATWALK #3CATWALK #2CATWALK #1HALL131UNDERFLOORMECHANICAL000RAKED ORCHESTRA SEATING SLABCATWALK128'-2"CATWALK126'-8"CATWALK124'-6"T.O. STEEL127'-2"BLACK EXTRUDED ALUMINUM PLATE JAMB BEYOND; ALIGN JOINTS WITH WV-1 THROW WALL PANEL REVEALSLOFT BEAM, REF. STRUCTURALF6-DAF6-DAF3-DA4' - 2 13/16"8' - 7 3/16" 1' - 0" 4' - 4"9' - 8"6' - 3"STAGE135TYP.6' - 0"DATEJOBISSUES9/18/2018 10:27:51 PMA05-12WALL SECTIONS - HALLNORTH/SOUTH05.01.201817008.000009.18.2018A05-12WALL SECTIONS - HALL NORTH/SOUTH2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1SECTION - PROSCENIUMHALLM.P.B.B.11111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"07-LOADING GALLERY130' - 0"10-HIGH RIDGE148' - 3"FULLY GROUTED 12" CMU, ACOUSTICALLY CRITICALTYPE 'C' ROOFSOUND CONTROL CEILING; GB-2A06-108STAGE135LOAD BLOCKS, REF. STRUCTURAL & THEATRICALSTEEL CATWALK SURFACELOADING GALLERYTYPE 'A' ROOFWEATHER BARRIERR-7.5 CONTINUOUS INSULATION CS-1STEEL RAILING @ COUNTERWEIGHTS, PT-2; REF. THEATREFULLY GROUTED 12" CMU, ACOUSTICALLY CRITICAL1" AIR GAPCS-1 FIN BEYONDCONCRETE CURB, REF. STRUCTURALCATWALK HANGARS & STRINGERS, REF. STRUCTURALHORIZONTAL REINFORCEMENT COURSE, REF. STRUCTURALMASONRY ANCHORS @ 16" O.C. VERTICALLY805-PROSCENIUM122' - 0"E0 PARTITION BEYONDT.O. STEEL/CMUVARIEST.O. LOAD BLOCK142'-7"129'-6"T.O. STEEL140'-0"T.O. CURB2" DUCT LINER, REF. A02-06BLOW ROOF FRAMING, REF. STRUCTURAL135AC4H12-DAA06-10608-LOW PARAPET130' - 11"CS-1 SLOPED SILLCS-1 FIN BEYONDTYPE 'B' ROOFCS-112" GROUTED CMUTYPE 'C' ROOFSOUND CONTROL CEILING, GB-2WV-1CATWALK CONNECTOR CHANNEL; PT-2HIGH ROOF FRAMING, REF. STRUCTURALCONCRETE CURB, REF. STRUCTURALMASONRY ANCHORS @ 16" O.C. VERTICALLYT.O. CURB LEDGE131'-0"T.O. CURB131'-4"STEEL BEAMS, REF. STRUCTURALWALL GRAZE LIGHT FIXTURE MOUNTED TO SIDE OF CHANNEL, REF. 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CURB LEDGE131'-4"CURBE0-DH12-DAF6-FADATEJOBISSUES9/18/2018 10:27:59 PMA05-13WALL SECTIONS - HALLEAST/WEST05.01.201817008.000009.18.2018A05-13WALL SECTIONS - HALL EAST/WEST2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1SECTION - STAGE 1/2" = 1'-0"3SECTION - HIGH ROOF REAR, PROUD INTERIOR 1/2" = 1'-0"4SECTION - HIGH ROOF REAR, RECESSED INTERIORHALLM.P.B.B. 1/2" = 1'-0"2SECTION - HALL11111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"CW-2DUCT LINER, REF. A02-06BENGINEERED METAL COPINGMTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGTYPE 'A' ROOF34CLCLCLCLCL8' - 8"2' - 0"8' - 0"8' - 0"2' - 0" 2' - 3"118'-10 3/4"T.O. GIRT110'-10 3/4"T.O. GIRTVARIEST.O. STEELSTEEL GIRT, REF. STRUCTURALSTEEL GIRT, REF. 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FRAMING116'-0"PLATFORM01-MAIN100' - 0"08-LOW PARAPET130' - 11"2SUSPENDED CEILING; GB-1CW-2SPANDREL GLASSMTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGTYPE 'A' ROOFCLCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"STEEL GIRT, REF. STRUCTURALSTEEL GIRT, REF. STRUCTURAL118'-10 3/4"T.O. GIRT110'-10 3/4"T.O. GIRTVARIEST.O. STEELCURTAIN WALL ANCHORS AS REQUIREDDATEJOBISSUES9/18/2018 10:28:04 PMA05-14WALL SECTIONS -TYPICAL OPENINGS05.01.201817008.000009.18.2018A05-14WALL SECTIONS - TYPICAL OPENINGS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1SECTION - B.O.H. ENTRY 1/2" = 1'-0"3SECTION - LOUNGE WINDOW 1/2" = 1'-0"5SECTION - WINDOW AT OFFICEHALLM.P.B.B. 1/2" = 1'-0"2SECTION - STUDIO CURTAINWALL111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"GCLCL2' - 0"8' - 8"HM-1, WHITE PAINTED FRAMECW-1WOOD GRILLE CEILING, WGC-1SPANDREL GLAZINGPROJECTOR HANGING FROM PIPE TO STRUCTURE ABOVE, REF. AVTEMPERED GLASS CEILINGSTRUCTURED PAVING, REF. STRUCTURALSITE PAVING, REF. CIVILDUCT LINER, REF. A02-06B1/2" ALUMINUM PLATE CANOPYCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"MTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGTYPE 'A' ROOFENGINEERED METAL COPINGALUMINUM-CLAD WOOD DOORS, FINISHES TO MATCH CW-1WOOD DOORS, FINISH TO MATCH CW-1TEMPERED GLASS VESTIBULE WALLENTRANCE MATTHRESHOLDTEMPERED GLASS TRANSOMWOOD BASE & MOULDING TO MATCH CW-1PROVIDE SUPPORT AS REQUIRED FOR OVERHEAD CLOSURECW-1 ALUMINUM OUTRIGGERS A07-1044' - 0"PIPE BATTEN BEYOND129'-4"T.O. STEEL01-MAIN100' - 0"08-LOW PARAPET130' - 11"GA06-103A06-104CW-1SPANDREL GLAZINGMTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGTYPE 'A' ROOFENGINEERED METAL COPINGDUCT LINERWGC-1CLCLCLCLCL8' - 8"2' - 0"8' - 0"8' - 0"2' - 0" 2' - 3"KNIFE PLATE CURTAIN WALL ANCHOR, BOLT TO HORIZONTAL MULLIONSKNIFE PLATE CURTAIN WALL ANCHOR, BOLT TO HORIZONTAL MULLIONSKNIFE PLATE CURTAIN WALL ANCHOR, BOLT TO HORIZONTAL MULLIONS129'-4"T.O. STEEL01-MAIN100' - 0"08-LOW PARAPET130' - 11"A06-107CW-1SPANDREL GLAZINGBRICK LEDGE AT FOUNDATION SLAB, TYP.BR-1AIR GAPR-7.5 MIN. CONTINUOUS INSULATION8" CMU BACKUP, REF. STRUCTURALCAST STONE COPINGGB-1MTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGTYPE 'A' ROOFA06-104Sim.CLCLCL18' - 8"8' - 0"2' - 0" 2' - 3"DUCT LINER, REF. A02-06BA06-101Sim.35E6-EVARIEST.O. STEEL118'-0"T.O. MASONRYDATEJOBISSUES9/18/2018 10:28:09 PMA05-15WALL SECTIONS -LOBBY05.01.201817008.000009.18.2018A05-15WALL SECTIONS - LOBBY2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1SECTION - ENTRY VESTIBULE 1/2" = 1'-0"2SECTION - TYP. CURTAINWALL 1/2" = 1'-0"3SECTION - CONCESSIONSHALLM.P.B.B.1111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"APT-1 BEYONDCW-1MOTORIZED BLACK-OUT SHADESSPANDREL GLAZING BR-2 BEYONDCLCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"26' - 8"ENGINEERED METAL COPINGMTL. STUD PARAPET FRAMING W/ 2 LAYERS PLYWOOD SHEATHINGTYPE 'A' ROOFFURR DOWNE3-DCONCRETE CURB BEYONDSUSPENDED CEILING, GB-1T.O. STEEL129'-4"REF. A02-06B FOR 2" DUCT LINER AT UNDERSIDE OF ROOF DECKBLACK PAINTED METAL BUILDING ADDRESS IDENTIFICATION MOUNTED TO MASONRY BEYOND01-MAIN100' - 0"08-LOW PARAPET130' - 11"CLCL8' - 8"2' - 0"8' - 0"AIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGMTL. STUDS W/ ACOUSTICAL INSULATIONENGINEERED METAL COPINGCW-1STEEL LINTEL, REF. STRUCTURALE6-FA18' - 8"8' - 0"6' - 3"BR-2TYPE 'A' ROOFCONCRETE CURB2" DUCT LINER, REF. A02-06BAWC-1SITE PAVING6ANCHOR MIDSPAN MULLION TO COLUMNS ON EITHER SIDE, TYP.SHELF ANGLE, REF. STRUCTURAL129'-4"T.O. STEELROOF FRAMING, REF. STRUCTURAL126'-8"B.O. ANGLE119'-3 1/2'T.O. GIRTMOTORIZED BLACK-OUT SHADES01-MAIN100' - 0"08-LOW PARAPET130' - 11"BRICK LEDGE AT FOUNDATION SLAB, TYP.BR-2AIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGMTL. STUDS W/ ACOUSTICAL INSULATIONACOUSTICAL CEILING, ACW-1ROOF FRAMING, REF. STRUCTURALENGINEERED METAL COPINGE6-FABR-1TYPE 'A' ROOFCONCRETE CURBSTEEL GIRT, REF. STRUCTURALSITE PAVINGA06-1096129'-4"T.O. STEEL126'-8"B.O. ANGLE118'-11 1/2"T.O. GIRTSHELF ANGLE, REF. STRUCTURAL01-MAIN100' - 0"08-LOW PARAPET130' - 11"JHPT-1 BEYONDHM-1SUSPENDED CEILING, GB-1SUSPENDED CEILING, GB-1FACE BRICK BEYONDACOUSTICAL CEILING, ACW-1CEILING MOUNTED PROJECTOR, REF. A/VMECHANICAL PLATFORM FLOORING ASSEMBLY, REF. STRUCTURALMECHANICAL PLATFORM FRAMING, REF. STRUCTURALAP-22" DUCT LINER, REF. A02-06B2" DUCT LINER, REF. A02-06BCONCRETE CURB BEYOND, REF. STRUCTURAL112'-0"T.O. STEELCLCL5' - 4"6' - 8"1' - 4"2' - 0"8' - 8"ALCOVE112LOBBY110MULTI-PURPOSE111EQUIPMENTPLATFORM250B6-DAF3-DASLOT DIFFUSER, REF. MECHANICALT.O. STEEL128'-6 1/2"01-MAIN100' - 0"08-LOW PARAPET130' - 11"E6-FAE6-FABR-2AIR GAPR-7.5 MIN. CONTINUOUS INSULATIONEXTERIOR SHEATHINGMTL. STUDS W/ BATT INSULATIONGB-1ROOF FRAMING, REF. STRUCTURALENGINEERED METAL COPINGTYPE 'A' ROOFCONCRETE CURB, REF. STRUCTURALSTEEL COLUMN BEYOND, REF. STRUCTURAL2" DUCT LINERHM-1 BEYONDPREFUNCTION101??6DATEJOBISSUES9/18/2018 10:28:15 PMA05-16WALL SECTIONS -MULTIPURPOSE05.01.201817008.000009.18.2018A05-16WALL SECTIONS - MULTIPURPOSE2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"2SECTION - CURTAINWALL AT M.P. 1/2" = 1'-0"3SECTION - WINDOW AT M.P. 1/2" = 1'-0"4SECTION - EXTERIOR WALL AT M.P. 1/2" = 1'-0"1SECTION - INTERIOR WINDOW AT M.P. 1/2" = 1'-0"5SECTION - MULTIPURPOSE WALL SOUTHHALLM.P.B.B.111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 08-LOW PARAPET 130' - 11" 04-BB CATWALK 118' - 0" FULLY GROUTED 12" CMU, ACOUSTICALLY CRITICAL PLYWOOD ON MTL. STUD, PT-2 DIRECT/INDIRECT LED FIXTURE MOUNTED TO CATWALK STRINGER STEEL CHANNEL, PT-2 REF. STRUCTURAL 2" DUCT LINER, REF. A02-06B TYPE 'B' ROOF ACOUSTICAL GAP IN COMPOSITE DECK 3" T&G DECKING COVERED WITH 15/32" PLYWOOD, REF. STRUCTURAL; FINISH WITH CPT-1 CATWALK; 1-1/8" F.R.T. PLYWOOD DECKING, REF. STRUCTURAL; PT-3 HSS BEAM, REF. STRUCTURAL; PT-2 GB-1 HORIZONTAL REINFORCEMENT COURSE, REF. STRUCTURAL 2524 BB-1 STEEL BEAM BEYOND, PT-2; REF. STRUCTURAL A07-10 8 STEEL RAILING, PT-2 STEEL HANGARS, PT-2; REF. STRUCTURAL F3-DA WALL WASH LED FIXTURE E0-D H12-DA E3-D H12-DA CORRIDOR 148 CATWALK 200A HALL 131 BLACK BOX 149 VARIES T.O. CMU 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 08-LOW PARAPET 130' - 11" 6 TYPE 'A' ROOF SUSPENDED CEILING; GB-1 HOLLOW METAL FRAME GLAZING, HM-1 TYPE 'B' ROOF 2" DUCT LINER, REF. A02-06B 8' - 0"2' - 0"8' - 8"B6-FA 128'-10 3/4" T.O. STEEL 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" J 00-ORCHESTRA 96' - 10" 04-BB CATWALK 118' - 0" BB-A STC 45 RATED GLAZING ASSEMBLY WITH (2) 48" OPERABLE LITES ACOUSTICAL CEILING, ACT-1 REF. ELEVATIONS FOR WALL FINISH ASSEMBLIES COMPOSITE DECK FLOOR ASSEMBLY, REF. STRUCTURAL 12" FULLY GROUTED CMU, REF. STRUCTURAL; ACOUSTICALLY CRITICAL HORIZONTAL REINFORCING COURSE, REF. STRUCTURAL CATWALK A07-02 1 Sim. A08-10 9 CONTROL 205 STOR 104 BLACK BOX 149 PREFUNCTION 102 UNDERSLAB VAPOR RETARDER CONTINUOUS AROUND & UNDER GRADE BEAMS, TYP. SELECT FILL, REF. GEOTECHNICAL VOID FORM & SOIL RETAINERS, REF. STRUCTURAL WD-1 FLOOR CONCRETE SLAB ON GRADE, REF. STRUCTURAL WG-1 3' - 8"2' - 8"2' - 8"SUPPLY AIR DIFFUSER, REF. MECHANICAL B6-DA B6-FA 128'-6 1/2" T.O. STEEL DATE JOB ISSUES 9/18/2018 10:28:22 PMA05-17 WALL SECTIONS 05.01.2018 17008.0000 09.18.2018 A05-17WALL SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/2" = 1'-0"3 SECTION - TECHNICAL WALKWAY HALL M.P. B.B. 1/2" = 1'-0"2 SECTION - STUDIO INTERIOR 1/2" = 1'-0"1 SECTION - BLACK BOX CONTROL ROOM 1 1 1 1 1 11 REVISIONS 1 09.18.2018 CHANGE ORDER 01 A T TS XETEFO SAM AR Y K . H A RT1 86 7 3REGISTERED ARC H I TECT 01-MAIN 100' - 0"9' - 4"1' - 4"8"GARDEN PAVING, ELEVATION VARIES; REF. LANDSCAPE CAST STONE CAP WITH DRIP EDGES CMU, REF. STRUCTURAL 6" 1' - 8" 6" 2' - 8" GRADE VARIES, REF. LANDSCAPE & CIVIL FACE BRICK TO EXTEND BELOW GRADE FACE BRICK; MODIFIED FLEMISH BOND, BR-1 FIELD WITH BR-2 HEADERS AIR SPACE AIR SPACE DAMPPROOFING ON CMU THRU-WALL FLASHING CONTINUOUS BENEATH CAP TRAPEZOIDAL MORTAR NET NO SHRINK GROUT THRU-WALL FLASHING WITH WEEP HOLES @ 16" O.C. TRAPEZOIDAL MORTAR NET THRU-WALL FLASHING WITH WEEP HOLES @ 16" O.C. MASONRY ANCHORS @ 16" O.C. 01-MAIN 100' - 0"8' - 9 1/2"MASONRY SCREEN WALL BEYOND GALV. STEEL POST GALV. STEEL POST CAP OFFSET STAINED 1x6 WOOD SLATS 5 1/2"4"10' - 0"ALUMINUM POST ALUMINUM POST CAP EXTRUDED ALUMINUM SLATS4"5 1/2"CONCRETE FOUNDATION10' - 0"GRADE VARIES, REF. LANDSCAPE & CIVIL FACE BRICK TO EXTEND BELOW GRADE CAST STONE CAP WITH DRIP EDGE CMU, REF. STRUCTURAL FACE BRICK; MODIFIED FLEMISH BOND, BR-1 FIELD WITH BR-2 HEADERS AIR SPACE 9' - 4"8"PAVING, REF. CIVIL DAMPPROOFING APPLIED TO CAVITY SIDE OF CMU THRU-WALL FLASHING BENEATH COPING ELASTOMERIC PAINT ON EXPOSED SIDE OF CMU THRU-WALL FLASHING; WEEP HOLES @ 16" O.C. NO SHRINK GROUT TRAPEZOIDAL MORTAR NET MASONRY ANCHORS AT 16" O.C. ALUMINUM POST ALUMINUM POST CAP EXTRUDED ALUMINUM SLATS CONCRETE FOUNDATION GRAVEL IN CONDENSER YARD, REF. LANDSCAPE7' - 4"4"5 1/2"7' - 0"4"DATE JOB ISSUES 9/18/2018 10:28:27 PMA05-20 WALL SECTIONS - SCREEN WALLS 05.01.2018 17008.0000 09.18.2018 A05-20WALL SECTIONS - SCREEN WALLS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/2" = 1'-0"1 SECTION - GARDEN SCREEN WALL - MASONRY 1/2" = 1'-0"2 SECTION - GARDEN SCREEN WALL - WOOD 1/2" = 1'-0"3 SECTION - GENERATOR SCREEN 1/2" = 1'-0"4 SECTION - TRASH ENCLOSURE 1/2" = 1'-0"5 SECTION - MECHANICAL ENCLOSURE HALL M.P. B.B. REVISIONS A T TS XETEFO SAM AR Y K . H A RT1 86 7 3REGISTERED ARC H I TECT A2' - 1" 7"6 1/2" 8 5/8" 9 7/8" 8"1' - 8"2' - 7 1/4"FACE BRICK; BR-2RIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUD WITH BATT INSULATIONAIR GAPGYP. BOARD ON INTERIOR MTL. STUDS WITH ACOUSTICAL INSULATIONSTEEL COLUMN, REF. STRUCTURALCW-1SEALANTSELF-ADHERED FLASHINGSPRAY FOAM INSULATIONSPACERBACKER ROD & SEALANT2' - 8"2' - 9"2B2' - 9"FACE BRICK; BR-2RIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUD WITH BATT INSULATIONAIR GAPCW-1GYP. BOARD ON INTERIOR MTL. STUDS WITH ACOUSTICAL INSULATIONSTEEL COLUMN, REF. STRUCTURAL6 3/4" 6 3/4"SELF-ADHERED FLASHINGSPACERBACKER ROD & SEALANTSPRAY FOAM INSULATIONSEALANT8" 9 7/8" 8 5/8" 6 1/2"61' - 1 1/2"GGYP. BOARD ON INTERIOR MTL. STUDS WITH ACOUSTICAL INSULATIONSTEEL COLUMN, REF. STRUCTURALFACE BRICK; BR-2RIGID INSULATION; R-7.5 MIN.AIR GAPCW-1SEALANTSELF-ADHERED FLASHINGSPRAY FOAM INSULATIONSPACERBACKER ROD & SEALANTEXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUD WITH BATT INSULATION6JFACE BRICK; BR-1AIR GAPRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUDS WITH BATT INSULATION7" 9 7/8" 8" 3 1/2" 3 5/8"2' - 8"1' - 8" 4 1/4"GYP. BOARD ON MTL. STUDS WITH ACOUSTICAL INSULATIONCW-1SEALANTSELF-ADHERED FLASHINGSPRAY FOAM INSULATIONSPACER342' - 1"FACE BRICK; BR-1AIR GAPRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUDS WITH BATT INSULATIONGYP. BOARDSTEEL COLUMN, REF. STRUCTURAL2X2' - 1"3 5/8" 3 1/2" 8 5/8" 9 1/4"2' - 1"FACE BRICK; BR-1AIR GAPRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUDS WITH BATT INSULATION349 1/4" 8 5/8" 3 1/2" 3 5/8"2' - 1"FACE BRICK; BR-1AIR GAP 2" MAXRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIER12" CMU; FULLY GROUTEDCONTROL JOINT TYP. @ EACH RECESS JOINTFACE BRICK; BR-2AIR GAP 2" MAXREF. BLACK BOX PLANS FOR INTERIOR FINISHES4 3/8"11 5/8"5 7/8"6 1/2"4"CONTROL JOINT TYP. @ EACH RECESS JOINT2' - 8"2' - 8 3/8"NFACE BRICK; BR-1AIR GAPRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIER8" MTL. STUDCONTROL JOINT TYP. @ EACH RECESS JOINTFACE BRICK; BR-24"6 1/2"9 1/4"5 1/4"AIR GAPSTEEL COLUMN, REF. STRUCTURALCONTROL JOINT TYP. @ EACH RECESS JOINT2' - 8"GYP. BOARD22' - 1"CL2' - 4 1/2"CL8 1/2" 1' - 8"STEEL COLUMN, REF. STRUCTURALCW-11' - 1 1/4" 6 3/4"1' - 8"CL8 1/2" 1' - 8"CL8 1/2" 1' - 8"STEEL COLUMN, REF. STRUCTURALCW-11/4" STEEL KNIFE PLATE ANCHORCOUNTERSUNK BOLT ANCHORS7 1/4" 1' - 0 3/4"1' - 8"MEMBRANE FLASHING & ROOFING ADHERED TO PLYWOODCW-1EXTENDED MULLION CAPSPANDREL GLAZINGRIGID INSULATION(2) LAYERS T&G PLYWOODMTL. STUDS W/ BATT INSULATIONMULLIONS BELOW1 1/2" 4" 6 3/4" 9 1/4"1' - 9 1/2"STEEL CHANNEL, REF. STRUCTURALSTEEL COLUMN, REF. STRUCTURALCW-1EXTENDED MULLION CAP1' - 8"286" 7 1/4" 6 3/4"STEEL COLUMN, REF. STRUCTURALCW-11/4" STEEL KNIFE PLATE ANCHORCOUNTERSUNK BOLT ANCHORSEXTENDED MULLION CAP6" 1 1/4" 1' - 0 3/4"1' - 8"MEMBRANE FLASHING & ROOFING ADHERED TO PLYWOODCW-1EXTENDED MULLION CAPSPANDREL GLAZINGRIGID INSULATIONTYPE 'A' ROOF BELOW(2) LAYERS T&G PLYWOODMTL. STUDS W/ BATT INSULATION1 1/2" 4" 9 1/4" 6 3/4"1' - 9 1/2"MULLIONS BELOWCOLUMN BELOW, REF. STRUCTURALDATEJOBISSUES9/18/2018 10:28:39 PMA06-01PLAN DETAILS -EXTERIOR05.01.201817008.000009.18.2018A06-01PLAN DETAILS - EXTERIOR2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1 1/2" = 1'-0"6PLAN DETAIL - M.P. CURTAINWALL 1 1/2" = 1'-0"14PLAN DETAIL - M.P. STOREFRONT 1 1/2" = 1'-0"10PLAN DETAIL - LOBBY CURTAINWALL 1 1/2" = 1'-0"3PLAN DETAIL - LOBBY CURTAINWALL 1 1/2" = 1'-0"4PLAN DETAIL - MASONRY CORNER 1 1/2" = 1'-0"1PLAN DETAIL - MASONRY AT WINDOW 1 1/2" = 1'-0"2PLAN DETAIL - BRICK RECESS AT CMU 1 1/2" = 1'-0"5PLAN DETAIL - BRICK RECESS 1 1/2" = 1'-0"7DETAIL - CURTAIN WALL CORNER @ 5'-0" A.F.F. 1 1/2" = 1'-0"8DETAIL - CURTAIN WALL CORNER @ 14'-0" A.F.F. 1 1/2" = 1'-0"9DETAIL - CURTAIN WALL CORNER @ 30'-4" A.F.F. 1 1/2" = 1'-0"11DETAIL - CURTAIN WALL AT COLUMN @ 5'-0" A.F.F. 1 1/2" = 1'-0"12DETAIL - CURTAIN WALL AT COLUMN @ 14'-0" A.F.F. 1 1/2" = 1'-0"13DETAIL - CURTAIN WALL AT COLUMN @ 30'-4" A.F.F.HALLM.P.B.B.111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T FULLY GROUTED 12" CMU; ACOUSTICALLY CRITICALFLUID-APPLIED WEATHER BARRIERR-7.5 MIN. RIGID INSULATIONCS-1 VENEERCS-1 FINPARAPET CURB BELOWCS-1 SLOPED SILL BELOWCS-1 FINO.C. TYP.2' - 4"O.C. TYP.2' - 4"TYPE 'B' ROOF BELOWTYPE 'A' ROOF BELOWHORIZONTALLY DISTRIBUTE MASONRY ANCHORS AT EACH FIN & EACH STRETCHER, TYP.24T92" 6 1/2" 1' - 0"1' - 6 1/2"1' - 6 1/2" 6 1/2" 2"2' - 1"COMPOSITE DECK BELOW, REF. STRUCTURALFULLY GROUTED 12" CMUSTEEL COLUMN, REF. STRUCTURALMTL. STUDS WITH ACOUSTICAL INSULATIONCS-1 SLOPED SILL BELOWCS-1 FINCS-1 VENEERAIR GAPRIGID INSULATION, R-7.5 MIN.FLUID-APPLIED WEATHER BARRIERTYPE 'B' ROOF BELOWO.C. TYP.2' - 4"CONTROL JOINTPROVIDE MASONRY ANCHOR ADJACENT TO CONTROL JOINT, TYP.HORIZONTALLY DISTRIBUTE MASONRY ANCHORS AT EACH FIN & EACH STRETCHER, TYP.24T8H31' - 7 1/2"6 1/2"2"2' - 2"1' - 6 1/2" 6 1/2" 2"2' - 1"2' - 2" 2"JO .C . T Y P .2 ' - 4 "TYPE 'B' ROOF BELOWTYPE 'A' ROOF BELOWCS-1 SLOPED SILL BELOWCS-1 FINFULLY GROUTED 12" CMU; ACOUSTICALLY CRITICALFLUID-APPLIED WEATHER BARRIERR-7.5 MIN. RIGID INSULATIONAIR GAPF3-DAF3-DASTEEL COLUMN, REF. STRUCTURAL21H34 1/4" 1' - 4" 6 1/2" 2"1' - 7 1/2"6 1/2"2"2' - 2"1' - 10 1/2"J8 3/8" 9 1/2" 3 1/2" 3 5/8"1' - 4" 4" 1 1/2"1' - 8"FACE BRICK; B-1AIR GAPRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUDS WITH BATT INSULATIONCW-1SEALANTTYPE 'B' ROOF BELOWTYPE 'A' ROOF BELOWSPACER(2) LAYERS 3/4" PLYWOODMEMBRANE ROOFING & FLASHINGSELF-ADHERED FLASHINGSPRAY FOAM INSULATIONBACKER ROD & SEALANTSEALANTP8-DP4-D342' - 1"FACE BRICK; B-1AIR GAP 2" MAXRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERCONTROL JOINT TYP. @ EACH RECESS JOINTFACE BRICK; B-2AIR GAP 2" MAX8 3/8" 1 1/2" 8 5/8" 2 7/8" 3 5/8"4" MTL. STUDS WITH BATT INSULATIONMTL. STUDS WITH BATT INSULATIONMEMBRANE ROOFING & FLASHINGTYPE 'A' OR 'B' ROOF BELOWCONTROL JOINT TYP. @ EACH RECESS JOINTP4-DP8-DP8-DMASONRY ANCHOR, 24" O.C. MAX HORIZONTALLY342' - 1"8 3/8" 9 1/2" 3 1/2" 3 5/8"1' - 10" 3"FACE BRICK; B-1AIR GAPRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIER8" MTL. STUDS WITH BATT INSULATIONCW-2; SPANDREL GLAZINGMEMBRANE ROOFING & FLASHINGRIGID INSULATIONTYPE 'A' ROOF BELOWSELF-ADHERED FLASHINGP8-DP4-DBLOCKINGSEALANT342' - 1"STEEL CHANNEL, REF. STRUCTURALGTYPE 'A' ROOF BELOWFACE BRICK; B-1AIR GAPRIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIER8" MTL. STUDS WITH BATT INSULATIONCW-1; SPANDREL GLAZINGBACKER ROD & SEALANTMEMBRANE FLASHING & ROOFING ADHERED TO CONCRETE CURBCONCRETE CURB, REF. STRUCTURALTYPE 'A' ROOF BELOWSPACERSEALANTSPRAY FOAM INSULATIONSELF-ADHERED FLASHINGP4-D6STEEL CHANNEL, REF. STRUCTURALACW-1; SPANDREL GLAZINGBACKER ROD & SEALANTMEMBRANE ROOFING & FLASHINGTYPE 'A' ROOF BELOWSEALANTSELF-ADHERED FLASHINGSPACERFACE BRICK; BR-2RIGID INSULATION; R-7.5 MIN.EXTERIOR SHEATHING WITH FLUID APPLIED WEATHER BARRIERMTL. STUD WITH BATT INSULATIONAIR GAPSPRAY FOAM INSULATIONSEALANTCONCRETE CURB, REF. STRUCTURALP4-D6FACE BRICK; BR-2RIGID INSULATION; R-7.5 MIN.AIR GAPCW-1THIN BRICK VENEERSELF-ADHERED FLASHINGSPACERBACKER ROD & SEALANTFLUID-APPLIED WEATHER BARRIERCMU MASONRY PILASTER & WALL, REF. STRUCTURALTHIN BRICK ADHESIVEGYPSUM SHEATHINGMETAL STUDS WITH BATT INSULATIONSPRAY FOAM INSULATION2' - 8"SEALANT5" 1' - 0 7/8" 1' - 2 1/8"35DATEJOBISSUES9/18/2018 10:28:49 PMA06-02PLAN DETAILS -EXTERIOR05.01.201817008.000009.18.2018A06-02PLAN DETAILS - EXTERIOR2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1 1/2" = 1'-0"1PLAN DETAIL - UPPER HALL STAGE CORNER 1 1/2" = 1'-0"2PLAN DETAIL - UPPER HALL PROSCENIUM CORNER 1 1/2" = 1'-0"3PLAN DETAIL - UPPER HALL FRONT CORNER 1 1/2" = 1'-0"6DETAIL - PARAPET AT MASONRY TO C.W. CORNER 1 1/2" = 1'-0"5DETAIL - PARAPET AT ACCENT MASONRY 1 1/2" = 1'-0"4DETAIL - PARAPET AT MASONRY TO C.W. JOINT 1 1/2" = 1'-0"7DETAIL - PARAPET AT M.P. TO LOBBY CORNER 1 1/2" = 1'-0"8DETAIL - PARAPET CURB AT M.P. CORNER 1 1/2" = 1'-0"9DETAIL - CURTAIN WALL AT CONCESSION WALLHALLM.P.B.B.111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"GYP. BOARDBR-1 IN MODIFIED FLEMISH BOND; BR-2 HEADERSAIR GAPRIGID INSULATION, R-7.5 MIN.FLUID-APPLIED WEATHER BARRIER ON EXTERIOR SHEATHINGBRICK LEDGEMTL. STUDS W/ BATT INSULATIONWEEPS @ 16" O.C.EXTERIOR GRADE, REF. LANDSCAPETRAPEZOIDAL MORTAR NETMETAL FLASHING7 1/8" 8 5/8" 9 1/4"STUD TRACK.2 2/3".5 1/3"REF. SLAB PLANVARIESANCHORS @ 16" O.C. VERTICALLY2' - 1"08-LOW PARAPET130' - 11"NEOPRENE GASKETENGINEERED COPING WITH CLEATSBLOCKING & PLYWOOD AS REQUIRED TO FASTEN COPING & BRIDGE AIR GAPMEMBRANE FLASHING, WRAP UNDER COPINGTYPE 'A' ROOFSTEEL BEAM, REF. STRUCTURALINTERIOR GYP. BOARDBR-1 IN MODIFIED FLEMISH BOND; BR-2 HEADERSAIR GAPRIGID INSULATION, R-7.5 MIN.FLUID-APPLIED WEATHER BARRIER ON EXTERIOR SHEATHINGBENT PLATE, REF. STRUCTURALDEFLECTION TRACKWEEPS @ 24" O.C.TRAPEZOIDAL MORTAR NETTHRU-WALL FLASHING WITH DRIP EDGE8"STEEL SHELF ANGLE, REF. STRUCTURALSTEEL CHANNEL, REF. STRUCTURAL5/8" 5"7/8" 5/8"8"LAP WEATHER BARRIER OVER THRU-WALL FLASHINGSEALANTFIRESTOPANCHORS @ 16" O.C. VERTICALLY12 GA. GALV STEEL ANGLE2' - 1"01-MAIN100' - 0"1x6 WB-1; STAIN TO MATCH CW-1SEALANTEXTERIOR PAVING, REF. CIVIL & LANDSCAPECW-1METAL-CLAD PLYWOOD & PREFINISHED FLASHING WITH DRIP EDGE GLAZED INTO CW-1 SYSTEMSEAL TO CONCRETEANCHOR VERTICAL MULLIONS TO C.I.P. CURB, SHIM AS REQUIREDPROVIDE CONTINUOUS SILL PLATE WITH END DAMS SET IN CONTINUOUS MASTIC FILL BASE CAVITY WITH INSULATIONCONC-1EXTENDED VERTICAL MULLION CAP BEYONDGLUE-LAM SILL MULLION3"3"1 1/2"BENTONINTE WATERSTOP7 1/2"WOOD MOULDING, STAIN TO MATCH CW-11/4"1 1/2"5 1/2"1/4"SEALANTVERTICAL MULLION BEYOND08-LOW PARAPET130' - 11"1/4" / 12"MEMBRANE FLASHING, WRAP UNDER COPINGTYPE 'A' ROOFING ASSEMBLY2" DUCT LINERENGINEERED COPING WITH CLEATSSTUD TRACKSTEEL BEAM, REF. STRUCTURAL; PAINT WHITECW-1EXTENDED VERTICAL MULLION CAPS BEYONDSTRUCTURAL SILICONE GLAZED HORIZONTAL MULLIONSKNIFE PLATE ANCHORS BOLTED TO HORIZONTAL MULLION7 1/4" 11 3/4"STEEL CHANNEL, REF. STRUCTURAL; PAINT WHITECONTINUOUS STEEL ANGLE, REF. STRUCTURAL1' - 7"1" 6" 4 3/4"PLYWOOD & BLOCKING AS REQUIRED TO FASTEN COPINGP4-DEDGE ANGLE, REF. STRUCTURAL1' - 9 1/2"0" 8 1/4" 6" 3/4" 4" 1 1/2"SPRAY FOAM INSULATIONSPACER WITH METAL FLASHING RIGID INSULATION BEHIND SPANDREL IGUALL MISC. STEEL TO BE PAINTED WHITE AT CW-17 5/8" 1 1/2"18' - 8"5"1' - 8 1/2"6 1/2"1"2' - 8"BR-1AIR GAPRIGID INSULATION, R-7.5 MIN.FLUID-APPLIED WEATHER BARRIER CW-1CAST STONE CAP/SILL WITH DRIP EDGEBRICK TIES @ 16" O.C. VERTICALLYTHIN BRICK VENEERTHIN BRICK ADHESIVEMETAL STUD WITH BATT INSULATIONEXTRUDED ALUMINUM TRIM ALONG TOP CORNERGYP. BOARD SILLSEALANTGROUTED CMU, REF. STRUCTURAL1' - 8"8"1"BLOCKING AS REQUIRED TO ANCHOR HORIZONTAL MULLIONSILL PAN WITH END DAMS, SET IN CONTINUOUS MASTIC3508-LOW PARAPET130' - 11"CS-1AIR GAPRIGID INSULATION, R-7.5 MIN.FLUID-APPLIED WEATHER BARRIERWEEPS @ EACH VERTICAL JOINTTRAPEZOIDAL MORTAR NETTHRU-WALL FLASHING WITH DRIP EDGE SET IN CONTINUOUS MASTICCS-1 SLOPED SILL2" DUCT LINER, REF. A02-06BSTEEL BEAM, REF. STRUCTURALFULLY GROUTED CMU, REF. STRUCTURALPROVIDE ACOUSTIC INSULATION IN GAPRECEIVER & COUNTERFLASHINGMEMBRANE FLASHING TERMINATION BARCS-1 FIN BEYONDCONCRETE CURB, REF. STRUCTURAL2" 3 5/8" 1' - 2 7/8" 6 1/2"MASONRY ANCHORS @ 16" O.C. VERTICALLY4"1"8TYPE 'B' ROOFMASONRY ANCHOR2' - 3"08-LOW PARAPET130' - 11"2' - 0"THRU-WALL FLASHING WITH DRIP EDGE SET IN CONTINUOUS MASTICTYPE 'A' ROOFRECEIVER & COUNTERFLASHINGMEMBRANE FLASHING W/ TERMINATION BARROOF FRAMING REF. STRUCTURALSTEEL TUBE & ANGLES, REF. STRUCTURALE6-FASTEEL SHELF ANGLE, REF. STRUCTURALWEEPS @ 24" O.C.ENGINEERED COPING WITH CLEATSTRAPEZOIDAL MORTAR NETMETAL STUDS W/ BATT INSULATIONFLUID-APPLIED WEATHER BARRIER ON EXTERIOR SHEATHINGRIGID INSULATION, R-7.5 MIN.AIR GAPBR-2 IN MODIFIED FLEMISH BOND; BR-1 HEADERSNEOPRENE GASKETTHRU-WALL FLASHING WITH DRIP EDGELAP WEATHER BARRIER OVER THRU-WALL FLASHINGFIRESTOPANCHORS @ 16" O.C. VERTICALLYCONCRETE CURB, REF. STRUCTURALCOVER BLOCKING WITH MEMBRANE FLASHINGBLOCKING & PLYWOOD AS REQUIRED TO FASTEN COPING & BRIDGE WYTHES 1' - 5 7/8"8 5/8"6 1/2"CONTINUOUS ANGLE, REF. STRUCTURALSEALANTINTERIOR GYP. BOARDDEFLECTION TRACK7"2' - 1"2' - 8"12 GA. GALV STEEL ANGLE6COURSES(2) BRICK129'-4"T.O. STEEL126'-8"B.O. ANGLEMASONRYCOURSING131'-4"T.O. CURB131'-0"F.R.T. BLOCKING01-MAIN100' - 0"00-ORCHESTRA96' - 10"00-UNDERFLOOR93' - 2"UNDERSLAB VAPOR RETARDERSLAB ON GRADE, REF. STRUCTURALSELECT FILL, REF. GEOTECHNICALDRAINAGE ROCKSLOPE COMPACTED GRADE TO SUBSOIL DRAINAGE PIPES, REF. PLUMBINGMOISTURE-CONDITIONED SOIL PER GEOTECHNICALFILTER FABRICGRANULAR FILL PER GEOTECHNICALVOID FORM & SOIL RETAINERS, REF. STRUCTURALDRAINAGE BOARDC.I.P. WALL, REF. STRUCTURALWATERPROOFING MEMBRANE, TIE IN WITH VAPOR RETARDERWATERSTOPUNDERSLAB WATERPROOFING MEMBRANEPERFORATED DRAINAGE PIPE IN FILTER FABRIC1' - 0"WATERSTOPSLAB ON GRADE, REF. STRUCTURALWATERPROOFING FLASHING, TIE UNDERSLAB WATERPROOFING TO VERTICAL WATERPROOFINGC.I.P. WALL, REF. STRUCTURALREFER TO UNDERFLOOR PLAN FOR EXTENT OF FOUNDATION DRAINKH2CS-1AIR GAPRIGID INSULATION, R-7.5 MIN.FLUID-APPLIED WEATHER BARRIERFULLY GROUTED CMUSOUND CONTROL CEILING, GB-2TYPE 'C' ROOFUPPER ROOF FRAMING, REF. STRUCTURALCS-1 FIN BEYONDNEOPRENE GASKETF.R.T. BLOCKING AS REQUIREDPREFINISHED METAL FASCIAPREFINISHED METAL SOFFITMASONRY ANCHORS @ 16" O.C. VERTICALLY12 GA. GALV STEEL ANGLECUT TOP COURSE AS REQUIRED TO ACCOMMODATE ROOF SLOPETAPERED STANDING SEAM PANELS2" 6 1/2" 1' - 7 1/2"2' - 2"PARTITION AS SCHEDULED08-LOW PARAPET130' - 11"H2CS-1AIR GAPRIGID INSULATION, R-7.5 MIN.FLUID-APPLIED WEATHER BARRIERWEEPS @ EACH VERTICAL JOINTTRAPEZOIDAL MORTAR NETTHRU-WALL FLASHING WITH DRIP EDGE SET IN CONTINUOUS MASTICSTEEL BEAM, REF. STRUCTURALCS-1 SLOPED SILLFULLY GROUTED CMUTYPE 'B' ROOFCONCRETE CURB, REF. STRUCTURALCS-1 FIN BEYONDMEMBRANE FLASHING RECEIVER & COUNTERFLASHINGMEMBRANE FLASHING TERMINATION BART.O. CURB131'-4"T.O. LEDGE131'-0"2" 6 1/2" 1' - 7 1/2"2' - 4"4"1"DATEJOBISSUES9/18/2018 10:29:00 PMA06-10SECTION DETAILS -EXTERIOR05.01.201817008.000009.18.2018A06-10SECTION DETAILS - EXTERIOR2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1 1/2" = 1'-0"1DETAIL - EXTERIOR WALL BASE 1 1/2" = 1'-0"2DETAIL - TYP. PARAPET 3" = 1'-0"3DETAIL - CURTAINWALL BASE 1 1/2" = 1'-0"4DETAIL - CURTAINWALL PARAPET 1 1/2" = 1'-0"7DETAIL - CURTAIN WALL SILL AT CONCESSION WALL 1 1/2" = 1'-0"8DETAIL - HIGH ROOF TRANSITION AT STAGE 1 1/2" = 1'-0"9SECTION - M.P. PARAPET 1" = 1'-0"10SECTION - FOUNDATION DRAINHALLM.P.B.B.11 1 1/2" = 1'-0"6DETAIL - HIGH ROOF EDGE AT HALL X 1 1/2" = 1'-0"5DETAIL - HIGH ROOF TRANSITION AT HALL X111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T SOUND CONTROL CEILING, GB-2 TYPE 'C' ROOF STEEL WT, REF. STRUCTURAL RESILIENT CHANNEL, GB-2 STC-RATED SMOKE EVAC HATCH, REF. MECHANICAL STEEL BENT PLATE POUR STOP, REF. STRUCTURAL GROMMETTED FASTENER, 12" O.C. METAL RECEIVER FLASHING, FILL JOINTS WITH SEALANT UNDERLAYMENT PLYWOOD & BLOCKING AS REQUIRED HATCH CURB FLASHING L MEMBRANE FLASHING, HOT AIR WELD TO ROOFING MEMBRANE PLYWOOD & BLOCKING AS REQUIRED METAL FLASHING WITH DRIP EDGE TYPE 'A' ROOF GROMMETTED FASTENER, 12" O.C. HATCH CURB FLASHING INSULATED ROOF HATCH STEEL BENT PLATE AT PERIMETER OF OPENING, REF. STRUCTURAL ALUMINUM LADDER STEEL BEAM, REF. STRUCTURAL DATE JOB ISSUES 9/18/2018 10:29:04 PMA06-11 SECTION DETAILS - EXTERIOR 05.01.2018 17008.0000 09.18.2018 A06-11SECTION DETAILS - EXTERIOR2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1 1/2" = 1'-0"1 DETAIL - SMOKE EVAC HATCH 1 1/2" = 1'-0"2 DETAIL - ROOF HATCH HALL M.P. B.B. REVISIONS A T TS XETEFO SAM AR Y K . H A RT1 86 7 3REGISTERED ARC H I TECT REF. THEATRE & ELECTRICAL FOR NON-THEATRICAL EQUIPMENT AND CONVENIENCE OUTLET LOCATIONSWORK LIGHT FIXTURE; REF. ELECTRICALSTEEL ANGLE; REF. STRUCTURALSTEEL CHANNEL; REF. STRUCTURAL2' - 2"4"3' - 2"3' - 0".CONTINUOUS PIPE; REF. STRUCTURALCLR4"04-BB CATWALK118' - 0"CLEAR7' - 0"REF. THEATRE & ELECTRICAL FOR LOCATIONS OF CRP AND PLUGSTRIP DEVICES; ADJUSTABLE PIPE RAILINGS TO WITHSTAND 30 P.L.F. TYP.; INSTALL TO INSIDE OF HANGARS, TYP.F.R.T. T&G 1 1/8" PLYWOODPIPE HANGARS, REF. STRUCTURALLIGHT FIXTURE, REF. RCP & ELECTRICALFIXED PIPE RAILS6' - 6"REF. THEATRE & ELECTRICAL FOR NON-THEATRICAL EQUIPMENT AND CONVENIENCE OUTLET LOCATIONSWORK LIGHT FIXTURE; REF. ELECTRICALSTEEL ANGLE; REF. STRUCTURALSTEEL CHANNEL; REF. STRUCTURAL2' - 2"4"3' - 9"CONTINUOUS PIPE; REF. STRUCTURAL1' - 6"CRP AND PLUGSTRIP DEVICES; REF. THEATRE & ELECTRICALADJUSTABLE PIPE RAILING TO WITHSTAND 30 P.L.F. TYP.;INSTALL TO INSIDE OF HANGARS, TYP.F.R.T. T&G 1 1/8" PLYWOODSURFACE MOUNTED STEP LIGHT FIXTURE; REF. ELECTRICAL7' - 0" CLEAR6' - 6"04-BB CATWALK118' - 0"STAGEFULLY GROUTED 12" CMU WALL, REF. STRUCTURALPIPE HANGAR, REF. STRUCTURALFIXED PIPE RAIL7' - 0" CLEARFIXED STEEL ANGLE GUARDRAILSTAGESTEEL EDGE ANGLES & BRACING; REF. STRUCTURAL4' - 4" 1' - 11"STEEL CHANNEL; REF. STRUCTURAL1' - 0"1' - 0"1' - 2"4"3' - 6"METAL STUD FRAMING TO SUPPORT REFLECTORAWC-2; WOOD VENEER, RIFT SAWN WHITE OAKF.R.T. T&G 1 1/8" PLYWOODHSS HANGAR, REF. STRUCTURALPIPE HANGAR, REF. STRUCTURAL6' - 3"PROSCENIUM BEAM, REF. STRUCTURAL05-PROSCENIUM122' - 0"2' - 6"1' - 6"1' - 2"8°6' - 10"2' - 1" 4' - 4" 5"3/4" F.R.T. PLYWOOD ALIGN COLD-FORMED FRAMING WITH STRUCTURAL STEEL HANGARS6"MOUNT NON-THEATRICAL EQUIPMENT AND CONVENIENCE OUTLETS AT THIS SIDE. STEP LIGHT FIXTURE; REF. ELECTRICALWORK LIGHT FIXTURE; REF. ELECTRICALCATWALK #1124' - 6"ADJUSTABLE PIPE RAILING TO WITHSTAND 30 P.L.F. TYP.;INSTALL TO INSIDE OF HANGARS, TYP.1' - 2 1/2"FIXED PIPE RAILSCRP AND PLUGSTRIP DEVICES; REF. THEATRE & ELECTRICALANGLE BRACING, REF. STRUCTURALHSS HANGAR, REF. STRUCTURALPROSCENIUM HEAD WALL, REF. PLANSALTERNATE #5: COORDINATE FIXTURE & EQUIPMENT LOCATIONS WITH ACOUSTIC BANNERS7' - 0" CLEARCRP AND PLUGSTRIP DEVICES; REF. THEATRE & ELECTRICALADJUSTABLE PIPE RAILINGS TO WITHSTAND 30 P.L.F. TYP.;INSTALL TO INSIDE OF HANGARS, TYP.6' - 6"MOUNT HOUSE LIGHTING FIXTURES TO BACK FACE OF STRUCTURAL HANGARSMAINTAIN CONSISTENT DISTANCE BETWEEN REFLECTOR SURFACE & B.O. FIXTURE FOR ALL FIXTURES3"METAL STUD FRAMING TO SUPPORT REFLECTORAWC-2; WOOD VENEER, RIFT SAWN WHITE OAK3/4" F.R.T. PLYWOOD ALIGN COLD-FORMED FRAMING WITH STRUCTURAL STEEL HANGARSFIXED STEEL ANGLE GUARDRAILHSS HANGAR, REF. STRUCTURALMOUNT NON-THEATRICAL EQUIPMENT AND CONVENIENCE OUTLETS AT THIS SIDE. STEP LIGHT FIXTURE MOUNTED AT HSS HANGAR; REF. ELECTRICALWORK LIGHT FIXTURE; REF. ELECTRICAL4' - 4"1' - 0"1' - 0"1' - 6"3' - 6"STEEL EDGE ANGLES & BRACING; REF. STRUCTURALSTEEL CHANNEL; REF. STRUCTURALF.R.T. T&G 1 1/8" PLYWOODCATWALK #2126' - 8"6' - 10"2' - 1" 4' - 4" 5"1' - 6"3°STAGE6"1' - 8"ANGLE BRACING, REF. STRUCTURALFIXED PIPE RAILALTERNATE #5: COORDINATE FIXTURE & EQUIPMENT LOCATIONS WITH ACOUSTIC BANNERS1' - 0"1' - 0"1' - 6"MOUNT ALL NON-THEATRICAL EQUIPMENT AND CONVENIENCE OUTLETS AT THIS SIDE. 7' - 0" CLEAR3' - 6"WORK LIGHT FIXTURE; REF. ELECTRICALSTEEL CHANNEL; REF. STRUCTURALSTAGE1/2" STEEL PLATFORM6 1/2" 2' - 5"2' - 11 1/2"4' - 1 1/2"EQ EQHSS HANGARS, REF. STRUCTURAL12" FULLY GROUTED CMU, REF. STRUCTURALLOADING GALLERY130' - 0"REF. THEATRE FOR EQUIPMENTFIXED STEEL ANGLE GUARDRAIL7' - 0" CLEARCRP AND PLUGSTRIP DEVICES; REF. THEATRE & ELECTRICALADJUSTABLE PIPE RAILING TO WITHSTAND 30 P.L.F. TYP.;INSTALL TO INSIDE OF HANGARS, TYP.6' - 6"MOUNT HOUSE LIGHTING FIXTURES TO BACK FACE OF STRUCTURAL HANGARSMAINTAIN CONSISTENT DISTANCE BETWEEN REFLECTOR SURFACE & B.O. FIXTURE FOR ALL FIXTURES3"METAL STUD FRAMING TO SUPPORT REFLECTORAWC-2; WOOD VENEER, RIFT SAWN WHITE OAK3/4" F.R.T. PLYWOOD ALIGN COLD-FORMED FRAMING WITH STRUCTURAL STEEL HANGARSFIXED STEEL ANGLE GUARDRAILHSS HANGAR, REF. STRUCTURALMOUNT ALL UTILITY AND CONVENIENCE OUTLETS AT THIS LOCATION STEP LIGHT FIXTURE MOUNTED AT HSS HANGAR; REF. ELECTRICALWORK LIGHT FIXTURE; REF. ELECTRICAL4' - 4"1' - 0"1' - 0"1' - 6"3' - 6"STEEL EDGE ANGLES & BRACING; REF. STRUCTURALSTEEL CHANNEL; REF. STRUCTURALF.R.T. T&G 1 1/8" PLYWOODCATWALK #3128' - 2"STAGE1' - 6"2' - 1" 4' - 4" 5"6' - 10"3°1' - 8"6"ANGLE BRACING, REF. STRUCTURALFIXED PIPE RAILPIPE HANGAR, REF. STRUCTURALCOORDINATE FIXTURE & EQUIPMENT LOCATIONS WITH ACOUSTIC BANNERS7' - 0" CLEARMOUNT HOUSE LIGHTING FIXTURES TO BACK FACE OF STRUCTURAL HANGARSMAINTAIN CONSISTENT DISTANCE BETWEEN REFLECTOR SURFACE & B.O. FIXTURE FOR ALL FIXTURES3"METAL STUD FRAMING TO SUPPORT REFLECTORALIGN COLD-FORMED FRAMING WITH STRUCTURAL STEEL HANGARSFIXED STEEL ANGLE GUARDRAILHSS HANGAR, REF. STRUCTURALMOUNT ALL NON-THEATRICAL EQUIPMENT AND CONVENIENCE OUTLETS AT THIS SIDE. WORK LIGHT FIXTURE; REF. ELECTRICAL4' - 4"1' - 0"1' - 0"1' - 6"3' - 6"STEEL EDGE ANGLES & BRACING; REF. STRUCTURALSTEEL CHANNEL; REF. STRUCTURALF.R.T. T&G 1 1/8" PLYWOODCATWALK #4128' - 2"STAGE6°2' - 0"AWC-2; WOOD VENEER, RIFT SAWN WHITE OAK3/4" F.R.T. PLYWOOD 6"6"1' - 1" 4' - 4" 5"5' - 10"ANGLE BRACING, REF. STRUCTURALPIPE HANGAR, REF. STRUCTURALCOORDINATE FIXTURE & EQUIPMENT LOCATIONS WITH ACOUSTIC BANNERSMOUNT HOUSE LIGHTING FIXTURES TO BACK FACE OF STRUCTURAL HANGARSMAINTAIN CONSISTENT DISTANCE BETWEEN REFLECTOR SURFACE & B.O. FIXTURE FOR ALL FIXTURESMETAL STUD FRAMING TO SUPPORT REFLECTORFIXED STEEL ANGLE GUARDRAILHSS HANGAR, REF. STRUCTURALMOUNT NON-THEATRICAL EQUIPMENT AND CONVENIENCE OUTLETS AT THIS SIDE. WORK LIGHT FIXTURE MOUNTED TO HSS HANGAR, REF. ELECTRICAL2' - 4"1' - 0"1' - 0"1' - 6"3' - 6"STEEL EDGE ANGLES & BRACING; REF. STRUCTURALSTEEL CHANNEL; REF. STRUCTURALF.R.T. T&G 1 1/8" PLYWOODCATWALK #5128' - 2"STAGEAWC-2; WOOD VENEER, RIFT SAWN WHITE OAK3/4" F.R.T. PLYWOOD 6"6"1' - 1" 2' - 4" 5"3' - 10"3"ANGLE BRACING, REF. STRUCTURALPIPE HANGAR, REF. STRUCTURALSTEEL ANGLE GUARD RAILSCOORDINATE FIXTURE & EQUIPMENT LOCATIONS WITH ACOUSTIC BANNERS7' - 0" CLEAR1' - 4"DATEJOBISSUES9/18/2018 10:29:10 PMA07-00CATWALK DETAILS05.01.201817008.000009.18.2018A07-00CATWALK DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 3/4" = 1'-0"1SECTION - BB CATWALK, TYPICAL 3/4" = 1'-0"2SECTION - BB CATWALK PERIMETER 3/4" = 1'-0"3SECTION - HALL CATWALK #1 3/4" = 1'-0"4SECTION - HALL CATWALK #2 3/4" = 1'-0"8SECTION - LOADING GALLERYHALLM.P.B.B. 3/4" = 1'-0"5SECTION - HALL CATWALK #3 3/4" = 1'-0"6SECTION - HALL CATWALK #4 3/4" = 1'-0"7SECTION - HALL CATWALK #51STAGE CATWALKS REMOVED FROM PROJECT11NOTE:ALL EXPOSED METAL TO BE PAINTED PT-2; EXPOSED PLYWOOD & GYPSUM TO BE PAINTED PT-31111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 6 1/2" 11 5/8"12" GROUTED CMU, REF. STRUCTURALSTEEL COLUMN, REF. STRUCTURALACOUSTICAL SEALANT & BACKER RODACOUSTICAL SEALANT & BACKER ROD24T8H3F6-FAQ6-FAH12-DAE0-D8 1/8"1/2" 1/2"7 1/4"1' - 4 3/8"1' - 6 1/8"10EXTRUDED ALUMINUM PROSCENIUM JAMB, BLACK FINISHSTEEL COLUMN, REF. STRUCTURALTHROW WALL; WV-1, MEDIUM STAINACOUSTICAL SEALANT & BACKER RODBLACK ALUMINUM PANEL MOUNTT8H1F6-FAQ6-FAF6-FAF8-FAPROSCENIUM WALL; WV-1, DARK STAIN8 15/16" 9"2"4' - 0"1' - 6"7°11 1/2"6"1' - 4 3/8"7 1/4"1/2"1/2"8 1/8"THROW WALL RECESS; WV-1 DARK STAINTHROW WALL; WV-1 MEDIUM STAINBLACK ALUMINUM PLATE TRIM WITH JOINTS AT 48" O.C. VERTICAL, ALIGN WITH WV-1 PANEL JOINTSBLACK ALUMINUM PANEL MOUNT & CORNER TRIM83.00°THROW WALL; WV-1 MEDIUM STAINH111 1/2"6"B8-FAF8-FAF6-FAMWV-1, MEDIUM STAINRECESS; WV-1, DARK STAINBLACK ALUMINUM OUTSIDE CORNER PANEL MOUNT & TRIMWV-1, MEDIUM STAINWV-1, MEDIUM STAINBLACK ALUMINUM OUTSIDE CORNER PANEL MOUNT & TRIMSTEEL COLUMN, REF. STRUCTURALBLOCKING SHIMS AS REQUIREDH3F6-FAF6-FAB6-DAF6-DAF6-FA11 5/8" 6 1/2"ACOUSTICAL SEALANT & BACKER ROD12" GROUTED CMU, REF. STRUCTURAL8T9X1' - 6 1/8"11 5/8" 7"JMSLL133B3-DAAMP-1, 106" TALLA07-014ALIGN INFLECTION POINT WITH PANEL FINISH252421KH3H4T0F6-DAF6-DAB6-DAF6-FAF6-FAF6-FAE0-DH12-DAE0-DH12-DAF6-DAF6-FAF6-FAF6-FAF6-FAF6-FAF6-FAF3-DAB6-DAF6-FAB6-FAF6-FAF8-FA3' - 4"11"6"1' - 2 1/4"9 1/4"9' - 3"2' - 6 1/2" 3' - 3 1/2"7' - 0" 2' - 10 1/2" 10 1/2"10' - 6 1/2"11 1/4"10' - 8 1/2"4 1/4"3' - 8" 6' - 1 1/2"1' - 4"4 1/4"2' - 3 3/4"8' - 8 1/2"7 1/2"CLEAR7' - 0 1/16"4' - 0"4' - 0"4' - 0"4' - 0"7 ' - 1 0 1 /2 "HSS 2x2 FRAMING, PT-2MC 12 CHANNEL FRAMING BELOW, PT-23/4" A-GRADE PLYWOOD (BOTH FACES); PT-3ACOUSTICAL CURTAIN, REF. THEATRICALBLOCKING AS REQUIRED; PT-2ENSURE INTERIOR SURFACES ARE CLEAR OF SNAGS; ANY FASTENERS TO BE COUNTERSUNK FROM INTERIOR SIDE3/4" A-GRADE PLYWOOD (BOTH FACES); PT-3HSS HANGARS, PT-2; REF. STRUCTURALCLEAR1' - 6"CLCL4' - 9"CL1' - 11 1/2"4' - 8 1/4"CATWALK STRINGER BELOW, PT-2REF. STRUCTURALDATEJOBISSUES9/18/2018 10:29:20 PMA07-01HALL DETAILS05.01.201817008.000009.18.2018A07-01HALL DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1 1/2" = 1'-0"1PLAN DETAIL - PROSCENIUM CORNER 1 1/2" = 1'-0"2PLAN DETAIL - PROSCENIUM OPENING 1 1/2" = 1'-0"3PLAN DETAIL - THROW WALL RECESS, TYP. 1 1/2" = 1'-0"4PLAN DETAIL - PARTERRE WALL EDGE 1 1/2" = 1'-0"6PLAN DETAIL - STAGE CORNER 1/2" = 1'-0"5ENLARGED PLAN - HALL SLLHALLM.P.B.B. 1 1/2" = 1'-0"7PLAN DETAIL - ACOUSTIC CURTAIN POCKET11111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 03-TECHNICAL112' - 0"CONTROL202BR-1 SMOOTH HEADERBR-1 SPLIT-FACE STRETCHER1/8" ALUMINUM PLATE FRAME AT WINDOW OPENING, BLACK FINISH; BED IN SEALANT & MECHANICALLY FASTEN TO CMUMASONRY ANCHORS 16" O.C.STC-RATED OPERABLE WINDOWA08-1013SimCOMPOSITE SLAB FLOOR, REF. STRUCTURALSEALANT BETWEEN ALUMINUM PLATE & WINDOW FRAME11 5/8" 11"SOLID SURFACE COUNTER ON PLYWOOD SUBSTRATEALUMINUM REVEALBACKER ROD & SEALANTGYP. BOARD JAMB RETURNALUMINUM REVEALFULLY GROUTED 4" CMU2' - 9 1/2"K06-FOLLOW SPOT124' - 8"CONTROL202FOLLOW SPOT2045' - 4"8"0"1"BR-1 SMOOTH HEADERBR-1 SPLIT-FACE STRETCHER1/8" ALUMINUM PLATE FRAME AT WINDOW OPENING, BLACK FINISHSTEEL LINTELMASONRY ANCHORS 16" O.C.FULLY GROUTED 4" CMU BACKUP4 3/16" 5 1/8" 1"PROJECTOR, REF. A/VACT-1; PROVIDE ACOUSTIC INSULATION ABOVE TILESSTC-RATED PROJECTOR WINDOW ASSEMBLY, PROVIDE FRAME TO MOUNT GLASS AT ANGLE SHOWNA08-1013SimA08-1013SimA08-1013SimA08-1013SimAP-1 BEYONDCOMPOSITE SLAB FLOOR, REF. STRUCTURALSTEEL FRAMING, REF. STRUCTURAL1/8" ALUMINUM PLATE FRAME AT WINDOW OPENING, BLACK FINISHSTEEL LINTEL1/8" ALUMINUM PLATE FRAME AT WINDOW OPENING, BLACK FINISH; BED IN SEALANT & MECHANICALLY FASTEN TO CMUSTC-RATED WINDOW ASSEMBLY1/8" ALUMINUM PLATE FRAME AT WINDOW OPENING, BLACK FINISH; BED IN SEALANT & MECHANICALLY FASTEN TO CMU11"SEALANT BETWEEN ALUMINUM PLATE & WINDOW FRAMESEALANT BETWEEN ALUMINUM PLATE & WINDOW FRAME2' - 0"PROVIDE ACCESS PANEL FOR PROJECTORSEAL BRICK TO ALUMINUM PLATE, JAMBS SIMILARSEAL BRICK TO ALUMINUM PLATE, JAMBS SIMILARK1/8" ALUMINUM PLATE FRAME BLACK FINISHT.O. MASONRY130'-0"1101-MAIN100' - 0"PANEL JOINTSWV-1 PANEL, RUN GRAIN HORIZONTALLYTYP.2' - 0"T.O. WV-1, TYP.128'-0"4A07-025A07-025A07-0201-MAIN100' - 0"5"3"1/2"1"6" 11 1/2"1' - 5 1/2"BLACK ALUMINUM REVEAL & PANEL MOUNTWOOD VENEER PANEL, WV-11/2"2' - 5 1/2"1/2"2' - 6"6" 11 1/2"1' - 5 1/2"PARTITIONS AS SCHEDULEDSTRUCTURAL GRID6" 10 1/2" 1"BLACK ALUMINUM REVEAL & PANEL MOUNTWOOD VENEER PANEL, WV-1GYP. BOARD, PT-21' - 5 1/2"01-MAIN100' - 0"PANEL REVEALSPANEL JOINTSWV-1 PANEL, RUN GRAIN HORIZONTALLY2' - 0"8"8"8"T.O. WV-1, TYP.128'-0"8A07-029A07-0210A07-0201-MAIN100' - 0"5"3"6" 5 1/2"WOOD VENEER PANEL, WV-1WOOD FLOORINGBLACK ALUMINUM REVEAL & PANEL MOUNTBLACK ALUMINUM REVEAL & PANEL MOUNTWOOD VENEER PANEL, WV-1PANEL REVEAL1/2"9 1/2"1/2"9 1/2"1/2"9 1/2"1/2"2' - 6"PARTITION AS SCHEDULED6" 5 1/2"STRUCTURAL GRIDBLACK ALUMINUM REVEAL & PANEL MOUNTWOOD VENEER PANEL, WV-1WALL WASH LIGHT FIXTURE, REF. ELECTRICALGYP. BOARD, PT-2CATWALK CONNECTOR STRINGER, PT-26" 4 1/2" 1"DATEJOBISSUES9/18/2018 10:29:30 PMA07-02HALL DETAILS05.01.201817008.000009.18.2018A07-02HALL DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1 1/2" = 1'-0"1DETAIL - CONTROL ROOM WINDOW 1 1/2" = 1'-0"2SECTION - FOLLOW SPOT & PROJECTOR WINDOWS 1/2" = 1'-0"3ELEVATION - THROW WALL 1 1/2" = 1'-0"4SECTION - TYP. THROW WALL BASE 1 1/2" = 1'-0"5SECTION - TYP. THROW WALL PANEL 1 1/2" = 1'-0"6SECTION - TYP. THROW WALL MATERIAL CHANGE 1/2" = 1'-0"7ELEVATION - THROW WALL RECESS 1 1/2" = 1'-0"8SECTION - THROW WALL RECESS BASE 1 1/2" = 1'-0"9SECTION - THROW WALL RECESS PANEL 1 1/2" = 1'-0"10SECTION - THROW WALL RECESS - TOPHALLM.P.B.B.111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 4"1' - 2"1' - 0"1' - 0"TYP.4' - 0"CATWALK WALK SURFACEHSS 2x2 FRAMING; PT-23/4" PLYWOOD; PT-2PROVIDE HSS FRAMING AT 48" O.C. VERTICALLYCURTAIN TRACK, REF. STRUCTURALROOF TRUSS, REF. STRUCTURALOPEN TO HALL1' - 6"1' - 0 3/4"OPEN TO HALLO.C. TYP.4' - 0"1' - 0"1' - 0"1' - 2"PLYWOOD JOINTSMC CHANNEL FRAMING; PT-2HSS FRAMING; PT-2 1/2" = 1'-0"11DETAIL - ACOUSTIC CURTAIN POCKET - N/S 1/2" = 1'-0"12DETAIL - ACOUSTIC CURTAIN POCKET - E/W 01-MAIN100' - 0"1"1"1"3"3"1/2"VARIESWOOD VENEER PANEL, WV-1RAKED CONCRETE FLOORBLACK ALUMINUM REVEAL & PANEL MOUNT; SHIM MOUNTS DIRECTLY TO CONCRETEPANEL REVEALS, 8" O.C.CONCRETE STEM WALL, REF. STRUCTURAL5/4 S2S WHITE OAK RAILS5/4 S2S WHITE OAK SPACERS3/8" BLACK ALUMINUM RAILWHITE OAK RAIL CAP3/8" BLACK ALUMINUM POST BEYONDRAILING MOUNTS BEYONDWHITE OAK TRIMBLACK ALUMINUM KICK PLATE3"2' - 2"1 3/4"2"2 1/4"3"3/8"1 1/8"1 1/4"VARIES3' - 5 1/4"1 1/4"3' - 4 1/2"3" EQ. 3" 4" 3" EQ. 3"WOOD VENEER PANEL, WV-1BLACK ALUMINUM REVEAL & PANEL MOUNT; PANEL REVEALS, 8" O.C.5/4 S2S WHITE OAK RAILS5/4 S2S WHITE OAK SPACERS3/8" BLACK ALUMINUM RAILWHITE OAK RAIL CAP; CONTINUOUS OVER POSTS3/8" BLACK ALUMINUM POST RAILING MOUNTS; ANCHOR TO CONCRETE SLABWHITE OAK TRIMBLACK ALUMINUM KICK PLATEPAINT EXPOSED CONCRETE PT-2MECHANICALLY FASTEN RAILS TO ALUMINUM POSTS WITH COUNTERSUNK HARDWARE01-MAIN100' - 0"1/2" 3" 3" 1' - 3" 3" 1 1/2"2' - 2"7 1/2"9 1/2"11 1/2"1' - 1 1/2"1' - 3 1/2"1' - 5 1/2"1' - 7 1/2"1' - 9 1/2"01-MAIN100' - 0"00-ORCHESTRA96' - 10"STAGE EDGE LIGHTING, REF. THEATRESTAGE FLOORINGCONCRETE FOUNDATION WALL, REF. STRUCTURALCANTILEVERED SLAB, REF. STRUCTURALSTRUCTURED SLAB, REF. STRUCTURALREF. MECHANICAL FOR UNDERFLOOR AIR DISTRIBUTIONA09-036SimWV-1F3-DAWV-1BUILD OUT SPEAKER ENCLOSURE WITH MTL STUDS & BATT INSULATION, REF. A/VSTUD OUT CONCRETE WALL & UNDERSIDE OF SLAB, PROVIDE BATT INSULATIONVARIESSEGMENT WIDTH1' - 2"1' - 0"1' - 0"WOOD VENEER PANEL, WV-1WOOD FLOORINGBLACK ALUMINUM REVEAL & PANEL MOUNTPANEL REVEAL1/8" BLACK ALUMINUM CAP5/4 S2S WHITE OAK RAILS5/4 S2S WHITE OAK SPACERSWHITE OAK RAIL CAP CONTINUOUS OVER SEGMENTS3/8" BLACK ALUMINUM FRAMEMECHANICALLY FASTEN RAILS TO ALUMINUM POSTS WITH COUNTERSUNK HARDWARE3"7"2 1/2"3"EQ3"4"3"EQ3"100'-0"FINISH FLOOR101'-0"PARTERRE1" CLEAR103'-2"T.O. RAIL1' - 0" 2' - 2"STRUCTURED SLAB, REF. STRUCTURAL2A07-033' - 2"WOOD VENEER PANEL, WV-1WOOD FLOORINGBLACK ALUMINUM REVEAL & PANEL MOUNTPANEL REVEALCONCRETE PARTERRE SEATING, REF. STRUCTURAL1/8" BLACK ALUMINUM CAP5/4 S2S WHITE OAK RAILS5/4 S2S WHITE OAK SPACERSWHITE OAK RAIL CAP3/8" BLACK ALUMINUM FRAME100'-0"FINISH FLOOR101'-0"PARTERRE103'-2"T.O. RAILF.R.T. BLOCKINGSTRUCTURED SLAB & SEATING STEPS, REF. STRUCTRAL1/2"5 1/4"1/2"5 1/2"1/2"5 1/2"1/2"5 1/4"1/2"3' - 2"1' - 0" 2' - 2"1' - 2"1' - 0"1 1/2"3"1"1"1"1"1"1"1"2 1/2"2 1/4"2' - 0"3/8" BLACK ALUMINUM FRAMEWHITE OAK RAIL CAPPARTERRE STEPS; CPT-22' - 10"ALUMINUM NOSINGMATCH CHAIR AISLE POST WIDTH1' - 2"MECHANICALLY FASTEN POSTS TO STEPSTYP. RISER6"TYP. TREAD1' - 6 1/2"ELEVATED CONCRETE SLAB, REF. STRUCTURALALIGN RAIL WITH ADJACENT AUDIENCE CHAIR END POST22" MINIMUM CLEAR TO NEXT HANDRAILALIGN HANDRAIL WITH CHAIR AISLE POST3/8" BLACK ALUMINUM FRAMEWHITE OAK RAIL CAP3/8" BLACK ALUMINUM FRAME BEYONDPARTERRE STEP; CPT-2MECHANICALLY FASTEN POSTS TO STEPSELEVATED CONCRETE SLAB, REF. STRUCTURAL2' - 10"7"2 1/4"1 1/8"3/8"2' - 8 1/8"3/8"DATEJOBISSUES9/18/2018 10:29:36 PMA07-03HALL DETAILS05.01.201817008.000009.18.2018A07-03HALL DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B. 1 1/2" = 1'-0"1SECTION - VIEW RAIL 1 1/2" = 1'-0"4ELEVATION - VIEW RAIL 1 1/2" = 1'-0"7SECTION - APRON 1 1/2" = 1'-0"5ELEVATION - PARTERRE VIEW RAIL 1 1/2" = 1'-0"2SECTION - PARTERRE VIEW RAIL1 1 1/2" = 1'-0"6ELEVATION - PARTERRE HANDRAIL 1 1/2" = 1'-0"3SECTION - PARTERRE HANDRAIL1111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T G4" WIDE PLYWOOD STRIPS CUT INTO 8' LENGTHS; STAGGER JOINTSSUSPENDED FRAMING ABOVE SLATS, 24" O.C. TYP.W SA W4" TYP. 3" TYP.TYP.1' - 3 1/2" 6' - 9"TYP.1' - 3 1/2"22' - 1"9 1/4"CLCL1' - 4" 4' - 1" 1' - 4"EQ EQCL2' - 8"CLEQ EQCLEQEQ03-TECHNICAL112' - 0"LINEAR DIFFUSER, REF. MECHANICALPLYWOOD SLATS WITH WOOD VENEERWGC-1ACOUSTIC INSULATION BETWEEN SLATSHSTEEL COLUMN, REF. STRUCTURALHM-1IGUE6-FAE6-FAE6-FA8" 2' - 1"BACKER ROD & SEALANT, BOTH SIDESWOOD BASE62' - 8"G1A05-15CLCL6' - 4"HM FRAME 4"GLAZING6' - 6 1/2"HM FRAME 2"HM FRAME5"DOOR/TRANSOM6' - 8"HM FRAME2"GLAZING1' - 9"HM FRAME2"DOOR/TRANSOM6' - 8"HM FRAME5"STEEL COLUMN, REF. STRUCTURALALUMINUM-CLAD WOOD DOORS, FINISHES TO MATCH CW-1LINE OF CANOPY ABOVECW-1HM-1 WITH WOOD BASE TO MATCH CW-1WOOD DOORS, FINISH TO MATCH CW-1A07-103ALUMINUM-FRAMED SURFACE-MOUNTED ENTRANCE MAT7' - 0"6' - 8"100A100B100D100C2A07-1016' - 3"7' - 0 1/2"HM BASE TO MATCH CW-1 BASE FINISH & HEIGHTHM FRAME, PT-1GLAZING STOP, PT-11/2" TEMPERED GLASSDOOR AS SCHEDULED1/2" TEMPERED GLASSGLAZING STOP, PT-1HM FRAME, PT-12"3/4"11 1/4"1/2"4"5"BACKER ROD & SEALANT, BOTH SIDESHM BASE TO MATCH CW-1 BASE FINISH & HEIGHTCW-1 SILL BELOWCW-1 VERTICAL MULLIONIGUEXTENDED MULLION CAPDOOR AS SCHEDULEDALUMINUM-CLAD WOOD DOOR FRAME & EXTENDER01-MAIN100' - 0"1/2"3"1' - 9"3"7' - 11"1 3/4"5 1/2"1/4"8' - 8"10' - 8"1 1/2"5 1/2"1/4"SEALANT1x6 WB-1; STAIN TO MATCH CW-1WOOD MOULDING, STAIN TO MATCH CW-1HM FRAME, PT-1GLAZING STOP, PT-11/2" TEMPERED GLASS1/4" TEMPERED GLASS1/2" TEMPERED GLASS1/4" TEMPERED GLASSLAMINATED GLASS CEILINGCONTINUOUS SPACERMECHANICALLY FASTEN GLASS THRU SPACER1/2"GLAZING STOPGLAZING STOPS7 1/2"HM BASE TO MATCH CW-1 BASE FINISH & HEIGHT4"GEXTENDED VERTICAL MULLION CAP BEYONDALUMINUM GLAZING PROFILESDRIP EDGE FLASHINGSEALANTSPACERALUMINUM-CLAD WOOD FRAME & EXTENSIONSHIM AS REQUIREDSPRAY FOAM INSULATION1' - 8"VERTICAL MULLION BEYOND7 1/4"6"3 13/16"1 15/16"1"HSS 3x2ALUMINUM OUTRIGGER SUPPORTED BY CW-1 VERTICAL MULLIONSLAMINATED GLASS CEILINGWOOD MOULDING, STAIN TO MATCH CW-1BACKER ROD & SEALANT11 1/4" 3/4"GLAZING SPACERMECHANICALLY FASTEN GLASS THRU SPACERCW-1 GLUE LAMINATED TIMBER MULLIONALUMINUM-CLAD WOOD TRANSOM FRAME & GLAZING STOPIGUBACKER ROD & SEALANTALUMINUM PLATE CANOPY, SLOPE AWAY FROM BUILDING4' - 0"4' - 0"CLCLSTRUCTURAL HANGER SPACING8' - 0"3"2"3' - 0"2"3"3"2"3' - 0"2"3"9/ A07-108A07-10STEEL CHANNEL BELOW, REF STRUCTURAL; PT-2STEEL ANGLE BALUSTER; PT-21/2"Ø STEEL ROD; PT-2STEEL HANGAR, REF. STRUCTURAL; PT-2PLYWOOD WALK SURFACE BELOW; PT-2FASTEN THREADED ROD TO BALUSTER WITH HEX NUT; PT-2STEEL BALUSTER TO MATCH HANGARS; PT-2STEEL HANGAR, REF. STRUCTURAL; PT-2T003-TECHNICAL112' - 0"3' - 6"4 3/4"4"4"4"4"4"4"4"4"5 1/4"8A07-10STEEL CHANNEL, REF. STRUCTURAL; PT-2STEEL ANGLE BALUSTER; PT-21/2"Ø STEEL ROD; PT-2FASTEN THREADED ROD TO BALUSTER WITH HEX NUT; PT-2STEEL BALUSTER TO MATCH HANGARS; PT-2STEEL HANGAR, REF. STRUCTURAL; PT-23/8" STEEL PLATE; PT-2WHITE OAK GUARDRAIL CAP03-TECHNICAL112' - 0"1 1/8"3/8"3 1/4"4"4"4"4"4"4"4"4"3 1/4"STEEL CHANNEL, REF STRUCTURAL; PT-2STEEL ANGLE BALUSTER, BEYOND; PT-21/2"Ø STEEL ROD; PT-2STEEL HANGAR BEYOND, REF. STRUCTURAL; PT-23/8" STEEL PLATE; PT-22 1/4"WHITE OAK GUARDRAIL CAPPLYWOOD WALK SURFACE, REF. STRUCTURAL; PT-2STEEL BEAM, REF STRUCTURAL; PT-2W(2) LAYERS T&G PLYWOOD, REF. STRUCTURAL2x8 JOISTS, REF. STRUCTURALDOUBLE 2x8 NAILER, REF. STRUCTURALSTEEL BEAM, REF. STRUCTURALJOIST HANGAR, REF. STRUCTURALSOUND ISOLATION CLIP W/ RESILIENT CHANNEL; CLIPS @ 48" O.C., CHANNELS @ 24" O.C.FIRESTOPPING(2) LAYERS GYP. BOARDSTUD TRACKPARTITION AS SCHEDULEDPARTITION AS SCHEDULEDDEFLECTION TRACKACOUSTICAL SEALANT & BACKER ROD08-LOW PARAPET130' - 11"GJ20' - 0"6' - 8"6' - 8"6' - 8"9"CEILING BEYONDSTEEL FRAMING, REF. STRUCTURALREF. A02-06B FOR DUCT LINER EXTENTSINTERIOR PARITION, REF. PLANSTYPE 'A' ROOF ASSEMBLY1-1/2" SCH. 40 PIPE BATTEN HUNG FROM ROOF BEAM; REF. ELECTRICAL & THEATRE FOR PLUG BOX & CRP LOCATIONS24' - 0"VARIESB.O. STEEL5 1/2"8"AWC-1TECHNICAL LIGHTING STRONG POINTSTEEL HANGAR, REF. STRUCTURALTYPE 'A' ROOF1-1/2" SCH. 40 PIPE BATTEN CONNECTED TO HANGARSDATEJOBISSUES9/18/2018 10:29:47 PMA07-10LOBBY DETAILS05.01.201817008.000009.18.2018A07-10LOBBY DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"5DETAIL RCP - SLAT CEILING (WGC-1) 1/2" = 1'-0"6ELEVATION DETAIL - WG-1 1 1/2" = 1'-0"10PLAN DETAIL - M.P. INTERIOR GLAZING 1/2" = 1'-0"1ENLARGED PLAN - VESTIBULE 3" = 1'-0"3DETAIL - VESTIBULE WALL PLAN 3" = 1'-0"2DETAIL - VESTIBULE WALL SECTION 3" = 1'-0"4DETAIL - ENTRY CANOPY 1 1/2" = 1'-0"7DETAIL - WALKWAY RAILING PLAN 1 1/2" = 1'-0"9DETAIL - WALKWAY RAILING ELEVATION 1 1/2" = 1'-0"8DETAIL - WALKWAY RAILING SECTION 1" = 1'-0"11DETAIL - EQUIPMENT PLATFORM EDGEHALLM.P.B.B. 1/2" = 1'-0"12DETAIL - PIPE BATTEN AT LOBBY11 1/2" = 1'-0"13DETAIL - PIPE BATTEN AT MULTIPURPOSE1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 2A07-207/ A07-203A07-204A07-205A07-203' - 1 3/4"3' - 0"3' - 1 3/4"1' - 0"1' - 0"9' - 3 1/2"2' - 0"9/ A07-206/ A07-2001-MAIN100' - 0"SOLID SURFACE COUNTER TOPPLYWOOD REINFORCING AS NEEDEDRECESSED BASE; PT-201-MAIN100' - 0"2" 2' - 7"2' - 9"3" 3" 1' - 3" 3"1' - 9"2' - 7"2"SOLID SURFACE COUNTER TOPPLYWOOD REINFORCING AS NEEDEDRECESSED BASE; PT-201-MAIN100' - 0"3' - 5"2"3' - 7"10"2' - 7"2"2' - 9"1' - 0" 1' - 0"2' - 0"3" 1' - 6" 3"SOLID SURFACE COUNTER TOPPLYWOOD REINFORCING AS NEEDEDRECESSED BASE; PT-201-MAIN100' - 0"2A07-203A07-2010"10"10"SOLID SURFACE COUNTER TOPRECESSED BASE; PT-21/4" REVEALSWOOD VENEER PANEL, TYP.01-MAIN100' - 0"10"10"10"SOLID SURFACE COUNTER TOPPLYWOOD REINFORCING AS NEEDEDRECESSED BASE; PT-201-MAIN100' - 0"4A07-205A07-202" 3' - 5"3' - 7"3' - 1 3/4"3' - 0"3' - 1 3/4"9' - 3 1/2"3" 2' - 7 3/4"3' - 6"2' - 7 3/4" 3"SOLID SURFACE COUNTER TOPPLYWOOD REINFORCING AS NEEDEDRECESSED BASE; PT-210" 10" 10" 10"01-MAIN100' - 0"EQ EQ EQ EQ EQ6"2' - 0"2"6"6"6"6"6"DATEJOBISSUES9/18/2018 10:29:55 PMA07-20MILLWORK DETAILS05.01.201817008.000009.18.2018A07-20MILLWORK DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID3456789101. ALL MILLWORK TO CONFORM TO AWI STANDARDS, U.N.O.2. REFER TO AWI MILLWORK STANDARDS FOR DESIGN DESIGNATIONS3. SPECIALIZED MILLWORK SECTIONS ONLY ARE KEYED OR NOTED ON MILLWORK ELEVATIONS4. ALL CABINETRY AND COUNTERTOPS TO BE PLASTIC LAMINATE CLAD, U.N.O.5. PROVIDE P. LAM CLAD TRIM AND FILLER PANELS WHERE EQUIPMENT IS LOCATED WITHIN CABINET UNITS6. GLASS PANELS ARE 1/4" CLEAR TEMPERED GLAZING, U.N.O.7. PROVIDE SIDESPLASHES WHERE COUNTERTOPS ABUT WALLS AT SIDES, U.N.O.8. PROVIDE COUNTERTOP BRACE SUPPORTS AT 48" O.C. MAX. @ KNEE SPACES & LAVATORY COUNTERS, U.N.O.9. PROVIDE 2" DIA. GROMMETS AT ALL WORKSTATIONS WITH KNEE SPACES AND WHERE ACCESS TO POWER AND LOW VOLTAGE IS NEEDED10. PROVIDE BLOCKING WITHIN PARTITION FOR ALL CABINETRY ATTACHED TO WALLS11. PROVIDE BOTTOM CLOSURE FOR FILLER PANELS AT TOE SPACE & BOTTOM OF UPPER WALL CABINETS TO SEAL TIGHT12. AT THE BOTTOM OF INDIVIDUAL UPPER CABINET UNITS, ALLOW FOR CONTINUOUS RUNS OF UNDERCOUNTER LIGHTS - REF. ELECTRICAL DRAWINGS FOR LOCATIONSGENERAL MILLWORK NOTES 1" = 1'-0"1PLAN - CONSESSION 1" = 1'-0"8PLAN - TICKET COUNTER 1" = 1'-0"2SECTION - CONSESSION B 1" = 1'-0"4SECTION - TICKET COUNTER B 1" = 1'-0"5SECTION - TICKET COUNTER A 1" = 1'-0"7ELEVATION - CONSESSION WEST 1" = 1'-0"3SECTION - CONSESSION A 1" = 1'-0"9ELEVATION - TICKETING NORTHN.T.S.11TICKETING ISOMETRICN.T.S.10CONSESSIONS ISOMETRIC 1" = 1'-0"6ELEVATION - TICKETING SOUTHHALLM.P.B.B.REVISIONSATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"4" 2' - 0 1/2" 4"4' - 10"3' - 2"8' - 0"2' - 6"2' - 6"2' - 10"2' - 6"2' - 6"SS-2 COUNTER & BACKSPLASHPT-1STAINED WOOD VENEER CABINETSSTAINED WOOD VENEER CABINETSPT-1ADA KNEE CLEARANCE PANEL14A07-2101-MAIN100' - 0"4" 2' - 0 1/2" 4"2' - 10" 2' - 0"3' - 2"2' - 6"2' - 10"2' - 6"2' - 6"2' - 10"SPACE FOR UNDERCOUNTER ICE MACHINE; COORDINATE SIZE WITH SPECIFIED PRODUCTSS-2 COUNTER & BACKSPLASHPT-1STAINED WOOD VENEER CABINETSSTAINED WOOD VENEER CABINETSPT-1ADA KNEE CLEARANCE PANEL4A07-2101-MAIN100' - 0"4" 2' - 0 1/2" 4"2' - 6"2' - 6" 1' - 6 3/4"UNDERCOUNTER REFRIGERATORSS-2 COUNTER & BACKSPLASHPT-1STAINED WOOD VENEER CABINETSFAUCET AS SCHEDULEDF.R.T. PLYWOOD SUBSTRATE & BLOCKING AS REQUIREDPROVIDE INSULATED PIPESS-1 SOLID SURFACE SHELF AND COUNTERTOPREF. PLUMBING FOR FIXTURE & PIPESSS-1 BACKSPLASH CONTINUOUS BLOCKINGREMOVABLE PANEL WITH CONCEALED FASTENINGS2' - 10"2' - 3" 7"8"6" 11"9"1' - 9"2' - 2" 3/4"DATEJOBISSUES9/18/2018 10:29:59 PMA07-21MILLWORK DETAILS05.01.201817008.000009.18.2018A07-21MILLWORK DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1" = 1'-0"1ELEVATION - STUDIO 1" = 1'-0"2ELEVATION - STAGING KITCHEN 1" = 1'-0"3ELEVATION - GREEN ROOMHALLM.P.B.B.1 1 1/2" = 1'-0"4SECTION - TYPICAL SINK1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T ALIGNALIGNAGFLUSH DOORDEFULL LITE DOOR SPLIT LITE DOOR OVERHEAD ROLLINGREF. SCHED.REF. SCHED.1' - 0"6"REF. SCHED.6"6"REF. SCHED.1' - 0"8"6"3' - 7"REF. SCHED.8"8"REF. SCHED.REF. SCHED.REF. SCHED.010405iiiiivvvivvviivvvREF. SCHED.REF. SCHED.REF. SCHED.REF. SCHED.2".2'-0"REF. SCHED.2"X'-X"X'-X"2"REF. SCHED.2"X'-X"02iiiiREF. SCHED.REF. SCHED.03iiiiiiREF. SCHED.REF. SCHED.vREF. ELEVATIONS1/2"2"2"1/2"2"1/2"REF SCHED.2" HEAD1/2"1/2" 1" 1/2"1/2"2"1/2"0' - 0 1/2"0' - 0 1/2"0' - 0 1/2"0' - 0 1/2"REF. DETAILREF. DETAILREF. DETAILREF. DETAILiiiivvviREF. DETAILACOUSTICAL GASKET2"iiiREF. DETAILSTC-RATED FRAME ASSEMBLYY = 42" MIN. IF NO CLOSERY = 48" MIN. IF NO CLOSERX = 36" MIN. IF Y = 60"X = 42" MIN. IF Y = 54"Y = 42" MIN. IFNO CLOSER OR NO LATCHYXXMIN4' - 6"4' - 0"MIN4' - 0"MAX0' - 8"MAX0' - 8"MAX0' - 8"MAX0' - 8"MAX0' - 8"MAX0' - 8"NOTE: WHERE THE ADJACENT FACE OF WALL IS GREATER THAN 8" FROM FACE OF DOOR, A FORWARD APPROACH IS REQUIRED. THE REQUIRED LATCH SIDE CLEARANCE MUST MAINTAIN THE 8" MAX DEPTH FROM FACE OF WALL TO FACE OF DOOR.***MIN2' - 0"MIN2' - 0"1' - 10"YYMIN4' - 0"YX = 0" MIN. IFNO CLOSER OR NO LATCHMIN1' - 0"1' - 6"5' - 0"6 1/2"9 1/4"ALUMINUM CURTAIN WALL MULLIONALUMINUM FRAME INSERTDOOR PANEL AS SCHEDULEDSHIM INSERTBACKER ROD & SEALANTSEAL JOINT BEHIND CAP PLATE TO FLASHINGBLOCKINGSHIM AS REQUIREDBR-1 EXTERIOR WALL ASSEMBLYSELF-ADHERED FLASHING1' - 3 3/4"FLUID-APPLIED WEATHER BARRIER6 5/8" 1/2" 8 5/8"ALUMINUM CURTAIN WALL MULLIONALUMINUM FRAME INSERTDOOR PANEL AS SCHEDULEDSHIM INSERTBACKER ROD & SEALANTSEAL JOINT BEHIND CAP PLATE TO FLASHINGSHIM AS REQUIREDBLOCKINGSELF-ADHERED FLASHINGBR-1 EXTERIOR WALL ASSEMBLY1' - 3 3/4"FLUID-APPLIED WEATHER BARRIERFRAME AS SCHEDULEDANCHOR AS REQUIREDPANEL AS SCHEDULEDMETAL STUD PARTITION AS SCHEDULEDSEALANTREF. HARDWARE SCHEDULE FOR SEALSFRAME AS SCHEDULEDANCHOR AS REQUIREDPANEL AS SCHEDULEDMETAL STUD PARTITION AS SCHEDULEDSEALANTACOUSTICAL GASKETFRAME AS SCHEDULEDANCHOR AS REQUIRED; FULLY GROUT FRAMEPANEL AS SCHEDULEDCMU PARTITION AS SCHEDULEDSEALANTREF. HARDWARE SCHEDULE FOR SEALSFRAME AS SCHEDULEDANCHOR AS SPECIFIED; FULLY GROUT FRAMEPANEL AS SCHEDULEDCMU PARTITION AS SCHEDULEDSEALANTACOUSTIC GASKETSTEEL ANGLE GUIDESINSULATED STEEL COILING DOORSTEEL COLUMNSTEEL JAMB TUBESEAL JAMB TUBE TO MASONRY, TIE IN WEATHER BARRIERINTERIOR GYP. BOARDBR-1 EXTERIOR WALL ASSEMBLYDOOR PANEL AS SCHEDULEDBACKER ROD & SEALANTBACKER ROD & SEALANTANCHOR AS REQUIRED, FULLY GROUTED FRAMEBR-1 EXTERIOR WALL ASSEMBLYCW-1 GLUE LAMINATED TIMBER MULLIONSPACERSHIM AS REQUIREDSEALANTSEALANTSPRAY FOAM INSULATIONFRAME EXTENSIONIGU DOOR LITEALUMINUM-CLAD WOOD DOOR, HINGE AS SCHEDULEDSEALS AS SCHEDULEDALUMINUM-CLAD WOOD FRAME3/4"CW-1 GLUE LAMINATED TIMBER MULLIONALUMINUM GLAZING PROFILESIGU DOOR LITESEALS AS SCHEDULEDALUMINUM-CLAD WOOD DOORDRIP EDGE FLASHINGSEALANTSPACERSHIM AS REQUIREDSPRAY FOAM INSULATIONEXTERIOR STRUCTURED SLAB, REF. STRUCTURALALUMINUM SILL SET IN CONTINUOUS MASTICINTERIOR FLOOR FINISH, REF. FINISH PLANALUMINUM-CLAD WOOD DOORSWEEP/SEALS AS SCHEDULEDSEALANTMULLION CAP3/4"01-MAIN100' - 0"1"PROVIDE WARNING PAINT INDICATING CHANGE IN LEVELSEALANT1' - 8"INSULATED STEEL COILING DOORCOIL HOODSTEEL TUBE HEADERINSULATED STEEL COILING DOORSTEEL BEAMPREMANUFACTURED CANOPY, BOLT TO STEEL ANCHOR PLATESTEEL OUTRIGGERCONTINUOUS BACKER ROD & SEALANT AROUND ANCHOR PLATESTEEL SHELF ANGLETHRU WALL FLASHING W/ DRIP EDGEWEEP HOLES @ 16" O.C.TRAPEZOIDAL MORTAR NETSTEEL CLOSURE PLATESTEEL CLOSURE PLATEXMALE FRAMEANCHOR AS REQUIRED; FULLY GROUT FRAMEACOUSTIC SEALPARTITION AS SCHEDULEDSEALANTPANEL AS SCHEDULEDFEMALE FRAMEFRAME AS SCHEDULEDPANEL AS SCHEDULEDREF. HARDWARE SCHEDULE FOR SEALSIGUDATEJOBISSUES9/18/2018 10:30:09 PMA08-01DOOR & FRAME DETAILS05.01.201817008.000009.18.2018A08-01DOOR & FRAME DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910N.T.S.STANDARD PANEL TYPESN.T.S.FRAME TYPESN.T.S.0H. M. FRAME PROFILES1. REFER TO SPECIFICATIONS FOR DOOR SCHEDULE.2. DOOR SWING IS 180º.3. ADD SIGN TO READ "FIRE RISER ROOM" ON OUTSIDE TO MEET THE REQUIREMENTS OF THE FIRE MARSHALL.4. PROVIDE KNOX BOX ADJACENT TO MECHANICAL ROOM DOOR: COORDINATE LOCATION WITH FIRE MARSHALL.5. EXTERIOR SIGNS TO BE CAST ALUMINUM.DOOR COMMENTSN.T.S.00DOOR CLEARANCES IN WALLS THICKER THAN 8" 1 1/2" = 1'-0"10aDOOR JAMB - ALUMINUM CURTAINWALL 1 1 1/2" = 1'-0"10bDOOR JAMB - ALUMINUM CURTAINWALL 2 3" = 1'-0"1DOOR JAMB/HEAD IN GYP. PARTITION 3" = 1'-0"2DOOR JAMB/HEAD IN GYP. WITH GASKET 3" = 1'-0"3DOOR JAMB/HEAD IN CMU PARTITION 3" = 1'-0"4DOOR JAMB/HEAD IN CMU WITH GASKET 1 1/2" = 1'-0"12OH DOOR JAMB 1 1/2" = 1'-0"6DOOR JAMB - EXTERIOR H.M. DOOR 3" = 1'-0"8DOOR - CW-1 JAMB 3" = 1'-0"7DOOR - CW-1 HEAD/SILL 1 1/2" = 1'-0"13OH DOOR HEAD/SILL 3" = 1'-0"5DOOR HEAD/JAMB - STC RATED ASSEMBLY IN GYP. 3" = 1'-0"11DOOR HEAD/JAMB - H.M. SIDELITEHALLM.P.B.B.11111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 5A08-109A08-1012A08-1011A08-104' - 3"3' - 6"4' - 3"SLIDESLIDE8A08-1012A08-1011A08-108A08-109A08-1012' - 0"2' - 8"12A08-1011A08-109A08-107A08-10SLIDESLIDE12A08-1011A08-109A08-107A08-106' - 0" 1' - 4" 6' - 0"3' - 0"3' - 0"3' - 0"3' - 0"4' - 0"13A08-1015A08-103' - 4"2' - 0"15A08-108' - 0"5' - 4"2 3/8"1/2"7 5/8"BACKER ROD AND SEALANT, BOTH SIDESSHIM AS REQUIREDHOLLOW METAL WINDOW SYSTEM W/ CAVITY FILLED W/ ACOUSTIC FIBERINSULATED GLASS W/ LAMINATED GLASS ON INTERIOR GLAZING 11/16" 6 9/32" 11/16"BACKER ROD AND SEALANT, BOTH SIDES2 3/8"BACKER ROD AND SEALANT, BOTH SIDESSHIM AS REQUIREDHOLLOW METAL WINDOW SYSTEM W/ CAVITY FILLED W/ ACOUSTIC FIBERINSULATED GLASS W/ LAMINATED GLASS ON INTERIOR GLAZING HOLLOW METAL WINDOW SYSTEM W/ 1"X1 1/4" STEEL SUPPORT1/2" 2 3/8"11/16" 6 9/32" 11/16"7 5/8"STRUCTURAL SILICON JOINTCAVITY FILLED W/ ACOUSTIC FIBERINSULATED GLASS W/ LAMINATED GLASS ON INTERIOR GLAZING HOLLOW METAL WINDOW SYSTEM W/ 1"X1 1/4" STEEL SUPPORT7 5/8"2 3/8"BACKER ROD AND SEALANT, BOTH SIDESSHIM AS REQUIREDHOLLOW METAL WINDOW SYSTEM W/ CAVITY FILLED W/ ACOUSTIC FIBERINSULATED GLASS W/ LAMINATED GLASS ON INTERIOR GLAZING 7 5/8"1 11/32" 6 9/32"2 3/8"1/2"BACKER ROD AND SEALANT, BOTH SIDES1/2"2 3/8"BACKER ROD AND SEALANT, BOTH SIDESSHIM AS REQUIREDHOLLOW METAL WINDOW SYSTEM W/ CAVITY FILLED W/ ACOUSTIC FIBERINSULATED GLASS W/ LAMINATED GLASS ON INTERIOR GLAZING HOLLOW METAL WINDOW SYSTEM W/ 1"X1 1/4" STEEL SUPPORT1 11/32" 6 9/32"7 5/8"1/2" 2 3/8"SLIDE7 7/8"INSULATED GLASS W/ LAMINATED GLASS ON INTERIOR GLAZING INTERLOCKING METAL WINDOW FRAMEBACKER ROD AND SEALANT, BOTH SIDESSHIM AS REQUIREDHOLLOW METAL WINDOW SYSTEM W/ CAVITY FILLED W/ ACOUSTIC FIBER1/2" LAMINATED GLASS REF. SPECS FOR TYPE OF GLAZINGBACKER ROD AND SEALANT, BOTH SIDES2 1/4" 1/2"6 13/16"19/32" 1/2" 5 23/32"2 1/4"1/2"SHIM REQUIRED TO PROVIDE ANGLED GLASS AT PROJECTOR WINDOW; REF. 3/A07-10BACKER ROD AND SEALANT, BOTH SIDESSHIM AS REQUIREDHOLLOW METAL WINDOW SYSTEM W/ CAVITY FILLED W/ ACOUSTIC FIBER1/2" LAMINATED GLASS REF. SPECS FOR TYPE OF GLAZINGDATEJOBISSUES9/18/2018 10:30:16 PMA08-10ACOUSTIC WINDOWS05.01.201817008.000009.18.2018A08-10ACOUSTIC WINDOWS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/2" = 1'-0"1BLACK BOX WINDOW - CONTROL ROOM 1/2" = 1'-0"2HALL WINDOW - CONTROL ROOM 1/2" = 1'-0"3HALL WINDOW - PROJECTOR 1/2" = 1'-0"4HALL WINDOW -FOLLOW SPOT 6" = 1'-0"5DETAIL @ TYP. ACOUSTICAL WINDOW SILL/HEAD 6" = 1'-0"7DETAIL @ TYP. ACOUSTICAL WINDOW JAMB 6" = 1'-0"8DETAIL @ TYP. ACOUSTICAL WINDOW MULLION 6" = 1'-0"9DETAIL @ CONTROL ROOM WINDOW SLIDER SILL/HEAD 6" = 1'-0"11DETAIL @ CONTROL ROOM WINDOW SLIDER JAMB 6" = 1'-0"12DETAIL @ CONTROL ROOM INTERLOCK MULLION 6" = 1'-0"13DETAIL @ FOLLOW SPOT WINDOW SILL/HEAD 6" = 1'-0"15DETAIL @ FOLLOWSPOT WINDOW JAMBHALLM.P.B.B.REVISIONSATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"/2A08-112' - 4 1/2" 2' - 8" 4' - 0" 2' - 8" 1' - 4" 6' - 8" 2' - 8" 4' - 0" 2' - 8" 3' - 4" 3' - 4" 2' - 8" 4' - 0" 4' - 0"2' - 8" 4' - 8" 3' - 4" 2' - 8" 4' - 0" 2' - 8" 2' - 8" 5' - 4"1' - 4"6' - 8"2' - 8"5' - 4"8' - 8" 2' - 0" 8' - 0" 8' - 0" 2' - 0" 2' - 3"CONTINUOUS VERTICAL MULLIONS WITH EXTENDED PROFILESSG HORIZONTAL JOINTSENGINEERED PARAPET CAPSPANDREL GLAZINGFRITTED GLAZING, TYP.A08-125Typ.CONTINUOUS ANGLED MULLION WITH EXTENDED PROFILE3532302834262901-MAIN100' - 0"08-LOW PARAPET130' - 11"1A05-152A05-15CL/3A08-1148' - 8"2' - 8" 3' - 4" 4' - 8" 2' - 8" 3' - 4" 4' - 8" 6' - 0" 6' - 8" 3' - 7" 4' - 5" 4' - 5" 3' - 7" 2' - 8" 4' - 0" 10' - 8" 3' - 4" 2' - 8" 4' - 8" 8' - 8" 4' - 0"8' - 8" 2' - 0" 8' - 0" 8' - 0" 2' - 0" 2' - 3"10' - 4"1/2" 3 1/2"CONTINUOUS VERTICAL MULLIONS WITH EXTENDED PROFILESSG HORIZONTAL JOINTSENGINEERED PARAPET CAPSPANDREL GLAZINGTYPICAL CW-1 GLAZING TYPES, REF. 08 80 00A08-125Typ.WHITE ALUMINUM PLATE CANOPY ON FIN OUTRIGGERSCLAD WOOD DOORSCONTINUOUS ANGLED MULLION WITH EXTENDED PROFILE7A08-126A08-126A08-12WHITE VINYL WINDOW SIGNAGE, 4" TALL LETTERSOLD TOWN ARTS CENTER 252021111271418WHITE ALUMINUM PLATE SIGN WITH BLACK LETTERS BELOW CANOPY, OFFSET FROM CURTAIN WALL8-48-48-48-38-48-58-38-38-48-18-18-48-48-18-18-48-58-2FRITTED GLAZING01-MAIN100' - 0"08-LOW PARAPET130' - 11"GJ3A05-152' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"24' - 6 1/2"1' - 8"8 1/2" 2' - 8" 3' - 4" 11' - 1 1/2" 3' - 4" 2' - 8"8 1/2"1' - 8"CORNER MULLION CAP WITH EXTENDED PROFILECONTINUOUS VERTICAL MULLIONS WITH EXTENDED PROFILESSG HORIZONTAL JOINTSENGINEERED PARAPET CAPSPANDREL GLAZINGFRITTED GLAZING, TYP.BR-110' - 8"18' - 6 1/2"01-MAIN100' - 0"08-LOW PARAPET130' - 11"2' - 4 1/2"4' - 7 1/2"1/2"2' - 3"2' - 0"8' - 0"8' - 0"10' - 8"35CORNER MULLION CAP WITH EXTENDED PROFILECONTINUOUS VERTICAL MULLIONS WITH EXTENDED PROFILESSG HORIZONTAL JOINTSENGINEERED PARAPET CAPSPANDREL GLAZINGFRITTED GLAZING, TYP.01-MAIN100' - 0"08-LOW PARAPET130' - 11"GJH1' - 8"8 1/2"2' - 8" 3' - 4" 4' - 0 3/4" 7' - 0 3/4" 3' - 4" 2' - 8"8 1/2"1' - 8"2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"CORNER MULLION CAP WITH EXTENDED PROFILECONTINUOUS VERTICAL MULLIONS WITH EXTENDED PROFILESSG HORIZONTAL JOINTSENGINEERED PARAPET CAPSPANDREL GLAZINGFRITTED GLAZING, TYP.A08-125Typ.01-MAIN100' - 0"08-LOW PARAPET130' - 11"2' - 4 1/2"3' - 11 1/2"1/2"8' - 8" 2' - 0" 8' - 0" 8' - 0" 2' - 0" 2' - 3"CORNER MULLION CAP WITH EXTENDED PROFILECONTINUOUS VERTICAL MULLIONS WITH EXTENDED PROFILESSG HORIZONTAL JOINTSENGINEERED PARAPET CAPSPANDREL GLAZINGFRITTED GLAZING, TYP.A08-125Typ.CANOPYCLAD WOOD DOOR101-MAIN100' - 0"08-LOW PARAPET130' - 11"2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"2' - 4 1/2" 3' - 11 1/2"CORNER MULLION CAP WITH EXTENDED PROFILECONTINUOUS VERTICAL MULLIONS WITH EXTENDED PROFILESSG HORIZONTAL JOINTSENGINEERED PARAPET CAPSPANDREL GLAZINGFRITTED GLAZING, TYP.A08-125Typ.101-MAIN100' - 0"08-LOW PARAPET130' - 11"2A05-162' - 7 1/2" 4' - 8" 3' - 4" 2' - 8" 4' - 0" 4' - 0" 2' - 8" 3' - 4" 4' - 8" 2' - 7 1/2"8' - 8" 2' - 0" 8' - 0" 8' - 0" 2' - 0" 2' - 3"64201-MAIN100' - 0"BC3A05-161/2" 2' - 10 1/2" 3' - 6" 2' - 10 1/2" 1/2"9' - 4"8' - 0"2' - 0"8' - 8"8-18-18-18-18-28-18-18-28-201-MAIN100' - 0"BC8' - 0"2' - 0"8' - 8"18' - 8"9' - 4"1/2"2' - 10 1/2" 3' - 6" 2' - 10 1/2"1/2"8-28-28-28-28-28-18-18-1DATEJOBISSUES9/18/2018 10:30:27 PMA08-11CURTAIN WALLELEVATIONS05.01.201817008.000009.18.2018A08-11CURTAIN WALL ELEVATIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B. 1/4" = 1'-0"3ELEVATION - LOBBY CURTAIN WALL NORTH (B) 1/4" = 1'-0"2ELEVATION - LOBBY CURTAIN WALL NORTH (A) 1/4" = 1'-0"4ELEVATION - LOBBY CURTAIN WALL EAST 1/4" = 1'-0"5ELEVATION - LOBBY CURTAIN WALL SOUTHEAST 1/4" = 1'-0"1ELEVATION - LOBBY CURTAIN WALL WEST 1/4" = 1'-0"7ELEVATION - LOBBY CURTAIN WALL NORTHWEST 1/4" = 1'-0"6ELEVATION - LOBBY CURTAIN WALL SOUTHWEST5341267 1/4" = 1'-0"8ELEVATION - M.P. CURTAIN WALL NORTH 1/4" = 1'-0"9ELEVATION - M.P. CURTAIN WALL EAST 1/4" = 1'-0"10ELEVATION - M.P. CURTAIN WALL WEST9108111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 01-MAIN100' - 0"08-LOW PARAPET130' - 11"TR11A08-1212A08-122A05-148-18-18-28-38-38-3GLAZING TYPES, REF. 08 80 008-38-18-18-28-28-28-28-28-18-28-18-18-38-38-38-38-38-38-38-38-38-38-318' - 7"CLCLCLCL4' - 2" 2' - 0" 6' - 2 1/2" 2' - 0" 4' - 2 1/2"CLCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"01-MAIN100' - 0"08-LOW PARAPET130' - 11"11A08-1212A08-1268-48-48-48-48-48-48-18-18-18-28-28-28-28-38-38-3PROVIDE FRIT PATTERN OVER ENTIRE GLASS PANE11' - 4 1/2"CLCL3' - 11 1/2"3' - 11 1/2"3' - 5 1/2"01-MAIN100' - 0"08-LOW PARAPET130' - 11"11A08-1212A08-1226.98-38-38-38-48-48-48-48-48-48-18-18-18-28-28-28-2PROVIDE FRIT PATTERN OVER ENTIRE GLASS PANECLCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"10' - 3 1/2"CLCL2' - 4 1/2"3' - 11 1/2"3' - 11 1/2"01-MAIN100' - 0"08-LOW PARAPET130' - 11"W1A05-1411A08-1212A08-128-38-38-18-18-18-18-18-18-28-28-26' - 7 1/2"CL3' - 4" 3' - 3 1/2"CLCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"01-MAIN100' - 0"5A05-14308' - 0"2' - 8"2 1/2"1' - 8 1/2"2 1/2"5' - 8"2 1/2"2' - 8"3' - 4"2' - 8"8-18-18-18-101-MAIN100' - 0"16' - 0"2' - 8"18' - 8"2 1/2"7' - 8"2 1/2"1' - 10"2 1/2"5' - 8"2 1/2"2' - 8" 2' - 8" 2' - 8"8-18-18-18-18-18-1MULLION CAPTYPICAL GLAZING WIDTHS (CENTER OF MULLION TO CENTER OF MULLION)TRANSLUCENT WHITE FRITCLEAR GLASSFULL WIDTH FRITEL. 26'-8"EL. 18'-8"EL. 8'-8"1 1/2"2"1 1/2"2"1 1/2"2"9"1' - 4"1' - 11"HORIZONTAL MULLION OR SSGCLEAR GLASSREDUCE FRIT COVERAGE AS SHOWN FROM RIGHT-HAND MULLION; CONTINUE FRIT PATTERN UNTIL LEFT-HAND MULLIONGLASS WIDTH VARIESSEE CURTAIN WALL ELEVATIONS FOR EXTENT OF FRITGLUE LAMINATED TIMBER MULLIONEXTENDED CAP PROFILE1"IGUALUMINUM GLAZING PROFILES3"5 7/8"2"GLUE LAMINATED TIMBER MULLIONSTRUCTURAL SILICONE GLAZING1"3"IGUALUMINUM GLAZING PROFILESVARIESEXTENDED CAP PROFILE1"IGUALUMINUM MULLION & GLAZING ASSEMBLYSTEEL REINFORCING AS REQUIRED2 1/2"8"STEEL REINFORCING AS NECESSARYSTRUCTURAL SILICONE GLAZING1"IGUALUMINUM GLAZING PROFILE & MULLION8"2 1/2"01-MAIN100' - 0"08-LOW PARAPET130' - 11"Y8-38-38-48-48-48-48-18-18-18-18-28-2PROVIDE FRIT PATTERN OVER ENTIRE GLASS PANE8' - 7"CL5' - 11" 2' - 8"CLCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"01-MAIN100' - 0"08-LOW PARAPET130' - 11"Y8-38-38-48-48-48-48-48-48-48-48-58-5CLCLCLCLCL2' - 3"2' - 0"8' - 0"8' - 0"2' - 0"8' - 8"7' - 3" 1' - 4"CL2' - 8" 5' - 11"PROVIDE FRIT PATTERN OVER ENTIRE GLASS PANEDATEJOBISSUES9/18/2018 10:30:35 PMA08-12CURTAIN WALL &WINDOW ELEVATIONS05.01.201817008.000009.18.2018A08-12CURTAIN WALL & WINDOW ELEVATIONS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910HALLM.P.B.B.65 1/4" = 1'-0"1ELEVATION - STUDIO CURTAIN WALL8 91074 1/4" = 1'-0"2ELEVATION - B.O.H. ENTRY WEST - SOUTH 1/4" = 1'-0"3ELEVATION - B.O.H. ENTRY EAST - SOUTH 1/4" = 1'-0"4ELEVATION - B.O.H. CURTAIN WALL EAST 1/4" = 1'-0"8ELEVATION - OFFICE WINDOWS 1/4" = 1'-0"10ELEVATION - GREENROOM WINDOW EAST 1 1/2" = 1'-0"5GLASS FRIT PATTERN - CW-1 3" = 1'-0"6DETAIL - CW-1 VERTICAL MULLION 3" = 1'-0"7DETAIL - CW-1 HORIZONTAL MULLION 3" = 1'-0"11DETAIL - CW-2 VERTICAL MULLION 3" = 1'-0"12DETAIL - CW-2 HORIZONTAL MULLION 1/4" = 1'-0"9ELEVATION - B.O.H. ENTRY EAST - EAST 1/4" = 1'-0"13ELEVATION - B.O.H. ENTRY WEST - WEST111111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T FINISH FLOOR LEGENDCONC-1CONC-2T-1WF-2WF-1M-1CPT-1VCT-1CPT-2WF-3PLY-1WF-41DATEJOBISSUES9/18/2018 10:30:46 PMA09-00FINISH SCHEDULE,NOTES, AND LEGENDS05.01.201817008.000009.18.2018A09-00FINISH SCHEDULE, NOTES, AND LEGENDS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910FINISH KEY - BASEFinish Description Manufacturer Name Color CommentsTB-1 CERAMIC TILE BASEPROVIDE AT ALL FLOOR TILE LOCATIONSWB-1 WOOD BASEPAINTED 1"x4"; PAINT TO MATCH WALLFINISH KEY - CEILINGSFinish Description Manufacturer Name Color CommentsACT-1 ACOUSTICAL CEILING TILE ARMSTRONG CALLA 24"x24"WHITE U.N.O. SUPRAFINE 9/16" TEGULAR GRID; PROVIDE BLACK FINISH INTECHNICAL MEZZ.AWC-1 ACOUSTICAL WOOD CEILING ACGISUSPENSION SYSTEM SERIES 5STAINED PERFORATED PANEL, CONCEALED GRIDES-1 EXPOSED STRUCTUREBLACKES-2 EXPOSED STRUCTURE WITHDUCT LINERBLACK PROVIDE 2" THICK BLACK DUCT LINER INSULATION TOUNDERSIDE OF EXPOSED STRUCTURE IN REGULAR PATTERNFC-1 FABRIC WRAPPED ACOUSTICALCEILINGCONWED EUROSPAN ACOUSTICAL CEILING SYSTEM BLACK STRETCHED FABRIC ACOUSTICAL CEILINGGB-1 GYPSUM BOARD CEILINGPT-1GB-2 SOUND CONTROL CEILING KINETICS NOISE CONTROL KSCH HANGERSBLACK (2) LAYERS GYP.BD. RESILIENTLY SUSPENDED @ HALL &STAGERWC-1 REFLECTIVE ACOUSTICAL WOODCEILINGCUSTOM WOOD VENEER, STAINEDSTAINEDWC-1 T&G DECKINGSTAINED PINE; 2" NOMINAL THICKNESSWGC-1 WOOD SLAT CEILING ACGILINEAR SYSTEM OPEN SERIES 3STAINED 4" SLATS SUSPENDED ON LIGHT GAUGE CEILING TRACKFINISH KEY - FLOORSFinish Description Manufacturer Name Color CommentsCONC-1 POLISHED CONCRETENATURAL AGGREGATE LOBBY & MAIN CORRIDORSCONC-2 SEALED CONCRETENATURAL AGGREGATE BACK OF HOUSE SPACESCONC-3 COLORED CONCRETEAS NOTED ON SITE PLANCPT-1 CARPET TILE SHAW CONTRACT FLOOR ARCHITECTURE COLLECTION24"x24"CPT-2 BROADLOOM CARPET SHAW CONTRACT SHADE COLLECTIONM-1 WALK-OFF MAT CONSTRUCTION SPECIALTIES PEDIMAT M1DARK CARPETINSERTSPLY-1 PLYWOOD FLOORINGFIRE TREATEDPT-3 TYP. AT CATWALKS, UNPAINTED AT MECHANICALPLATFORMST-1 CERAMIC FLOOR TILE STONEPEAK PALAZZO UNGLAZED PORCELAIN TILE ANTIQUE COTTOVCT-1 VINYL COMPOSITION TILE ARMSTRONG EXCELON STONETEX18"x18"WF-1 STAGE SPRUNG FLOOR ROBBINS BIO-CHANNEL CLASSICBLACK PLYRON FINISHED FLOOR SURFACEWF-2 MULTIPURPOSE WOOD FLOOR CONNOR ALLIANCESTAINED WHITE OAKWF-3 SOLID WOOD FLOOR AACER FIXED SLEEPER SYSTEMSTAINED WHITE OAKWF-4 WOOD DECKINGFINISH KEY - MILLWORKFinish Description Manufacturer Name Color CommentsPL-1 PLASTIC LAMINATE WILSONART STANDARD LAMINATETYP. FOR BACK OF HOUSE MILLWORKSS-1 SOLID SURFACE DUPONT CORIANDEEP ESPRESSO CONCESSIONS, TICKETING & RESTROOMSSS-2 SOLID SURFACE DUPONT ZODIAQ QUARZSTRATUS WHITE DRESSING COUNTERTOPSWL-1 WOOD VENEER LAMINATE WILSONART STANDARD LAMINATEWOODGRAIN FINISHFINISH KEY - WALLSFinish Description Manufacturer Name Color CommentsAMP-1 METAL-WRAPPED ACOUSTICWALL PANELKINETICS NOISE CONTROL KNP PANEL, 2" PANELBLACK SLLsAP-1 ACOUSTIC PANEL KINETICS NOISE CONTROL SPORTS BOARD "CONFORM", 2" PANEL BLACKAP-2 INDUSTRIAL SOUND APSORPTIONPANELKINETICS NOISE CONTROL MODEL S4, 2" PANELBLACK MECHANICAL PLATFORMSBR-1 FIELD BRICK LAKEWOOD BRICK CO. BLACK PEARL, SMOOTH FINISHESPRESSO MODULAR; PROVIDE 4"x4"x2 3/8" SOLID SHAPES FORHEADERS; PROVIDE SPLIT FACE FOR INTERIORBR-2 ACCENT BRICK ENDICOTT BRICK CO. GRAY BLEND, SMOOTH FINISHGRAY MODULAR; PROVIDE 4"x4"x2 3/8" SOLID SHAPES FORHEADERS; PROVIDE SPLIT FACE FOR INTERIORCS-1 CAST STONE VENEERRENAISSANCELIMESTONE 4"x4"x24" TYPICAL; PROVIDE 4"x4"x24" BULLNOSE & 4"x6"x24"SLOPED SILL SHAPESCW-1 GLAZED CURTAIN WALL SYSTEM -WOODSIERRA PACIFIC ARCHITECTURAL WALL SYSTEMWHITE/STAINED WOOD LOBBY & MULTIPURPOSE; EXTENDED MULLION CAP ATVERTICALS; SSG AT HORIZONTALSCW-2 GLAZED CURTAIN WALL SYSTEM -ALUMINUMSCHUCO FW50+WHITE BACK OF HOUSEHM-1 HOLLOW METAL FRAME GLAZINGSYSTEMWHITEMP-1 METAL RAINSCREENEXTRUDED ALUMINUM PANEL WITH VERTICAL FINPT-1 PAINT SHERWIN-WILLIAMSALABASTER WHITE FLAT, TYP. GYPSUM PARTITION PAINTPT-2 PAINT PPGBREAK-THROUGH 250 INTERIORBLACK GLOSS - V70-9, TYP. FOR BLACK BOX & EXPOSED METALPT-3 PAINT PPGBREAK-THROUGH 250 INTERIORBLACK MATTE, TYP. FOR NON-METALLIC MATERIALST-1 CERAMIC WALL TILE STONEPEAK PALAZZO UNGLAZED PORCELAIN TILE ANTIQUE COTTOWG-1 ACOUSTIC WOOD GRILLES ACGIMICRO GRID SERIESSTAINED WHITE OAK, RIFT CUT VENEER, REF. DETAIL FOR SIZINGWV-1 WOOD VENEER PANELS ACGICONCERTO WALL PANELSTAINED WHITE OAK, RIFT CUT VENEER1. FINISH SCHEDULE INDICATES PREDOMINANT FINISHES PER ROOM; REFER TO FLOOR PLANS, RCP'S, & ELEVATIONS FOR ADDITIONAL INFORMATION.2. UPON COMPLETION OF THE WORK, THE GEN. CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS AND CARTONS, ETC. AS GENERATED BY FINISH MATERIALS.3. ANY SURFACE MOUNTED PLUG MOLD AND CONDUIT TO BE PAINTED TO MATCH ADJACENT WALL.4. ALL GENERAL WALL PAINT TO BE "PT-1" AND BASE "WB-1" UNLESS OTHERWISE NOTED. ONE PRIME COAT AND TWO FINISH COATS.5. CONTRACTOR SHALL INSPECT ALL SURFACES TO RECEIVE PAINTING AND CORRECT ALL DEFECTS BEFORE START OF WORK.6. CARPET INSTALLATION METHOD ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CUT AROUND ALL POWER IN FEEDS AS REQUIRED.7. ALL CARPET INSTALLATIONS TO BE APPROVED BY THE ARCHITECT. ANY DOMING, CUPPING OR EXAGGERATED SEAMS ARE UNACCEPTABLE. GC TO SUBMIT SEAMING PLAN TO ARCHITECT FOR APPROVAL.8. CARPET CONTRACTOR SHALL REMOVE ALL SPOTS AND ADHESIVE SMEARS FROM SURFACE WITH MANUFACTURER'S APPROVED CLEANING AGENT.9. RESILIENT FLOORING TILES ARE TO BE QUARTER TURN INSTALLATION METHOD U.N.O.10. ALL RESILIENT FLOORING TO BE INSTALLED AS PER THE MANUFACTURER'S SPECIFIC REQUIREMENTS.11. CONTRACTOR TO PROVIDE AND INSTALL VINYL REDUCING STRIPS TO MATCH CARPET BETWEEN THE CARPETED AND VINYL TILED AREAS. ARCHITECT TO APPROVE COLOR. JOHNSONITE OR EQUAL.12. ALL BASE ON CARPET TO BE STRAIGHT. INSTALL COVE BASE ON V.C.T.13. PAINTING CONTRACTOR TO TOUCH UP WORK AFTER ALL TRADES.14. SUPPLY 10% ATTIC STOCK OF CARPET TO RE-CARPET AT FUTURE TIME AS REQUIRED. PROVIDE BREAKOUT COST OF ATTIC STOCK.15. CONTRACTOR TO INCLUDE OVERTIME AS NECESSARY TO COMPLETE NOXIOUS WORK (FUMES) SO AS NOT TO DISRUPT OTHER TRADES/ ADJOINING OCCUPIED AREAS.16. UNDERSIDE OF CONCRETE SLAB, EXPOSED BEAMS AND COLUMNS EQUIPMENT, ELECTRIC CONDUIT AND ANY MISCELLANEOUS ITEMS ARE TO BE PROPERLY PREPARED AND PRIMED TO RECEIVE A PAINT FINISH. SEE WALL AND CEILING/SLAB LEGEND.GENERAL FINISH NOTESROOM FINISH SCHEDULERoom # Room NameFloorFinishCeilingFinishWallFinishBaseFinishComments01-MAINCIRCULATION100 LOBBY CONC-1 ES-2 PT-1 WB-1 GB-1 & WGC-1 CEILINGS SUSPENDED PER RCP; REF. A02-06B FOR EXTENT OF DUCT LINER; STRUCTURAL & MISCELLANEOUS STEEL ADJACENT TO CW-1TO BE PAINTED WHITE100A VEST CONC-1 (none) (none) (none) HM-1 INTERIOR WALLS; LAMINATED GLASS CEILING105A LIFT LOBBY CONC-2 ES-1 PT-1 WB-1105B LIFT CONC-2 ES-1 PT-1 WB-1110 LOBBY CONC-1 GB-1 PT-1 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER; STRUCTURAL & MISCELLANEOUS STEEL ADJACENT TO CW-1 TO BE PAINTED WHITE110B VEST CONC-1 (none) (none) (none) HM-1 INTERIOR WALLS; LAMINATED GLASS CEILING112 ALCOVE CONC-1 GB-1 PT-1 WB-1126 ALCOVE CONC-1 GB-1 PT-1 WB-1130 CORRIDOR CONC-1 ES-2 PT-1 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER; WC-1 UNDER WALKWAY STRUCTURE136 TECH. STAIR CPT-2 GB-2 PT-3 WB-1 REF. VERTICAL CIRCULATION PLANS FOR WALL & CEILING FINISHES137 TECH. STAIR CPT-2 GB-2 PT-3 WB-1 REF. VERTICAL CIRCULATION PLANS FOR WALL & CEILING FINISHES138 CORRIDOR CONC-1 ES-2 PT-1 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER146 CORRIDOR CONC-1 ES-2 PT-1 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER147 STAGING CONC-1 ES-2 PT-1 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER148 CORRIDOR CONC-1 ES-2 PT-1 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER; WC-1 UNDER WALKWAY STRUCTUREPERFORMANCE122 LOUNGE CPT-1 ACT-1 PT-1 WB-1123 TOILET CONC-2 GB-1 T-1 TB-1124 VANITY CONC-2 GB-1 PT-1 TB-1134 APRON WF-1 (none) (none) (none)135 STAGE WF-1 GB-2 PT-2 WB-1141 DRESSING VCT-1 ACT-1 PT-1 WB-1142 TOILET CONC-2 GB-1 T-1 TB-1143 DRESSING VCT-1 ACT-1 PT-1 WB-1144 TOILET CONC-2 GB-1 T-1 TB-1154 DRESSING VCT-1 ACT-1 PT-1 WB-1155 TOILET CONC-2 GB-1 T-1 TB-1156 DRESSING VCT-1 ACT-1 PT-1 WB-1157 TOILET CONC-2 GB-1 T-1 TB-1164 GREENROOM CPT-1 ACT-1 PT-1 WB-1PUBLIC101 PREFUNCTION CONC-1 ES-2 PT-1 WB-1 WGC-1 & GB-1 CEILINGS SUSPENDED PER RCP, REF. A02-06B FOR EXTENT OF DUCT LINER; STRUCTURAL & MISCELLANEOUS STEEL ADJACENT TO CW-1TO BE PAINTED WHITE102 PREFUNCTION CONC-1 ES-2 PT-1 WB-1 WGC-1 & GB-1 CEILINGS SUSPENDED PER RCP, REF. A02-06B FOR EXTENT OF DUCT LINER; STRUCTURAL & MISCELLANEOUS STEEL ADJACENT TO CW-1TO BE PAINTED WHITE111 MULTI-PURPOSE WF-2 AWC-1 PT-1 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER; STRUCTURAL & MISCELLANEOUS STEEL ADJACENT TO CW-1 TO BE PAINTED WHITE113 WRR CONC-1 GB-1 T-1 TB-1120 STUDIO CONC-1 ACT-1 PT-1 WB-1 REF. RCP FOR SUSPENDED CEILING125 MRR CONC-1 GB-1 T-1 TB-1131 HALL WF-3 GB-2 (none) WB-1 ACOUSTICAL REFLECTORS BELOW CATWALKS PER RCP; REF. FINISH PLANS FOR FLOORING EXTENTS132 SLL CPT-1 FC-1 PT-3 WB-1 REF. PLANS FOR AMP-1133 SLL CPT-1 FC-1 PT-3 WB-1 REF. PLANS FOR AMP-1149 BLACK BOX WF-1 ES-2 PT-2 WB-1 REF. A02-06B FOR EXTENT OF DUCT LINER, REF. ELEVATIONS FOR ACOUSTIC WALL PANELS150 SLL CPT-1 FC-1 PT-3 WB-1 REF. PLANS FOR AMP-1151 SLL CPT-1 FC-1 PT-3 WB-1 REF. PLANS FOR AMP-1152 SLL CPT-1 FC-1 PT-3 WB-1 REF. PLANS FOR AMP-1153 SLL CPT-1 FC-1 PT-3 WB-1 REF. PLANS FOR AMP-1SUPPORT103 CONCESSION CONC-1 ES-2 PT-1 WB-1 REF. RCP FOR SUSPENDED CEILING; STRUCTURAL & MISCELLANEOUS STEEL ADJACENT TO CW-1 TO BE PAINTED WHITE104 STOR CONC-2 ES-1 PT-1 WB-1106 OFFICE CPT-1 ACT-1 PT-1 WB-1107 TICKET CONC-1 GB-1 (none) WB-1108 OFFICE CPT-1 ACT-1 PT-1 WB-1114 EMERG. ELEC. CONC-2 ES-1 PT-1 WB-1115 DATA CONC-2 ES-1 PT-1 WB-1116 STAGING KITCHEN CONC-2 GB-1 PT-1 WB-1117 ELECTRICAL CONC-2 ES-1 PT-1 WB-1118 MECHANICAL CONC-2 ES-1 PT-1 WB-1119 STORAGE CONC-2 ES-1 PT-1 WB-1121 STORAGE CONC-2 ES-1 PT-1 WB-1127 STOR CONC-2 ES-1 PT-1 WB-1129 JAN CONC-2 ES-1 PT-1 WB-1136A STORAGE CONC-2 GB-1 PT-1 WB-1137A STORAGE CONC-2 GB-1 PT-1 WB-1139 STORAGE CONC-2 ES-1 PT-1 WB-1140 PIANO CONC-2 ES-1 PT-1 WB-1140B STORAGE CONC-2 ES-1 PT-1 WB-1145 STOR CONC-2 ES-1 PT-1 WB-1158A STORAGE CONC-2 ES-1 PT-1 WB-1158B UTILITY CONC-2 ES-1 PT-1 WB-1160 SHOP CONC-2 ES-1 PT-1 WB-1162 OFFICE CPT-1 ACT-1 PT-1 WB-1163 OFFICE CPT-1 ACT-1 PT-1 WB-103-TECHNICALCIRCULATION200A CATWALK CPT-1 (none) (none) (none)200B CATWALK CPT-1 (none) (none) (none)200C TECH. STAIR CPT-2 ACT-1 PT-3 (none) REF. PLAN FOR AP-1; PROVIDE BLACK ACT-1PERFORMANCE201 SLL CPT-1 ACT-1 PT-3 WB-1 REF. PLAN FOR AP-1; PROVIDE BLACK ACT-1201B AMP CONC-2 ACT-1 PT-1 WB-1 PROVIDE BLACK ACT-1202 CONTROL CPT-1 ACT-1 PT-3 WB-1 REF. PLAN FOR AP-1; PROVIDE BLACK ACT-1203 SLL CPT-1 ACT-1 PT-3 WB-1 REF. PLAN FOR AP-1; PROVIDE BLACK ACT-1203B DIMMER CONC-2 ACT-1 PT-1 WB-1 PROVIDE BLACK ACT-1204 SLL CPT-1 ACT-1 PT-3 WB-1 REF. PLAN FOR AP-1; PROVIDE BLACK ACT-1205 CONTROL CPT-1 ACT-1 PT-3 WB-1 REF. PLAN FOR AP-1; PROVIDE BLACK ACT-1206 AMP CONC-2 ACT-1 PT-1 WB-1 PROVIDE BLACK ACT-1SUPPORT210C MECH CHASE (none) GB-2 (none) (none)210D MECH CHASE (none) GB-2 (none) (none)250 EQUIPMENT PLATFORM PLY-1 ES-2 PT-1 WB-1 4" THICK DUCT LINER INSULATION ON 50% OF CEILING & WALL SURFACES251 EQUIPMENT PLATFORM PLY-1 ES-2 PT-1 WB-1 4" THICK DUCT LINER INSULATION ON 50% OF CEILING & WALL SURFACES252 EQUIPMENT PLATFORM PLY-1 ES-2 PT-1 WB-1 4" THICK DUCT LINER INSULATION ON 50% OF CEILING & WALL SURFACES06-FOLLOW SPOTPERFORMANCE204 FOLLOW SPOT CPT-1 GB-2 PT-3 WB-1 2" ACOUSTICAL PANELS ON CEILING & ALL WALLSTRANSITION SCHEDULEKEY DESCRIPTIONT2 THRESHOLD - WOOD FLOOR TO CARPETT1 THRESHOLD - WOOD FLOOR TO CONCRETEC THRESHOLD - WOOD FLOOR TO EXTERIORD WOOD FLOOR TO EXTERIOR STUDSE WOOD FLOOR TO EXTERIOR CURTAIN WALLG WOOD FLOOR TO CMUH WOOD FLOOR TO STUDI WOOD FLOOR TO HMJ WOOD FLOOR TO STAGEM WOOD FLOOR TO CARPETT4 THRESHOLD - WOOD FLOOR TO CARPETT3 THRESHOLD - WOOD FLOOR TO CARPETS CARPET TO TILEHALLM.P.B.B.11111111111111111111REVISIONS1 09.18.2018 CHANGE ORDER 01111111ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.MULTI-PURPOSE111LOBBY110VEST100ALOBBY100TICKET107OFFICE108OFFICE106BLACK BOX149STOR104LIFT105BSLL150SLL133STOR127ALCOVE126ALCOVE112LOUNGE122MRR125WRR113JAN129VANITY124STORAGE121STUDIO120STORAGE119STAGINGKITCHEN116ELECTRICAL117MECHANICAL118STORAGE139PIANO140DRESSING141TOILET144TOILET142DRESSING143STOR145CORRIDOR138OFFICE163OFFICE162GREENROOM164UTILITY158BTOILET155TOILET157DRESSING156DRESSING154SLL152SLL153SLL151SHOP160PREFUNCTION102PREFUNCTION101STAGE135CONCESSION103DATA115CORRIDOR146EMERG. ELEC.114GRAY SHADED REGION REPRESENTS EXTENT OF SLAB RECESSESJJT 2 T2T2T2T2T2T1T1T1T2T2T1T1CDDEGGGGGGGDDHHIMMLIFT SLAB RECESST4T4T4T4T4T4T4T4T3T3T3T3T3T3T3T3T3T3T3T3T3SMETAL STUD PARTITION W/ ACOUSTICAL INSULATION & 1/16" PERFORATED ALUMINUM SHEET FINISHMETAL STUD PARTITION W/ ACOUSTICAL INSULATION & PLYWOOD FINISH; PT-2T3THICKENED SLAB FOR FUTURE SCULPTURE BASE, REF. STRUCTURAL4' - 0"5' - 4"5' - 4"4' - 0"2' - 0 1/2"6' - 11 1/2"5' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"5' - 1 1/4"7' - 10"11' - 0"7' - 0"6' - 8"4' - 0"5' - 4"5' - 4"4' - 0"8' - 10" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"3' - 10"4' - 0"5' - 4"5' - 4"4' - 0"2' - 0 1/2"6' - 11 1/2"5' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"6' - 11 7/8"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"6' - 7 3/8"8' - 0"8' - 0"9' - 0" 8' - 11" 9' - 0" 8' - 11"7' - 3" 10' - 8" 10' - 8" 7' - 3" 11' - 5" 10' - 8" 8' - 0" 10' - 0"10' - 0" 8' - 0" 10' - 8" 10' - 8" 9' - 4" 9' - 4" 9' - 4" 9' - 4" 9' - 4" 10' - 7" 7' - 5 1/2"7' - 4" 8' - 0" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 7' - 4"CONC-1 SAW CUT JOINTS4' - 3 3/4"5' - 4"4' - 0"2' - 0 1/2"10' - 8"10' - 8"STORAGE158AT3STORAGE140BTOILET123STORAGE137ATECH. STAIR137TECH. STAIR136STORAGE136AAPRON134HALL131SLL132VEST110BSTAGING147CORRIDOR148CORRIDOR130LIFT LOBBY105AWV-1 THROW WALLSWV-1 THROW WALLSACOUSTICALLY DIFFUSE WALLREF. STAIR PLANS FOR ACOUSTICAL TREATMENTSCONC-2CONC-2AMP-1AMP-1AMP-1AMP-1FINISH FLOOR LEGENDCONC-1CONC-2T-1WF-2WF-1M-1CPT-1VCT-1CPT-2WF-3PLY-1WF-41GENERAL FINISH NOTES1. UPON COMPLETION OF THE WORK, THE GEN. CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS AND CARTONS, ETC. AS GENERATED BY FINISH MATERIALS.2. ANY SURFACE MOUNTED PLUG MOLD AND CONDUIT TO BE PAINTED TO MATCH ADJACENT WALL.3. ALL GENERAL WALL PAINT TO BE "P1" AND BASE "B1" UNLESS OTHERWISE NOTED. ONE PRIME COAT AND TWO FINISH COATS.4. CONTRACTOR SHALL INSPECT ALL SURFACES TO RECEIVE PAINTING AND CORRECT ALL DEFECTS BEFORE START OF WORK.5. CARPET INSTALLATION METHOD ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CUT AROUND ALL POWER IN FEEDS AS REQUIRED.6. ALL CARPET INSTALLATIONS TO BE APPROVED BY THE ARCHITECT. ANY DOMING, CUPPING OR EXAGGERATED SEAMS ARE UNACCEPTABLE. GC TO SUBMIT SEAMING PLAN TO ARCHITECT FOR APPROVAL.7. CARPET CONTRACTOR SHALL REMOVE ALL SPOTS AND ADHESIVE SMEARS FROM SURFACE WITH MANUFACTURER'S APPROVED CLEANING AGENT.8. RESILIENT FLOORING TILES ARE TO BE ROTATED INSTALLATION METHOD.9. ALL RESILIENT FLOORING TO BE INSTALLED AS PER THE MANUFACTURER'S SPECIFIC REQUIREMENTS.10. CONTRACTOR TO PROVIDE AND INSTALL VINYL REDUCING STRIPS TO MATCH CARPET BETWEEN THE CARPETED AND VINYL TILED AREAS. ARCHITECT TO APPROVE COLOR. JOHNSONITE OR EQUAL.11. ALL BASE ON CARPET TO BE STRAIGHT. INSTALL COVE BASE ON V.C.T.12. CONTRACTOR TO VERIFY STOCK OF ALL EXISTING FINISHES.13. PAINTING CONTRACTOR TO TOUCH UP WORK AFTER ALL TRADES.14. SUPPLY 10% ATTIC STOCK OF CARPET TO RE-CARPET AT FUTURE TIME AS REQUIRED. PROVIDE BREAKOUT COST OF ATTIC STOCK.15. CONTRACTOR TO INCLUDE OVERTIME AS NECESSARY TO COMPLETE NOXIOUS WORK (FUMES) SO AS NOT TO DISRUPT OTHER TRADES/ ADJOINING OCCUPIED AREAS.16. UNDERSIDE OF CONCRETE SLAB, EXPOSED BEAMS AND COLUMNS EQUIPMENT, ELECTRIC CONDUIT AND ANY MISCELLANEOUS ITEMS ARE TO BE PROPERLY PREPARED AND PRIMED TO RECEIVE A PAINT FINISH. SEE WALL AND CEILING/SLAB LEGEND.DATEJOBISSUES9/18/2018 10:31:03 PMA09-01FINISH FLOOR PLAN -MAIN LEVEL05.01.201817008.000009.18.2018A09-01FINISH FLOOR PLAN - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1FINISH FLOOR PLAN - MAIN LEVELTRANSITION SCHEDULEKEY DESCRIPTIONT2 THRESHOLD - WOOD FLOOR TO CARPETT1 THRESHOLD - WOOD FLOOR TO CONCRETEC THRESHOLD - WOOD FLOOR TO EXTERIORD WOOD FLOOR TO EXTERIOR STUDSE WOOD FLOOR TO EXTERIOR CURTAIN WALLG WOOD FLOOR TO CMUH WOOD FLOOR TO STUDI WOOD FLOOR TO HMJ WOOD FLOOR TO STAGEM WOOD FLOOR TO CARPETT4 THRESHOLD - WOOD FLOOR TO CARPETT3 THRESHOLD - WOOD FLOOR TO CARPETS CARPET TO TILEHALLM.P.B.B.11111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.FINISH FLOOR LEGENDCONC-1CONC-2T-1WF-2WF-1M-1CPT-1VCT-1CPT-2WF-3PLY-1WF-41CATWALK200ASLL204LIFT105BCONTROL205AMP206CONTROL202EQUIPMENTPLATFORM252EQUIPMENTPLATFORM251EQUIPMENTPLATFORM250CATWALK200B4" DUCT LINER ON 50% OF WALL AREAAP-1WG-14" DUCT LINER AT 50% OF WALL AREA4" DUCT LINER AT 50% OF WALL AREA4" DUCT LINER AT TOP OF WALL, REF. ELEVATIONSWV-1 THROW WALLSWV-1 THROW WALLSACOUSTICALLY DIFFUSE WALLWG-1AP-1REF. STAIR PLANS FOR ACOUSTICAL TREATMENTSSLL203DIMMER203BSLL201AMP201BAP-1TECH. STAIR200CTECH. STAIR136TECH. STAIR137AP-1FOLLOW SPOT204AP-1CONC-2DATEJOBISSUES9/18/2018 10:31:15 PMA09-02FINISH FLOOR PLAN -TECHNICAL LEVEL05.01.201817008.000009.18.2018A09-02FINISH FLOOR PLAN - TECHNICAL LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID3456789101. FINISH SCHEDULE INDICATES PREDOMINANT FINISHES PER ROOM; REFER TO FLOOR PLANS, RCP'S, & ELEVATIONS FOR ADDITIONAL INFORMATION.2. UPON COMPLETION OF THE WORK, THE GEN. CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS AND CARTONS, ETC. AS GENERATED BY FINISH MATERIALS.3. ANY SURFACE MOUNTED PLUG MOLD AND CONDUIT TO BE PAINTED TO MATCH ADJACENT WALL.4. ALL GENERAL WALL PAINT TO BE "PT-1" AND BASE "WB-1" UNLESS OTHERWISE NOTED. ONE PRIME COAT AND TWO FINISH COATS.5. CONTRACTOR SHALL INSPECT ALL SURFACES TO RECEIVE PAINTING AND CORRECT ALL DEFECTS BEFORE START OF WORK.6. CARPET INSTALLATION METHOD ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CUT AROUND ALL POWER IN FEEDS AS REQUIRED.7. ALL CARPET INSTALLATIONS TO BE APPROVED BY THE ARCHITECT. ANY DOMING, CUPPING OR EXAGGERATED SEAMS ARE UNACCEPTABLE. GC TO SUBMIT SEAMING PLAN TO ARCHITECT FOR APPROVAL.8. CARPET CONTRACTOR SHALL REMOVE ALL SPOTS AND ADHESIVE SMEARS FROM SURFACE WITH MANUFACTURER'S APPROVED CLEANING AGENT.9. RESILIENT FLOORING TILES ARE TO BE QUARTER TURN INSTALLATION METHOD U.N.O.10. ALL RESILIENT FLOORING TO BE INSTALLED AS PER THE MANUFACTURER'S SPECIFIC REQUIREMENTS.11. CONTRACTOR TO PROVIDE AND INSTALL VINYL REDUCING STRIPS TO MATCH CARPET BETWEEN THE CARPETED AND VINYL TILED AREAS. ARCHITECT TO APPROVE COLOR. JOHNSONITE OR EQUAL.12. ALL BASE ON CARPET TO BE STRAIGHT. INSTALL COVE BASE ON V.C.T.13. PAINTING CONTRACTOR TO TOUCH UP WORK AFTER ALL TRADES.14. SUPPLY 10% ATTIC STOCK OF CARPET TO RE-CARPET AT FUTURE TIME AS REQUIRED. PROVIDE BREAKOUT COST OF ATTIC STOCK.15. CONTRACTOR TO INCLUDE OVERTIME AS NECESSARY TO COMPLETE NOXIOUS WORK (FUMES) SO AS NOT TO DISRUPT OTHER TRADES/ ADJOINING OCCUPIED AREAS.16. UNDERSIDE OF CONCRETE SLAB, EXPOSED BEAMS AND COLUMNS EQUIPMENT, ELECTRIC CONDUIT AND ANY MISCELLANEOUS ITEMS ARE TO BE PROPERLY PREPARED AND PRIMED TO RECEIVE A PAINT FINISH. SEE WALL AND CEILING/SLAB LEGEND.GENERAL FINISH NOTES 1/8" = 1'-0"1FINISH PLAN - TECHNICAL LEVELTRANSITION SCHEDULEKEY DESCRIPTIONT2 THRESHOLD - WOOD FLOOR TO CARPETT1 THRESHOLD - WOOD FLOOR TO CONCRETEC THRESHOLD - WOOD FLOOR TO EXTERIORD WOOD FLOOR TO EXTERIOR STUDSE WOOD FLOOR TO EXTERIOR CURTAIN WALLG WOOD FLOOR TO CMUH WOOD FLOOR TO STUDI WOOD FLOOR TO HMJ WOOD FLOOR TO STAGEM WOOD FLOOR TO CARPETT4 THRESHOLD - WOOD FLOOR TO CARPETT3 THRESHOLD - WOOD FLOOR TO CARPETS CARPET TO TILE 1/8" = 1'-0"2FINISH PLAN - FOLLOW SPOTHALLM.P.B.B.11REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T ALIGNALIGNALIGNALIGNSTUD PARTITION AS SCHEDULEDCONCRETE SLAB;REF. STRUCTURALPLYWOOD SUB FLOORCORK EXPANSION STRIP1 X 6 WOOD BASE, PRIME AND PAINT TO MATCH WALL 3 1/8"CONTINUOUS ACOUSTIC SEAL B/T GYP. BOARD, STUD TRACK, & CONCRETE 01-MAIN100'-0"1/2"SEALANTRESILIENT SLEEPER SYSTEM (WD-3 DIMENSIONAL LUMBER SLEEPERS)3/4" HARDWOOD FINISH (WD-1 STAGE FLOOR PLYRON FINISH)CMU AS SCHEDULED, REF. STRUCTURALCORK EXPANSION STRIP3" STEEL ANGLE, PRIME AND PAINT PT-2; MITER AT ALL CORNERS; ATTACH TO WALL ONLYEXPANSION ANCHORS1/2"3 1/8"CONCRETE SLAB;REF. STRUCTURALPLYWOOD SUB FLOORRESILIENT SLEEPER SYSTEM (WD-3 DIMENSIONAL LUMBER SLEEPERS)3/4" HARDWOOD FINISH (WD-1 STAGE FLOOR PLYRON FINISH)SEAL ANGLE TO FLOORING1/8"01-MAIN100'-0"CONCRETE SLAB;REF. STRUCTURALPLYWOOD SUB FLOORCORK EXPANSION STRIP3 1/8"01-MAIN100'-0"1/2"1/4" ALUMINUM TRANSITION PLATE1/8"4"TRANSITION STRIP (OMIT IF TRANSITIONING TO CONCRETE)CARPET AS SCHEDULED1/4"RESILIENT SLEEPER SYSTEM (WD-3 DIMENSIONAL LUMBER SLEEPERS)3/4" HARDWOOD FINISH (WD-1 STAGE FLOOR PLYRON FINISH)HOLLOW METAL GLAZING ASSEMBLY CONCRETE SLAB;REF. STRUCTURALPLYWOOD SUB FLOORCORK EXPANSION STRIP1 X 6 WOOD BASE, PRIME AND PAINT TO MATCH WALL 3 1/8"CONTINUOUS ACOUSTIC SEAL B/T GYP. BOARD, STUD TRACK, & CONCRETE 01-MAIN100'-0"1/2"SEALANTRESILIENT SLEEPER SYSTEM (WD-3 DIMENSIONAL LUMBER SLEEPERS)3/4" HARDWOOD FINISH (WD-1 STAGE FLOOR PLYRON FINISH)1/2"CONCRETE SLAB;REF. STRUCTURALPLYWOOD SUB FLOORDIMENSIONAL LUMBER SLEEPERCORK EXPANSION STRIPWD-3 3/4" HARDWOOD FINISHALUMINUM TRANSITION STRIPRESILIENT SLEEPER SYSTEM3 1/8"WD-1 3/4" HARDWOOD WITH PLYRON FINISHPLYWOOD SUB FLOOR01-MAIN100'-0"1/8"4"1/8"WHITE OAK TRIMCANTILEVERED CONCRETE SLABPLYWOOD SUB FLOORWD-1 PLYRON @ APRON; WD-3 HARDWOOD FINISH @ ORCHESTRA SIDERESILIENT SLEEPER SYSTEMFLOOR BLOCKINGCORK EXPANSION STRIPWV-1 PANELF3-DA PARTITION @ APRON; CONCRETE TURN-DOWN @ ORCHESTRA SIDE01-MAIN100'-0"CONCRETE SLAB;REF. STRUCTURALCONCRETE FINISH AS SCHEDULED01-MAIN100'-0"ANGLED TRANSITION STRIPCARPET AS SCHEDULED1/4"DATEJOBISSUES9/18/2018 10:31:21 PMA09-03FLOOR TRANSITIONDETAILS05.01.201817008.000009.18.2018A09-03FLOOR TRANSITION DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 3" = 1'-0"1A - WOOD FLOOR TO STUD WALL 3" = 1'-0"2B - WOOD FLOOR TO CMU WALL 3" = 1'-0"3C - WOOD FLOOR EDGE 3" = 1'-0"4D - WOOD FLOOR TO HOLLOW METAL 3" = 1'-0"5E - WOOD FLOOR TO STAGE FLOOR 3" = 1'-0"6L - WOOD FLOOR AT ORCHESTRA EDGE 3" = 1'-0"7F - CONCRETE TO CARPETHALLM.P.B.B.1REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T 8' - 0"6"7' - 6"OLD TOWN ARTS CENTERBLACK BOX THEATRE8"5' - 4"2"8"1' - 4"5' - 4"2"8"TYPE C-1TYPE C-2TYPE C-31' - 4"TYPE C-45' - 4"2"8"CAUTION3 POINT CONTACTWHILE CLIMBING LADDERSTWO HANDS AND ONE FOOTOR TWO FEET AND ONE HANDCAUTIONFACE LADDER WHEN DESCENDINGTYPE D-1TYPE D-21' - 4"CAUTIONUNEVEN FLOOR SURFACESTYPE D-3WATCH YOUR STEPPARTITION AS SCHEDULEDANCHOR TO PARTITION AS REQUIRED3/8" ACRYLIC BACK PANEL BLACK PAINTED BACK & SIDES1/8" ALUMINUM SIGN PANEL; BLACK PAINTED BACKGROUND WITH RAISED TEXT/SYMBOLS IN BRUSHED ALUMINUM FINISH1/4" SPACER, BLACK PAINTEDADHERE ALUMINUM PLATE TO ACRYLIC BACKER WITH DOUBLE-SIDED MOUNTING TAPE & SILASTIC ADHESIVEPROVIDE FLUSH, TAMPER-RESISTANT MECHANICAL FASTENERS; FINISH TO MATCH SIGN FACE MOUNT ACRYLIC BACKER TO WALL WITH COUNTERSUNK MECHANICAL FASTENERSVARIES1/8" ALUMINUM SIGN PANEL; BLACK PAINTED BACKGROUND & SIDESRAISED SYMBOL (WHERE NOTED); BRUSHED ALUMINUM FINISHADA COMPLIANT RAISED LETTERING; BRUSHED ALUMINUM FINISH; FONT: ARIAL BLACK1/2"5/8"3/8"5/8"1" 6" 1"ADA COMPLIANT GRADE 2 BRAILLE; FINISH TO MATCH PANEL BACKGROUND1/2"1/2"TAMPER-RESISTANT MECHANICAL FASTENERS; FINISH TO MATCH PANEL BACKGROUNDDATEJOBISSUES9/18/2018 10:31:25 PMA09-10SIGNAGE TYPES,NOTES, & DETAILS04/24/1817008.000009.18.2018A09-10SIGNAGE TYPES, NOTES, & DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1" = 1'-0"1SIGN TYPE 'A' 1" = 1'-0"2SIGN TYPE 'B' 1" = 1'-0"3SIGN TYPE 'C' 1" = 1'-0"4SIGN TYPE 'D' 3" = 1'-0"5TYPICAL SIGN SECTION 3" = 1'-0"6TYPICAL SIGN ELEVATIONNOTE:ROOM NAMES & NUMBERS INDICATED ON THE DRAWINGS ARE FOR REFERENCE & ARE NOT FINAL. ROOM NUMBERS TO BE REVIEWED & APPROVED BY THE A.H.J. & OWNER.HALLM.P.B.B.REVISIONSATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.F.E.C.MULTI-PURPOSE111LOBBY100VEST100AOFFICE106OFFICE108WRR113JAN129MRR125SLL150LIFT105BSTOR104SLL151BLACK BOX149TICKET107STAGINGKITCHEN116ELECTRICAL117STORAGE119STAGE135APRON134SLL133DRESSING156SLL153DRESSING154ALCOVE112LOBBY110SLL152ALCOVE126STOR127TOILET157UTILITY158BTOILET155DRESSING141TOILET142DRESSING143MECHANICAL118STORAGE139PIANO140STOR145TOILET144VANITY124STORAGE121STUDIO120LOUNGE122CORRIDOR138CORRIDOR146PREFUNCTION102CONCESSION103SHOP160OFFICE162GREENROOM164OFFICE163PREFUNCTION101DATA115VEST110BEMERG. ELEC.114LIFT LOBBY105ASTORAGE158AAAAAAAAC-2C-1BBBBBBBC-4BAABBABBBABC-4BBBBC-3C-3C-3C-3C-3BBBBBBD-1D-1C-4C-4BBBBBBBBTOILET123110B110A111B111C159129127125113132A133A132B133B135A135B119121145141143139140140B163162164153A153B156158B158A154152A152B150B151B151A100C100D100B146130118117135D135E111A108106150A105104136A136135C160A155157122123120A137137A114115116142144160B120B138A138B100ASTORAGE137ATECH. STAIR137TECH. STAIR136STORAGE136ASTAGING147CORRIDOR148CORRIDOR130STORAGE140BHALL131SLL132DATEJOBISSUES9/18/2018 10:31:35 PMA09-11SIGNAGE PLAN - MAINLEVEL05.01.201817008.000009.18.2018A09-11SIGNAGE PLAN - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1SIGNAGE PLAN - MAIN LEVELHALLM.P.B.B.111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T F.E.C.F.E.C.F.E.C.EQUIPMENTPLATFORM250CONTROL202CATWALK200ACONTROL205AMP206EQUIPMENTPLATFORM252EQUIPMENTPLATFORM251SLL204STAGE135A03-021A03-091CATWALK200B201202LIFT105BC-4C-4BBD-1BBBBBD-1D-2D-2BBBC-4BBAMP201BSLL201DIMMER203BSLL203201B201A251HALL131250201C203B203204205206200A200C200BTECH. STAIR137TECH. STAIR136TECH. STAIR200CSTOR145SHOP160BDATEJOBISSUES9/18/2018 10:31:44 PMA09-12SIGNAGE PLAN -TECHNICAL MEZZ.05.01.201817008.000009.18.2018A09-12SIGNAGE PLAN - TECHNICAL MEZZ.2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1SIGNAGE PLAN - TECHNICAL MEZZ.HALLM.P.B.B.11111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T D-1FOLLOW SPOT204B.B. CATWALKA09-132D-2C-4204TECH. STAIR200CSTAGE135TECH. STAIR137TECH. STAIR136CATWALK #1CATWALK #2D-1A09-133BBCLOADING GALLERYD-2C4D-3BBC3ATECH. STAIR137CONNECTORTECH. STAIR136C3BCONNECTORD-2D-3BDATEJOBISSUES9/18/2018 10:31:57 PMA09-13SIGNAGE PLAN -CATWALKS04/24/1817008.000009.18.2018A09-13SIGNAGE PLAN - CATWALKS2 09.18.2018 ISSUE FOR CONSTRUCTION1 05.01.2018 ISSUE FOR BID345678910 1/8" = 1'-0"1SIGNAGE PLAN - CATWALKS 1/8" = 1'-0"2SIGNAGE PLAN - TECH STAIR WESTHALLM.P.B.B. 1/8" = 1'-0"3SIGNAGE PLAN - TECH STAIR EAST111111REVISIONS1 09.18.2018 CHANGE ORDER 01ATTS XETEFOSAM ARY K. H AR T 1 8673REGISTERED ARCHIT E C T L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-01 GENERAL NOTES 09/05/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID SECTION 1 - GENERAL INFORMATION AND DESIGN CRITERIA SECTION 1.1 - DOCUMENTS 1.1.1 Structural Drawings are not stand-alone documents. They are augmented by technical specifications and must be coordinated with Architectural, Civil and Mechanical/Electrical/Plumbing/ HVAC documents. 1.1.2 General Notes and Typical Details apply generally throughout the project wherever conditions similar to those depicted exist and are not necessarily referenced specifically in the documents. 1.1.3 Structural documents are protected by U.S.A. Copyright Laws, and shall not be used for any purpose other than construction of the building described in the Architectural documents and at the geographic location shown. The structural design described in these documents is not valid for any other purpose, use or location. 1.1.4 The Geotechnical Report referenced herein is not part of the Structural Documents, however, a copy should be obtained for reference during installation of foundations and subgrade preparation. COORDINATION 1.1.5 Contractor is responsible for coordinating Structural Documents with other trades and disciplines including; architectural, civil, mechanical, electrical, HVAC and fire protection. Some requirements are not known prior to issue and may change as layout and fabrication drawings are developed. Promptly report deviations and interferences with structural components for resolution by the Engineer. 1.1.6 Contractor shall verify dimensional location and depth of slab recesses and offsets with Architectural Drawings. 1.1.7 Contractor shall verify weights, location and details of structurally supported mechanical equipment prior to construction of the supporting structure. Report deviations from assumed conditions to the Engineer prior to fabricating materials. 1.1.8 Contractor shall verify size, location and detail of roof openings and curbs for mechanical equipment prior to fabricating materials. Report deviations from assumed conditions to the Engineer before proceeding with work. 1.1.9 Contractor shall verify size and location of floor and roof penetrations shown on structural drawings with other disciplines. Submit for approval a composite drawing showing all proposed openings and sleeves through structural members for engineering review prior to or simultaneous with shop drawings for affected framing. 1.1.10 Contractor shall verify elevator pit dimensions and depth, elevator shaft floor opening dimensions, over-run clearance requirements at top of shaft, and penthouse dimensions with requirements of purchased equipment. Promptly report discrepancies to Architect for resolution prior to construction. 1.1.11 Do not scale plans, details and sections for quantity, length or fit of materials. REFERENCE ELEVATIONS 1.1.12 Heights of floor and roof decks and various framing components are given on the drawings relative to a reference elevation of 100'-0". This reference elevation is equal to the Mean Sea Level Elevation noted as Finish Floor in Civil drawings. TEMPORARY BRACING 1.1.13 Structural systems are designed for in-place conditions only. Contractor shall provide temporary bracing of structural components (including but not limited to beams, purlins, joists, columns, trusses, tees, double tees, walls, wall panels, basement walls and structural frame) for conditions that will exist during construction and to meet all regulatory requirements for safety of workmen. 1.1.14 Backfilling of basement walls shall not commence until intersecting floor or roof structures are in place and have attained design strength. 1.1.15 Temporary frame bracing shall remain until installation of permanent structural bracing elements, member connections and floor or roof diaphragms are complete. SECTION 1.2 - CODES AND STANDARDS 1.2.1 Building Code of jurisdiction : 2015 International Building Code 1.2.2 Structural Concrete Code -American Concrete Institute (ACI) 318 1.2.3 Structural Masonry Code - The Masonry Society (TMS) 402 1.2.4 Structural Steel Code - American Institute of Steel Construction (AISC) 360 SPECIAL INSPECTIONS 1.2.5 See Statement of Special Inspections for minimum special inspections and testing per the Building Code. 1.2.6 See Technical Specifications for other materials testing and inspection requirements. SECTION 1.3 -DESIGN CRITERIA 1.3.1 Live Loads Assembly, Fixed Seats 60 psf Assembly, Aisles & Lobbies 100 psf Assembly, Stage floors 150 psf Basement Walls, Surcharge 100 psf Catwalks 40 psf (1) Mech Equipment Platform 150 psf (1) Minimum Soil-Supported Floor 100 psf Typical Roof 20 psf Notes: (1) Minimum load, or weight of equipment (the heavier) (2) Live loads have been reduced in accordance with provisions of the Building Code for all applicable members. 1.3.2 Roof Snow Loads Ground Snow Load 5 psf 1.3.3 Dead Loads Structurally Supported Floor Flooring 3 psf Floor Collateral 5 psf (1) Below Hall Seating Sprinklers 3 psf (3) Roof Ceilings 3 psf Roof Collateral 5 psf (1) Roof Insulation 2 psf Roof Sprinklers 3 psf (3) Roofing System 10 psf (2) Notes: (1) Collateral loads include; lighting, ductwork, miscellaneous framing. (2) Roofing system weight is the maximum unit weight of roofing materials and ballast (where applicable) for which the roof structure is designed. (3) Sprinkler loads are for distribution lines and heads, exclusive of mains, which are included separately as concentrated dead loads. 1.3.4 Wind Loads Wind Risk Category III Ultimate Design Wind Speed (Vult) 120 mph Nominal Design Wind Speed (Vasd) 93 mph Wind Exposure Classification C Internal Pressure Coefficient +/-0.18 1.3.5 Seismic Loads Seismic Risk Category III Seismic Importance Factor 1.25 Site Class C Mapped Spectral Acceleration, Ss 0.099g Mapped Spectral Acceleration, S1 0.052g Spectral Response Coeff, Sds 0.079g Spectral Response Coeff, Sd1 0.059g Seismic Design Category 'A' Min Response Modification Factor, R 3 Steel Systems Not Specifically Detailed for Seismic Resistance Seismic Response Coeff, Cs 0.01 in accordance with ASCE 7-10 1.4 & 11.7 Analysis Procedure Used: Equivalent Lateral Force Method 1.3.6 Concentrated Loads Location Load-pounds Area Note Metal Roof Deck 250 1 sq.ft. Concrete Roof System 2000 6.25 sq.ft. (2) Roof Joists 250 (3) Roof Joists at Mech Zone 500 Roof Opng Support Frames 500 6.25 sq.ft. Stair Treads 300 4 sq.in. Notes: (1) Concentrated loads apply to any location on supporting structure, separately from (not in addition to) uniform live loads, except as noted otherwise. (2) Applies to each structural component individually. (3) Load applied at any panel point along top or bottom chord. 1.3.7 Mechanical Units - Assumed weights and locations of roof-supported mechanical equipment are indicated on Roof Framing Plan. Notify Engineer of deviations in weight, location or detail prior to fabrication of materials. 1.3.8 Pedestrian Guardrail - 50 lb/ft horizontal and vertical, or 200 lb concentrated at top, any direction. SECTION 2 - FOUNDATIONS AND RELATED EARTHWORK GEOTECHNICAL REPORT 2.1 Design of foundations and structural components in contact with soil is based on the recommendations given in the following: Report by : Alpha Testing, Inc. Date of Report : January 19, 2017 Report Number : G170027 2.2 Refer to the soil report for subsoil conditions that may be encountered in the installation of foundations, and other information relevant to foundations and site preparation. SOIL IMPROVEMENT UNDER BUILDING SLABS 2.3 Design of soil-supported building slabs is based on a range of soil movement of approximately one inch, based on the recommendations of Geotechnical Report. 2.4 Refer to Specifications for soil stabilization under soil-supported building slabs. SUBGRADE UNDER BASEMENT SLAB (PERFORMANCE HALL DANCE LEVEL) 2.5 Basement slabs shall be placed on coarse aggregate drainage fill, minimum of 12 inches thick, consisting of coarse graded crushed rock to 1 1/2-inch size conforming to ASTM C33, over a sub-floor drainage system, as recommended in the Geotechnical Report. 2.6 Basement slabs to be waterproofed shall be placed over 2-inch thick un-reinforced concrete work slab (2000 psi strength, 3 sk/cy cement). STRAIGHT SHAFT PIERS 2.8 Design Criteria: Bearing Stratum : Gray Shale Top of Stratum Elevation : 35 ft below finish floor (for Bidding Purposes Only) Allowable End Bearing : 20,000 psf Positive Side Friction : 2,600 psf Upheaval Side Friction : 2,000 psf Upheaval Design Depth : 12 ft Negative Side Friction : 2,200 psf 2.9 Pier depths indicated are for bidding purposes only. Actual pier depths may vary depending on depth to bearing stratum. 2.10 Steel dowels at tops of piers or footings shall extend 30 bar diameters above and below top of pier unless noted otherwise (noted as "LAP" on Typical Details). 2.11 Top of pier elevations given are relative to reference elevation 100'-0". 2.12 Overpour at tops of piers ("mushrooms") shall be removed to the required pier diameter. BASEMENT AND EARTH RETAINING WALLS 2.13 Design of earth-retaining walls is based on equivalent hydrostatic pressure of 53 pounds per cubic foot as recommended in soil report, based on the following: a. Free-draining granular soil backfill b. Perimeter drain c. Drainage mat against wall 2.14 Do not backfill basement walls until lateral bracing structures at top and bottom of each wall between floors are constructed and have attained specified design strength. SECTION 3 -STRUCTURAL CONCRETE SECTION 3.1 - CONCRETE FORMS 3.1.1 Formed Voids -Provide retained void spaces between bottom of structural members and subgrade as follows: Grade Beams 12 inches Structural Slabs 12 inches Basement Walls 8 inches 3.1.2 Grade Beams - shall be formed both sides unless specifically shown or noted otherwise in the details. SECTION 3.2 - STEEL REINFORCING STEEL REINFORCING 3.2.1 All bars shall be deformed in accordance with ASTM A615. Reinforcing indicated to be welded shall conform to ASTM A706. 3.2.2 Strength of bars shall be as follows: All Bars Grade 60 SPLICING OF REINFORCING BARS 3.2.3 Top bars shall be spliced at midspan between supports, unless noted otherwise. 3.2.4 Middle bars shall be spliced at supports, unless noted otherwise. 3.2.5 Bottom bars shall be spliced at supports, unless noted otherwise. 3.2.6 Vertical bars in walls shall be spliced at top of concrete above floors, unless noted otherwise. LAPPED SPLICE LENGTHS 3.2.7 Lap reinforcing 30 bar diameters at splices unless noted or detailed otherwise. 3.2.8 Tension splice lengths shall be calculated in accordance with ACI 318. Use Class "B" splices unless noted otherwise 3.2.9 Welded wire fabric splice length (overlap), measured between outermost cross wires of each fabric sheet, shall be at least one spacing of cross wires plus 2 inches, but in no case less than 6 inches. CONCRETE COVER TO REINFORCING 3.2.10 Clearance from face of concrete to face of reinforcing: Piers 3" Grade Beams 1-1/2" top, 2" sides, 3" bottom Structural Beams 1-1/2" Structural Slabs 3/4" interior, 1 1/2" exterior exposure Basement Walls 1" inside face, 2" outside face PLACEMENT OF REINFORCING 3.2.11 Offsets in reinforcing bars shall be bent at a ratio of 1 (normal to bar axis) to 6 (parallel to bar axis). 3.2.12 Provide corner bars at intersections of beams and walls in accordance with Typical Details. 3.2.13 Provide dowels from grade beams or foundation equal in size and spacing to vertical bars in walls or pilasters and extend one splice length above and below joint line, unless noted otherwise. 3.2.14 Start stirrup spacing in beams 2 inches outside of face of supports. 3.2.15 Place first bar of slab reinforcing parallel to side 2 inches from a free edge or half of required bar spacing from face of edge beam. 3.2.16 Single layer reinforcing in walls shall be placed at center of walls unless noted otherwise. 3.2.17 Place welded wire reinforcing in toppings or in slabs poured on metal deck at center of slab unless noted otherwise. SECTION 3.3 - CONCRETE MIX DESIGNS 3.3.1 Concrete Mix Schedule: a) "HRC" refers to hardrock concrete having air dry unit weight of approximately 145 PCF. b) Where w/c ratio is not indicated in the Concrete Mix Schedule, it shall be as necessary to meet strength requirements. c) Where the w/c ratio is shown, it shall be adhered to regardless of strength requirements. d) "Strength" is required compressive cylinder strength at an age of 28 days. --------------------------------------------------------- Conc. Strength Agg. Agg. Slump Max Class psi Type Size Inches w/c Notes --------------------------------------------------------- A 3000 HRC 1-1/2" 5-7 ---- B 3000 HRC 1" 3-5 ---- C 3500 HRC 1" 3-5 0.45 D 4000 HRC 1" 3-5 0.45 E 3500 HRC 3/4 3-5 0.45 3.3.3 Mix Usage Schedule: --------------------------------------------------------- Concrete Air Description of Use Class Content --------------------------------------------------------- Drilled Piers A ------ Grade Beams B 3-6% Interior Slab-on-Grade C ------ Exterior Slab-on-Voids D ------ Slab on Composite Metal Deck E ------ Structural Beams and Slab D ------ Housekeeping Pads E ------ Slab on Geofoam E ------ SECTION 3.7 -CONCRETE SLABS 3.7.1 Slabs Placed on Grade Location Thickness Reinforcing --------------------------------------------------------- All, UNO 5 inches #3 @ 18 EW Stage 6 inches #4 @ 12 EW a) Provide construction joints in slabs where indicated on Plans. Allow minimum of 4 days interval between placing adjacent sections of slab. 3.7.2 Saw Joints for Slabs Placed on Grade Saw joint layout plan shall be submitted for approval prior to placing concrete slab. Layout of the saw joints shall be based on the following: a) A maximum center to center spacing of saw joints in both directions of 12 feet. b) Saw joints shall be located on column grid lines whenever possible. c) Saw joints shall be located at each interior corner of the building. d) The ratio of saw joints spacing in each direction shall not exceed 1.5 to 1. Example: with saw joints in the N-S direction spaced at 8'-0" on center the E-W direction shall be spaced at a maximum of 12'-0" and a minimum of 5'-4" on center. 3.7.3 Slabs on Composite Metal Deck Composite Slab Schedule: Type Overall Typ Slab Notes/ Mark T-inches Reinf Addnl Top Reinf ---------------------------------------------------------- CA 6.5 6x6-W2.1xW2.1 #4(6-0)@12 over girders CB 7.0 6x6-W2.1xW2.1 #4(6-0)@12 over girders CC 7.5 6x6-W2.1xW2.1 #4(6-0)@12 over girders "Girders" refers to interior beams oriented parallel to deck. Slab types correspond to deck type (see Composite Metal Deck). Locate Typ Slab Reinf at center of slab above deck. Top Cover for Addnl Top Reinf: 1". 3.7.4 Slabs on Geofoam Location Thickness Reinforcing ------------------------------------------------------------- Raised Floor & Ramps 4 inches WWR 4x4-W2.9xW2.9 OR #3 @ 12 EW a) Reinforcement shall be centered in slab, unless detailed otherwise. b) Provide construction joints in slabs where indicated on plans. Allow a minimum of 4 days interval between placing adjacent sections of slab. c) EPS Geofoam Insulation shall be type EPS15 meeting the requirements of ASTM D6817. Geofoam blocks to be adhered to base slab and to one another with a non solvent based adhesive. 3.7.5 Housekeeping Pads Pad Thickness: 4.0 inches Pad Reinforcing: WWF6x6-W2.1xW2.1 Pad Thickness: 6.0 inches Pad Reinforcing: WWF6x6-W3.5xW3.5 Reinforcing shall be centered in the pad. Refer to mechanical drawings for pad locations and plan dimensions. Typical pad thickness is 4.0 inches UNO on plan. SECTION 3.8 - DRILLED IN ANCHORS 3.8.1 Drill holes with rotary impact hammer drill using carbide tipped bits. Drill bits shall be of the diameter as specified by the anchor manufacturer. All holes shall be drilled perpendicular to the concrete or masonry surface. 3.8.2 Embedded items: Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Exercise care in drilling to avoid damaging existing reinforcing or embedded items. Notify the Engineer if reinforcing steel or other embedded items are encountered during drilling. Take precautions as necessary to avoid damaging electrical and telecommunications conduit, and gas lines. 3.8.3 Base Material Strength: Unless otherwise specified, do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength. Adhesive anchors shall not be installed in concrete placed in the previous 21 days. TESTING 3.8.4 Continuous special inspection is required for adhesive anchors. Remove and replace mis-placed or malfunctioning anchors. Clean and fill empty anchor holes and patch failed anchor locations with high-strength nonshrink, nonmetallic grout. Anchors that fail to meet proof load or installation torque requirements shall be regarded as malfunctioning. EXPANSION, UNDERCUT, SCREW AND ADHESIVE ANCHORS 3.8.5 Concrete base material: provide anchors of size and type shown with ICC-ES or IAPMO-UES compliance required Expansion Anchors: Hilti Kwik Bolt TZ (ICC-ES ESR-1917) Simpson Strong-Bolt 2 (ICC-ES ESR-3037) Dewalt/Powers Power-Stud+SD1 (ICC-ES ESR-2818) Dewalt/Powers Power-Stud+SD4,SD6 SS(ICC-ES ESR-2502) Powers Power-Bolt+ (ICC-ES ESR-3260) ITW Red Head Trubolt+ (ICC-ES ESR-2427) Screw Anchors: Hilti Kwik HUS-EZ (ICC-ES ESR-3027) Simpson Titen HD (ICC-ES ESR-2713) Dewalt/Powers Wedge-Bolt+ (ICC-ES ESR-2526) ITW RedHead Tapcon or Sammy Anchor (ICC-ES ESR-2202 - ICC-ES ESR-3699) Adhesive Anchors: Hilti HIT-HY 200 Safe Set System (ICC-ES ESR-3187) for use with Hilti HIT-Z Rod, HAS-E Rod, & Hollow Drill Bit Hilti HIT-RE 500-V3 Safe Set System (ICC-ES ESR-3814) for use with Hilti HAS-E Rod, Hollow Drill Bit & Hilti Roughening Tool Hilti HIT HY-200 (ICC-ES ESR 3187) Simpson SET-XP (ICC-ES ESR-2508) Simpson AT-XP (IAPMO-UES ER-263) Dewalt/Powers AC100+ Gold (ICC-ES ESR-2582) Dewalt/Powers PE1000+ (ICC-ES ESR-2583) Dewalt/Powers Pure 110+ (ICC-ES ESR-1995) Dewalt/Powers AC200+ (ICC-ES-ESR 4027) ITW RedHead Epcon S7 (IC-ES ESR-2308) ITW RedHead Epcon C6+(ICC-ES ESR-3577) ITW RedHead Epcon G5 (ICC-ES ESR-1137) 3.8.6 Grout filled CMU (Concrete Masonry Unit) base material: provide anchors of size and type shown with ICC-ES or IAPMO-UES compliance required Screw Anchors: Hilti Kwik HUS EZ (ICC-ES ESR-3056) Simpson Titen HD (ICC-ES ESR-1056) Dewalt/Powers Wedge-Bolt+ (ICC-ES ESR-1678) ITW RedHead Tapcon anchors (ICC-ES ESR-1671) Adhesive Anchors: Hilti HIT-HY 70 (ICC-ES ESR-2682) Simpson SET-XP (IAPMO-UES ER 265) Simpson AT-XP (IAPMO-UES ER281) Dewalt/Powers AC100+Gold(ICC-ES ESR-3200) ITW RedHead Epcon A7 (ICC-ES ESR-5560) INSTALLATION 3.8.7 Perform anchor installation in accordance with manufacturer's printed installation instructions (MPII). 3.8.8 Protect threads from damage during anchor installation. 3.8.9 IBC 2015 requires ACI/CRSI certification for adhesive anchor installers (AAI) when installing adhesive anchors of horizontally or upwardly inclined conditions. Installers of adhesive anchors shall hold a current AAI certification as accredited by ACI/CSRI in accordance with ACI 318-14 17.8.2.2. Anchor Manufacturer Installation Training is acceptable as a supplement to ACI\CRSI AAI certification. Installers shall submit their certifications to the inspector (testing lab) for each installation. SECTION 4 - STRUCTURAL MASONRY SECTION 4.1 -GENERAL 4.1.1 Grout lifts at reinforced masonry walls shall not exceed five feet. 4.1.2 Grout solid all reinforced cells above grade. Grout solid all cells below grade. SECTION 4.2 - STRUCTURAL PROPERTIES Concrete Masonry Units: ASTM C90 with minimum net area compressive strength of 2000 psi Masonry Mortar: ASTM C270, Type S Masonry Grout (Coarse): ASTM C476 with minimum 28-day compressive strength of 2000 psi Required prism strength of structural assembly, f'm = 2000 psi SECTION 4.3 - STEEL REINFORCING 4.3.1 Reinforcing bars shall conform to ASTM A615 Grade 60. 4.3.2 Splices in adjacent bars of horizontal reinforcing shall be staggered at least 4'-0". See details for reinforcing. 4.3.3 Provide corner bars at intersections of horizontal reinforcing equal in size and number to horizontal reinforcing lapped with full splice each way. 4.3.4 Lap horizontal wires at least 12" at splices. Provide special "L" and "T" shaped sections at wall intersections. Horizontal joint reinforcing shall be "Truss type" 9 ga. welded wire spaced at 16" oc vertically. 4.3.5 Vertical reinforcing in grouted cells shall be constrained by metal bar positioners. 4.1.5 Masonry bond beams specified on plans or details shall be trough tiles as shown in details. "Knock-out" bond beams are not acceptable except at the base course and at the walls which are fully grouted and elevated on sheets S06-36 and S06-37 and where specifically shown. STRUCTURAL WALL SCHEDULE 4.3.6 Unless shown otherwise on plans or details, reinforcing for CMU walls per Wall Reinforcing Schedule S06-42 NON-STRUCTURAL WALL SCHEDULE 4.3.7 Unless shown otherwise on plans or details, reinforcing for CMU walls not shown in the structural drawings shall be as follows: --------------------------------------------------------------------- Wall Thickness Vert Reinf Dowels --------------------------------------------------------------------- 6-inches 1#4 @ 48" max 1#4(0-10/4-0) @ 48" max 8-inches 1#5 @ 48" max 1#5(0-10/4-0) @ 48" max 12-inches 2#5 @ 48" max 2#5(0-10/4-0) @ 48" max --------------------------------------------------------------------- Notes: a) Align and lap dowels with vertical wall reinforcing. b) At wall openings, see wall opening reinforcing schedule in typical details for reinforcing of jamb and lintel. c) Post-installed dowels are acceptable at Non-structural CMU. d) Horizontal reinforcement to be 9 ga ladder type @ 16 e) All walls surrounding auditorium shall be fully grouted. 4.3.8 Exterior masonry walls shown on structural plans shall have interlocking corners at intersections. Interior "T" and "L" wall intersections shall have continuous horizontal reinforcing through the intersection. 4.3.9 The first cell at corners and ends of walls shall be grouted and reinforced with 1 vertical bar for 8-inch CMU wall and 2 vertical bars for 12-inch CMU wall. See typical details for additional information on jamb and lintel reinforcing. 4.3.10 Install single course depth bond beams at tops & bottoms of CMU walls, typical UNO. See details for required reinforcing. 4.3.11 CMU wall vertical control joints are not required in wall panels with distributed, continuous horizontal bar reinforcement. Control joints for walls with ladder reinforcement are to be provided as shown on plan or laid out by contractor per specifications. CONTROL JOINTS 4.3.14 CMU wall vertical control joints for walls with ladder reinforcement are to be provided as shown on plan or laid out by contractor per specifications. 4.3.15 Horizontal bond beam reinforcing and grout to be continuous through control joints, typical where bond beams are noted, scheduled or noted in details. 4.3.16 Fully grout and reinforce first cell at each side of control joints. Reinforce CMU cell with 2#5 vertical for 12 inch CMU wall, 1#5 vertical for 8 inch wall. SECTION 4.4 - REQUIRED MASONRY SUBMITTAL 4.4.1 Prior to construction, contractor to submit CMU reinforcing layout and fabrication drawings for approval with the following information: a) CMU wall thickness b) Material properties c) Plans and wall elevations that clearly show locations of vertical wall reinforcing, bond beams, wall openings, beam pockets, lintels, and dowels to foundation. d) Control Joint locations 4.4.2 Comply with the Standard Practice of Bracing Masonry Walls Under Construction on walls over 8 feet tall. SECTION 5 - STRUCTURAL STEEL SECTION 5.1 -STRUCTURAL FRAME 5.1.1 Structural Steel Properties: High Strength Steel ASTM A992 Grade 50 Use High Strength Steel for W Shapes and WT's, u.n.o. Structural Steel (Normal Strength) ASTM A36 Use for Angles, Channels, and Plates, u.n.o. Steel Pipes ASTM A53, Grade B Hollow Structural Sections (HSS) ASTM A500, Grade B Erection Bolts ASTM A307 High Strength Bolts ASTM A325N Anchor Bolts ASTM F1554 Grade 36 High Strength Anchor Bolts ASTM F1554 Grade 105 Shear Studs ASTM A108 5.1.2 Continuity Plates (Full Depth column stiffeners aligned with beam flanges, or Full Depth beam stiffeners aligned with column flanges) shall match the steel grade of the base member. WELDING 5.1.3 Unless otherwise noted, angles, plates, rods, and miscellaneous framing shall be welded at contact joints and supports. Weld sizes shall conform to AWS D1.1 minimums, except where noted otherwise. 5.1.4 Where fillet weld sizes are not indicated on weld symbols, fillet size shall be 1/16th inch smaller than thickness of thinner of materials being joined. 5.1.5 Complete penetration welds are indicated by notation "CP" on weld symbols, partial penetration by "PP". STRUCTURAL BOLTS 5.1.6 Bolts indicated on details shall be 3/4 inch diameter, unless noted otherwise. 5.1.7 Bolts shall be tightened by the AISC "Snug Tight" method unless noted otherwise. MISCELLANEOUS 5.1.8 Edge angles at perimeters of floors and roofs noted as "CHORD MEMBERS" or "CONTINUOUS" on details shall be butt welded at splices to develop full allowable tensile strength of member. 5.1.9 Edge angles supporting floor or roof deck shall be spliced only over supports. 5.1.10 Steel members shown to be curved shall be rolled in a manner that will not cause distortion or buckling. Should alterations to the member size, such as a thicker flange or web, be required to ensure this outcome, the additional steel shall be provided at no additional cost to the contract. COMPOSITE STEEL BEAMS 5.1.11 Beams shall have shear studs spaced at 2 feet maximum on center, whether shown or not. 5.1.12 Composite steel beams do not require shoring during placement of concrete slab, unless noted otherwise. 5.1.14 Unless noted otherwise, studs shall have a shank diameter of 3/4-inch. SECTION 5.2 - COMPOSITE METAL DECK 5.2.1 Contractor shall provide composite metal decking to meet the following criteria: 1. Decking alone shall be capable of supporting the wet weight of concrete plus construction loads without requiring intermediate shoring for all span conditions on the project, unless noted otherwise. 2. Composite slab and deck system shall be capable of supporting design loads indicated on the drawings for all span conditions on the project. 3. Deck thickness, indicated by gauge in Composite Steel Deck Schedule, is a minimum and shall be increased as necessary to meet these requirements, at no additional cost to the Contract. 5.2.2 Composite Steel Deck Schedule: SDI Deck Min Min Min Min Deck Deck Deck Depth Ip In Sp Sn Mark Gauge Type (In) (In^4) (In^4) (In^3) (In^3) --------------------------------------------------------------- CA 18 2x12 2.0 0.500 0.494 0.473 0.466 CB 18 2x12 2.0 0.500 0.494 0.473 0.466 CC 18 3x12 3.0 1.221 1.267 0.753 0.784 Notes: 1. Deck shall be galvanized unless noted otherwise. 2. Refer to framing plans for deck marks. 3. Provide 36/4 (W/N) connection pattern at each structural support. Sidelap connection of adjacent decking not to exceed 36 inches on center. 5.2.3 Deck Connection to Supporting Steel Support and parallel edge connections shall be as follows: 5/8 inch diameter arc spot welds Sidelap connections shall be as follows: 5/8 inch diameter arc spot welds, 1 1/2-inch long fillet weld OR #10 screws 5.2.4 Composite floor system minimum load capacity requirements: Type Superimposed Allowable Concentrated Mark Uniform Load (psf) Load (lbs) * --------------------------------------------------------- CA 388 psf (9'-6" span) 2000 lbs CB 278 psf (11'-6" span) 2000 lbs CC 220 psf (13'-0" span)2000 lbs * Concentrated load acting on area 2.5 ft x 2.5 ft; not acting simultaneously with uniform load. SECTION 5.4 - METAL ROOF DECK 5.3.1 Metal Deck Schedule: SDI Deck Sheet Min Min Min Min Deck Deck Deck Depth Width Ip In Sp Sn Mark Gauge Type (In) (In) (In^4) (In^4) (In^3) (In^3) --------------------------------------------------------------- RA 22 DR 3.0 24 0.659 0.884 0.382 0.433 Notes: 1. Deck shall be galvanized unless noted otherwise. 2. Deck shall be mark RA unless noted otherwise. 5.3.2 Metal Deck Connection Schedule: Conn. @ Conn. @ Sidelap Req'd Shear Inst. Supports Parallel Conn. Capacity Mark (W/N) Edges (In.) No./Span (PLF) ------------------------------------------------------ I 24/4 8 9 391 II 24/6 4.5 9 556 Notes: 1. W/N = sheet width/number connections each sheet 2. See note 5.3.3 for deck connection to supporting steel 3. Listed shear capacity is based on a maximum support spacing of 12.0 feet on center. 4. Provide installation mark I at all interior zones as identified on sheet S06-02. Provide installation mark II at all edge and corner zones. 5.3.3 Deck Connection to Supporting Steel Support and parallel edge connections shall be as follows: Hilti X-ENP19-L15 (ICC-ES ESR-2776) for base material > 1/4" Sidelap connections shall be as follows: Hilti SLC-01 M HWH (ICC-ES ESR-2776) 5.3.4 Basis of diaphragm connections are Hilti powder-driven frame fasteners and propietary sidelap connectors. Contractor may select diaphragm connection by any approved manufacturer that meets the design requirements indicated in the drawings and specifications. It is not acceptable to mix diaphragm connection types or products on any single diaphragm. Continued on sheet S06-02 GENERAL NOTES REVISIONS S T A T E M E N T O F S T R U C T U R A L S P E C I A L I N S P E C T I O N S 2 0 1 5 I N T E R N A T I O N A L B U I L D I N G C O D E STATEMENT OF SPECIAL INSPECTIONS NOTES: This Statement of Special Inspections is submitted in accordance with Section 1704 of the 2015 International Building Code (referenced hereforth as Code). It includes a Schedule of Special Inspection Services applicable to the Project. If applicable, it includes Requirements for Seismic Resistance and/or Requirements for Wind Resistance. The Owner shall employ one or more qualified Special Inspectors to perform this work. Prior to the start of construction, Special Inspector(s) shall provide written documentation to the Building Official demonstrating the competence and relevant experience or training of the Special Inspectors who will perform the Special Inspections and tests during construction. The Special Inspector(s) shall keep records of Special Inspections and tests. The Special Inspector(s) shall submit reports of Special Inspections and tests to the Building Official and to the Registered Design Professional in Responsible Charge. Reports shall indicate that work inspected or tested was or was not completed in conformance to approved Construction Documents. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work. A final report documenting required special inspections and tests, and corrections of any discrepancies noted in the inspections or tests, shall be submitted at a point in time agreed upon prior to the start of work by the Owner or the Owner's authorized agent to the Building Official. The Special Inspection program does not relieve the Contractor of responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor. The construction or work for which Special Inspection or testing is required shall remain accessible and exposed for Special Inspection or testing purposes until completion of the required Special Inspections or tests. See specifications for additional testing requirements. Where conflicts occur, the most stringent requirement shall control. INSPECTION OF FABRICATORS: Where fabrication of structural, load-bearing or lateral load-resisting members or assemblies is being conducted on the premises of a fabricator's shop, Special Inspection of the fabricated items shall be required in accordance with Section 1704.2 of the Code and as required elsewhere in the Code. INSPECTION OF WELDING: Welding inspection shall be in compliance with AWS D1.1. The basis for welding inspector qualification shall be AWS D1.1. INSPECTION OF STRUCTURAL STEEL: Special Inspections and nondestructive testing of structural steel elements in buildings, structures and portions thereof shall be in accordance with the quality assurance inspection requirements of AISC 360. INSPECTION OF COLD-FORMED STEEL DECK: Special Inspections and qualification of welding Special Inspectors for cold-formed steel floor and roof deck shall be in accordance with the quality assurance inspection requirements of SDI QA/QC. INSPECTION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS: Special Inspections of open-web steel joists and joist girders in buildings, structures and portions thereof shall be in accordance with Table 1705.2.3. INSPECTION OF CONCRETE CONSTRUCTION: Special Inspections and tests of concrete construction shall be performed in accordance with Section 1705.3 of the Code and with Table 1705.3. Special Inspections of welding and qualifications of Special Inspectors for reinforcing bars shall be in accordance with the requirements of AWS D1.4 for Special Inspection and of AWS D1.4 for Special Inspector qualification. In the absence of sufficient data or documentation providing evidence of conformance to quality standards for materials in Chapter 19 and 20 of ACI 318, the Building Official shall require testing of materials in accordance with the appropriate standards and criteria for the material in Chapters 19 and 20 of ACI 318. INSPECTION OF STRUCTURAL MASONRY: Special Inspections and tests of masonry construction shall be performed in accordance with the quality assurance program requirements of TMS 402/ACI 530/ASCE 5 and TMS 602/ACI 530.1/ASCE 6 Level B Quality Assurance program requirements. INSPECTION OF SOILS: Special Inspections and tests of existing site soil conditions, fill placement and load-bearing requirements shall be performed in accordance with Section 1705.6 of the Code and Table 1705.6. The approved geotechnical report and the Construction Documents prepared by the Registered Design Professionals shall be used to determine compliance. During fill placement, the Special Inspector shall verify that proper materials and procedures are used in accordance with the provisions of the approved geotechnical report. INSPECTION OF CAST-IN-PLACE DEEP FOUNDATIONS: Special Inspections and tests shall be performed during installation of cast-in-place deep foundation elements as specified in Table 1705.8. The approved geotechnical report and the construction documents prepared by the Registered Design Professionals shall be used to determine compliance. SCHEDULE OF SPECIAL INSPECTION SERVICES TABLE 1705.3: REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 1. Inspect reinforcement, including prestressing tendons, and verify placement. 5. Verifying use of required design mix. CHECK IF REQD 10. Inspect erection of precast concrete members. 12. Inspect formwork for shape, location, and dimensions of the concrete member being formed. SCHEDULE OF SPECIAL INSPECTION SERVICES TABLE 1705.6: REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. CHECK IF REQD 2. Verify excavations are extended to proper depth and have reached proper material. 3. Perform classification and testing of compacted fill materials. 5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly. 4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of controlled fill. SCHEDULE OF SPECIAL INSPECTION SERVICES TABLE 1705.8: REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 1. Inspect drilling operations and maintain complete and accurate records for each element. CHECK IF REQD 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable), and adequate end-bearing strata capacity. Record concrete or grout volumes. 3. For concrete elements, perform tests and additional Special Inspections in accordance with Section 1705.3 of the Code. X--- X--- X--- X--- X--- X--- X--- X --- X--- X --- X --- ------ SCHEDULE OF SPECIAL INSPECTION SERVICES TABLE 1705.2.3: REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC 1. Installation of open-web steel joists and joist girders. CHECK IF REQD X--- a. End connections - welding or bolted.X--- b. Bridging - horizontal or diagonal.--- 1) Standard bridging. 2) Bridging that differs from the SJI specifications listed in Section 2207.1.X X---a. Verify weldability of reinforcing bars other than ASTM A706. 2. Reinforcing bar welding: Xb. Inspect single-pass fillet welds, maximum 5/16" ; and c. Inspect all other welds.X X--- 4. Inspect anchors post-installed in hardened concrete members. a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.X b. Mechanical anchors and adhesive anchors not defined in 4.a.X 3. Inspect anchors cast in concrete. 6. Prior to concrete placement, fabricate specimens for strength tests, peform slump and air content tests, and determine the temperature of the concrete. ---X 7. Inspect concrete and shotcrete placement for proper application techniques.X --- 8. Verify maintenance of specified curing temperature and techniques.X--- 9. Inspect prestressed concrete for: a. Application of prestressing forces; and b. Grouting of bonded prestressing tendons.X X --- --- 11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs. X--- TOC 99' - 0"TOP OF CONCRETE ELEVATION TOW 124' - 0"TOP OF WALL ELEVATION SECTION SYMBOL LEGEND ENLARGED PLAN OR PLAN DETAIL LEVEL ELEVATION (RELATIVE TO DATUM ELEVATION 100' - 0") C1 COLUMN MARK TOS 120' - 0" TOP OF STEEL ELEVATION (BOTTOM OF METAL DECK) CAST-IN-PLACE CONCRETE WALL CONCRETE MASONRY WALL EL 120' - 0"SPOT ELEVATION DROP IN STRUCTURE SLOPE IN STRUCTURE MECHL. EQUIPMENT SEE PLAN FOR WEIGHT 1 S101 LEVEL 2 115' - 0" CONCRETE TILT-WALL VERTICAL BRACE F2 FOOTING MARK 99' - 0" TOP OF FOOTING ELEVATION (REFER PLAN) C1 COLUMN MARK P2 PIER MARK99' - 0" TOP OF PIER ELEVATION (REFER PLAN) C1 COLUMN MARK BP2 BELLED PIER MARK 99' - 0" TOP OF PIER ELEVATION (REFER PLAN) KNEE BRACING 3' - 0"SPOT ELEVATIONS ARERELATIVE TO DATUM ELEVATION100' -0"BEAM SPLICE (LENGTH GIVEN FROM COLUMN CENTERLINE TO CENTERLINE OF SPLICE IN FEET AND INCHES COMPLETE PENETRATION MOMENT CONNECTION CONCRETE TOPPING SLAB CONCRETE PRECAST WALL TC TOP OF COLUMN INDICATOR 1 S101 ELEVATION 1 S101 C1 COLUMN MARK PC2 PILE CAP MARK 99' - 0" TOP OF PILE CAP ELEVATION 1 S101 STANDARD ABBREVIATIONS AB ADDL ADJ AESS AFF AGGR ALT ARCH BL BL BLDG BLK BM BOT, B BRG BTWN C CFMF CGS CIP CJ CL CMU COL COMP CONC CONN CONSTR CONT COORD CTR CW db DBA DEG DET DIA or Ø DIM DWG DWL EA EF EJ EL ELEV ENGR EQ EW EXP BT EXST EXT F FABR FDTN FIN FIN FLR, FF FLR FS FV GC GN GR GR BM HORIZ, H HSA HSS HT IF INFO INT INTERM JST JT K Anchor Bolt Additional Adjacent Architectural Exposed Structural Steel Above Finished Floor Aggregate Alternate Architect(ural) Building Line Brick Ledge Building Block Beam Bottom Bearing Between Channel Cold-Formed Metal Framing Center of Gravity of Steel Cast-in-Place Construction Joint Center Line Concrete Masonry Column Compression Concrete Connect(ion) Construction Continuous Coordinate Center Curtain Wall Bar Diameter(s) Deformed Bar Anchor Degree(s) Detail Diameter Dimension Drawing Dowel Each Each Face Expansion Joint Elevation Elevator Engineer Equal Each Way Expansion Bolt Existing Exterior Force (Axial) Fabricator Foundation Finish Finish Floor Floor Far Side Field Verify General Contractor General Notes Grade Grade Beam Horizontal Headed Stud Anchor Hollow Structural Section Height Inside Face Information Interior Intermediate Joist Joint Kip (1,000 pounds) K-FT LBF LLBB LLH LLV LSH LSV LT M MATL MAX MECH MEP MFR MIN MK MTL NIC NO NS NSG NTS OC OF OP HD OPNG P P-T PCC PEN PI PIL PL PNL PSF PSI PT R RECT REF REINF REQD RT SC SCHED SECT SHT SIM SOG SPA SPEC SQ ST STD STIF STL STRUCT SUPPT SYMM T T&B TEMP TOC TOF TOJ TOP TOS TOW TYP ULT UNO V VERT, V WD WP Kip-Feet (Moment) Pound-Force Long Leg Back-to-Back Long Leg Horizontal Long Leg Vertical Long Side Horizontal Long Side Vertical Left Moment Material Maximum Mechanical Mech/Elec/Plumbing Manufacturer Minimum Mark Metal Not in Contract Number Near Side Non-Shrink Grout Not to Scale On Center Outside Face Opposite Hand Opening Pan (form) Post-Tensioning Precast Concrete Penetration Plasticity Index Pilaster Plate Panel Pounds Per Square Foot Pounds Per Square Inch Point Radius Rectangle(ular) Refer (to) Reinforcing Required Right Slip-Critical Schedule Section Sheet Similar Slab-on-Grade Space(ing) Specifications Square Stirrup(s) Standard Stiffener Steel Structure(al) Support Symmetrical Tension Top and Bottom Temperature Top of Concrete Top of Footing Top of Joist Top of Pier Top of Steel Top of Wall Typical Ultimate (force) Unless Noted Otherwise Shear Vertical Wood Working or Work Point METAL ROOF DECK: TYPE MARK RA COMPOSITE DECK: TYPE MARK CB COMPOSITE DECK: TYPE MARK CC INDICATES DIRECTION OF DECK SPAN. REFER TO PLAN VIEWS FOR DETAILS AT DECK TYPE TRANSITIONS. 21 17 13 9 5 1 22 18 14 10 6 2 23 19 15 11 7 3 24 20 16 12 8 4 DETAIL REFERENCE NUMBER DETAIL SHEET LAYOUT MIN1' - 0"2' - 0"10' - 0"10'-0" AT ENTRANCE AREAS AND ADJOINING FLATWORK 5' - 0" TYPICAL MOISTURE CONDITIONED ON-SITE SOILS FOR 1" PVR PER GEOTECHNICAL REPORT NON-EXPANSIVE FILL MATERIAL PER GEOTECHNICAL REPORT ELEVATION 100'-0" FINISH FLOOR RECESSED FLOOR AT PERFORMANCE HALL DRAINAGE ROCK PERFORATED COLLECTOR PIPES WRAPED WITH FILTER FABRIC PER GEOTECHICAL REPORT 8" VOID FORMS WITH SOIL RETAINERS 12" VOID FORMS WITH SOIL RETAINERS TYP UNO SLOPE GRADE AWAY FROM BLDG 5" SLAB OVER VAPOR RETARDER SLAB ON GRADE OVER VAPOR RETARDER FREE DRAINING GRANULAR FILL PER GEOTECHNCAIL REPORT SEPARATE GRANULAR FILL FROM ADJACENT NATIVE SOILS WITH FILTER FABRIC DRAINAGE MAT 2' - 0" 1 2 NOTE: SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION ZONE 1 (INTERIOR) ZONE 1 (INTERIOR) ZONE 3, TYP (CORNER) ZONE 2, TYP (EDGE) ZONE 2, TYP (EDGE) ZONE 3, TYP (CORNER)TYP 12' - 0"TYP 8' - 0" *PRESSURES ARE BASED ON THE ULTIMATE DESIGN WIND SPEED, Vult *PRESSURES MAY BE MULTIPLIED BY 0.6 TO REPRESENT EQUIVALENT NOMINAL DESIGN PRESSURES *THESE VALUES SHALL BE USED FOR DESIGN UNLESS A MORE COMPREHENSIVE ANALYSIS IS SUBMITTED FOR REVIEW. *EDGE AND CORNER WIDTHS ARE 12'-0" UNO *PRESSURES INCLUDE A DIRECTIONALITY FACTOR , Kd, OF 1.0 *WALL DESIGN PRESSURES ZONE 4 OCCURS AT LOCATIONS ADJACENT ROOF ZONE 2 ZONE 5 OCCURS AT LOCATIONS ADJACENT ROOF ZONE 3 *PARAPET DESIGN PRESSURES POSITIVE WALL PRESSURE + NEGATIVE ADJACENT ROOF OR NEGATIVE WALL PRESSURE + POSITIVE WALL PRESSURE *WHERE PARAPET HEIGHT IS EQUAL TO OR GREATER THAN 3'-0" NEGATIVE ROOF ZONE 3 PRESSURES SHALL BE EQUAL TO THOSE FOR ZONE 2 POSITIVE ROOF ZONES 2 AND 3 PRESSURES SHALL BE EQUAL TO POSITIVE WALL ZONES 4 AND 5, RESPECTIVELY *FOR JOIST NET UPLIFT DESIGN, USE TABLE VALUES MINUS 9 PSF FOR SERVICE LEVEL APPLIED DEAD LOAD COMPONENTS AND CLADDING WIND PRESSURES ZONE DESCRIPTION POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) EFFECTIVE AREA (FT )2 EFFECTIVE AREA (FT )2 10 20 50 100 200 500 10 20 50 100 200 500 1 2 3 ROOF INTERIOR ROOF EDGE ROOF CORNER 16 16 16 16 16 16 -40 -38 -37 -36 -66 -57 -50 -43 -100 -77 -60 -43 4 5 WALL INTERIOR WALL EDGE 36 35 33 31 29 27 -39 -38 -36 -34 -32 -30 -48 -45 -41 -38 -35 -3036 35 33 31 29 27 -36 -36 -43 -43 -43 -43 36 35 33 31 29 27 36 35 33 31 29 27 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-02 COMPONENTS AND CLADDING WIND DIAGRAM AND SOSI 01/29/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID DC B A E 1/32" = 1'-0" 1 DECK TYPE & ORIENTATION DIAGRAM SECTION 6 - STRUCTURAL TIMBER SECTION 6.1 - WOOD FRAMING 6.1.1 Lumber grades shall be as follows: Minimum Properties - psi Species Grade Fb Fc Fv E Use --------------------------------------------------------------------- S-P-F Constr. 1000 1400 135 1200000 Floor joists Douglas Fir Select 1350 1600 180 1400000 Floor decking 6.1.2 Nailing of wood framing shall be in accordance with "Fastening Schedule," Table 2304.9.1, of the International Building Code. 6.1.3 Structural panels shall be fire retardant treated APA Rated Sturd-I-Floor, Exposure 1, as follows: T&G Floor Deck 48 inch span rating 1 1/8" thick (nominal) T&G Floor Deck 24/48 inch span rating 3/4" thick (nominal) FLOOR CONSTRUCTION 6.1.4 Wood floor construction shall consist of the following: Performance Hall & Blackbox Catwalks 1-1/8" thick T&G Sturdifloor panel Mechanical Platforms 2 layers - 3/4" T&G structural panels Elevated Walkways 3X T&G decking planks 6.1.5 Wood floor panels shall be placed with the long dimension (strength axis) across three or more supports. 6.1.6 Wood floor decking shall be placed in a controlled random layup. 6.1.7 Wood floor panels shall be connected to steel supports with SIMPSON TB wood to steel screws spaced 8" o.c. 6.1.8 Wood floor panels shall be glued and nailed to wood supports with 10d nails spaced at 6" o.c. 6.1.9 Member sizes given on plans and details are nominal sizes for S4S material (e.g. 2x4, 4x4, etc.) 6.1.10 Floor and roof joists framing flush with supporting beams shall be supported with metal hangers. Contractor shall submit manufacturer's data indicating the rated load capacity and installation instructions for each type and size of hanger to be used. WOOD BEAMS 6.1.11 Wood beams shall bear evenly across the full width of supports unless detailed otherwise. GENERAL NOTES 1/2" = 1'-0" 2 BUILDING PAD PREP SCHEMATIC DETAIL 1/32" = 1'-0" 3 COMPONENTS & CLADDING WIND LOADS 1 1 REVISIONS 1 09.18.18 Change Order 01 GENERAL DISCLAIMER FOR PERSPECTIVE VIEWS: PERSPECTIVE VIEWS ARE PROVIDED FOR GENERAL UNDERSTANDING OF OVERAL STRUCTURAL FRAME. NOT ALL STRUCTURAL ELEMENTS ARE NECESSARILY SHOWN. THESE VIEWS SHOULD NOT BE USED FOR BIDDING, DETAILING, FABRICATION OR ERECTION. L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-03 AXONOMETRIC 05/09/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1 3D VIEW 1 REVISIONS 1 09.18.18 Change Order 01 GENERAL DISCLAIMER FOR PERSPECTIVE VIEWS: PERSPECTIVE VIEWS ARE PROVIDED FOR GENERAL UNDERSTANDING OF OVERAL STRUCTURAL FRAME. NOT ALL STRUCTURAL ELEMENTS ARE NECESSARILY SHOWN. THESE VIEWS SHOULD NOT BE USED FOR BIDDING, DETAILING, FABRICATION OR ERECTION. L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-04 AXONOMETRIC 05/09/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1 3D VIEW 1 REVISIONS 1 09.18.18 Change Order 01 GG JJ 1 35252012 SAW CUTS @ 12' OC MAX SEE ARCH FOR PATTERN 211' - 5" 6' - 4 1/2"40' - 0"165' - 0 1/2"8"48' - 1 3/4"27' - 10 1/2"21' - 4 3/4"92' - 7"24' - 0"8' - 7 1/4"10' - 8"8' - 7 1/4"1' - 8"24' - 6 1/2"1' - 8"9' - 11 3/4"24' - 7"5' - 4 5/8"12' - 10 3/16"16' - 6 3/16"7' - 1"6' - 3"4' - 7"24' - 8"2' - 1"7' - 3"14' - 8"1' - 8"6' - 0"1' - 8"1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 18' - 8" 20' - 8" 20' - 8" 18' - 8" 20' - 0" 18' - 8" 18' - 8" 18' - 0 1/2" 1' - 8" 48' - 0"81' - 4"68' - 8"24' - 0"113' - 11 3/4"27' - 10 1/2"48' - 1 3/4"2' - 1" 24' - 0"28' - 4" 7' - 2" 8' - 7 3/8" 4' - 8" 10' - 3 13/16" 12' - 10 3/16" 5' - 4 5/8" 13' - 5 3/4" 22' - 9" 15' - 8 1/4" 8' - 10 1/4" 9' - 1 3/4" 8' - 8" 8' - 8" 10' - 8" 8' - 4 3/4" 4' - 3 1/4"13' - 4"9' - 4"25' - 5 3/4"27' - 10 1/2"63' - 11 3/4"18' - 8"31' - 4"EQ EQ 13' - 4" 4' - 8" 6" 11' - 9 3/4" 6" 16' - 8 1/2" 6" 11' - 9 3/4"3' - 6" 6" 10' - 2"58' - 6"6' - 0"10' - 7" 4' - 6" 3" 8' - 8"27' - 4" 6' - 8" 2' - 1" 7"7" 2' - 1" 6 6 C D 2 2 L T7T7 X X ZZ 4' - 8" 2' - 1" 17' - 11" 17' - 11" 10' - 1" 2' - 1" 13' - 1" 10' - 11" 29' - 2" 10' - 11" 13' - 1" 2' - 1" 8' - 6"6"8' - 11" 19' - 5" 12' - 3 3/4" 16' - 11 1/4" 2' - 1" 9 23 34 34 4 4 31 29 W 26 A 13 19214' - 0"11" 18' - 2"6"6 S06-62 8 S06-61 7 S06-61 5 S06-61 6 S06-61 5 S06-62 4 S06-61 2 S06-61 3 S06-61 14' - 8 3/8" 2' - 8" 12' - 1" 10' - 9" 10' - 9" 12' - 1"2' - 8" 14' - 8 3/8" 5 5/8" 10 22 F 3' - 4"3' - 4"13' - 3" 15' - 6 3/8" 11' - 5" 11' - 5" 15' - 6 3/8" 13' - 3" 7 28 30 30 32 H CL B 4' - 0"1' - 8"1' - 8"2' - 1"K H2 H3 M M NN R T4T4 6" 11 21 12 S06-33 4" SLAB ON GEOFOAM OVERBUILD (ASTM D6817 TYPE EPS15) w/ 6" PERIMETER CONCRETE WALLS SEE GNTYP1' - 4"1' - 8"6" SLAB ON GRADE AT STAGE REINF W #4 AT 12" OC EW T 6"11' - 4 1/8"1' - 4"Y 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P7 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P1 97' - 0" P4 97' - 10" P4 97' - 10" P4 97' - 10" P4 97' - 10" P4 97' - 10" P4 97' - 10" P4 97' - 10" P4 97' - 10" P4 97' - 10" P4 97' - 10" P2 97' - 10" P4 97' - 0" P2 97' - 0" P1 97' - 0" P1 97' - 0" P1 C1 C1 C1 C1 C1 C1C1 C1 C5C5C5C5C5C5C5C5C5C5C5C5C5 C1 C1 C1 C4 C2 C2 C2C2 C2 C2 C4 C2 C2 C2 C2 97' - 0" P2 97' - 10" P2 99' - 4" P4 97' - 0" P2 97' - 0" P1 99' - 4" P4 99' - 4" P4 97' - 0" P1 99' - 4" P4 99' - 4" P4 97' - 0" P1 97' - 0" P1 97' - 0" P1 99' - 4" P1 97' - 0" P1 97' - 0" P2 97' - 10" P2 97' - 10" P2 97' - 0" P2 97' - 0" P2 97' - 0" P1 C6 C6 C6 C6 C6 C6 C6 C6 C7C7C6 C7 C5 C5 C5C5C7 C7 C5 C5C6 97' - 0" P3 97' - 0" P5 97' - 0" P5 97' - 0" P6 97' - 0" P697' - 0" P3 97' - 0" P3 97' - 0" P2 97' - 0" P2 99' - 4" P4 97' - 0" P2 97' - 0" P2 97' - 0" P4 97' - 0" P6 97' - 0" P1 97' - 0" P1 99' - 4" P2 97' - 0" P2 C6C6C7 97' - 10" P2 97' - 10" P2 97' - 0" P1 C5C5 C7 97' - 0" P1 96' - 0" P6 96' - 0" P6 96' - 0" P6 96' - 0" P6 96' - 0" P6 96' - 0" P6 96' - 0" P6 95' - 8" P6 95' - 8" P6 C3 C3 C3 C3 97' - 0" P1 97' - 0" P1 C3 C3 C3 C3 C3 C3 97' - 0" P1 C1 8 24 1' - 4"1' - 4" TYP 1' - 4"TYP1' - 4"1' - 4"6 S06-33 1 S06-34 C1 97' - 0" P1 11 S06-32 TYP 3 5 97' - 10" P4 97' - 10" P4 99' - 4" P4 BB-1 BB-1 BB-2 BB-A BB-C29' - 5 5/8"6"9' - 0 3/16"2 S06-34 2 S06-34 2 S06-34 2 S06-34 2 S06-34 2 S06-34 2 S06-34 1 S06-34 1 S06-34 3 S06-34 1 S06-34 1 S06-34 1 S06-34 7 S06-35 1 S06-34 4 S06-34 5 S06-34 6 S06-34 TYP TYP AT VENEER RECESS 4 S06-34 4 S06-34 4 S06-34 8 S06-34 TYP AT VENEER RECESS TYP 4 S06-34 4 S06-34 8 S06-34 TYP AT VENEER RECESS TYP 4 S06-34 4 S06-34 9 S06-34 TYP AT VENEER RECESS TYP 4 S06-34 4 S06-34 8 S06-34 TYP TYP AT VENEER RECESS 11 S06-34 11 S06-34 11 S06-34 11 S06-35 TYP 3 S06-35 3 S06-35 12 S06-34 12 S06-34 2' - 8" 4 S06-35 11 S06-35 AT RECESSED WINDOW TYP TYP 1' - 4" 13 S06-34 13 S06-34 13 S06-34 13 S06-34 13 S06-34 13 S06-34 13 S06-34 12 S06-35 15 S06-34 4" 16 S06-34 TYP TYP AT DOORWAY 15 S06-34 15 S06-34 16 S06-34 TYP AT DOORWAYTYP 21 S06-34 19 S06-34 24 S06-34 14 S06-344 3/8"53' - 3 1/4"9 S06-35 15 S06-33 4"8' - 5 1/4"7' - 8"8' - 5 1/4"11' - 7 3/4"20' - 2 3/8" 20' - 0" 20' - 0" 20' - 2 3/8" 97' - 6" P4 97' - 6" P4 C9 3 S06-33 TYP 7 S06-33 TYP SLOPE4" SLAB ON GEOFOAM OVERBUILD (ASTM D6817 TYPE EPS15) w/ 6" PERIMETER CONCRETE WALLS SEE GN 11 S06-33 10 S06-33 1 S06-35 1 S06-35 4 1/2"4' - 5 1/2"4' - 5 3/8"11' - 11" 12' - 0" 11' - 11" 1 S06-36 2S06-364S06-361 S06-37 2S06-373S06-374 S06-37 1' - 2" PIER CL 20 S06-34 20 S06-34 97' - 6" P4 C9 STEP BO GR BM SEE 2/ S06-32 14 18 C5 C7 SEE FOR DUMPSTER ENCLOSURE 21/ S06-33 TOC 99' - 9" STEP TO GR BM SEE 10/ S06-32 STEP TO GR BM SEE 10/ S06-32 TOC 99' - 9" TOC 99' - 9" 13 S06-35 14 S06-35 14 S06-35 14 S06-34 1' - 8" 7' - 8 11/16" TOC 99' - 9" THICKENED SLAB FOR FUTURE SCULPTURE BASE ATTACHMENT THICKENED SLAB FOR FUTURE SCULPTURE BASE ATTACHMENT 23 S06-33 23 S06-33 1 XS06-30A AT ALT #4 C5 C5 C5 17' - 11" 17' - 11" 11' - 5" 2 1/2" 14' - 1 1/2" 14' - 4" 21' - 4" 14' - 4" 14' - 4" 10' - 8" 24' - 0"22' - 8" 10' - 7" 7' - 5 1/2" 13 S06-34 1' - 0" 9"9" 9"9" 1' - 0" C9 C9C9 15 S06-35 15 S06-35 SIM (2) #4 (4-0) AT ALL MASONRY CORNERS TYP OH C10 C10 OH 9 .5 1 °9.51° T8 27 4 3/8"4 3/8"19' - 6" 19' - 6"12' - 11"18' - 8"20' - 9"99' - 4" P4 C5 9' - 5" 18' - 0 1/2" 20' - 2 3/4" 97' - 0" P42' - 7 1/4"25.9 8 S06-34 1 Q Q H4 H1 SS 1 7"TYP AT VENEER RECESS 1 4 1/2" 2 1/2" 11" 7 1/4" 1 40' - 8"40' - 8" 1 1 TYP 8 S06-34 TYP AT DOOR 6" 8 S06-34 TYP AT VENEER RECESS 1 S06-34 1 S06-34 4' - 6"3"8' - 8"6"T9 1 1' - 4" T0 T0 99' - 4" P1 C12R.8 1 1 97' - 0" P1 PIER REMOVED 1 1 3 S06-36 TOC 96' - 10" TOC 99' - 9" TOC 99' - 9" EL 99' - 9" TOC 99' - 9" C13 C13 C3 C5 C5 C3 TOC 100' - 0"TOC 100' - 0" TOC 100' - 0" TOC 100' - 0"53' - 3"67' - 10"WP 7' - 1 3/4"3' - 4"STEP BO GR BM SEE 2/ S06-32 9 S06-33 9 S06-33 9 S06-33 9 S06-33 STEP TO GR BM SEE 10/ S06-32 STEP TO GR BM SEE 10/ S06-32 19 S06-34 95' - 8" P5 95' - 8" P5 SIM 11 S06-33 10 S06-33 OH OH C3 C3 17 S06-35 17 S06-35 17 S06-35 17 S06-35 95' - 8" P5 95' - 8" P5 STEP BO GR BM SEE 2/ S06-32 STEP BO GR BM SEE 2/ S06-32 1 1 8#4(10-0)@12" OC ADDL BOT, CENTERED @ MIDSPAN BTWN SPPRTS .8#4(10-0)@12" OC ADDL BOT, CENTERED @ MIDSPAN BTWN SPPRTS.1 1 9' - 6"5' - 4" MAX8" SLAB ON GRADE. NO SAW CUTS IN 8" SLAB1 16 S06-35 16 S06-35 92' - 4" P5 92' - 4" P5 6 1/2" typ 97' - 0" P1 97' - 0" P1 SAWJOINTS PER GN SAWJOINTS PER GN SAW CUTS @ 12' OC MAX SEE ARCH FOR PATTERN 8 S06-34 1 1 1 1 2 1/2" PLAN NOTES: GROUND FLOOR & FOUNDATION 1. FINISH FLOOR ELEVATION IS RELATIVE TO A PROJECT DATUM ELEVATION. REFER TO GENERAL NOTES. 2. TOP OF CONCRTE SLAB IS FINISH FLOOR UNLESS INDICATED OTHERWISE. 3. TOP OF PIER ELEVATION RELATIVE TO PROJECT DATUM 100'-0" IS SHOWN ON PLAN. 4. SHEET INDEX: GENERAL NOTES S06-01 STAEMENT OF SPECIAL INSPECTIONS S06-02 TYPICAL CONCRETE DETAILS S06-31,32 DRILLED PIER SCHEDULE S06-31 TYPICAL CMU DETAILS S06-41 MASONRY WALL SCHEDULE S06-42 TYPICAL STEEL DETAILS S06-51,52 COLUMN SCHEDULE S06-51 LATERAL BRACE ELEVATIONS S06-61 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-11 FOUNDATION PLAN 06/14/16 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 1 FOUNDATION PLAN DC B A E A A AA A A A A 1 1 1 1 1 1 1 REVISIONS A 05.21.2018 IFP Addendum 01 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW +12'-0" +12'-0"+12'-0"+12'-0" +12'-0" +12'-0"+12'-0" OPEN TO BELOWOPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW +12'-0" +12'-0" STAGE 135 CONTROL 202 SLL 204 CONTROL 205 AMP 206 EQUIPMENT PLATFORM 250 EQUIPMENT PLATFORM 251 HALL 131 SLL 201 AMP 201B DIMMER 203B SLL 203 TECH. STAIR 137 TECH. STAIR 136 TECH. STAIR 200C MECH CHASE 210D MECH CHASE 210CW18x35 + DBL 2x NAILERW12x26 + DBL 2x NAILERW8x10 (6)W8x10 (6)W8x10 (6)W8x10 (6)W8x10 (6)W8x10 (6)W8x10 (6)W8x10 (6)W8x10 (6)W8x10 (6)W8x10 (8)GG JJ 1 35252012 W6x12 57' - 4" W12x26 + DBL 2x NAILER 6 6 C D 2 2 L T7T7 X X ZZ 9 23 34 34 4 4 31 29 W 26 A 13 19 MECHANICAL EQUIPMENT PLATFORM FLOOR DECK: 2 LAYERS 3/4" T&G PLYWOOD OVER 2x8 JOISTS AT 12" OC 6 S06-62 8 S06-61 7 S06-61 5 S06-61 6 S06-61 5 S06-62 4 S06-61 2 S06-61 3 S06-61 F W12x26 + DBL 2x NAILERW16x26 + DBL 2x NAILERW16x26 + DBL 2x NAILERW16x26 + DBL 2x NAILER W14x30 + DBL 2x NAILERW12x26 + DBL 2x NAILERW12x26 + DBL 2x NAILERW12x26 + DBL 2x NAILERW21x50 + DBL 2x NAILER W12x26 + DBL 2x NAILER W16x26 + DBL 2x NAILERW16x26 + DBL 2x NAILERW12x26 + DBL 2x NAILERW8x10 (8)W16x26 W16x26 W8x10 (6)W8x287 28 30 30 32 H CL CL B K H2 H2 H3 H3 M M NN R T4T4 11 21 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 18' - 8" 20' - 8" 20' - 8" 18' - 8" 20' - 0" 18' - 8" 18' - 8" 18' - 0 1/2"24' - 0"28' - 4"7' - 2"8' - 7 3/8"4' - 8"10' - 3 13/16"12' - 10 3/16"5' - 4 5/8"13' - 5 3/4"22' - 9"15' - 8 1/4"8' - 10 1/4"9' - 1 3/4"8' - 8"8' - 8"10' - 8"8' - 4 3/4"11' - 11" 6' - 0" 6' - 0" 11' - 11" 12' - 2" 24' - 0" 14' - 7" 14' - 7" 24' - 0" 10' - 7" 6" 8' - 11" 19' - 5" 12' - 3 3/4" 16' - 11 1/4"14' - 8"9' - 4"24' - 8"4' - 7"6' - 3"7' - 1"7' - 11"8' - 7 3/16"12' - 10 3/16"4' - 5 5/8"11"13' - 2"10' - 11"6"11' - 7 3/4"24' - 6 1/2"EL 116' - 0" EL 113' - 0" EL 112' - 0" TOC 112' - 0" T W6x9 HSS6 x 4 x 1/4 (LSH) TOS = 113' - 2"W10x22TOS = 112' - 10 3/8"W10x22 TOS = 112' - 10 3/8" W10x22 TOS = 112' - 10 3/8"W16x26TOS = 111' - 2 1/8"W10x22TOS = 112' - 10 3/8"HSS6 x 4 x 1/4 (LSH) TOS = 113' - 2"YW18x35 + DBL 2x NAILERW18x35 + DBL 2x NAILERMECHANICAL EQUIPMENT PLATFORM FLOOR DECK: 2 LAYERS 3/4" T&G PLYWOOD OVER 2x8 JOISTS AT 12" OCHSS8 x 4 x 5/16 (LSH)TOS = 110' - 10 3/4"AHU-6 APPROX WT 2,600 LBS AHU-1, 2, 3, 4 APPROX WT 2,800 LBS AHU-7 APPROX WT 2,800 LB 8 24 3 5 BB-1 BB-1 BB-2 BB-A BB-B BB-C W16x26 TOS = 112' - 1 1/4"W14x22 W14x22W14x22 W8x10 (8)W8x10 (10)W6x12W6x12W6x12W6x12W21x50 + DBL 2x NAILER W6x9 W6x9 W6x9 W6x9 W6x9 W6x9 W6x9 W6x9 W6x12 W6x12 W6x12 W6x9 W6x12W6x12W6x12W6x9 W6x9 W6x9 W6x9 W6x9 W6x9 W6x9 W6x9 W6x12 EL 112' - 0" EL 112' - 0" EL 114' - 0" W16x36 TOS = 112' - 0" MC12x10.6 MC12x10.6MC12x10.6 MC12x10.6MC12x10.6 MC12x10.6 MC12x10.6 MC12x10.6 W14x22 + DBL 2x NAILER W14x22 + DBL 2x NAILER W14x22 + DBL 2x NAILER 1 S06-53 1 S06-53 SIM 2 S06-53 3A S06-53 3 S06-53 3A S06-53 3 S06-53 TYP TYP AT RECESSED VENEER 4A S06-53 4 S06-53 4 S06-53 4A S06-53 4A S06-53 4 S06-53 7' - 0 1/2"4' - 1 1/2"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"7' - 2 1/2"8 1/2" 3' - 8" 3' - 4" 3' - 8" 1' - 8 1/2" 1' - 8 1/2" 3' - 8" 3' - 4" 3' - 8" 1' - 7 1/2"7' - 6 5/8"4' - 1"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 1"7' - 2 1/2"MC12x10.6 7' - 6 1/2" 6" 4' - 5 1/2" 6" 9' - 4"5' - 1 3/8"6"1 S06-36 2S06-364S06-361 S06-37 2S06-373S06-374 S06-37W8x10 (6)W8x10 (6)14 14 18 18 5 S06-53 W16x36 TOS = 112' - 0"W16x26 W DBL 2x NAILER(2) EMBED PL-1/2 6" WIDE x 7'-0" TALL w/ (5) 1/2" DIA HSA 0-5 @ 16 SEE ARCH FOR MOUNTING LOCATION COMPOSITE DECK MARK CACOMPOSITE DECK MARK CA SEE 12/ S06-41 SEE . 12/ S06-41 W8x10 (8)AHU-5 APPROX WT 2,800 LBS 1 S06-53 4 S06-53 4A S06-53 4A S06-53 MECHANICAL EQUIPMENT PLATFORM FLOOR DECK: 2 LAYERS 3/4" T&G PLYWOOD OVER 2x8 JOISTS AT 12" OC 3 S06-16 3 S06-55 3 S06-55 3 S06-55 SIM CANOPY INTEGRAL WITH CURTAINWALL DESIGNED BY CW MFR 2 1/2" 14' - 1 1/2" 14' - 4" 21' - 4" 14' - 4" 14' - 1 1/2" 2 1/2" 10' - 4" 4" 24' - 0"22' - 8" 10' - 4" 3" 7' - 5 1/2" 13 S06-53 13 S06-53 14 S06-53 15 S06-53 15 S06-53 16 S06-53 13 S06-53 13 S06-53 MC12x10.6 1' - 8" 2' - 8" 3' - 6"W6x12W6x12 13 S06-53 13 S06-53 17 S06-53 10 S06-53 18 S06-53 W6x12 W6x12MC12x10.6 MC12x10.6 3' - 6"2' - 3"W6x12W6x12 10 S06-53 17 S06-53 16 S06-53 13 S06-53 13 S06-53 15 S06-53 MC12x10.6MC12x10.6MC12x10.62 3/4"2 3/4"1' - 11"2 3/4"8" 1' - 1 1/2" 6 1/2"6 1/2" 1' - 1 1/2"6' - 7" 6' - 1" 7' - 2" 7' - 2" 7' - 1" 7' - 2" 7' - 1" 7' - 2" 7' - 2" 6' - 1" 6' - 7"1' - 1 1/2" 6 1/2" 6 1/2" 15 S06-52 16 S06-52 15 S06-52 15 S06-52 20 S06-52 TYP 15 S06-52 19 S06-52 19 S06-52 18 S06-52 11 S06-53 11 S06-55 11 S06-55 SIM T8 27 25.9 Q H4H1 S 1W8x10 (6)W8x10 (6)W14x22 1 1 1 HSS8 x 4 x 5/16 (LSH)TOS = 110' - 10 3/4"5 S06-53 HSS6 x 4 x 1/4 (LSH)TOS = 113' - 2"HSS6 x 4 x 1/4 (LSH)TOS = 113' - 2"11 TOS TBD w/ CW MULLION TOS TBD w/ CW MULLION T9 W6x9 W6x9 W6x9 MC12x10.6 MC12x10.6 10 S06-53 1 1 T0T0 W16x26 W DBL 2x NAILEREL 114' - 0"W6x12W6x12MC12x10.6 W6x9 W6x9 W6x9 R.8 1 1 1 W8x10 (8)1 1 3 S06-36 W14x22 W14x22HSS6 x 6 x 1/4TOS = 114' - 0"HSS6 x 6 x 1/4TOS = 114' - 0"HSS6 x 6 x 1/4TOS = 114' - 0"HSS6 x 6 x 1/4TOS = 114' - 0"W8x10 + DBL 2x NAILER4 S06-53 W14x22 + DBL 2x NAILER W8x10 + DBL 2x NAILERW12x26 W12x26W6x12HSS6 x 6 x 1/4 TOS = 114' - 0"6' - 0"HSS6 x 6 x 1/4TOS = 114' - 0" HSS6 x 6 x 1/4 TOS = 114' - 0"HSS6 x 6 x 1/4TOS = 114' - 0"HSS6 x 6 x 1/4 TOS = 114' - 0"HSS8 x 6 x 3/8TOS = 114' - 0"HSS6 x 6 x 1/4TOS = 114' - 0"HSS6 x 6 x 1/4 TOS = 114' - 0"HSS8 x 6 x 3/8TOS = 114' - 0"HSS6 x 6 x 1/4 TOS = 114' - 0" H S S 6 x 6 x 1 /4 T O S = 1 1 4 ' - 0 " HSS12 x 6 x 3/8 TOS = 114' - 6"HSS12 x 6 x 3/8 TOS = 114' - 6" HSS12 x 6 x 3/8 TOS = 114' - 6" PLAN NOTES: TECHNICAL MEZZANINE & CATWALK LEVELS 1. FINISH FLOOR ELEVATION VARIES AND IS NOTED ON PLAN (RELATIVE TO DATUM 100'-0"). SEE GENERAL NOTES. TOP OF SLAB IS TYPICALLY AT FINISH FLOOR UNLESS NOTED OTHERWISE. 2. TYPICAL FLOOR SLAB IS 3 1/2" CONCRETE OVER 3" COMPOSITE METAL DECK (6 1/2" TOTAL THICKNESS). 3. MECHANICAL PLATFORM FLOORS ARE TWO LAYERS OF 3/4" T&G PLYWOOD OVER 2x JOIST FRAMING. ALL WOOD FRAMING IS TO BE FIRE RETARDANT TREATED. 4. UNLESS NOTED OTHERWISE, STEEL BEAMS SHALL BE CENTERED ON AND EQUALLY SPACED BETWEEN COLUMN LINES. 5. TC INDICAES TOP OF COLUMN AT IN-FRAMING BEAM ELEVATION. 6. SHEET INDEX: GENERAL NOTES S06-01 STAEMENT OF SPECIAL INSPECTIONS S06-02 TYPICAL CONCRETE DETAILS S06-31,32 TYPICAL CMU DETAILS S06-41 MASONRY WALL SCHEDULE S06-42 TYPICAL STEEL DETAILS S06-51,52 COLUMN SCHEDULE S06-51 LATERAL BRACE ELEVATIONS S06-61 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-12 MEZZANINE LEVEL FRAMING PLAN 04/07/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 1 MEZZANINE LEVEL FRAMING PLAN DC B A E AA A A A A AA A A A AA A A A TC 1 REVISIONS A 05.21.2018 IFP Addendum 01 GG D B JJ H F C A T P M W R N L CL CL FOLLOW SPOT 204 B.B. CATWALK T1 T2 T3 T4 T5 T6 13 19 2210 24' - 8" 35 32 32 30 30282520 34 34 24 23 26 29 3127 BB-2BB-1 2111 6 6 4 4 2 2 127 1 8 935 YY Z Z T8 T9 K BB-C BB-A BB-B H2 H3 H4H1 14 14 18 18 XX T7 T0 S Q 26.9 CATWALK #4 CATWALK #3 CATWALK #2 CATWALK #1 CONNECTOR CONNECTOR TECH. STAIR 137 TECH. STAIR 136 TECH. STAIR 200C 28' - 2" 28' - 2" 26' - 8" 24' - 6" 18' - 0" 28' - 2"28' - 2" C3A BBC204 28' - 2" 14' - 0"18' - 0" CATWALK #5 GG JJ 1 35252012 12" CMU 1 1/2" DIA SCHED 40 PIPE, TYP 1 1/8" T&G PLYWOOD DECK TYP MC 12x10.6 W 1 1/2" DIA SCHED 40 PIPE BELOW TYP L3x3x1/4 CONT TYP SEE MC12x10.6, TYP UNO AT HALL 6 6 C D 2 2 L T7T7 XX ZZ 9 23 34 34 4 4 31 29 W 26 A 13 19 11' - 11" 6' - 0" 6' - 0" 11' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 6" 8' - 11" 19' - 5" 12' - 3 3/4" 16' - 11 1/4" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 18' - 8" 20' - 8" 20' - 8" 18' - 8" 20' - 0" 18' - 8" 18' - 8" 18' - 0 1/2"24' - 0"28' - 4"7' - 2"13' - 3 3/8"10' - 3 13/16"12' - 10 3/16"5' - 4 5/8"13' - 5 3/4"22' - 9"15' - 8 1/4"8' - 10 1/4"9' - 1 3/4"8' - 8"8' - 8"10' - 8"8' - 4 3/4"14' - 8"9' - 4"24' - 8"4' - 7"6' - 3"7' - 1"7' - 6"9' - 0 3/16"12' - 10 3/16"4' - 5 5/8"11"24' - 7"11' - 7 3/4"24' - 6 1/2"10 22 F 7 28 30 30 32 H CL CL B K H2 H2 H3 H3 M M NN R T4T4 25' - 6"25' - 6" 6' - 9 1/2" 17' - 11"29' - 4" 2 1/2" 14' - 1 1/2" 14' - 4" 10' - 8" 10' - 8" 14' - 4" 25' - 0"24' - 0"22' - 8" 10' - 7" 7' - 5 1/2" 11 21 T YHSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 6 x 1/4 (LSH)TOS = 119' - 3 1/2"HSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 6 x 1/4 (LSH)TOS = 119' - 3 1/2"HSS8 x 2 x 1/4 (LSH)TOS = 118' - 11 1/2"HSS8 x 4 x 5/16 (LSH)TOS = 118' - 10 3/4"COMPOSITE DECK MARK CA 8 24 3 5 W8x10 (6)W8x10 (6)BB-1 BB-1 BB-2 BB-A BB-B BB-C 4 S06-15 W10x33 TOS = 117' - 2 7/8"W12x26TOS = 119' - 5"W10x22TOS = 119' - 5"W10x33TOS = 117' - 3 251/256"W10x22 TOS = 117' - 2 7/8" W10x22 TOS = 117' - 2 7/8" 3A S06-53 3 S06-53 TYP TYP AT RECESSED VENEER 3A S06-53 3 S06-53 TYP TYP AT RECESSED VENEER 3 S06-53 TYP W16x31 (10) 1 S06-36 2S06-364S06-361 S06-37 2S06-373S06-374 S06-37 W8x10 (10)4 1/2"5' - 0"TOC 124' - 8"W8x10 (6)14 18 1' - 4" 2' - 3 1/2" 5' - 8 1/2" 5' - 4" 5' - 4" 4' - 0" 4' - 4 1/2" 8' - 7 1/2"W8x10 (6)5 S06-53 16 S06-54 15 S06-54 16 S06-54 16 S06-54 15 S06-54 16 S06-54 TYP TYP TYP TYP 21 S06-54 W14x90 W8x10 (4)3 S06-16 9 S06-53 9 S06-53 TYP TYP 10/ S06-53 W16x31 (10)W8x10 (6)W10x22 TOS = 117' - 2 7/8" 4' - 8" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 4' - 8" 10' - 5 1/2" 59' - 3 1/4" 3' - 9" 3' - 3" 3' - 0" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 1" 3' - 2" 3' - 1" 3' - 0" 3' - 3" 3' - 9"3' - 11"3' - 9"3' - 2"3' - 1"3' - 2"3' - 1"3' - 1"3' - 1"3' - 1"3' - 2"3' - 1"3' - 0"3' - 0"3' - 0"3' - 1"3' - 7"5 1/2"5 1/2" 5 S06-61 6 S06-61 5 S06-62 2 S06-61 19 S06-53 19 S06-53 OP HD 11 S06-53 HSS5 x 5 x 5/16 TOS = 118' - 11 1/2" 9" HSS5 x 5 x 5/16 TOS = 118' - 11 1/2" 9" A T8 27 25.92' - 2"3' - 10"10' - 2"3' - 10"10' - 5 1/2" Q H4H1 S 1 3A S06-53 3 S06-53 TYPTYP AT RECESSED VENEER W10x22TOS = 117' - 2 7/8"1 3A S06-531 1 SIM HSS8 x 4 x 5/16 (LSH)TOS = 118' - 10 3/4"5 S06-53 TYP AT RECESSED VENEER 1 3A S06-53 3 S06-53 TYP TYP AT RECESSED VENEER HSS12 x 6 x 1/4 TOS = 124' - 10"T0 EL 126' - 8" EL 124' - 6" 1 1 1 HSS12 x 6 x 1/4 TOS = 124' - 10"HSS6 x 6 x 1/4 TOS = 124' - 10" 3 S06-36 HSS6 x 6 x 1/4 TOS = 124' - 10" HSS2x2x1/4 POST AT EA CATWALK EDGE CHANNEL CROSSING HSS6 x 6 x 1/4 TOS = 124' - 10" HSS6 x 6 x 1/4 TOS = 124' - 10" HSS12 x 6 x 1/4 HIGH TOS = 127' - 0" HSS6 x 6 x 1/4 HIGH TOS = 127' - 0" HSS6 x 6 x 1/4 HIGH TOS = 127' - 0" HSS12 x 6 x 1/4 HIGH TOS = 127' - 0" TC EL 127' - 0"TC EL 127' - 0" 7 S06-53 7 S06-53 HSS6x2x1/4 & 1 1/2" DIA SCHED 40 PIPE, TYP 7 S06-53 7 S06-53 19 S06-53 19 S06-53 OP HD HSS2x2x1/4 POST AT EA CATWALK EDGE CHANNEL CROSSING UPPER CATWALK UPPER CATWALK 23 S06-53 23 S06-53 W14x30 HIGH TOS = 127' - 1" W14x30 TOS = 124' - 11" W14x30 HIGH TOS = 127' - 1" W14x30 TOS = 124' - 11"HSS12 x 6 x 1/4 HIGH TOS = 127' - 0"HSS12 x 6 x 1/4 HIGH TOS = 127' - 0"0" 23 S06-53 PLAN NOTES: TECHNICAL MEZZANINE & CATWALK LEVELS 1. FINISH FLOOR ELEVATION VARIES AND IS NOTED ON PLAN (RELATIVE TO DATUM 100'-0"). SEE GENERAL NOTES. TOP OF SLAB IS TYPICALLY AT FINISH FLOOR UNLESS NOTED OTHERWISE. 2. TYPICAL FLOOR SLAB IS 3 1/2" CONCRETE OVER 3" COMPOSITE METAL DECK (6 1/2" TOTAL THICKNESS). 3. MECHANICAL PLATFORM FLOORS ARE TWO LAYERS OF 3/4" T&G PLYWOOD OVER 2x JOIST FRAMING. ALL WOOD FRAMING IS TO BE FIRE RETARDANT TREATED. 4. UNLESS NOTED OTHERWISE, STEEL BEAMS SHALL BE CENTERED ON AND EQUALLY SPACED BETWEEN COLUMN LINES. 5. TC INDICAES TOP OF COLUMN AT IN-FRAMING BEAM ELEVATION. 6. SHEET INDEX: GENERAL NOTES S06-01 STAEMENT OF SPECIAL INSPECTIONS S06-02 TYPICAL CONCRETE DETAILS S06-31,32 TYPICAL CMU DETAILS S06-41 MASONRY WALL SCHEDULE S06-42 TYPICAL STEEL DETAILS S06-51,52 COLUMN SCHEDULE S06-51 LATERAL BRACE ELEVATIONS S06-61 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-13 CATWALK LEVEL FRAMING PLAN 04/07/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 1 CATWALK LEVEL FRAMING PLAN DC B A E A A A A A A A A A A REVISIONS A 05.21.2018 IFP Addendum 01 GG JJ 1 35252012 HANGER FOR 1500# LOAD, TYP HSS3 1/2x3 1/2x1/4 AT BOT OF JOISTS TO SUPPORT CATWALKS CATWALK HANGERS HSS6x2x1/4 & 1 1/2" DIA SCHED 40 PIPE, TYP NOTE: SEE THEATER AND ARCH FOR LIGHT MOUNTING PIPE RAILS, CABLES, HAND RAILS, GUARD RAILS, STAIRS, ETC... 6 6 C D 2 2 L T7T7 XX ZZ 9 23 34 34 4 4 31 29 W 26 A 13 1910 22 F 8' - 0" 8' - 0" 8' - 0" 9' - 9" 9' - 8" 9' - 9" 8' - 0" 8' - 0" 8' - 0" W14x22W14x22W14x22 W18x35 7 28 30 30 32 H CL CL B W14x90 K H2 H3 M M NN P R T1T1 T2T2 T3T3 T4T4 T5T5 T6T6 TOS 130' - 0" 11 21 6' - 9 1/2" 17' - 11" 17' - 11"24' - 0"28' - 4"7' - 2"13' - 3 3/8"12' - 4 5/8"10' - 9 3/8"5' - 4 5/8"13' - 5 3/4"22' - 9"15' - 8 1/4"8' - 10 1/4"9' - 1 3/4"8' - 8"8' - 8"10' - 8"8' - 4 3/4"3' - 3 1/4"11' - 11" 6' - 0" 6' - 0" 11' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 6"8' - 11" 19' - 5" 12' - 3 3/4" 16' - 11 1/4"14' - 8"9' - 4"24' - 8"10' - 10"25' - 8"10' - 9 3/8"5' - 4 5/8"36' - 2 3/4"24' - 6 1/2"2 1/2" 14' - 1 1/2" 14' - 4" 21' - 4" 14' - 4" 14' - 4" 10' - 8" 24' - 0"22' - 8" 10' - 7" 7' - 5 1/2" 2 S06-61 4 S06-61 3 S06-61 5 S06-61 6 S06-61 5 S06-62 T W12x19 W14x22 HSS14 x 10 x 3/8TOS = 129' - 6"W18x35 (16) bentW14x22 (16)W16x26 (16)W18x40 (18) BENTW18x35 (16)W14x22 Y 8 24 DBP 44LH - J16" 17' - 5" 9' - 8 1/2" 9' - 8 1/2" 9' - 9" 9' - 9" TOS 128' - 9" TOS 129' - 6 1/2" TOS 128' - 6 1/2" TOS 129' - 6" W16x26 W12x19 W16x26 W12x19 W14x22 W14x22 W14x22 W14x22W18x35 W16x40 TOS = 129' - 9" W14x22 W14x22 HSS14 x 10 x 3/8TOS = 129' - 6"C15x33.9C15x33.9W16x26 HSS14 x 10 x 3/8 HSS14 x 10 x 3/8 HSS14 x 10 x 3/8 DBP 44LHDBP 44LHDBP 44LHDBP 44LHW16x26 W8x10 W12x19 3 5 2 1/2" BB-1 BB-1 BB-2 BB-A BB-B BB-C W16x26 W14x22 (10)W16x26 (16)W18x35 (16)W18x35 (16)4 S06-15 TOS 129' - 3 7/8" TOS 128' - 6 1/2"W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W16x26W14x22W10x12W14x22W14x22W14x22W16x26W12x19W12x19W12x19W16x26W18x40W16x31W12x19W12x19W12x19W18x40W12x19W12x19W12x19W18x40W16x26W12x19W12x19 W12x19W12x50 W12x50 W12x50 W12x50 HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"W12x19 W12x19 W12x19 W14x22W14x22W12x19W14x2252' - 3 5/8"11' - 4 13/16"13' - 2"27' - 8 13/16"W16x31 W18x35 W14x22W14x22W14x22W14x22W14x22 W14x22W10x12W10x12W14x22W10x12W14x22 (10)W14x22W18x40W10x12 (8) W10x12 (8) W10x12 (8) W14x22 (8) W10x12 (8) W10x12 (8)W10x12 (10)W10x12 (10)W10x12 (10)W10x12 (10)W10x12 (10)W10x12 (10)W10x12 (10)W16x26 (10)W10x12 (8) W10x12 (8) W10x12 (8) W10x12 (8) W10x12 (8) W10x12 (8) W10x12 (8) W12x14 (6) W10x12 (8) W10x12 (8) W10x12 (8) W10x12 (8) W10x12 (8)W8x10W8x10W8x10W8x10W8x10W14x22W14x22W14x22W14x22W14x22W14x22W14x22W14x22W16x26W24x68 W21x44 1 S06-36 2S06-364S06-361 S06-37 2S06-373S06-374 S06-37 HSS14 x 10 x 3/8 HSS14 x 10 x 3/8HSS14 x 10 x 3/8TOS = 129' - 6"W12x14 W18x35 W18x35 W14x22 W14x22 6 S06-54 6 S06-54 9' - 7" 7 S06-54 6"12 S06-54 W14x22 6"5 S06-15 10 S06-54 14 18 W16x26W16x26 W16x26W8x10W8x104' - 4"W8x10W8x10W8x10W8x10W14x22 (8) W10x12 (2) W14x22 (2) W12x14 (2) W12x14 (3) TOC 128' - 9 1/2" W10x12 (2) W10x12 (8) W14x22 W12x14W10x12 (8)W10x12 (2) 10 S06-54 11 S06-54 11 S06-54 16 S06-54 15 S06-54 16 S06-54 15 S06-54 16 S06-54 16 S06-54 TYP 18 S06-54 1 S06-55 18 S06-54 24 S06-54 24 S06-54 W8x1018 S06-54 24 S06-54 18 S06-54 1 S06-55 24 S06-54 24 S06-54 W16x45W16x45 TYP TYP TYP CMU AND CONCRETE WALL NOT SHOWN FOR CLARITY SEE DETAILS 21 S06-54 3 S06-55 19 S06-54 3 S06-55 9 S06-55 20 S06-54 TYP AT HANGER TOC 128' - 9 1/2" TOC 129' - 7" TOC 128' - 9 1/2" TOC 129' - 9 1/2" 13 S06-54 13 S06-54 13 S06-54 13 S06-54 TOS 129' - 6" 17 S06-54 23 S06-54 TYP AT COLUMN 22 S06-54 21 S06-54 21 S06-54 W12x14 W12x14 22 S06-54 12' - 3 3/4" W16x26 W16x26 W16x26 3 S06-16 W14x22 W16x26 W12x19W14x22W12x14HOIST BMTOS = 133' - 0"HSS14 x 10 x 3/8TOS = 129' - 4"SIM W16x26HSS14 x 10 x 3/8TOS = 129' - 4"4 S06-55 4 S06-55HSS14 x 10 x 3/8TOS = 129' - 4"HSS14 x 10 x 3/8TOS = 129' - 4"TYP AT MASONRY VENEER RECESS 1 S06-55 1 S06-55 TYP AT MASONRY VENEER RECESS 8 S06-55 8 S06-55 17 S06-55 17 S06-55 OH 21 S06-54 21 S06-54 C11 14 S06-55 11' - 5" 18' - 8" 20' - 8" 20' - 8" 18' - 8" 20' - 0" 18' - 8" 18' - 8" 18' - 0 1/2" T8 27 4' - 4" W14x22 W14x22HSS14 x 10 x 3/8 W14x22HSS14 x 10 x 3/8HSS14 x 10 x 3/8 HSS14 x 10 x 3/8 HSS14 x 10 x 3/8TOS = 129' - 6"3" 6' - 9 1/2" 9' - 0" 8' - 11" 9' - 0" 8' - 11" 5' - 8 1/2" 5' - 8 1/2" W16x26 W16x26 4"4' - 0" 25.9W14x22 (16)W12x14 (10)W16x26 (16)14 S06-41 W14x22 (8)W10x12 (8) Q Q H4H1 SS 1 TOS 129' - 0 3/8"TOS 129' - 0 3/8" TOS 129' - 6" TOS 129' - 6" TOS 129' - 6" 9' - 10" 9' - 8" 9' - 10"8' - 10"1 W10x12W10x12W10x12W10x12W10x12W10x12 1 1 S06-55 TYP AT MASONRY VENEER RECESS HSS14 x 10 x 3/8HSS14 x 10 x 3/8TOS = 129' - 6"HSS14 x 10 x 3/8 HSS14 x 10 x 3/8 TOS = 129' - 6" W8x10 W8x10 W12x14 (2) W12x14 (2) W10x12 (8) W10x12 (8) W10x12 (2) W10x12 (2)W16x26 (16)W14x22 (10)1 W14x22 W12x14 (6)W14x221 1W14x22W10x12W10x12W10x12W10x12W10x12W10x12W10x12 W10x12W10x12W10x12W10x12 1 1 12 S06-55 1 22 S06-54 W14x22W14x22 W14x22W14x22HSS14 x 10 x 3/8 22 S06-54 SIM TYP AT MASONRY VENEER RECESSW14x22W14x22 W14x22W14x22W10x12W10x12 W12x14 (10) TYP AT MASONRY VENEER RECESS 1 S06-55 TYP AT MASONRY VENEER RECESS 22 S06-54 1 1 1 SIM 21 S06-54 TYP T9W16x261 T0T0 W10x12 (8) 1 1 W21x50 1 1 W18x40 1 1 W14x22W14x22 1W18x40 (18)W16x26 (8)W12x14 (2) W12x14 (2) W14x22 (3) COMPOSITE SLAB MARK CB CHANGE IN DECK SPAN DIRECTION 1 1 W10x12 (8) W10x12 (8) COMPOSITE SLAB MARK CB 1 W10x12 (4) W10x12 (2) 1 1 1 1 3' - 2 1/4"3' - 0"2' - 6"5' - 6"2' - 7 1/2"6' - 8 3/4"2' - 6"C15's BEAR ON CMU WALL IN POCKET, TYP SEE 9/ S06-41 W18x35 W18 CONTINUOUS OVER CMU. PROVIDE LONGSLOTTED HOLES IN W18 BOT FLANGE ALIGNED w/ WEB FOR ANCHOR BOLTS. 3 S06-36 W16x26 (10)W14x22 (10)W14x22 (10)W14x22 (10)W14x22 (10)W14x22 (10) MC12x10.6, TYP UNO AT HALL EL 128' - 2"7 S06-53 7 S06-53 7 S06-53 7 S06-53 1' - 6" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 1' - 6" 2 ' - 4 "1 ' - 3 1 /2 "2' - 4"1' - 3 1/2"1' - 11"1' - 11"1' - 11"1' - 11"12' - 4"2' - 4" 1' - 4 1/4" 2 ' - 4 "1 ' - 4 1 /4 " HSS2x2x1/4 POST AT EA CATWALK EDGE CHANNEL CROSSING W14x22 (10)W14x22 (10)1 19 S06-53 19 S06-53 19 S06-53 19 S06-53 LOWER CATWALK L3x3x 1/4 BRACE TOP OF COLUMN JUST UNDER DECKING TO TOP OF ADJACENT BEAM TYPICAL WHERE SHOWN L4x4x 1/4 BRACE TOP OF COLUMN JUST UNDER DECKING TO TOP OF ADJACENT BEAM TYPICAL WHERE SHOWN6' - 6"8' - 0"8' - 0"8"TOS 128' - 6 1/2"21 S06-53 HSS2x2x1/4 POST AT EA CATWALK EDGE CHANNEL CROSSING 22 S06-53 23 S06-53 12 S06-53 W14x30 TOS = 128' - 7" 21 S06-53 22 S06-53OP HD OP HD OP HD OP HD 20 S06-53 20 S06-53 OH 12 S06-53 OH 20 S06-53 EL 128' - 2" 20 S06-53 OH 18' - 2 13/16"TOS 129' - 4" TOS 128' - 6 1/2" TOS 129' - 4" TOS 128' - 6 1/2" W12x14 4' - 0"HSS5 x 5 x 5/16HSS5 x 5 x 5/161' - 2"11"6' - 3"7' - 1"7' - 6"7 3/8"PLAN NOTES: ROOF LEVEL 1. TOP OF ROOF STRUCTURE IS SLOPED FOR DRAINAGE. SEE TOP OF STEEL ELEVATIONS AND TOP OF CONCRETE ELEVATIONS NOTED ON THE FRAMING PLANS. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES UNLESS SHOWN OTHERWISE. 2. UNLESS NOTED OTHERWISE, SHEEL BEAMS SHALL BE CENTERED AND EQUALLY SPACED BETWEEN COLUMN CENTERLINES. 3. SEE OVERALL PLAN AND GENERAL NOTES FOR ROOF DECK TYPE, SPAN DIRECTION AND CONNECTIONS. 4. BEAM-COLUMN CONNECTIONS FOR BEAMS ANNOTATED WITH "F = xx KIPS" ARE TO BE DESIGNED TO TRANSFER THE HORIZONTAL LOAD SHOWN ON THE PLAN. CONNECTION DESIGN SHALL BE BY A LICENSED PROFESSIONAL ENGINEER WORKING FOR THE FABRICATOR AND REGISTERED IN THE STATE OF THE PROJECT. ALL PROVIDED FORCES ARE FACTORED FOR "LRFD" DESIGN PROCEDURES. 5. SHEET INDEX: GENERAL NOTES S06-01 STAEMENT OF SPECIAL INSPECTIONS S06-02 TYPICAL CONCRETE DETAILS S06-31,32 TYPICAL CMU DETAILS S06-41 MASONRY WALL SCHEDULE S06-42 TYPICAL STEEL DETAILS S06-51,52 COLUMN SCHEDULE S06-51 LATERAL BRACE ELEVATIONS S06-61 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-14 LOW ROOF FRAMING PLAN 05/01/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 1 LOW ROOF FRAMING PLAN DC B A E A A A A A A A A A A A A A A A 1 1 REVISIONS A 05.21.2018 IFP Addendum 01 W24x84W24x68W24x68W24x68W24x68W24x68W24x68W24x68TRUSS J W24x84W24x76 HORIZ HSS2x2x1/4 @ BOT FLANGE OF W24s TYP T7 37' - 1"78' - 0 3/4"10 22 51' - 0"15' - 2" CL K H2 H3 M N T1 T2 T3 T4 T5 T6 2 S06-16 1 S06-16 TYP AT 8 HIGH ROOF TRUSSES 11 21 9' - 8"4' - 4"1' - 0"8' - 7 3/16"4' - 2 13/16"11' - 10"4' - 4"22' - 5 3/16"CONT BENT PL AND CONT HORIZ & DIAG BRACING SEE WT7x24WT7x24WT7x24WT7x24WT7x24WT7x24WT7x24WT7x24WT7x248 24 HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/84 S06-15 2' - 0 3/8" 4' - 9 1/2"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 1 S06-36 2S06-364S06-3614 18 W12x14W12x1420 S06-41 20 S06-41 21 S06-41 22 S06-41 22 S06-41 23 S06-41 W12x14 W14x22 W16x26W16x26W21x505' - 4"1' - 8"2' - 6"W16x26W12x14 W12x14 high W12x14 TOC 147' - 7 1/2" 3 S06-16 14' - 1 1/2" 14' - 4" 10' - 8" 10' - 8" 14' - 4" 14' - 1 1/2" HIGH ROOF TRUSS T1 HIGH ROOF TRUSS T2 HIGH ROOF TRUSS T3 HIGH ROOF TRUSS T4 HIGH ROOF TRUSS T5 HIGH ROOF TRUSS T6 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 C6x8.2 2 S06-54 L5x5x1/2 DIAG BRACING 4/ S06-15 W21x44 TOS = 142' - 7"4 S06-54 8 S06-54 T8 WT7x24HSS8 x 6 x 3/8Q W24x68W21x50W16x26T9T929' - 10 3/8"6' - 0"2' - 6"7' - 2"2' - 6"6' - 8"1' - 4"9' - 6"9' - 0 3/8"T0HIGH ROOF TRUSS T0 HIGH ROOF TRUSS T7 W16x26W18x40W16x26W18x401 1 3 S06-36 W10x22 HSS8 x 6 x 3/8W16x26W16x2624 S06-41 DIAGONAL BRACING BTWN HANGERS 7' ABOVE WALKWAY TYPICAL 17 S06-42 17 S06-42 CURTAIN TRACK SUPPORT TUBES 15 S06-55 TYP @ CURTAIN SPPRT 1 16 S06-55TYP @ CURTAIN CABINET 1 20 S06-55 1HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/8HSS8 x 6 x 3/81 S06-16 T2 T4 T6 2 S06-16 BB-A 1 MAX 1 HSS 6x2x1/4 HANGER TYP BACK SIDE AT PERFORMANCE HALL 7 S06-53 TYP AT PERF HALL MC 12x10.6 CONT TYP AT PERF HALL CATWALKS 1 1/2" DIA STD PIPE HANGER TYP STAGE SIDE AT PERF HALL PROSCENIUM TRUSS SEE WT7x24 W24x68 FF EL SEE PLAN HSS 2x2x1/4 TYP SEE PLAN HSS 6x6x1/4 CONT BENT PL 3/8 (0-6/0-6) TOP CHORD BRACING L 4x4x1/4 CONT HORIZ BRACING L 4x4x1/2 DIAGONAL BRACING5 S06-54 5 S06-54 2' - 0" 9' - 0 3/8" 9' - 6" 11' - 4" 1 S06-54 2/ S06-16 3 S06-16 CONT HSS 6x4x5/16 T8 FF EL SEE PLAN FF EL SEE PLAN FF EL SEE PLAN T9 T0 3 S06-36 24 S06-41 EL 126' - 0"8' - 0" CLEARL2X2X 1/8 BRACING @ EA HANGER BELOW BOT OF TRUSS TYP ARCHL BANNER SUPPORT BENT PL 3/16 X 12 X 4 X 0-6 2 PER BANNER COORD HOLES WITH BANNER MANUF HSS 5X3X 1/4 HORIZ L3 1/2 X3 1/2 X 3/8 DIAGONAL BRACING @ EA HANGER 8' OC, TYP 8' - 0"7' - 10 1/4"8' - 0"HSS 5X3X 1/4 HORIZ L3 1/2 X3 1/2 X 3/8 DIAGONAL BRACING @ EA HANGER 8' OC, TYP 45.00°HSS 4x4x 1/4 HSS 4x4x 1/4HSS 4x4x 1/4 DIAGONAL BRACING @ EA HANGER 8' OC, TYP 30' - 0" 30' - 0" 10 H2 8 1/2" STEEL PLATE C15x33.9C15x33.9EL 130' - 0" W16x40 TOS = 129' - 9" 13' - 7 1/2" 2' - 5" 6 S06-53 3' - 0"2' - 6"5' - 6"2' - 7 1/2"6' - 8 3/4"2' - 6"3' - 2 1/2"T8 H1 T9 PLAN NOTES: ROOF LEVEL 1. TOP OF ROOF STRUCTURE IS SLOPED FOR DRAINAGE. SEE TOP OF STEEL ELEVATIONS AND TOP OF CONCRETE ELEVATIONS NOTED ON THE FRAMING PLANS. SLOPES SHALL BE UNIFORM BETWEEN COLUMN CENTERLINES UNLESS SHOWN OTHERWISE. 2. UNLESS NOTED OTHERWISE, SHEEL BEAMS SHALL BE CENTERED AND EQUALLY SPACED BETWEEN COLUMN CENTERLINES. 3. SEE OVERALL PLAN AND GENERAL NOTES FOR ROOF DECK TYPE, SPAN DIRECTION AND CONNECTIONS. 4. BEAM-COLUMN CONNECTIONS FOR BEAMS ANNOTATED WITH "F = xx KIPS" ARE TO BE DESIGNED TO TRANSFER THE HORIZONTAL LOAD SHOWN ON THE PLAN. CONNECTION DESIGN SHALL BE BY A LICENSED PROFESSIONAL ENGINEER WORKING FOR THE FABRICATOR AND REGISTERED IN THE STATE OF THE PROJECT. ALL PROVIDED FORCES ARE FACTORED FOR "LRFD" DESIGN PROCEDURES. 5. SHEET INDEX: GENERAL NOTES S06-01 STAEMENT OF SPECIAL INSPECTIONS S06-02 TYPICAL CONCRETE DETAILS S06-31,32 TYPICAL CMU DETAILS S06-41 MASONRY WALL SCHEDULE S06-42 TYPICAL STEEL DETAILS S06-51,52 COLUMN SCHEDULE S06-51 LATERAL BRACE ELEVATIONS S06-61 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-15 HIGH ROOF FRAMING PLAN 05/01/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 1 HIGH ROOF FRAMING PLAN 1/4" = 1'-0" 4 1/8" = 1'-0" 5 LOADING GALLERY PLAN TYP 1 REVISIONS 1 09.18.18 Change Order 01 1 1022CL 824 W18x40 TOS = 142' - 4" HSS8 x 6 x 3/8 TOS = 147' - 0" 1' - 6"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"1' - 6" W14x90 TOS 127' - 2" 1418 16 S06-62 16 S06-62 STD SHEAR CONNECTION STANDARD SHEAR CONNHSS4 x 4 x 1/4W21x44 TOS = 142' - 7" W21x44 TOS = 142' - 7" HSS4 x 4 x 1/4 HSS4 x 4 x 1/4 HSS4 x 4 x 1/4 H S S 4 x 4 x 1/4H S S 4 x 4 x 1 /4 H S S 4 x 4 x 1 /4 HSS4 x 4 x 1/4HSS4 x 4 x 1/4HSS4 x 4 x 1/4HSS4 x 4 x 1/4HSS4 x 4 x 1/422 S06-62 F = 60 K F = 25 K F = 10 K F = 10 K F = 2 5 K F = 6 0 KF = 35 K F =20 K F = 10 K F = 5 K F = 10 K F = 20 K F = 35 K W16x40 W12x14 HSS4 x 4 x 1/4TOS 129' - 9" W12x14 high HSS4 x 4 x 1/4HSS4 x 4 x 1/4CL CONT CANTED L 3x2x1/4 ANGLE FOR DECK SUPPORT ATTACHED TO TOP CHORD AT TRUSS T3-T7 ONLY 8' - 0" ADDL PANEL8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0" AT TRUSS T3-T7 ONLY 8' - 0" ADDL PANEL VARIESVARIES 6' - 8"18 S06-62 17 S06-62 F = 80 K F = 65 K F = 40 K F = 20 K F = 80 K F = 65 KF = 40 KF = 20 KF = 55 K F = 40 K F = 25 K F = 20 K F = 25 K F = 40 K F = 55 K 2L3 x 3 x 1/4 2L3 x 3 x 1/4 2L3 x 3 x 1/4 2L3 x 3 x 1/4 2L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/4WT7x37 (F = 200 K)2L3 x 3 x 1/42L3 x 3 x 1/4HSS6 x 6 x 3/8 (F = 165 K)2L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/42L3 x 3 x 1/4F = 65 K F = 65 K F = 90 KF = 90 K21 S06-55 21 S06-55 OP HD CL HSS 3x2x 1/4SLOT TUBE HANGER WELD ALL AROUND TO WT9X17.5 6" V OVERLAP 2' - 0 3/8"10 1/2" 1/4 2-12 TYP C15x33.9 C15x33.9 6 S06-53 HSS 3x2x 1/44' - 0" W10x22 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-16 FRAME ELEVATIONS 03/22/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/4" = 1'-0" 2 PROSCENIUM TRUSS 1/4" = 1'-0" 1 TRUSS AT HIGH ROOF 1/4" = 1'-0" 3 STAGE CATWALK SECTION A A 1 REVISIONS A 05.21.2018 IFP Addendum 01 STRAIGHT SHAFT PIER BEARING STRATUM SEE GENERAL NOTES TOP OF BEARING STRATUM PENETRATION MEASURED FROM TOP OF BEARING STRATUM OR BOTTOM OF STEEL CASING, WHICH- EVER RESULTS IN DEEPER PIER TOP OF PIER ELEVATION SEE PLAN PIER REINFORCING - SEE SCHEDULE #3 TIES @ 18 FOR PIERS UP TO 36" DIA #4 TIES @ 18 FOR PIERS OVER 36" DIA (SPIRAL REQUIRED FOR 24" DIA PIERS AND SMALLER - SEE NOTE BELOW FOR OTHER INFO). FINISH FLOOR ELEVATION DOWELS / ANCHOR BOLTS: 1. USE 4 #5 x 4' - 0" IN 6"x6" PATTERN UNO. 2. SEE COL SCHEDULE AND BASE PLATE DETAILS FOR ANCHOR BOLTS. 3. SEE COL SCHEDULE FOR DOWELS TO CONCRETE COLS. 4. SEE PIER CAP DETAILS FOR DOWELS TO CAPS. PIER MARKP2 98' - 0"TOP OF PIER EL OTHER THAN TYPICALVARIESSEE PLANSAND DETAILSPENETRATION3" CLRDIASHAFT3" CLR6" M IN 2 ADDL TIES SPACED EQUALLY3" CLRTIE SPATYPSEE REBAR BENDS AND HOOKS DETAIL FOR ROUND TIE DETAIL. STAGGER TIES SO THAT ADJACENT TIES DO NOT ENGAGE THE SAME VERTICAL BAR WITH END HOOKS. SPIRAL REINFORCING OF EQUAL SIZE AND PITCH TO MATCH TIE SPACING IS AN ACCEPTABLE ALTERNATIVE. PROVIDE 1 1/2 TURNS TOP AND BOTTOM. POLE, BASE PLATE, ANCHOR BOLTS & COVER BY POLE MFR SEE TYPICAL PIER DETAIL FOR ADDL INFORMATION. 3/4" CHAMFER GROUND OR SITE PAVING 2 #4 TIES @ 2" AT TOP RUBBED FINISH @ EXPOSED CONCRETE SITE LIGHT POLE FOUNDATION8' - 0" .CONDUIT SEE ELECTRICAL DWGS SLOPE TOP OF CONCRETE TO DRAIN SEE ARCH, MEP OR MATCH EXISTINGBASED ON 25' - 0" MAXIMUM TALL POLE AND FIXTURE WITH 2.1 SF EFFECTIVE PROJECTED AREA 24" DIA PIER REINF: 6#6 VERT W/ #4 TIES @ 18 INTERIOR STEEL COLUMN BASE SEE BASE PLATE DETAILS SEE PLAN VIEW 2#4 TIES CONSTRUCTION JOINT OR SAWED JOINT- SEE PLAN PLAN VIEW PIER BELOW STEEL SHAPE - SEE COLUMN SCHED ELEVATION CLASS A LAP SPLICEUNO2 253/256" TYPINTERIOR STEEL COLUMN BASE SEE BASE PLATE DETAILS SEE PLAN VIEW 2#4 TIES CONSTRUCTION JOINT OR SAWED JOINT- SEE PLAN PLAN VIEW PIER BELOW STEEL SHAPE - SEE COLUMN SCHED ELEVATION UNO3" TYPBACKFILL @ GRADE BEAM TOP SOIL (SLOPE AWAY FROM BLDG) COMPACTED CLAY FILL (SLOPE AWAY FROM BLDG) RETAINED VOID UNDER GRADE BEAM PER TYPICAL DETAILS CONCRETE SLAB COVER BOARD AND VAPOR RETARDER MOISTURE RESISTANT CARDBOARD VOID FORMS VOID BOX - SLABNOTESSEE GNVOID BOX - BM OR WALL GRADE BEAM OR WALL VOID RETAINER BACKFIL L CONTINUOUS MOISTURE RESISTANT CARDBOARD VOID FORM BETWEEN FOUNDATION ELEMENTS, RECTANGULAR SHAPED. UNDISTURBED OR COMPACTED SUBGRADE TOP OF FOUNDATION ELEMENT BEYOND SEE GN NOTESVOID DEPTHDIM "A"2 1/2" MINDEPTH CONTTRENCHDIM "B" VOID DEPTH DIM "A" DIM "B" 6" - 8"3" MIN 3" MIN 5" MAX 10" - 12" 4" MIN 4" MIN 6" MAX 18" 4" MIN 4" MIN 6" MAX L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-31 TYPICAL CONCRETE DETAILS 08/25/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID TYPICAL DETAIL NO SCALE 1 TD02110 TYPICAL DETAIL NO SCALE 24 TD02111 TYPICAL DETAIL NO SCALE 4 TD02161 TYPICAL DETAIL NO SCALE 5 TD02161A TYPICAL DETAIL NO SCALE 7 TD02420 TYPICAL DETAIL NO SCALE 8 TD02501 TYPICAL DETAIL NO SCALE 9 TD02526 STRAIGHT SHAFT DRILLED PIER SCHEDULE PIER MARK SHAFT DIAMETER VERTICAL REINF PENETRATION DESIGN LOAD - KIPS P1 18" (6) #5 6' - 0" 106 K P2 18" (6) #5 8' - 0" 130 K P3 18" (6) #5 12' - 0" 175 K P4 24" (6) #6 6' - 0" 155 K P5 24" (6) #6 8' - 0" 185 K P6 24" (6) #6 11' - 0" 230 K P7 24" (6) #10 6' - 0" 55 K, 35 KFT REVISIONS WALL OR GRADE BEAM PLAN VIEW PROVIDE CORNER BARS SAME SIZE & SPACING AS HOR. WALL OR GRADE BEAM REINF WITH CLASS A LAP SPLICE EACH WAY CORNER BARS GRADE BM BOT BARS ELEVATION STEP IN GRADE BEAM 6"30db 12dbREINFORCING AT SLAB-ON-GRADE BLOCKOUT SLAB ON GRADE BLOCKOUT FOR PLUMBING, ETC. #3(4-0) @ EA. CORNER SLAB-ON-GRADE RECESSES GREATER THAN SLAB THICKNESS LESS THAN SLAB THICKNESS #3 @ 18 DOWELS TO MATCH SIZE AND SPACING OF TYPICAL SLAB REINFORCING - LAP 48dbSEE PLAN8"8"DEPTH 6 X RECESS SEE PLAN(30" MAX)2 #4 CONT TOP AND BOT #4 @12 CONT DOWELS TO MATCH SIZE AND SPACING OF TYPICAL SLAB REINFORCING LAP 48db THICKENED SLAB #3 @ 18 3 #5 CONTINUOUS1' - 0"1' - 0" TYP. 1' - 0" SLAB ON-GRADE 1ST POUR 2ND POUR 1/8" RADIUS EACH SIDE OF JOINT, PROVIDE SAW CUT IF JOINTS ARE TO BE SEALED COAT WITH OIL PRIOR TO 2ND POUR FORMED BUTT JOINT SMOOTH DOWEL OR TIE BAR SLAB ON-GRADE SCHEDULE SLAB THICKNESS (T) CLEAR COVER SLAB REINFORCING SMOOTH DOWELS 5" 1 3/4" #3 @ 18 EW 3/4" DIA X 1' - 2" @ 18 6" 2" #3 @ 16 EW 3/4" DIA X 1' - 2" @ 12 7" 2 1/4" #3 @ 14 EW 1" DIA X 1' - 4" @ 12 8"2 1/2" #4 @ 18 EW 1" DIA X 1' - 4" @ 12 SAW CUT JOINT REINF CONTINUOUS THRU SAW JOINT LOCATIONS CONSTRUCTION JOINT DETAIL SAW JOINT DETAIL TIE BARS #6(3-9) @ 18 #6(3-9) @ 12 #8(5-0) @ 12 #8(5-0) @ 12 CONSTRUCTION JOINTS TT/2T/2TT/4CONSTRUCTION JOINTS SHALL BE "SMOOTH DOWEL" TYPE UNLESS SPECIFICALLY NOTED ON PLAN COVERCLEARCOVERCLEARELEVATION FIRST POUR SECOND POUR CONTINUE REINFORCING THROUGH JOINT 4 #5 (4-0) CENTERED ON JOINT SHEAR KEY TO BE 6" NARROWER THAN BEAM WIDTH WITH 1/2" BEVEL 4 SIDES GRADE BM CONSTRUCTION JOINT 2"1/31/31/3TOP BARS CONT AT CANTILEVERS, CANTILEVER BACKSPANS AND SPANS LESS THAN 10' - 0". TYP ST SPA SPAN CL SUPPORT CL SUPPORT SPLICE BOT BARS @ CL SUPPORT, TYP 2" TO FIRST ST, TYPHOOK TOP BARS @ ENDS, TYP AT ALL END CONDITIONS SPLICE TOP BARS @ MIDSPAN, TYP STIRRUPS, TYP TYP GRADE BEAM REINF ELEVATION CANTILEVER TYP ST SPA DROP IN GRADE BEAM ELEVATION SAME AS TOP REINFORCING CLASS B LAP SPLICE DROP IN GRADE BEAM ELEVATION 1:6 SLOPE MAXIMUM 2 ADDL STIRRUPS 1 253/256" CONT BM REINF, TYP 8 # 5 VERT #4 TIES @ 10 8#5 VERT #4 TIES @10 EXTEND REINF TO FACE OF PILASTER TYP PILASTER REINFORCING PLAN VIEW CL COL, TYP CONT BM REINF THRU PILASTER 8#5 VERT #4 TIES @ 10 CL COL, TYP ALIGN WITH OUTSIDE FACE OF GR BM, TYP 1'-4" PLAN VIEW PLAN VIEW CL COL, TYP 1'-4"1'-4" 1'-4", TYP 1'-4 ", TYP1'-4"OFFSET BARS STANDARD END HOOKS STIRRUPS AND TIES 6 1 MAX#3 - #5 #6 - #8 12db4db (2 1/2" MIN) D D D 90° 180°DBAR SIZE #3 - #8 #9 - #11 #14, #18 MIN BEND DIA, D 6db 8db 10db SEE STANDARD END HOOK BEND SCHEDULE, TYP D 12db FOR #6 - #8 6db FOR #3 - #5 D D D6dbBAR SIZE MIN BEND DIA, D 4db 6db ROUND STIRRUPS AND TIES6" MINREBAR BENDS AND HOOKS "db" = NOMINAL BAR DIA IN INCHES, TYP SEE STIRRUP AND TIE DETAIL FOR HOOKS ENGAGEVERT REINFEND HOOKS (EXCLUSIVE OF STIRRUPS AND TIES) SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE. WELD SIZE BAR SIZE WELD SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 3/16" 1/4" 5/16" 3/8" 7/16" 1/2" 9/16" 5/8" 11/16" STEEL PLATE BAR PERPENDICULAR TO PLATE REBAR WELDING BAR PARALLEL TO PLATE BAR SIZE WELD LENGTH #3 #4 #5 #6 #7 #8 #9 #10 #11 1 1/4" 1 3/4" 2 1/4" 2 3/4" 3 3/4" 5" 6 1/4" 8" 9 3/4" BAR SPLICEtw = 0.3dbBAR SIZE MINIMUM SPLICE LENGTH #3 #4 #5 #6 #7 #8 #9 #10 #11 1" 1 1/4" 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 3" 3 1/4"tw = 0.2dbdbWELD LENGTH STEEL PLATE 0.2db, TYP 15° MAX DOWEL BENDING DIAGRAM LEGEND D1 @ 18 SPACING IN INCHES BAR MARK A B C MARK A B C D1 #4 0-8 2-6 0 TD03680 BAR SIZE D2 #4 0 4-0 0 D3 #4 3-0 3-0 0 D4 #4 1-6 2-6 0 D5 #3 0-6 2-6 0 D6 D7 D8 D9 EMBED SCHEDULE MARK DIAM.LENGTH DIAM. LENGTH E1 2 2 8 4 6 3 DEFORMED BAR ANCHORSHEADED STUD ANCHORS QUANTITY QUANTITY 10 4 4 6 6 6 3 2 3 12 TD3690 PLATE ANGLE SIZE DETAIL / REMARKS E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 E15 E16 E17 E18 E19 4" 4" 6" 4" 4" 6" 4" 6" 6" 4" 6" 6" 6" 6" 6" 6" 2 #5 3 #4 1 #4 1'-3" 2 #4 0'-5" / 1'-6" 0'-4" / 1'-6" LOOSE/ LOOSE/ PL 3/8x 4x8 PL 3/8x 5x10 PL 3/8x 11x12 PL 3/8x 8x8 L-3x3x 3/8x 6 C8x11.5 x12 PL 1/2x 8x10 PL 1/2x 16x16 L-3x3x 3/8x 12 PL 1/2x 20x20 PL 3/8x 6x8 PL 1/2x 8x16 PL 1/2x 12x16 PL 1/2x 20x24 C8x11.5 x12" PL 1/2x 12x12 PL 1/2x 12x16 PL 1/2x 24x24 PL 1/2x 12x18 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 3/4" E1 E2 E3 E4 2- 1/2" D. x 0-4 HSA PL. 3/8" C.L. PL. PL. 3/8" C.L. PL. 3-1/2" D. x 0-6 HSA 4- 1/2" D. x 0-4 HSA PL. 3/8" 6- 1/2" D. x 0-4 HSA PL. 3/8" C.L. PL. L-1 1/2 x1 1/2x 1/4 x0-10 EMBEDDED PLATES 4"8 11/256"2"4"2 11/256"5"2"3"3"2"10"3/16 2"4" 4"2" 1' - 0"2 1/2"6"2 1/2"11"2" 4" 2" 8"2"4"2"8"L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-32 TYPICAL CONCRETE DETAILS 08/25/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID TYPICAL DETAIL NO SCALE 1 TD03026 TYPICAL DETAIL NO SCALE 2 TD03028 TYPICAL DETAIL NO SCALE 3 TD03042 TYPICAL DETAIL NO SCALE 4 TD03101 TYPICAL DETAIL NO SCALE 5 TD03102 TYPICAL DETAIL NO SCALE 6 TD03110 TYPICAL DETAIL NO SCALE 7 TD03140 TYPICAL DETAIL NO SCALE 8 TD03141 TYPICAL DETAIL NO SCALE 9 TD03142 TYPICAL DETAIL NO SCALE 10 TD03143 TYPICAL DETAIL NO SCALE 11 TD03150 TYPICAL DETAIL NO SCALE 12 TD03201 TYPICAL DETAIL NO SCALE 13 TD03202 TYPICAL DETAIL NO SCALE 16 TD03691 REVISIONS 10 22 CL CL K H2 H3 M P T4 T6 12 S06-33 8 8 24 24 5" SLAB ON GRADE OVER VAPOR BARRIER OVER PREPARED SUBGRADE AND UNDERSLAB DRAINAGE SEE GENERAL NOTES & PLUMBING ENG. 21 S06-34 24 S06-34 1' - 10 7/8" 12' - 2 1/8" 4' - 1 3/8" 12' - 1" 10' - 9"10' - 9" 12' - 1" 4' - 1 3/8" 12' - 2 1/8" 1' - 10 7/8" 9.51°9 .5 1 ° 13' - 7 1/2" 25' - 6"25' - 6" 13' - 7 1/2" 92' - 4" P5 92' - 4" P5 92' - 4" P6 92' - 4" P5 92' - 4" P5 1 S06-35 1 S06-35 T8 Q H4H1 T0 92' - 4" P5 92' - 4" P5 92' - 4" P6 92' - 4" P6 94' - 10" P1 100' - 2" P1 100' - 8" P1 97' - 9" P1 97' - 9" P1 96' - 10" P1 97' - 2" P1 94' - 10" P1 94' - 10" P1 100' - 0" P1 97' - 9" P1 96' - 9" P1 100' - 2" P1 100' - 8" P1 97' - 9" P1 97' - 9" P1 96' - 10" P1 97' - 2" P1 94' - 10" P1 94' - 10" P1 1' - 8"1' - 8" 4' - 8" 16.51°4"13' - 0 1/8"15' - 10 1/4"13' - 6"15' - 0"14' - 11 5/8"72' - 8"21' - 3"8' - 7 3/16"18' - 2 13/16"13' - 2"11' - 5"78' - 3" 92' - 4" P5 92' - 4" P5 92' - 4" P5 92' - 4" P5 92' - 4" P5 92' - 4" P5 BASE BID 92' - 4" P5 92' - 4" P5 92' - 4" P5 92' - 4" P5 92' - 4" P5 92' - 4" P5 15' - 11"13' - 11 3/16"21' - 5 13/16"21' - 4"10"10" TOC 93' - 2" 17 S06-35 17 S06-35 17 S06-35 17 S06-35 16.51° 1 S06-35 SIM 1 S06-35 SIM 92' - 4" P5 10 41/64" 1 0 4 1 /6 4 " 32" x 32" CONCRETE COLUMN REINFORCE WITH 16#8 VERT #4 DOUBLE TIES @ 12" OC TYPICAL AT SIX LOCATIONS TOP OF COL EL 99-4 AT GRID T0, T4 99-1 AT GRID M 92' - 4" P5 92' - 4" P5 G 1 C D 2 A F B1' - 7 1/4"45' - 6 1/2"10 1/4"5' - 7 1/2" 6' - 9 1/2"16' - 0"16' - 0"16' - 0"1' - 4"1' - 4" 12' - 8" 12' - 6" 12' - 6" 1' - 0" 40' - 0" 2' - 11 1/2" 96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 16 S06-33 16 S06-33 16 S06-33 12' - 8" 12' - 6" 12' - 6" TYP TYP TYP50' - 8"ADD ALTERNATE NO. 2 10' - 6"17' - 2"96' - 0" P1 96' - 0" P1 96' - 0" P1 96' - 0" P1 GENERATOR ENCLOSURE SEE ARCH FOR SCREENWALL DUMPSTER ENCLOSURE SEE ARCH 22 S06-33 TYP MASONRY CJ 01 - FOUNDATION PLAN 100' - 0" 02 - MEZZANINE LEVEL FRAMING PLAN 112' - 0" 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 00-ORCHESTRA 96' - 10" PM 00-UNDERFLOOR 93' - 2" T8KT0Q CANTILEVERING STAGE SLAB SEE PLAN 8" STRUCTURAL SLAB REINF W #4 AT 12" OC EW T&B TYPICAL 5" SLAB WITH VAPOR BARRIER OVER PREPARED SUBGRADE SEE GENERAL NOTES BB-A 3 S06-33 TYP 7 S06-33 TYP AT STEP 24 S06-34 21 S06-34 BASE BID T8 00 - ORCHESTRA 96' - 10" 00 - UNDERFLOOR 93' - 2"3' - 2"TYP2' - 0" MINCL PIER TO PIER EL SEE PLAN TO PIER EL SEE PLAN TO PIER EL SEE PLAN TO PIER EL SEE PLAN SONOTUBE FORM PIERS ABOVE GRADE TYPICAL FF EL SEE PLAN MINIMUM2' - 0"MIN8"1' - 0" REINF (2) #8 CONT T&B #4 STIRRUPS AT 10" OC TYP STRUCTURED SLAB REINF W #4 AT 12" OC EW T&B FF EL SEE PLAN STRUCTURED SLAB REINF W #4 AT 12" OC EW T&B TYP FF EL SEE PLAN #4 HOOK DOWELS AT 12" OC W CONT #4 AT 12" OC TYP AT STEPS 8" MINFF EL SEE PLAN 8" STRUCTURAL SLAB SEE 1' - 2"SEE PLANVARIES8"2' - 6"REINF #5 VERT AT 12" OC EF #4 HORIZ AT 12" OC EF 1"8" SEE FOR ADDL INFO 24/ S06-34 FF EL SEE PLAN FF EL BEYOND SEE PLAN 8" STRUCTURAL SLAB SEE #4 (2-0/2-0) AT 12" OC TIE TO SLAB REINF 12/ S06-33 REINF (2) #6 CONT T&B #3 @12" OC EF #4 STIRRUPS AT 12" OC TYP 2 #4 (0-6/4-0) @ 24" OC 3/ S06-33 #4 (2-0/2-0) AT 12" OC TIE TO SLAB REINF TOC EL SEE PLAN SEE FOR ADDL INFO 11/ S06-33 FF EL BEYOND SEE PLAN 8" STRUCTURAL SLAB SEE 3/ S06-33 FF EL SEE ARCH STEPS AND WALL BEYOND 3' - 2"1' - 2" 5"2' - 4"10'-0".TO PIER EL SEE PLAN BB-1 CONT T&B 8" CMU WALL REINF SEE SCHEDULE SITE PAVING SEE CIVIL CMU DOWEL SEE SCHEDULE CL GR BM = CL PIER PIER BEYOND 1' - 6" GR BM REINF (3) #8 CONT T&B #4 CONT EA FACE #4 STIRRUPS AT 8" OC w/ 135° HOOKS1' - 6"6"2' - 4"11'-0".TO PIER EL SEE PLAN BB-1 CONT T&B 8" CMU WALL REINF SEE SCHEDULE SITE PAVING SEE CIVIL CMU DOWEL SEE SCHEDULE CL GR BM = CL PIER PIER BEYOND 2' - 8" GR BM REINF (6) #6 CONT T&B (3) #6 CONT MID EA FACE #4 STIRRUPS AT 10" OC w/ 135° HOOKS 6" GROUT CAVITIES SOLID BELOW GRADE 1' - 6"6 #6 (0-6/5-0) DOWELS TO PIER TYP4"1' - 4"CLR3"5" SLAB ON GRADE SEE GENERAL NOTES CJ SEE PLAN #6 AT 12" OC EW BOTTOM 1 1 FF EL SEE PLAN 3' - 2"TYP8" MIN1' - 0" REINF (2) #8 CONT T&B #4 STIRRUPS AT 10" OC TYP STRUCTURED SLAB REINF W #4 AT 12" OC EW T&B STEP SLAB AT CL BEAM L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-33 FOUNDATION DETAILS 01/05/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 6 PARTIAL FOUNDATION PLAN - PERFORMANCE HALL DANCE LEVEL 1/8" = 1'-0" 15 PARTIAL FOUNDATION PLAN - GARDEN 1/8" = 1'-0" 21 PARTIAL PLAN - DUMPSTER ENCLOSURE 1/4" = 1'-0" 12 SECTION AT SEATING W UNDERFLOOR VENTILATION 3/4" = 1'-0" 3 3/4" = 1'-0" 7 3/4" = 1'-0" 11 3/4" = 1'-0" 10 3/4" = 1'-0" 22 3/4" = 1'-0" 16 3/4" = 1'-0" 23 3/4" = 1'-0" 9 1 REVISIONS 1 09.18.18 Change Order 01 8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 4" 5" SLAB ON GRADE SEE GN #4 (2-0/2-0) AT 18" OC W # 4 CONT TYP REINF (3) #6 CONT T&B #4 STIR AT 12" OC SEE PLAN TOP EL SEE PLAN SLOPE GR BM BEYOND, UNO 1'-0"x2'-4" W (2) #6 CONT T&B #4 ST AT 10" OC REINF GR BM W (2) #6 CONT T&B #4 ST AT 10" OC PIER CL = CL GR BM SEE PLAN SEE PLAN 2' - 4"5"3"1' - 0" DOOR SEE ARCH #3 (2-0) AT 18" OC #3 (1-6/1-6) AT 18" OC TIE TO SLAB REINF SITE PAVING SEE CIVIL #3 (2-0) AT 18" OC 1/2" COMPR JOINT FILLER FACE OF GR BM #4 AT 12" OCEW CENTER IN SLAB SEE ADJACENT SECTIONS FOR ADDL INFO 1 8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 2' - 10" REINF (7) #6 CONT T&B #4 DBL STIR AT 12" OC SEE PLAN 1' - 4"CMU DOWEL SEE SCHED 8" CMU WALL SEE GN CL GR BM = CL PIER PIER SEE PLAN LINE OF BEAM BEYOND CONTINUE LONGITUDINAL BARS THRU WIDENED BM 8" SEE FOR ADDL INFO 1/ S06-34 8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" SEE PLAN REINF (4) #6 CONT T&B #4 STIR @ 12" OC SEE FOR ADDL INFO 1/ S06-34 CFMF SEE ARCH MASONRY VENEER SEE ARCH 8"8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 2' - 4" REINF (7) #6 CONT T&B #4 STIR @ 12" OC SEE FOR ADDL INFO 1/ S06-34 MASONRY VENEER SEE ARCH 8" 8 1/2"1' - 4"12" CMU WALL GROUT ALL CELLS SOLID SEE GENERAL NOTES CMU WALL DOWEL SEE GN CFMF SEE ARCH SEE PLAN 3"8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 2' - 4" SEE FOR ADDL INFO 5/ S06-34 RECESSED MASONRY VENEER SEE ARCH 4" 8" 4 1/2" CFMF SEE ARCH 8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 3' - 0" REINF (7) #6 CONT T&B #4 STIR @ 12" OC SEE FOR ADDL INFO 1/ S06-34 CFMF SEE ARCHMASONRY VENEER SEE ARCH 8" CL COLUMN/BRACE = CL PIER PIER BEYOND SEE PLAN SEE PLAN SEE ADJACENT BEAM DETAIL(S) CFMF SEE ARCH RECESSED MASONRY VENEER SEE ARCH 1' - 0" SITE PAVING SEE CIVIL 1/2" COMPR JOINT FILLER #3 (2-0) AT 18" OC DOOR SEE ARCH SEE ADJACENT BEAM DETAIL(S) SEE PLAN MASONRY VENEER BEYOND SEE ARCH 3" GLAZING SEE ARCH SEE ADJACENT BEAM DETAIL(S)8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 3' - 0" SEE FOR ADDL INFO 7/ S06-34 CFMF SEE ARCHMASONRY VENEER SEE ARCH 8" CL COLUMN/BRACE = CL PIER PIER SEE PLAN SEE PLAN REINF (7) #6 CONT T&B #4 STIR AT 12" OC 8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 2' - 8" SEE FOR ADDL INFO 7/ S06-34 CFMF SEE ARCHMASONRY VENEER SEE ARCH 8" SEE PLAN 8" CONTINUE LONGITUDINAL T&B REINFORCING FROM ADJACENT SECTION (HOOK DISCONTINUOUS BAR AT WIDTH STEP DOWN) #4 (2-0/1-0/2-0) AT 18" OC (2) #4 CONT COLUMN BEYOND EMBED PL 1"x1'-0"x1'-10" w (8) 3/4" HSA AT 7" OC EW8"1' - 6"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" REINF (4) #6 CONT T&B #4 STIR @ 12" OC #4 (2-0/1-8) AT 18" OC ALTERNATING DIRECTION W #4 CONT TYP CL COLUMN/BRACE = CL GR BM & PIER 8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" REINF (5) #8 CONT T&B #4 STIR @ 10" OC #4 (2-0/2-0) AT 18" OC TIE TO SLAB REINF CL GR BM = CL PIER PLAN SEE BB-2 BASE COURSE 12" CMU WALL SEE GENERAL NOTES PIER BEYOND SEE PLAN 3"TO PIER EL SEE PLAN FF EL SEE PLAN REINF (5) #8 CONT T&B #4 STIR @ 12" OC #4 (2-0/2-0) AT 18" OC TIE TO SLAB REINF CL GR BM = CL PIER BB-2 BASE COURSE 12" CMU WALL GROUT ALL CELLS SOLID SEE GENERAL NOTES 6" SLAB ON GRADE SEE GENERAL NOTES STAGE FLOORING SEE ARCH 1' - 8" PLAN SEE 1' - 0"3' - 0"6"3"FF EL SEE PLAN CMU WALL BEYOND EXTEND STAGE FLOORING RECESS TO OUTSIDE FACE OF CMU AT DOORWAYS SEE ARCH SEE FOR ADDL INFO 15/ S06-34 SEE ADJACENT BEAM DETAIL(S)1' - 0"6' - 8"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 0" REINF (2) #8 CONT T&B #4 AT 12" OC MAX EF #4 STIR @ 12" OC (CAPS AND BASE) 8" SLAB REINF: #5(0-5/16-0)@8" OC TOP #5 @ 12" OC BOT CL GR BM = CL PIER 6" SLAB ON GRADE STAGE FLOORING SEE ARCH SEE PLAN VARIES SEE PLAN 1"8"3"8" CANTILEVERED SLAB #5(2-0/2-0) AT 12" OC TIE TO SLAB REINF 8" STRUCTURED SLAB SEE 5" SLAB ON GRADE SEE GENERAL NOTES FF EL SEE PLAN #4 HOOKED DOWEL AT 12" OC 12/ S06-33 WATERSTOP SEE ARCH SEE PLAN FF EL SEE PLAN CONT DRAINAGE TILE SEE PLUMBING 3/4" CONT SHEAR KEY TO PIER EL SEE PLAN FF EL SEE PLAN REINF (4) #8 CONT T&B #4 CONT AT 12" OC EF #4 STIR @ 12" OC #4 (2-0/2-0) AT 18" OC TIE TO SLAB REINF CL GR BM = CL PIER BB-2 BASE COURSE 12" CMU WALL GROUT ALL CELLS SOLID SEE GENERAL NOTES 5" SLAB ON GRADE SEE GENERAL NOTES 1' - 8" PLAN SEE 8"3' - 8"TO PIER EL SEE PLAN FF EL SEE PLAN REINF (4) #8 CONT T&B #4 CONT AT 12" OC EF #4 STIR @ 12" OC #4 (2-0/2-0) AT 18" OC TIE TO SLAB REINF CL GR BM = CL PIER BB-2 BASE COURSE 12" CMU WALL GROUT ALL CELLS SOLID SEE GENERAL NOTES 5" SLAB ON GRADE SEE GENERAL NOTES 1' - 8" PLAN SEE 8"7' - 0"5" SLAB ON GRADE REINF #5 VERT AT 12" OC EF #4 HORIZ AT 12" OC EF 4" 8" STRUCTURAL SLAB AND BEAM BEYOND FF EL SEE PLAN #4 (2-0/2-0) AT 12" OC TIE TO SLAB REINF 1' - 4"FF EL SEE PLAN 8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" REINF (5) #8 CONT T&B DOUBLE #4 STIR @ 10" OC #4 (2-0/2-0) AT 18" OC TIE TO SLAB REINF CL GR BM = CL PIER PLAN SEE BB-2 BASE COURSE 12" CMU WALL SEE GENERAL NOTES PIER BEYOND SEE PLAN 3"1 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-34 FOUNDATION DETAILS 01/05/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3 3/4" = 1'-0" 4 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/4" = 1'-0" 8 3/4" = 1'-0" 9 3/4" = 1'-0" 10 3/4" = 1'-0" 11 3/4" = 1'-0" 12 3/4" = 1'-0" 13 3/4" = 1'-0" 14 3/4" = 1'-0" 15 3/4" = 1'-0" 16 3/4" = 1'-0" 21 3/4" = 1'-0" 19 3/4" = 1'-0" 24 3/4" = 1'-0" 20 A NOT USED 1 REVISIONS A 05.21.2018 IFP Addendum 01 TO PIER EL SEE PLAN FF EL SEE PLAN CL GR BM = CL PIER 5" SLAB ON GRADE SEE GENERAL NOTES 1' - 0"8"7' - 0"FF EL VARIES SEE PLAN FF EL SEE PLAN #4 (2-0) AT 18" OC 4" SLAB ON GEOFOAM OVERBUILD SEE GENERAL NOTES OMIT OVERBUILD AT SIM 21/ S06-34SEE FOR ADDL INFO KEY W/ WATER STOP CONT DRAINAGE TILE SEE PLUMBING 3/4" CONT SHEAR KEY TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" SEE OH FOR ADDL INFO 14/ S06-34 SEE FOR SLAB STEP REINFORCING 4/ S06-32 6" SLAB ON GRADE REINF W #4 AT 12" OCEW #4 DOWEL AT 12" OC 9"2' - 3"3"PLAN SEE SEE PLAN 1' - 2 11/16" 2' - 0"3"3 1/2" BASE PL 3/4x5x11 W (3) 3/4" DIA ADHESIVE ANCHORS EMBED 5" MIN SECTION A4' - 0" OCHSS 4x4x1/4 HSS 4x4x1/4HSS 4x4x1/48"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 3' - 0" SEE FOR ADDL INFO 11/ S06-34 CFMF SEE ARCHMASONRY VENEER SEE ARCH 8" SEE ARCH CL COLUMN/BRACE = CL PIER PIER SEE PLAN SEE PLAN 3"8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" SEE PLAN SEE FOR ADDL INFO 4/ S06-34 CFMF SEE ARCH MASONRY VENEER SEE ARCH 8" SEE ARCH 3"8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 4" SEE PLAN SEE FOR ADDL INFO 1/ S06-34 3"SEE PLAN MASONRY VENEER BEYOND SEE ARCH 1' - 0" SEE ARCH GLAZING SEE ARCH SEE ADJACENT BEAM DETAIL(S)3"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" SEE PLAN SEE FOR ADDL INFO 4/ S06-34 CFMF SEE ARCH MASONRY VENEER SEE ARCH 3"8" SEE ARCH 2' - 4"8"8"2' - 4"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" PLAN SEE SEE FOR ADDL INFO 14/ S06-341' - 0"1' - 6"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" REINF (4) #6 CONT T&B #4 STIR @ 12" OC #4 (2-0/1-8) AT 18" OC ALTERNATING DIRECTION W #4 CONT TYP CL COLUMN CL GR BM & PIER ARCH SEE FF EL SEE PLAN 1' - 0"1' - 6"TO PIER EL SEE PLAN FF EL SEE PLAN 1' - 8" REINF (4) #6 CONT T&B #4 STIR @ 12" OC #4 (2-0/1-8) AT 18" OC ALTERNATING DIRECTION W #4 CONT TYP 6 H 2" 1' - 1" 1' - 1" 2"2"6 1/2"6 1/2"2"2' - 6"1' - 5"NOTE: REFER TO COLUMN SCHEDULE FOR BASE PLATE THICKNESS, ANCHOR BOLT SIZE & EMBEDMENT TO PIER EL SEE PLAN FF EL SEE PLAN REINF (4) #8 CONT T&B #4 CONT AT 12" OC EF #4 STIR @ 12" OC #4 (2-0/2-0) AT 18" OC TIE TO SLAB REINF CL GR BM = CL PIER BB-2 BASE COURSE 12" CMU WALL GROUT ALL CELLS SOLID SEE GENERAL NOTES 5" SLAB ON GRADE SEE GENERAL NOTES 1' - 8" PLAN SEE 8"7' - 0"5" SLAB ON GRADE FF EL SEE PLAN 8" STRUCTURAL SLAB FF EL SEE PLAN CONT DRAINAGE TILE SEE PLUMBING 3/4" CONT SHEAR KEY 3' - 4"1' - 0"TO PIER EL SEE PLAN REINF (2) #8 CONT T&B #4 AT 12" OC MAX EF #4 STIR @ 12" OC FF EL SEE PLAN #4(2-0/2-0) AT 18" OC TIE TO SLAB REINF 1' - 8" 5" SLAB ON GRADE SEE GENERAL NOTES #4(2-0/2-0) AT 12" OC TIE TO SLAB REINF 6" SLAB ON GRADE SEE GENERAL NOTES L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-35 FOUNDATION DETAILS 02/14/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3/4" = 1'-0" 1 3/4" = 1'-0" 9 3/4" = 1'-0" 3 3/4" = 1'-0" 8 3/4" = 1'-0" 7 3/4" = 1'-0" 4 3/4" = 1'-0" 11 3/4" = 1'-0" 12 3/4" = 1'-0" 13 3/4" = 1'-0" 14 3/4" = 1'-0" 15 3/4" = 1'-0" 17 1 1 1 3/4" = 1'-0" 16 REVISIONS 1 09.18.18 Change Order 01 923 2 #5 HORIZ EF @ 24" OC 2 #5 VERT EF @ 40" MAX 2 #5 @ EA CELL TO CORNER VERT JAMB REINF PER TYP DETIAL NO SPLICES PERMITTED FOR HORIZ REINF WITH CROSSHATCHED REGION ABOVE OPENINGS LEVEL 9 135' - 4" BB-A 2 #5 HORIZ EF @ 24" OC NO SPLICES PERMITTED FOR HORIZ REINF WITH CROSSHATCHED REGION ABOVE OPENINGS 2 #5 VERT EF @ 40" OC MAX 2 #5 @ EA CELL TO CORNERVERT JAMB REINF PER TYP DETAIL T8 00 - ORCHESTRA 96' - 10" Q S T9T02 #5 HORIZ EF @ 24" OC AND TIGHTER SPACING WHERE SHOWN NO SPLICES PERMITTED FOR HORIZ REINF WITH CROSSHATCHED REGION ABOVE OPENINGS VERT JAMB REINF PER TYP DETIAL 2 #5 HORIZ EF @ 40" OC MAX 2 #5 @ EA CELL TO CORNER 3 S06-16 T8 QST9 T0 3 S06-36 MASONRY ELEVATION NOTES ------------ 1. SHADED CELLS ARE TO BE FILLED WITH GROUT. 2. LINES OF VERTICAL REINFORCEMENT SHOULD BE CONTINUOUS BETWEEN THE TOP OF WALL AND FOUNDATION UNLESS SHOWN OTHERWISE. 3. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED THE TOP OF WALL AND FOUNDATION UNLESS SHOWN OTHERWISE. 4. OPENINGS LARGER THAN 16" SHALL BE REINFORCED PER TYPICAL DETAILS & SCHEDULES UNLESS NOTED OTHERWISE. 5. CONTROL JOINTS NOT REQUIRED IN MASONRY WALLS WITH DISTRIBUTED HORIZONTAL REINFORCEMENT. 6. SHEET INDEX GENERAL NOTES -S101 CMU SCHEDULE -S402 CMU DETAILS -S6 SERIES 01 - FOUNDATION PLAN 100' - 0" 02 - MEZZANINE LEVEL FRAMING PLAN 112' - 0" 04 - LOW ROOF FRAMING PLAN 130' - 8" CL8 244 S06-15 14 18 2 #5 HORIZ EF @ 24" OC 2 #5 @ EA CELL TO CORNER 2 #5 VERT EF @ 40" MAX VERT JAMB REINF PER TYP DETIAL L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-36 WALL ELEVATIONS 03/02/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 1 STAGE SOUTH WALL ELEVATION 1/8" = 1'-0" 2 PERFORMANCE HALL/STAGE EAST WALL ELEVATION 1/8" = 1'-0" 4 PERFORMANCE HALL/STAGE WEST WALL ELEVATION 1/8" = 1'-0" 3 PERFORMANCE HALL NORTH WALL ELEVATION REVISIONS 1 09.18.18 Change Order 01 1 1 1 BB-1 BB-2 2 #5 @ EA CELL TO CORNER 2 #5 T&B PER TYP DETAIL FOR SILL REINF VERT JAMB REINF PER TYP DETIAL 2 #5 HORIZ EF @ 24" OC 2 #5 VERT EF @ 40" MAX AND WHERE SHOWN NO SPLICES PERMITTED FOR HORIZ REINF WITH CROSSHATCHED REGION ABOVE OPENINGS BB-A BB-C 2 #5 HORIZ EF @ 24" OC 2 #5 VERT EF @ 40" MAX 2 #5 @ EA CELL TO CORNER 00 - ORCHESTRA 96' - 10" T0 BB-A 2 #5 HORIZ EF @ 24" OC NO SPLICES PERMITTED FOR HORIZ REINF WITH CROSSHATCHED REGION ABOVE OPENINGS 2 #5 @ EA CELL TO CORNER VERT JAMB REINF PER TYP DETIAL 2 #5 VERT EF @ 40" MAX AND WHERE SHOWN 2 #5 T&B PER TYP DETAIL FOR SILL REINF T8 00 - ORCHESTRA 96' - 10" QS T0 BB-1BB-2 2 #5 HORIZ EF @ 24" OC 2 #5 T&B PER TYP DETAIL FOR SILL REINF 2 #5 VERT EF @ 40" MAX AND WHERE SHOWN 2 #5 @ EA CELL TO CORNER VERT JAMB REINF PER TYP DETIAL NO SPLICES PERMITTED FOR HORIZ REINF WITH CROSSHATCHED REGION ABOVE OPENINGS RUN LINTEL CONT OVER BOTH OPENINGS 00 - ORCHESTRA 96' - 10" MASONRY ELEVATION NOTES ------------ 1. SHADED CELLS ARE TO BE FILLED WITH GROUT. 2. LINES OF VERTICAL REINFORCEMENT SHOULD BE CONTINUOUS BETWEEN THE TOP OF WALL AND FOUNDATION UNLESS SHOWN OTHERWISE. 3. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED THE TOP OF WALL AND FOUNDATION UNLESS SHOWN OTHERWISE. 4. OPENINGS LARGER THAN 16" SHALL BE REINFORCED PER TYPICAL DETAILS & SCHEDULES UNLESS NOTED OTHERWISE. 5. CONTROL JOINTS NOT REQUIRED IN MASONRY WALLS WITH DISTRIBUTED HORIZONTAL REINFORCEMENT. 6. SHEET INDEX GENERAL NOTES -S101 CMU SCHEDULE -S402 CMU DETAILS -S6 SERIES L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-37 WALL ELEVATIONS 03/02/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/8" = 1'-0" 1 BLACK BOX NORTH WALL 1/8" = 1'-0" 2 1/8" = 1'-0" 3 BLACK BOX WEST WALL 1/8" = 1'-0" 4 BLACK BOX SOUTH WALL REVISIONS 1 09.18.18 Change Order 01 1 1 CMU LINTEL SCHEDULE TOP REINF 8" 12" 4'-0" 6'-0" 8'-0" 10'-0" 8" 16" 1 #4 2 #4 8" 8" 8" 12" BELOW 10'-0" 8" 24" 32" 16" 1 #4 1 #4 2 #4 2 #5 2 #5 2 #4 2 #4 2 #4 2 #5 2 #5 BOT REINF TD04101 NOTES: 1. GROUTED LINTEL (TROUGH) BLOCKS SHALL EXTEND 8" BEYOND FACE OF OPENING EACH SIDE. 2. OPENINGS WIDER THAN 6'-0" SHALL HAVE THE FIRST VERTICAL CELL EACH SIDE FILLED WITH GROUT UP TO THE LINTEL BEARING LEVEL. 3. TOP BARS SHALL BE HELD IN PLACE WITH #2 CLOSED STIRRUPS AT 24" O.C. 4. PRECAST CONCRETE LINTELS OF THE SAME SIZE AND LENGTH MAY BE SUBSTITUTED EXCEPT THAT TOP BARS SHALL BE PROVIDED EQUAL TO SCHEDULED BOTTOM BARS. 5. LINTELS SHALL BE CONSTRUCTED USING SOLID BOTTOM MASONRY UNITS. WALL THICKNESS MAX SPAN OR MARK LINTEL DEPTH ABOVE 10'-0" BOND BEAM INTERSECTIONS PLAN VIEW PROVIDE CORNER BARS THAT ARE THE SAME SIZE & SPACING AS HORIZONTAL BOND BEAM REINFORCING W/ TYP LAP SPLICE EACH WAY MASONRY ANCHOR BOLTS4"MINE EMBEDMENT 1/2 " 5/8 " 3/4 " 7/8 " E 4" 5" 6" 4" A307 BOLT W/ 4" HOOK MINIMUM BOLT DIA BOND BEAM - REFER TO TYPICAL DETAILS BOND BEAM REINFORCING SHALL BE BELOW BOLTS LOOSE LINTEL SCHEDULE SPAN ANGLE SIZE L-4x4x 5/16 L-6x4x 3/8 LLV7'-6" TO 10'-0" 7'-6"< NOTES: 1. SPAN = CLEAR OPENING WIDTH. 2. BEAR 8" EA. END. 3. SEE SPEC. FOR COATING REQUIREMENT. 1/2" MAX. BEAM CONNECTION 4'-0" 6 1/2 "2"2"1/2 " BEARING PL1" GROUT2 #5(0-4/3-6) PL- 1/2 x6x8 2-3/4" D x 1'-4" ANCHOR BOLTS ON BEAM GAGE L-3x3x 1/4 x 1'-6" EA SIDE - REFER TO COPED BEAM DETAIL GROUT FILLED BOND BEAM OR TROUGH TILE 2 #5 CONT IN GROUT FILLED CELLS TO FOUNDATION MASONRY WALL BRACING STEEL BEAM OR JOIST REFER TO PLANS L-3x3x 1/4 @ 4-0 O.C. L-3x2x 1/4 x 0-4 (LLV) EA. SIDE @ 4-0 OC MAX1" CLRTYP. TYP. MASONRY WALL BRACING STEEL BEAM OR JOIST REFER TO PLANS 1" CLRL-3x2x 1/4 x 0-8 (LLV) EA. SIDE @ EA. BM. OR JST TYP. MASONRY WALL BRACING STEEL BEAM OR JOIST REFER TO PLANS 3"1" CLRBENT PL- 1/4 "x4" LONG SPACED @ 4-0 OC TYP. BRICK RELIEF @ MASONRY 1/4 6 MIN L6x4x3/8 (LLH) CONT (GALVANIZED) CENTERED VERT SPLICE AT EMBED CL AS REQD EMBED PL-3/8 x 12 x 12 w/ (4) 1/2" DIA HSA 0-5 SEE REFERING DETAIL FOR ELEVATION & EMBED SPACING TYP4" MINBOND BEAM REINF PER DETAIL ALL SIDES2" TYPCMU MINIMUM LAP SPLICE LENGTHS CENTERED EDGE #4 #5 #6 #7 BAR LOCATION 15" 24" 44" 60" CMU WALL REINFORCING CMU JAMB REINFORCING SCHEDULE MAX OPNG WIDTH 3' - 4" 8' - 0" 12' - 0" 16' - 0" 8" 8" 16" 16" 8" 16" 24" 24" INTERIOR JAMB WIDTH EXTERIOR JAMB WIDTH NOTES: 1. SEE CMU LINTEL SCHEDULE FOR MASONRY LINTEL BEAM REINFORCEMENT ABOVE OPENINGS. HORIZONTAL REINFORCEMENT IS REQUIRED FOR ALL OPENINGS GREATER THAN 16 INCHES IN WIDTH. 2. SEE TABLE FOR MASONRY SILL BEAM REINFORCEMENT BELOW OPENINGS. 3. SEE TABLE FOR VERTICAL JAMB REINFORCEMENT ADJACENT TO TYPICAL OPENINGS UNLESS NOTED OTHERWISE. VERTICAL REINFORCEMENT IS REQUIRED FOR ALL OPENINGS GREATER THAN 16 INCHES IN WIDTH. A. FOR TYPE 2 & 3 OPENINGS, PROVIDE JAMB IN PERPENDICULAR WALL WITH MINIMUM WIDTHS AS SHOWN. JAMB SHALL BE FULLY GROUTED AND REINFORCED WITH ONE BAR EACH CELL FOR 8" BLOCK OR TWO BARS EACH CELL FOR 12" BLOCK. B. FOR TYPE 4 OPENINGS, LINTEL SHALL SPAN ACROSS BOTH OPENINGS. INTERMEDIATE MASONRY WALL SHALL BE FULLY GROUTED AND REINFORCED WITH ONE BAR EACH CELL FOR 8" BLOCK OR TWO BARS EACH CELL FOR 12" BLOCK. 4. SEE RELATED WALL SECTIONS AND ELEVATIONS FOR SIZE AND LOCATIONS OF BOND BEAMS 5. SEE TABLE FOR MINIMUM REQUIRED LAP SPLICE LENGTHS. 6. EXTEND HORIZONTAL REINFORCEMENT THE GREATER OF 24 INCHES OR 40 BAR DIAMETERS BEYOND THE FACE OF OPENING. PROVIDE STANDARD HOOK ON ALL HORIZONTAL REINFORCEMENT THAT IS UNABLE TO EXTEND THE GREATER OF 24 INCHES OR 40 BAR DIAMETERS PAST AN OPENING EDGE. 7. EXTEND VERTICAL REINFORCEMENT TO TOP OF WALL FOR OPENINGS IN AN EXTERIOR WALL. EXTEND VERTICAL REINFORCEMENT TO TOP OF WALL OR A MINIMUM OF LAP SPLICE LENGTH PER TABLE PAST FLOOR LEVEL ABOVE FOR OPENINGS IN AN INTERIOR WALL. 8. TYPICAL WALL REINFORCEMENT IS NOT SHOWN FOR CLARITY. THE MAXIMUM SPACING BETWEEN ANY TWO ADJACENT GROUTED AND REINFORCED VERTICAL OR HORIZONTAL CELLS SHALL NOT EXCEED OTHER REQUIREMENTS OR SPACING LIMITS SHOWN. f'm = 1,500 psi f'm = 2,000 psi HORIZ 17" 27" 50" 67" 26" 40" 72" 84" 13" 21" 38" 52" 15" 23" 43" 58" 22" 35" 64" 84" CENTERED EDGE HORIZ CMU SILL REINFORCING SCHEDULE MAX OPNG WIDTH 8' - 0" 10' - 0" 12' - 0" 8' - 0" 10' - 0" 16' - 0" 8" 16" 16" 8" 8" 16" (2) #4 (2) #4 T&B (2) #5 T&B (2) #4 (2) #5 (2) #5 T&B DEPTH REINF 8" CMU 12" CMU TYPE 1 OPENING TYPE 2 OPENING TYPE 3 OPENING TYPE 4 OPENING ELEVATION VIEW PLAN VIEW 8"/12" CMU OPNG WIDTH OPNG WIDTH ≤ 32"OPNG WIDTH ≤ 32 dbH BAR LAPOPNG WIDTH ≤ 32 dbH BAR LAPJAMB WIDTH, TYP UNO JAMB WIDTH, TYP UNO OPNG WIDTHOPNG WIDTH 33 5 1 2 1 6 6 4 4 7 MASONRY BAR LAYOUT TYP MASONRY w/ 2 BARS (12" NOMINAL CMU) TYP MASONRY w/ 1 BAR (8" NOMINAL CMU) PLAN VIEW3 1/2" TYPBAR POSITIONER CMU HEAD (VERTICAL) JOINT DO NOT INSTALL ANCHORS IN HATCHED REGIONS 1"1"1"1"SEE DETAILS ANCHOR SPACING CMU ANCHOR INSTALLATION ADJUST ANCHOR LOCATION TO AVOID VERT REINF IN CMU END OF WALL TOP OF WALL 4"4" MASONRY BOND BEAMS BB-1 BB-2 BB-3 BB-4 1' - 3 5/8"11 5/8" 2 #5 T&B CONT 11 5/8"7 5/8"2 #5 CONT 7 5/8"7 5/8" 2 #5 CONT 1' - 3 5/8"7 5/8" 1 #5 T&B CONT NOTES: 1. THESE BOND BEAMS APPLY TO WALLS WHERE BOND BEAMS ARE NOT SPECIFICALLY REFERENCED. REFER TO SECTIONS & DETAILS FOR SPECIAL BOND BEAMS THAT ARE REQUIRED. 2. FILL FOR BOND BEAMS SHALL BE COARSE GROUT - REFER TO GENERAL NOTES FOR MORE INFORMATION. 3. BOTTOM COARSE OF A BOND BEAM SHALL BE CONSTRUCTED USING SOLID BOTTOM, TROUGH MASONRY UNITS, UNO STEP IN BOND BEAM PROVIDE STD HOOK ON BOND BEAM REINF @ END OF STEP, TYPELEVATION CONTINUOUS BOND BEAM REINFORCING STEP LENGTH 4' - 0" 4' - 0" 5' - 8" #4 #5 #6 BAR 2"2" SEE SCHEDULE STEP LENGTH BEAM BEARING SEAT 2" 4" GROUT POCKET SOLID AFTER COMPLETION OF STEEL ERECTION SCHEDL3 x 3 x 1/4 x 1' - 6" EA SIDE SEE COPED BEAM DETAIL PL-1/2 x 6 x 0' - 8" w/ 1" NSG PAD 16" BOND BEAM 4'-0" LONG, TWO COURSES DEEP, MIN REINF w/ (2) #5 BOT COURSE OR PER DETAILS (2) 3/4" DIA x 1' - 4" AB-2 ANCHOR BOLTS ON ANGLE GAGE (3 1/2" PROJECTION) CMU BLOCK COURSING EL LONG SLOTTED HOLE ON ANGLE GAGE w/ PL-5/16 x 2" x 3" WASHERS W8, W10 W12, W14, W16 W18, W21, W24 MIN DEPTH 5" 8" 12" BEAM SIZE TO CONCRETE EL VARIES SEE PLAN CONT BENT PL 3/8" (0-8/0-6) 2-12 #3 (2-0/2-0) AT 16" OC W #4 CONT TIE TO SLAB REINFORCING 2-12 2-12 HSS 8x4x1/4 BETWEEN JOIST SEATS BEAM SEE PLAN 4" CONT BENT PL 3/8 (0-7x0-3) TOP OF CONCRETE EL SEE PLAN THICKNESSSCHEDDECKSEE FOR ADDL INFO 20/ S06-41 TUBE BEARING SEAT HSS TUBE SLOT FOR BEARING4" MINEMBED PL-3/8" x 12" x 1' - 8" w/ (6) 1/2" DIA HSA 0-5 (8" GAGE SPACING)2"8"8"2"6"L4 x 4 x 3/8 WT6 x 15 x 0' - 4" CONT BENT PLATE 1/4" X 7" X 7" E1 @ 12" ALIGN ROOF BEAM & WT SEE PLAN CONT BENT PLATE 1/4" X 7" X 7" E1 @ 12" BETWEEN BEAMSALIGN SEE FOR BEAM CONNECTION GROUT BEAM POCKET SOLID AFTER COMPLETION OF STEEL ERECTION 9/ S06-41 TO CONCRETE EL SEE PLAN CMU WALL SEE SCHEDULE EMBEDDED ASSEMBLY PL-1/2 x 8 x CONT BTWN POCKETS 3/4" DIA x 5" HSA @ 12 T&B FIELD WELD TOP HSA THROUGH DECK FLUTE BB-2 CONT @ TOP OF WALL CUT BLOCK AS REQD CONT BENT PL 3/8 (0-7 1/2x0-3) w/ 3/4" D x 5" HSA @ 12 FIELD WELD TOP HSA THROUGH DECK FLUTE TOP OF CONCRETE EL SEE PLAN THICKNESSSCHEDDECKSEE FOR ADDL INFO 14/ S06-41 EMBEDDED ASSEMBLY PL-1/2 x 9 x CONT 3/4" DIA x 5" HSA @ 12 EMBEDDED ASSEMBLY PL-3/4 x 1-4 x 0-8 3 - 3/4" DIA x 8" HSA @ EA VERT TRUSS MEMBER BRACE (8'-0" OC) L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-41 TYPICAL MASONRY DETAILS 08/25/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID TYPICAL DETAIL NO SCALE 4 TD04104 TYPICAL DETAIL NO SCALE 5 TD04105 TYPICAL DETAIL NO SCALE 6 TD04110 TYPICAL DETAIL NO SCALE 10 TD04150 TYPICAL DETAIL NO SCALE 19 TD04170 TYPICAL DETAIL NO SCALE 16 TD04171 TYPICAL DETAIL NO SCALE 15 TD04172 TYPICAL DETAIL NO SCALE 11 S06-41/15 TYPICAL DETAIL NO SCALE 18 401 IBC 2012-2015 TYPICAL DETAIL NO SCALE 7 402 TYPICAL DETAIL NO SCALE 8 409 TYPICAL DETAIL NO SCALE 2 415 TYPICAL DETAIL NO SCALE 3 416 TYPICAL DETAIL NO SCALE 9 406 ABOLT 3/4" = 1'-0" 20 3/4" = 1'-0" 21 TYPICAL DETAIL NO SCALE 12 3/4" = 1'-0" 22 3/4" = 1'-0" 23 3/4" = 1'-0" 14 DETAIL 24/S06.41 MOVED TO 9/S06-55 1 3/4" = 1'-0" 24 1 REVISIONS 1 09.18.18 Change Order 01 1 356 6 2 2 9 23 26 A 7 H2 H3 24 BB-2 BB-A BB-C 14 18 W4 W4 W4 W4 W4 W4 W4 W3 W3 W3 W3 W3 W3 W3 W2 W2 W2 W1 16x20 MASONRY PILASTER EA END (1) #5 VERT @ EACH CORNER #3 TIES @ 8 IN BED JOINT W5 ABOVE W5 ABOVE W5 ABOVE T8 27 27 25.9 QQ H4 H4 H1 H1 SS T9 T0 R.8 W4 W4 W4 TO CONCRETE EL VARIES SEE PLAN CONT BENT PL 3/8" (0-8/0-6) 2-12 #3 (2-0/2-0) AT 16" OC W #4 CONT TIE TO SLAB REINFORCING BEAM SEE PLAN L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-42 MASONRY SCHEDULE 03/14/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/16" = 1'-0" 1 WALL SCHDEULE CMU CMU WALL REINFORCEMENT SCHEDULE WALL MARK WIDTH VERTICAL REINFORCING HORIZONTAL REINFORCING DOWELS FROM FOUNDATION GROUT SPACING W1 7 5/8" (1) #5 @ 16 (2) #5 @ 40 (1) #5 (0-10/6-0) @ 16 FULLY GROUTED W2 7 5/8" (1) #5 @ 32 9 GA LADDER MESH @ 16 (1) #5 (0-10/6-0) @ 16 PARTIAL GROUTED W3 7 5/8" (1) #5 @ 32 9 GA LADDER MESH @ 16 (1) #5 (0-10/6-0) @ 16 PARTIAL GROUTED W4 11 5/8" SEE ELEVATION (2) #5 @ 24 (2) #5 (0-10/4-0) @ 40 FULLY GROUTED W5 11 5/8" (2) #5 @ 40 (2) #5 @ 24 --- FULLY GROUTED CMU WALL TYPICAL NOTES: 1. ALL REINFORCED CELLS SHALL BE GROUTED SOLID. 2. REFER TO GENERAL NOTES AND 18/S06-41 FOR REINF @ OPENINGS, & FOR TYP JOINT REINFORCING 3. REFER TO DETAILS FOR ADDITIONAL REINFORCED BOND BEAMS @ ROOFS, FLOORS, TOPS OF PARAPETS, & OTHER LOCATIONS. 4. ALL CELLS BELOW GRADE SHALL BE GROUTED SOLID. 5. WALLS NOT SCHEDULED SHALL BE REINFORCED PER GENERAL NOTES. 6. CMU WALL REINFORCING SHOP DRAWINGS ARE A REQUIRED SUBMITTAL. 7. TOPS OF ALL NON-STRUCTURAL INTERIOR WALLS SHALL BE BRACED PER DETAILS 21, 22, & 23/S401. 8. PROVIDE CONTINUOUS BOND BEAMS AT TOP AND BOTTOM OF EACH WALL. 3/4" = 1'-0" 17 REVISIONS AB-1 AB-2 AB-3 COLUMN BEARING ELEVATION PL 1/2 x 3 x 0' - 3" NUT TACK WELDED TO SHAFT ANCHOR BOLT TYPES 4"GIVEN IN SCHEDEMBED LENGTHREQUIREDPROJECTION ASPLAN VIEW DIMENSION "B" DIM. "D" DIM. "D"DIMENSION "A"DIM. "C"DIM. "C"COLUMN BASE PLATE 5/16 REFER TO BASE PLATE SCHEDULE FOR DIMENSIONS. DIMENSIONS C & D APPLY ONLY IF SCHEDULE MILLMEANS OF LEVELING & ELEVATION CONTROL SHALL BE PROVIDED & COORDINATED BY THE CONTRACTOR ELEVATION HEAVY DUTY WASHER w/ STANDARD SIZED HOLE - TYPICAL REFER TO BASE PLATE SCHEDULE FOR ANCHOR BOLTS & BASE PLATE COLUMN BEARING EL- REFER TO SECTIONS NON-SHRINK GROUT PROVIDE OVERSIZED HOLE IN BASEPLATEBASE PL. THICKNESS (t)1-1/2"COLUMN BASE PLATE BASE PL THICKNESS (t)MILLNON-SHRINK GROUT ELEVATION VERTICAL BRACE COL. BASE PLATE PROVIDE OVERSIZED HOLE IN BASE PLATE COLUMN BEARING EL - REFER TO SECTIONS REFER TO DETAILS FOR VERTICAL BRACE MEMBER MEANS OF LEVELING & ELEVATION CONTROL SHALL BE PROVIDED & COORDINATED BY THE CONTRACTOR REFER TO BASE PLATE SCHEDULE FOR ANCHOR BOLTS & BASE PLATE 3/8" PLATE WASHER W/ STANDARD SIZED HOLE - TYPICAL 1 1/2"DIMENSION "B" DIM "D"DIM "D"DIMENSION "A"DIM "C"DIM "C"PLAN VIEW PIPE COLUMN TUBE COLUMN REFER TO BASE PLATE SCHEDULE FOR DIMENSIONS. DIMENSIONS C & D APPLY ONLY IF SCHEDULED COLUMN BASE PLATE 1/4 BEAM FLANGE WIDTH LESS THAN COLUMN FLANGE WIDTH ELEVATION SHEAR PLATE & ERECTION BOLTS AS REQUIRED BACKING BAR - TYPICAL PLATES EACH SIDE OF COLUMN WEB. THICKNESS EQUAL TO BEAM FLANGE ( 1/2" MINIMUM) BEAM TO COLUMN MOMENT CONN. C.P. TYP C.P. TYP PL THICK - 1/16" SEE PLAN PL. - EA. SIDE OF BM. CAP PL.-1/2 W/ 4 - 3/4" D. BOLTS STIFF PL.- 1/4 EA. SIDE OF BM. WEB BEAM SPLICE CONNECTION 3/16 3/16 BEAM SIZE PL. THICKNESS ROWS OF BOLTS(N) W8 - W12 W14 - W16 W18 - W21 W24 W27 W30 W33 W36 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 5/16" 5/16" 2 3 4 5 6 7 8 9 N ROWS OF BOLTS @ 3" O.C.NOTES: 1. BOLTS ARE ASTM A325N. 2. BEAM SIZE IS THE SUPPORTED BEAM. COLUMN -SEE PLAN OR SCHEDULE FOR SIZE AND SHAPE REFER TO TYPICAL BRACING CONN DETAIL FOR ANGLE INFORMATION PL.- 1/4 x4x4 WELDED TO COLUMN L-2x2x 3/16 TOP & BOTTOM PL- 1/4 x4x4 TYP PL- 1/4 - EA SIDE CAP PL- 1/2 " W/4- 3/4 " DIA BOLTS TOP OF COLUMN BRACING 30° BOTTOM FLANGE BRACE L3/16x1 3/4x1 3/4 PL. 1/4" 3/16TYP BEAM SIZE ANGLE LENGTH (L) NO. OF ROWS OF BOLTS (N) 5-1/2" 8-1/2" 14-1/2" 14-1/2" 20-1/2" REFER TO AISC TABLES 10-1 & 10-2. NO. OF ROWS OF BOLTS (N) ANGLE LENGTH (L) 11-1/2" 23-1/2"1 3/4" MAX. W33 & W36HEAVYSTANDARD NOTES: 2 5-1/2" 8-1/2" W8, W10 W14, W16 3 14-1/2"W18 17-1/2"W21 11-1/2" 11-1/2" W24 20-1/2" W27 W30 W33 17-1/2"26-1/2" 29-1/2" 23-1/2"W36 29-1/2" W12 1. WELD A IS 3/16" FOR STANDARD 1/4" FOR HEAVY. 2. BOLTS ARE ASTM A325N U.N.O. 3. BEAM CONNS ARE STANDARD UNLESS DENOTED BY AN ASTERISK ( * ) ON PLAN.COPE AS REQ'D. @ BM. TO BM. CONN. 5/16" THICK DBL. ANGLES w/ 3/4" DIA. A325 BOLTS BM. OR COL. WEB, OR COL. FLANGE1 1/4" MAX. UP TO W30L1-1/4"VARIES t GAGE N BOLTS @ 3"2 3 4 4 5 5 6 7 8 4 5 6 7 8 9 10 10 BOLTED/BOLTED CONN. BOLTED/WELDED CONN.SIMPLE SHEAR STEEL BEAM CONN. WELD A 1. EXTENDED CONNECTIONS (IN WHICH THE END OF THE SUPPORTED BEAM STOPS SHORT OF THE COLUMN OR GIRDER FLANGES) ARE NOT ALLOWED, UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. NOTES: SUBMIT CALCULATIONS FOR EACH DIFFERENT CONNECTION, SIGNED AND SEALED BY A PE REGISTERED IN THE STATE OF THE PROJECT PROVIDE AISC STANDARD CONNECTION DETAIL TO MEET MINIMUM REQUIRED STRENGTH AS LISTED IN THE TABLE USE DOUBLE ANGLE CONNECTION AS DETAILED YES, BUT FABRICATOR WISHES TO SUBSTITUTE EITHER DIFFERENT CONNECTION COMPONENTS OR A DIFFERENT CONNECTION TYPE NOYES DOES CONNECTION GEOMETRY ALLOW FOR THE USE OF DOUBLE ANGLE CONNECTION AS DETAILED? SIMPLE SHEAR CONNECTION FLOW CHART 66 58 50 46W14 W16 260181 308242 300215 230150 170 130 94 38 N.A.W10 W36 W33 W30 W27 W24 92 78 W21 W18 W12 W8 21 N.A. MINIMUM CONNECTION DESIGN STRENGTH (LRFD, KIPS) 128 28 17 HEAVYSTANDARDBEAM SIZE N.A. N.A. WIDE FLANGE COLUMN WEB TYPICAL DBL. ANGLE CONN. L-4X4X3/8 TEMP ERECTION SEAT. BOLT AS REQD. DOUBLE BEAM CONN. TO COL. WEB PLAN VIEW BM. SIZE N BOLTSNOTES: 1. IN THE CASE OF A CORNER (2 BEAM) CONDITION, ORIENT THRU PL. TO SUPPORT DEEPER BEAM. 2. PROVIDE ADD'L. BOLTS AS REQD. WHERE REACTIONS ARE GIVEN ON PLAN. W8, W10 W12, W14 W16, W18 W21 W24 2 3 4 5 6 4" 3" TYP.N BOLTS @ 3" O.C. 3/8" PL. THRU SLOT IN COL. WT5x15 W/ 5" COL WT6x15 W/ 6" COL. WT6x20 W/ 8" COL. WT6x29 W/ 10"COL. BEAM TO COLUMN CONNECTION TYP. 1/4 AS REQ'D.6" U.N.O. L2x2x1/4 EACH SIDE REFER TO SECTIONSCOPED CHANNEL OR BEAM 3/16 INTERIOR CONDITION AS SHOWN EXTERIOR CONDITION SIMILAR PLAN VIEW L-2x2x 1/4 DIAGONAL EACH CORNER - COPE VERTICAL LEG AS REQUIRED3" FLOOR DECK SUPPORT TYP. 3/4" DIA BOLT AT 24" OC STAGGERED DOUBLE 2x CONT NAILER RIP AS NEEDED TO MATCH BEAM FLANGE WIDTH WF BEAM SEE PLAN WOOD NAILER ON WF BEAM COLUMN SCHEDULE NOTES 1. MEMBERS REQUIRING CONFORMANCE TO ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SPECIFICATION ARE NOTED AS AESS ["X"] WHERE "X" IS THE AESS CATEGORY. EX. AESS [3] IS AESS CATEGORY 3. VISIBLY EXPOSED CONNECTIONS ASSOCIATED WITH AESS MEMBERS SHALL CONFORM TO MEMBER AESS CATEGORY. COLUMN BASEPLATES, ANCHOR BOLTS AND CONNECTIONS HIDDEN FROM VIEW ARE EXEMPT FROM AESS REQUIREMENTS. 2. AT DOUBLE C9 COLUMNS, SEE FOR BASE PLATE DIMENSIONS AND QUANTITY/PLACEMENT OF ANCHOR BOLTS. 15/ S06-35 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-51 TYPICAL STEEL DETAILS 08/25/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID STEEL COLUMN SCHEDULE COL MARK COL SIZE BASE PLATE DIMENSIONS ANCHOR BOLTS CommentsDIM "A" DIM "B" t DIM "C" DIM "D" DETAIL NUMBER TYPE DIA EMBED LENGTH C1 HSS12 x 4 x 1/2 0" 0" 0" 0" 0" 0 0" 0" AESS [3] C2 W12x50 1' - 6" 1' - 2" 1 1/4" 4" 3" 3/S06-51 4 AB-2 3/4" 1' - 0" C3 W12x65 1' - 6" 1' - 4" 1 1/4" 4" 3" 3/S06-51 4 AB-2 3/4" 1' - 0" C4 W14x109 1' - 8" 1' - 6" 1 1/4" 4" 5" 3/S06-51 4 AB-2 3/4" 1' - 0" C5 HSS6 x 6 x 5/16 1' - 2" 1' - 2" 1 1/4" 5" 5" 7/S06-51 4 AB-2 3/4" 1' - 0" C6 HSS10 x 10 x 1/2 1' - 4" 1' - 4" 1 1/4" 6" 6" 7/S06-51 4 AB-2 3/4" 1' - 0" C7 HSS12 x 12 x 1/2 1' - 6" 1' - 6" 1 1/4" 7" 7" 7/S06-51 4 AB-2 3/4" 1' - 0" C9 HSS10 x 6 x 1/4 1' - 5" 1' - 1" 1 1/4" 4 1/2" 6 1/2" 7/S06-51 4 AB-2 3/4" 1' - 0" AESS [3], NOTE 2 C10 HSS18 x 6 x 5/8 0" 0" 3/4" 0" 0" 0 0" 0" C11 HSS5 x 5 x 1/4 0" 0" 0" 0" 0" 0 0" 0" C12 HSS4 x 4 x 1/4 10" 10" 3/4" 3 1/2" 3 1/2" 7/S06-51 4 AB-2 3/4" 1' - 0" C13 HSS8 x 8 x 3/8 1' - 4" 1' - 4" 1" 6" 6" 7/S06-51 4 AB-2 3/4" 1' - 0" AESS [3] H1 HSS2 x 2 x 1/4 0" 0" 1 1/4" 0" 0" 7/S06-51 4 AB-2 3/4" 1' - 0" TYPICAL DETAIL NO SCALE 2 TD05102 TYPICAL DETAIL NO SCALE 3 TD05110 TYPICAL DETAIL NO SCALE 11 TD05111 TYPICAL DETAIL NO SCALE 6 TD05112 TYPICAL DETAIL NO SCALE 7 TD05120 TYPICAL DETAIL NO SCALE 13 TD05150 TYPICAL DETAIL NO SCALE 10 TD05170 TYPICAL DETAIL NO SCALE 15 TD05180 TYPICAL DETAIL NO SCALE 16 TD05181 TYPICAL DETAIL NO SCALE 22 TD05200 TYPICAL DETAIL NO SCALE 8 TD05203 TYPICAL DETAIL NO SCALE 14 TD05206 TYPICAL DETAIL NO SCALE 4 TD05210 TYPICAL DETAIL NO SCALE 19 TD05330 TYPICAL DETAIL NO SCALE 12 S06-51/12 A 1 1 1 1 1 REVISIONS A 05.21.2018 IFP Addendum 01 DECK LAYOUT SHALL ACCOMMODATE MULTIPLE ROWS OF SHEAR CONNECTIONS AS REQUIRED BY STUD LAYOUT1" CLEAR#4(6-0) @ 12" TOP OVER GIRDERS COMPOSITE GIRDER REFER TO TYPICAL COMPOSITE BEAM DETAIL FOR WWM REINF. TANDEM ROW TRIPLE ROW MIN. BEAM FLANGE = 9" SINGLE ROW MIN BEAM FLANGE = 6"1 1/2" MIN.ABOVE DECKAFTER WELDING1 1/2" MIN.ABOVE DECKAFTER WELDING1 1/2" MIN.ABOVE DECKAFTER WELDING1-1/2" FOR 3/4" DIA. STUDS 1-3/4" FOR 7/8" DIA. STUDS 3" FOR 3/4" DIA. STUDS 3 1/2" FOR 7/8" DIA. STUDS STUD WELDING DETAILS C.L. BEAM & SHEAR STUDS C.L. BEAM & SHEAR STUDS SLAB REINF. CENTERED IN SLAB ABOVE DECK COMPOSITE BEAM A. UNIFORM STUD LAYOUT. EXAMPLE 1. PLACE STUDS EVENLY DISTRIBUTED ALONG LENGTH OF BEAM AT 1'-0" O.C., STARTING AT 3" FROM EACH END OF BEAM. 2. PLACE ADDITIONAL STUDS AT 6" O.C. FROM EACH END OF BEAM. USE TANDEM OR TRIPLE ROWS AS REQUIRED. 3. TOTAL NUMBER OF STUDS SHALL NOT BE LESS THAN SHOWN ON PLAN. GIRDER B. SEGMENTED STUD LAYOUT. EXAMPLE 1. PLACE STUDS EVENLY DISTRIBUTED ALONG LENGTH OF BEAM AT 1'-0" O.C. STARTING AT 3" FROM EACH END OF BEAM. 2. PLACE ADDITIONAL STUDS BETWEEN IN- FRAMING BEAMS TO PROVIDE FOR NUMBER OF STUDS SHOWN ON PLAN. USE TANDEM OR TRIPLE ROWS AS REQUIRED. 3. MINIMUM STUD SPACING ALONG LENGTH OF BEAM IS 6" O.C. W24x55 (42) W24x55 20 2010 1. PLACE STUDS EVENLY DISTRIBUTED ALONG LENGTH OF BEAM AT 2'-0" O.C. 2. PLACE ADDITIONAL STUDS AT 1'-0" O.C. FROM EACH END OF BEAM. USE TANDEM OR TRIPLE ROWS AS REQUIRED. 3. TOTAL NUMBER OF STUDS SHALL NOT BE LESS THAN SHOWN ON PLAN. SIMPLE BEAM LOCATE STUD IN SIDE OF FLUTE CLOSEST TO END OF BEAM 3"3" STUD LAYOUT - COMPOSITE BEAMS REFER PLAN 12" MAX T3/16" BENT PL POUR STOP SEE PLAN FOR DECK DIRECTION 2"OVERHANG SLAB EDGE - COMPOSITE DECK 1/8 2-12 PLAN VIEW ROOF SCUTTLE FRAME L-4x3x1/4 (LLV) COPE VERTICAL LEG AT EDGE OF STRUCTURAL SUPPORT C.L. JOIST OR BEAMS C.L. JOIST OR BEAMS TYP. TYP. DOUBLE DIAPHRAGM EDGE WELD-REF GENERAL NOTES TS-2.5x2.5x.25 BETWEEN JOISTS DIAPHRAGM TRANSFER 1/4 2@12 PLAN VIEW CONTRACTOR TO COORDINATE FRAME SIZES REQUIRED FOR DRAIN HUBS C.L. BEAM OR JOIST DRAIN HUB TO OVERLAP & BOLT TO ANGLES 3/16" FILLET WELD, OR 5/8 " DIA BOLT @ EACH CORNER L2-1/2 x2-1/2x3/16 FRAME- FIELD LOCATE L3x3x1/4 EACH SIDE, SHIP LOOSE COPE VERTICAL LEG OF ANGLE AS REQUIRED AT EDGE OF STRUCTURAL MEMBER TYP. ROOF DRAIN SUPPORT FRAME VERIFY OPENING DIMENSIONS AND CURB DETAILS PRIOR TO FABRICATION. THIS DETAIL APPLIES ONLY TO SMALL (3'-0" SQ. OR LESS) OPENINGS THAT DO NOT SUPPORT MECHANICAL EQUIPMENT LOADS IN EXCESS OF 250 POUNDS 1/4" STIFF PL L-3x3x 1/4 FRAME OR L-3x3x 1/4 EACH END OF OPENING L-4x3x 1/4 (LLV) BETWEEN JOISTS (2 REQUIRED) WELD DECK TO ANGLES MISCELLANEOUS ROOF OPENING THIS DETAIL APPLIES ONLY TO SMALL (3'-0" SQ. OR LESS) OPENINGS THAT DO NOT SUPPORT MECHANICAL EQUIPMENT LOADS IN EXCESS OF 250 POUNDS VERIFY OPENING DIMENSIONS AND CURB DETAILS PRIOR TO FABRICATION. L-3x3x1/4 FRAME OR L-3x3x 1/4 EACH END OF OPENING L-4x3x 1/4 (LLV) BETWEEN JOISTS (2 REQUIRED) WELD DECK TO ANGLES 4" MISCELLANEOUS ROOF OPENING L3x3x3/8 HANGER @ EACH STRINGER STAIR STRINGER L5x3x1/4 LLV STAIR HANGER 1/4 1/4 1/4 NOTCH VERTICAL LEG AT JOIST REF ROOF PLAN FOR ANGLE SIZE & LOCATION DIAPHRAGM BRACING ANGLE 3/16 TYP BEAM SEE PLAN CATWALK HANGER SEE PLAN CATWALK EDGE CHANNEL SEE PLAN L 3x3x1/4 BEARING SEAT ANGLE EA SIDE TOS EL SEE PLAN FF EL SEE PLAN TOS EL SEE PLAN BEAM SEE PLAN HSS 4x4x1/4 STUB COLUMN BEAM SEE PLAN CATWALK HANGER SEE PLAN CATWALK EDGE CHANNEL SEE PLAN TOS EL SEE PLAN FF EL SEE PLAN TOS EL SEE PLAN BEAM SEE PLAN COLUMN BEYOND SEE PLAN L 2x2x1/4 FLOOR SUPPORT ANGLES & IN PLANE BRACING SEE PLAN L 3x2x1/4 CONT SEE TYP 7/ S06-53 BEAMS SEE PLAN 2 3/4" CFMF W VERT SLIP TRACK SEE ARCH FF EL SEE PLAN SLAB EDGE SEE 1/ S06-52 BEAMS SEE PLAN CFMF W VERT SLIP TRACK SEE ARCH FF EL SEE PLANTOS EL SEE PLAN L 4x3x1/4 (LLH) CONT BETWEEN INTERSECTING BEAMS 2-12 L 4x4x1/4 BRACE AT BOTTOM OF SLAB DECK ELEVATION 1/4" BENT PL CLIP ANGLES EA END TYP COLUMN SEE PLAN BEAM SEE PLAN EDGE OF SLAB 1 1 COLUMN BRACING AT MEZZANINE DECK PARTIAL PLAN L 6x6x3/8 CONT W 1/2" DIA ADHESIVE OR SCREW ANCHOR AT 32" OC IN GROUTED CELL (4 1/2" EMBED) SEE FOR BM TO CMU CONN BEYOND 9/ S06-41 BB-2 CONT FF EL SEE PLAN 12" CMU SEE GN 8" CFMF W VERT SLIP CONN AT SLAB EDGE SEE ARCH FF EL SEE PLAN BEAM SEE PLAN SLAB EDGE SEE 1/ S06-52 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-52 TYPICAL STEEL DETAILS 02/09/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID TYPICAL DETAIL NO SCALE 9 TD05351 TYPICAL DETAIL NO SCALE 6 TD05355 TYPICAL DETAIL NO SCALE 5 TD05350 TYPICAL DETAIL NO SCALE 7 TD05356 TYPICAL DETAIL NO SCALE 1 TD05323 TYPICAL DETAIL NO SCALE 14 TD05615 TYPICAL DETAIL NO SCALE 4 TD05510 TYPICAL DETAIL NO SCALE 13 TD05616 TYPICAL DETAIL NO SCALE 10 TD05494 TYPICAL DETAIL NO SCALE 11 TD05495 TYPICAL DETAIL NO SCALE 8 TD05650 TYPICAL DETAIL NO SCALE 12 TD05501 3/4" = 1'-0" 23 3/4" = 1'-0" 22 A A 3/4" = 1'-0" 15 3/4" = 1'-0" 16 3/4" = 1'-0" 20 A A A A 3/4" = 1'-0" 19 A 3/4" = 1'-0" 18 A REVISIONS A 05.21.2018 IFP Addendum 01 DIAGONAL BRACING TYPICAL SEE PLAN/ ELEVATIONS FLOOR BEAM W DOUBLE 2x NAILER SEE PLAN/ CFMF W VERT SLIP CONN TO INTERMEDIATE FLOOR BEAM DO NOT ATTACH TO BRACING FIRE RETARDANT TREATED FLOOR JOIST SEE PLAN COLD FORM JOIST HANGER ATTACH TO NAILER PER MANUFACTURER RECOMMENDATIONS DIAPHRAGM NAILING SEE GN TWO LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD DECKING SEE GN SEE PLAN 5" AT SIM 9" 12/ S06-51 FF EL SEE PLAN 4 1/2"WALL GIRT SEE PLAN CFMF W VERT SLIP CONN TO GIRT SEE PLAN TOS EL SEE PLAN WALL GIRT SEE PLAN CFMF W VERT SLIP CONN AT BOTTOM OF GIRT SEE PLAN 4 1/2" TOS EL SEE PLAN RECESSED VENEER SEE ARCH LINE OF VENEER BEYOND L 4x3x1/4 (LLH) T&B AT RECESSED VENEER 3/16 2-12 CFMF SEE ARCH FIRE RETARDANT TREATED FLOOR JOIST SEE PLAN TWO LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD DECKING SEE GN SEE PLAN 4 1/2" AT SIM 8 1/2" FF EL SEE PLAN 4 1/2"FLOOR JOIST BLOCKING PER GN SEE FOR ADDL INFO 1/ S06-53 COLD FORM JOIST HANGER ATTACH TO NAILER PER MANUFACTURER RECOMMENDATIONS 9"??? FLOOR BEAM W DOUBLE 2x NAILER SEE PLAN/ FIRE RETARDANT TREATED FLOOR JOIST SEE PLAN COLD FORM JOIST HANGER ATTACH TO NAILER PER MANUFACTURER RECOMMENDATIONS DIAPHRAGM NAILING SEE GN TWO LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD DECKING SEE GN 12/ S06-51 FF EL SEE PLAN 4 1/2"FIRE RETARDANT TREATED FLOOR JOIST AND BRIDGING SEE PLAN TWO LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD DECKING SEE GN FF EL SEE PLAN 4 1/2"COLD FORM JOIST HANGER ATTACH TO NAILER PER MANUFACTURER RECOMMENDATIONS TOS EL SEE PLAN TOS EL SEE PLAN GLAZING SEE ARCH GIRT SEE PLAN GIRT SEE PLAN SEE ARCH FOR LATERAL GLAZING CONNECTION TO GIRTS C 15x33.9 CONT1' - 0"FIN FL EL SEE ARCH 1/2" STEEL PLATE TUBE HANGER SEE PLAN 5/16 3-12 5/16 3-12 L 2x2x1/4 SEE PLAN MC 12x10.6 CONT L 3x2x1/4 (LLH) EDGE ANGLE4"FIN FL EL SEE ARCH 1 1/8" T&G STURDIFLOOR PIPE/TUBE HANGER SEE PLAN TYP GLUE & SCREW TO SUPPORTING STEEL ANGLES AND EDGE ANGLES WITH SIMPSON TB WOOD TO STEEL SCREWS AT 8" OC MAX 2-12 2-12 FIN FL EL SEE ARCH 2-12 SEE FOR ADDL INFO 7/ S06-53 CLR4"1 1/2" DIA STD PIPE CONT AT OPENINGS L3x2x1/4 (LLH) CONT 1 1/8" T&G STURDIFLOOR GLUED AND SCREWED PER GN FIN FL EL SEE ARCH CONT L 3x3x1/4 W 1/2" DIA ADHESIVE OR SCREW ANCHORS AT 24" OC IN GROUTED CELL (4 1/2" EMBED) 1 1/8" T&G STURDIFLOOR GLUED AND SCREWED PER GN FF EL SEE PLAN HAND RAIL SEE ARCH 2"2 1/2"2" WOOD PLANKS SCREWED TO BEAM FLANGE PER GN SEE ARCH FLOOR BEAM SEE PLAN EDGE CHANNEL SEE PLAN 2-12 2-12 COUNTERSINK HEAD OF SIMPSON TD WOOD TO STEEL SCREW 1/2" TYP AT PLANKS FILL HOLE WITH WOOD PLUG SEE FOR ADDL INFO 16/ S06-53 FF EL SEE PLAN SEE FOR MECHANICAL PLATFORM FRAMING INFO 4/ S06-53 CATWALK FLOOR BEAM SEE PLAN GLUE & SCREW FLOOR DECK PER GENERAL NOTES SEE PLAN FF EL SEE PLAN CATWALK FLOOR BM SEE PLAN GLUE & SCREW FLOOR DECK PER GN TYP SEE PLAN 6 1/2" CFMF W VERT SLIP CONN SEE ARCH CONT L 3x3x1/4 POUR STOP BENT PL SEE 1/ S06-52 SLAB ON COMPOSITE METAL DECK SEE GN FLOOR BEAM SEE PLAN 2-12 FF EL SEE PLAN2"2 1/2"3" T&G DECKING GLUE & SCREW TO SUPPORTING BEAMS/ ANGLES WITH SIMPSON TD WOOD TO STEEL SCREWS AT EACH SUPPORT AND AT 8" AT SIDE SUPPORT ANGLES COUNTERSINK SCREW HEAD 1/2" FILL HOLE WITH WOOD PLUG FLOOR BEAMS SEE PLAN CONT EDGE CHANNEL SEE PLAN 2-12 2-12 TYP L 3x3x1/4 CONT BETWEEN FLOOR BEAMS 1 1/2" DIA STD PIPE HANGER TYP L 2x2x1/8 BRACING TYP SEE SIM 7'-0". 1 MAX 1 4/ S06-15 TYP SEE FOR ADDL INFO 7/ S06-53 FF EL SEE PLAN EDGE CHANNEL BEYOND SEE PLAN FF EL SEE PLAN 1 1/2" DIA STD PIPE HANGER L 2x2 x1/8 DIAGONAL BRACING EDGE CHANNEL BEYOND SEE PLAN FLOOR BEAM SEE PLAN FLOOR BEAMS SEE PLAN STAIR SEE ARCH EDGE CHANNEL MITER WITH INTERSECTING CHANNELS, WELD & GRIND SMOOTH FF EL SEE PLAN SEE FOR ADDL INFO 14/ S06-53 CATWALK FLOOR BEAM SEE PLAN SEE PLAN CATWALK HANGER SEE PLAN CATWALK EDGE CHANNEL SEE PLAN CATWALK DECKING SEE GN DECK SUPPORT ANGLES AND DIAGONAL BRACING SEE PLAN & FOR MORE INFO TOS EL SEE PLAN FF EL SEE PLAN 4"4"HSS2x2x1/4 POST AT EA CATWALK EDGE CHANNEL CROSSING - SEE PLAN 7/ S06-53 CATWALK DECKING SEE GN FF EL SEE PLAN TYP 1/4" PL TO TUBE SEE PLAN AT DOOR ACCESS TRIM 4" OF CHANNEL TO ALLOW FLUSH FLOOR HSS 4x4x1/4 W 1/4" CAP PL SEE PLAN HSS 4x4x1/4 HORIZ AT 48" OC TYP FF EL SEE PLAN 6"3 1/2" TO MAST EL COORD W LIFT SUPPLIER SLAB EDGE SEE 1/ S06-52 CL BM CL COL PL 3/8" EA SIDE OF TUBE W VERT SLOTTED 3/4" DIA THRU BOLT CONN L 5x5x5/16 x 3'-6" CENTERED BETWEEN 2 HSS 4x4 VERTICALS W (3) 3/8" DIA EXP ANCHORS AT 12" OC L 2x2x1/4 AT EA HSS VERT CONN 3/8" WELD PL TYP TYP FF EL SEE PLAN 1/4" PL TO COL CATWALK EDGE CHANNEL BM BEYOND TOS EL SEE PLAN TOS EL SEE PLAN 4"DECK SUPPORT ANGLES AND DIAGONAL BRACING SEE PLAN & FOR MORE INFO 7/ S06-53 SEE ARCH SEE ARCHACOUSTIC CURTAIN CABINET - SEE ARCH L2x2x1/4 T&B SEATED CONN, TYP UNO HSS8x2x1/4 (LSH), TYP AROUND CABINET PERIM. TOP OF TUBE FLUSH w/ MC L3x2x1/4x0-6 EA SIDE OF HSS CATWALK - SEE PLAN & ADJ DETAILS PLAN VIEW HSS2x2x1/4 HSS6x2x1/4 - SEE PLAN 1 HSS2x2x1/4 FF EL SEE PLAN 1/4" PL TO STUB COL CATWALK EDGE CHANNEL TOS EL SEE PLAN TOS EL SEE PLAN DECK SUPPORT ANGLES AND DIAGONAL BRACING SEE PLAN & FOR MORE INFO 7/ S06-53 TOS EL SEE PLAN HSS4x4x1/4 STUB COL CATWALK DECKING SEE GN 1/4" BENT PL EA SIDE OF TUBE 4"FF EL SEE PLAN CATWALK EDGE CHANNEL CATWALK DECKING SEE GN TUBE TOS EL SEE PLAN 1/4" CAP PL 10" CATWALK HANGER SEE PLAN CATWALK EDGE CHANNEL SEE PLAN CATWALK DECKING SEE GN TOS EL SEE PLAN FF EL SEE PLAN 4"PLAN DIAGONAL ANGLE BELOW NOT SHOWN FOR CLARITY COPE MC12 TO RUN UNDER CROSS CATWALK REINFORCE WITH L3X3X 1/4 TO END 5" CATWALK HANGER SEE PLAN CATWALK EDGE CHANNEL SEE PLAN CATWALK DECKING SEE GN TOS EL SEE PLAN FF EL SEE PLAN 4"PLAN DIAGONAL ANGLE BELOW NOT SHOWN FOR CLARITY COPE MC12 TO RUN UNDER CROSS CATWALK REINFORCE WITH L3X3X 1/4 TO END 5" L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-53 FLOOR FRAMING DETAILS 02/09/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3/4" = 1'-0" 1 3/4" = 1'-0" 3 3/4" = 1'-0" 3A 3/4" = 1'-0" 2 3/4" = 1'-0" 4 3/4" = 1'-0" 4A 3/4" = 1'-0" 5 3/4" = 1'-0" 6 LOADING GALLERY CATWALK 3/4" = 1'-0" 7 PERFORMANCE HALL CATWALK 3/4" = 1'-0" 9 BLACK BOX CATWALK 3/4" = 1'-0" 10 3/4" = 1'-0" 13 3/4" = 1'-0" 14 3/4" = 1'-0" 15 3/4" = 1'-0" 16 WALKWAY CATWALK 3/4" = 1'-0" 17 3/4" = 1'-0" 18 3/4" = 1'-0" 19 3/4" = 1'-0" 11 3/4" = 1'-0" 21 3/4" = 1'-0" 23 3/4" = 1'-0" 22 3/4" = 1'-0" 12 3/4" = 1'-0" 20 REVISIONS A 05.21.2018 IFP Addendum 01 TYP 3 SIDES NS/FS TYP 3/8" WELD PL HSS 2x2 BEYOND DIAGONAL BRACING HSS 6x6 WT TOP CHORD BEAM SEE PLAN HORIZONTAL BRACING BENT PL TOP CHORD BRACING PIPE HANGER T8 STAGE ROOF FRAMING SEE 4/ S06-15 HSS BOTTOM CHORD BRACING PROSCENIUM TRUSS SEE 2/ S06-16 BENT PL 3/8 X (0-4/0-4) CONT BEAM SEE PLAN SEE 11/ S06-41 L7x4x3/8 (LLH) CONT (GALVANIZED) CENTERED VERT SPLICE AT EMBED CL AS REQD SEE ARCH FOR ELEVATION PROVIDE EMBEDS AT 2 ' OC 131-0 10" 6" ELEV VARIES WITH TOP OF STEEL TOE ANGLE UPWARD WHERE NEEDED SET TOP OF TUBE AT CONSTANT ELEV 129-6 CONT L4X3X 1/4 LLH AT ENDS, PROVIDE A TORSION RESISTANT CONNECTION TO SUPPORT BEAM L 6X4X5/16 CONT W 1/2" ANCHOR AT 36" OC IN BOND BM CONT CONCRETE SITE CAST BEAM 10" X 1'-6 - REINF: 2#6 T&B #3 ST @ 12 PROVIDE CJS AT EACH STL BM SUPPORT BELOW WITH E1@ 6' OC TOP,& L5X 3 1/2 X 5/16 X 0-6" BOTT & 2- 1/2" X 4" HSA @ 6' OC 11/ S06-41 L7x4x3/8 (LLH) CONT (GALVANIZED) CENTERED VERT SPLICE AT EMBED CL AS REQD SEE PROVIDE EMBEDS AT 2' OC SEE ARCH FOR ELEVATION TO CONCRETE CURB 131'-0" 10" 6" SET TOP OF TUBE AT CONSTANT ELEV 129'-6" CONT L4X3X 1/4 LLH TOS EL VARIES SEE PLAN L 6X4X5/16 CONT W 1/2" ANCHOR AT 36" OC IN BOND BM CONT CONCRETE SITE CAST BEAM 10" X 1'-6 - REINF: 2#6 T&B #3 ST @ 12 PROVIDE CJS AT EACH STL BM SUPPORT BELOW WITH E1@ 6' OC TOP,& L5X 3 1/2 X 5/16 X 0-6" BOTT & 2- 1/2" X 4" HSA @ 6' OC 1 1 CONT CONCRETE SITE CAST BEAM REINF: 3#7 T&B #3 ST @12 WITH L5X 3 1/2 X 5/16 X 0-6" & 2 - 1/2" X 4" HSA AT EACH CORNER @ 6' OC AND EACH END (24" FROM END) -PROVIDE CONSTRUCTION JOINTS IN BM WITH 1/2" MIN JOINT AT EACH STEEL SUPPORT COLUMN BELOW SET TOP OF TWO BMS and SMALL CROSS BEAMS AT CONSTANT ELEV 129-0 131-0 1' - 10" 4"4"2' - 0"10" L5x3x 1/4 LLH CONT 2' - 0" CONT CONCRETE SITE CAST BEAM REINF: (3)#7 T&B, #3 ST @12 , STIRRUPS MAY BE CAPS AND BASES DEPTH VARIES WITH L5X 3 1/2 X 5/16 X 0-6" & 2- 1/2" X 4" HSA AT EACH CORNER @ 6' OC AND EACH END (24" FROM END) - CONT L3X3X 1/4 GUIDES & E1 EMBEDS IN SLAB @ 6' OC PROVIDE CONSTRUCTION JOINTS IN BM WITH 1/2" MIN JOINT AT EACH STEEL SUPPORT COLUMN BELOW 131-0 1' - 10" 7" 5"4"VARIES10" CONT BENT PLATE 1/4" X 4" X 7" (LLV) 2' - 0" WALL AND DOWELS - SEE SCHED 131-0 1' - 10" 7" 5"4"VARIES10" CONT BENT PLATE 1/4" X 4" X 7" (LLV) 2' - 0" CONT CONCRETE SITE CAST BEAM REINF: (3)#7 T&B, #3 ST @12 , STIRRUPS MAY BE CAPS AND BASES DEPTH VARIES WITH L5X 3 1/2 X 5/16 X 0-6" & 2- 1/2" X 4" HSA AT EACH CORNER @ 6' OC AND EACH END (24" FROM END) - CONT L3X3X 1/4 GUIDES & E1 EMBEDS IN SLAB @ 6' OC PROVIDE CONSTRUCTION JOINTS IN BM WITH 1/2" MIN JOINT AT EACH STEEL SUPPORT COLUMN BELOW WALL AND DOWELS - SEE SCHED CONT CONCRETE PRECAST BEAM 1'-2" x 1'-6 1/2" - REINF: 2#6 T&B #3 ST @ 12 WITH L5x3-1/2x5/16 X 0-6 & (2)1/2"D x 0-4 HSA @ 48" OC BOTTOM EA SIDE AND EACH END - PROVIDE 1/2" MIN CONST JOINTS AT EACH STL SUPPORT COL BELOW TO CONCRETE CURB EL 130-10 1/2 ELEV VARIES WITH TOP OF STEEL SET TOP OF TUBE AT CONSTANT ELEV 129-4 CONT L4X3X 1/4 LLH AT ENDS, PROVIDE A TORSION RESISTANT CONNECTION TO SUPPORT COLUMN, TYPICAL 2' - 1" 7" CFMF SEE ARCH TOS EL SEE PLAN GIRT SEE PLAN CFMF W VERT SLIP CONN SEE ARCH BRICK LEDGE EL SEE ARCH 5 1/2" VERT SLIP CONN VERT SLIP CONN 9 1/2" CONT BENT PL 1/4 (0-4/0-6) EMBED E1 AT 6 FT OC TYP TYP HSS 12x2x1/4 AT 5 FT OC MAX INFILL W CFMF FRAMING L 6x6x5/16 x 0'-6" AT EACH VERT TUBE3/16 3/16 TYP C 6x8.2 AT EA VERT TUBE TYP TYP L 6x6x5/16 CLIP ANGLE AT EA VERT TUBE CONT GALV ANGLE L 5x5x5/16 5 5/8" MAX 1 1/2" 1" 11" 5 7/8"1/2"1/2"TOS EL SEE PLAN SEE FOR ADDL INFO 16/ S06-54 L 8x6x7/16 W VERT SLIP CONN GIRT SEE PLAN BL EL SEE ARCH 2' - 1" 7" HSS 12x2x1/4 AT 5 FT OC MAX INFILL W CFMF FRAMING L 6x6x5/16 x 0'-6" AT EACH VERT TUBE CONT GALV ANGLE L 5x5x5/16 BRICK LEDGE EL SEE ARCH 1 1/2"1/2"TYP 3/16 3/16 TYP1/2"C 6x8.2 AT EA VERT TUBE TYP TYP L 6x6x5/16 CLIP ANGLE AT EA VERT TUBE 5 5/8" MAX 1 1/2" TYP VERT SLIP CONN 1 1/2" 1' - 0" 5 7/8" 11" 6" 2 3/8" 9 1/2" 2' - 0" CONT BENT PLATE PL 1/4 x 9 x 4 2@12 0" OTHERWISE1 1/2" MAX AT SOFFIT1/2"6"C 6x8.2 AT 6 FT OC MAX INFILL W CFMF FRAMING PROVIDE VERTICAL SLIP CONNECTION OF CFMF TO EDGE ANGLE TYP L 6x6x5/16 x 0'-6" AT EACH VERT CHANNEL CONT GALV ANGLE L 5x5x5/16 3/16 3/16 L 3x3x1/4 AT EACH VERTICAL CHANNEL BRACE TO ADJACENT BEAM TOP FLANGE BRICK LEDGE EL SEE ARCH TYP W 10x12 W 5/16" WELD PL BTWN BEAMS AT EACH VERTICAL CHANNEL 1 1 MAX 5 5/8"MAX 1 1/2" C 6x8.2 AT EA VERT CHANNEL 5" TYP TYP L 6x6x5/16 CLIP ANGLE AT EA VERT CHANNEL CONT BENT PLATE PL 1/4 x 9 x 4 2@12 0" OTHERWISE1 1/2" MAX AT SOFFIT1/2"6"C 6x8.2 AT 6 FT OC MAX INFILL W CFMF FRAMING PROVIDE VERTICAL SLIP CONNECTION OF CFMF TO EDGE ANGLE TYP L 6x6x5/16 x 0'-6" AT EACH VERT CHANNEL CONT GALV ANGLE L 5x5x5/16 3/16 3/16 L 3x3x1/4 AT EACH VERTICAL CHANNEL BRACE TO ADJACENT BEAM TOP FLANGE BRICK LEDGE EL SEE ARCH TYP 5 5/8" MAX 1 1/2" 6" 2 3/8" 9 1/2" C 6x8.2 AT EACH VERTICAL CHANNEL TYP TYP 5" L 6x6x5/16 CLIP ANGLE AT EA VERT CHANNEL 2-12 TOS EL SEE PLAN 10 3/4" 4 1/2"C 6x8.2 AT 6 FT OC MAX INFILL W CFMF SEE ARCH CURTAINWALL CONN TO CHANNEL SHOWN FOR INFORMATION ONLY ACTUAL CONNECTION DESIGN AND ATTACHMENT BY CW MFR NOTE: CURTAINWALL CONN TO STRUCTURE FOR LATERAL RESTRAINT ONLY. L 4x3x1/4 x 0'-6" (LLH) AT EACH BEAM INTERSECTION L 4x3x1/4 x 0'-6" AT EACH CHANNEL CONN T&B L 4x4x1/4 CONT CL BEAM = CL PIPE HANGER PL 1/2 6" DIA STD PIPE EL SEE ARCH L 3x3x1/4 X-BRACING AT EACH HANGER 3/8" STIFF PL NS/FS BEAM SEE PLAN TOS EL VARIES SEE PLAN TOP OF CONCRETE EL SEE PLAN TOP OF STEEL EL SEE PLAN SCHEDSEEGIRDER SEE PLAN BEAM SEE PLAN BEAM SEE PLAN CONCRETE ON COMPOSITE METAL DECK SEE GN SEE PLAN FOR DECK ORIENTATION SCHEDULED ROOF DECK CONT L 6x4x5/16 2-12 2-12 TOP OF CONCRETE EL SEE PLANTOP OF STEEL EL SEE PLAN SCHEDSEEGIRDER SEE PLAN BEAM SEE PLAN CONCRETE ON COMPOSITE METAL DECK SEE GN SCHEDULED ROOF DECK CONT L 6x4x5/162-12 2-12 TOS EL SEE PLAN CURTAINWALL CONN TO COLUMN SHOWN FOR INFORMATION ONLY ACTUAL CONNECTION DESIGN AND ATTACHMENT BY CW MFR COLUMN SEE PLAN SEE FOR ADDL INFO 21/ S06-54 NOTE: CURTAINWALL CONN TO STRUCTURE FOR LATERAL RESTRAINT ONLY TYPICAL 4 1/2" L 4x4x1/4 CONT 2-12 2"2" CHANNEL SEE PLAN BENT PL 3/16 POUR STOP 1/8 2-12 2' - 0 3/8"3 5/8" HEAVY CONNECTION SEE 22/ S06-51 FULL DEPTH SINGLE ANGLE CONNECTION TO COLUMN DOUBLE ANGLE CONNECTION FOR HORIZ BEAM SLIP CRITICAL BOLTS EA END OF HEAD BLOCK SUPPORT BM 2-12 TOS EL SEE PLAN 10 3/4" 4 1/2" C 6x8.2 AT 6 FT OC MAX INFILL W CFMF SEE ARCH 1/4" STIFF PL & L 3x3x1/4 BRACE TO ADJACENT BEAM TOP FLANGE AT 6 FT OC MAX CURTAINWALL CONN TO CHANNEL SHOWN FOR INFORMATION ONLY ACTUAL CONN DESIGN AND ATTACHMENT BY CW MFR NOTE: CURTAINWALL CONN TO STRUCTURE FOR LATERAL RESTRAINT ONLY. L 4x3x1/4 x 0'-6" AT EACH CHANNEL CONN T&B L 4x4x1/4 CONT SEE FOR CONN AT COLUMN 23/ S06-54 2 L 4x3 1/2x5/16 1" RETURN T&B, TYP TYP L3x3x1/4 X-BRACING AT COLUMN CONN THRU BOLTED VERT SLIP CONN GIRT TYP SEE PLAN TOS EL SEE PLAN 1/4" STIFF PL NS/FS 2' - 0 3/8" HEAVY CONN, TYP SEE SLIP CRITICAL CONN 22/ S06-51 DOUBLE ANGLE CONNECTION FOR HORIZ BEAM 9/ S06-41 DO NOT COPE BEAMS FOR BEARING ON CMU IN HEAD BLOCK ASSEMBLY W21 x 62 AT END BTWN VERT BEAMS DO NOT COPE VERT BEAMS SEE SIM BASE PL-3/4" TYP BM BEARING EL L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-54 ROOF FRAMING DETAILS 02/09/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3/4" = 1'-0" 5 3/4" = 1'-0" 1 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/4" = 1'-0" 12 3/4" = 1'-0" 10 3/4" = 1'-0" 11 3/4" = 1'-0" 16 3/4" = 1'-0" 15 3/4" = 1'-0" 18 3/4" = 1'-0" 24 3/4" = 1'-0" 21 3/4" = 1'-0" 20 3/4" = 1'-0" 13 3/4" = 1'-0" 17 3/4" = 1'-0" 23 3/4" = 1'-0" 2 3/4" = 1'-0" 4 3/4" = 1'-0" 22 3/4" = 1'-0" 19 3/4" = 1'-0" 8 REVISIONS 1 09.18.18 Change Order 01 1 1 CONT L4x4x 1/4 2@12 C 6 HANGER L 6x6 CONN ANGLE L 5x5 LEDGE ANGLE COPE VERTICAL LEG OF ANGLE FOR BRICK PLACEMENT 1' - 0" SEE ARCH 1' - 0" COPE HORIZ LEG OF RECESSED LEDGE ANGLE TO FIT EDGE OF DECK ANGLE SEE PLAN/DETAIL 9 1/2"2 3/8"5 1/2"RECESSED L 6x6x3/8 TO SPAN BETWEEN CHANNELS EA SIDE AND COPE TO FIT HORIZONTAL FLANGE AS SHOWN IN PLAN BELOW STRUCTURED LINTEL PER DETAIL BEYOND 18/ S06-54 5 1/2" FACE OF MASONRY VENEER AT RECESS FACE OF MASONRY VENEER BEYOND PLAN VIEW SECTION GIRT SEE PLAN & 7" 1' - 6" 7" TOC EL 131-0 CONT L4X3X 1/4 LLH TYP EL VARIES W TOS CFMF SEE ARCH L3x3x1/4 X-BRACING AT COLUMN CONN 19/ S06-54 L 5x5x5/16 TO TOP OF ADJACENT COLUMN OMIT AT SIM CONT CONCRETE SITECAST BEAM 2'-8" X 1'-6 1/2" - REINF: 5#6 T&B #3 ST @ 12 WITH L5x3-1/2x5/16 x 0'-6" & (2)1/2" X 4" HSA AT EACH CORNER @ 6' OC AND EACH END (24" FROM END) - PROVIDE CONSTRUCTION JOINTS IN BM WITH 1/2" MIN JOINT AT EACH STEEL SUPPORT COLUMN BELOW SET TOP OF TUBE AT CONSTANT ELEV 129-4 COLUMNS SEE PLAN CAP PLATE TO EXTEND ACROSS TWO COLUMNS SEE FOR ADDL INFO 16/ S06-54 TYP TYP TYP AT INTERMEDIATE CONNECTIONS, PROVIDE SHIMS TO CONNECT TO BEAM BELOW WHICH DEFLECT DOWNWARDS UNDER ROOF LOAD MASONRY VENEER ON CFMF OVER PRECAST CONCRETE BEAM SEE 3/ S06-55 WF ROOF BEAM SEE PLAN BM CONN TO HSS END PLATE BY CONN DESIGN ENGR 2' - 8" TOP OF HSS AT EL 129'-4" COLUMN SEE PLAN TUBE BEAM SEE PLAN 9 1/2" 9 1/2" BOLTED/WELDED CONNECTION 6" 6" HSS COL SEE PLAN SEE PLAN FOR BEAM SIZE 1 1/2" 3/4" THICK PL 4"4"1 1/2"8" 3/8" 9 1/2" 2' - 0" HSS 8x6x1/4 VERT INFILL W CFMF FRAMING PROVIDE VERTICAL SLIP CONNECTION OF CFMF TO EDGE ANGLE TYP BRICK LEDGE EL SEE ARCH 1 1 MAX DBL L 6x6x5/16 CLIP ANGLE AT EA VERT HSS SEE FOR ADDL INFO 18/ S06-54 BRICK LEDGE EL SEE ARCH HSS 4x4x5/16 OUTRIGGER PL 5/8" PER CANOPY MFR GALVANIZED TYP OH ROLL UP DOOR SEE ARCH HSS GIRT SEE PLAN PRE-ENGINEERED CANOPY AND CONNECTION TO STRUCTURE BY CANOPY SUPPLIER SEE ARCH THRU BOLTED VERT SLIP CONN SLAB EDGE SEE C 6x8.2 AT 6 FT OC MAX INFILL W CFMF FRAMING PROVIDE VERTICAL SLIP CONNECTION OF CFMF TO EDGE ANGLE TYP CONT GALV ANGLE L 5x5x5/16 L 3x3x1/4 AT EACH VERTICAL CHANNEL BRACE TO ADJACENT BEAM TOP FLANGE BRICK LEDGE EL SEE ARCH TYP 6" 2 3/8" 9 1/2" C 6x8.2 AT EACH VERTICAL CHANNEL 5" L 6x6x5/16 CLIP ANGLE AT EA VERT CHANNEL 1/ S06-52 SEE FOR ADDL INFO 24/ S06-54 #4 DBA (2-10) AT 18" OC CONT BENT PLATE 1/4" X 7" X 7" E1 @ 12"ALIGNROOF JOIST SEE PLAN CATWALK SUSPENSION SUPPORT TUBES SEE PLAN PL 1/2x0-6x0-9 W (2) 1/2" DIA ANCHORS AT 6" OC C 8x11.5 AT 4 FT OC MAX INFILL W CFMF FRAMING PROVIDE VERTICAL SLIP CONNECTION OF CFMF TO EDGE ANGLE TYP CONT GALV ANGLE L 5x5x5/16 BRICK LEDGE EL SEE ARCH L 6x6x5/16 CLIP ANGLE AT EA VERT CHANNEL T&B SEE FOR ADDL INFO 18/ S06-54 #4 DBA (2-10) AT 18" OC CONT BB-2 10"EMBED PL PER . AT EA VERT CHANNEL 11/ S06-41 SEE SIM FOR RECESSED LINTEL SUPPORT 1/ S06-55 5 5/8" 1 1/2" TYP 2 A BRICK LEDGE HANGER SEE 16/ S06-54 CURTAIN WALL PARAPET SUPPORT SEE 21/ S06-54 6 OH 1' - 4" 10" 6"3' - 5 1/4"10"ROOF BEAM SEE PLAN COLUMN SEE PLAN COLUMN SEE PLAN CURTAIN WALL SEE ARCH LINE OF MASONRY VENEER SEE ARCH CL COLUMN CL COL BRICK LEDGE MITER SPLICE CORNERS TYP 3/8" SHIM PL 1 3/8"L 5x5x5/16 SEAT 13 S06-55 1' - 4" 9" 7" BRICK LEDGE EL SEE ARCH TYP 3/16 3/16 TYP CONT GALV ANGLE L 5x5x5/16 TYP 5 5/8" 1 3/8"1/2"TOS EL SEE PLAN GIRT SEE PLAN L 6x6x5/16 x 0'-6" TYP 2-12 TOS EL SEE PLAN 6 3/8" 7 1/2" C 6x8.2 AT 6 FT OC MAX INFILL W CFMF SEE ARCH CURTAINWALL CONN TO CHANNEL SHOWN FOR INFORMATION ONLY ACTUAL CONNECTION DESIGN AND ATTACHMENT BY CW MFR NOTE: CURTAINWALL CONN TO STRUCTURE FOR LATERAL RESTRAINT ONLY. CONT BENT PL 1/4x7x4 L 3x3x1/4 AT EACH VERTICAL CHANNEL BRACE TO ADJACENT BEAM TOP FLANGE TYP L 3x3x1/4 AT EACH VERTICAL CHANNEL PRE-ENGINEERED CANOPY AND CONNECTION TO CURTAINWALL BY CANOPY SUPPLIER SEE ARCH OMIT CANOPY AT SIM HSS GIRT FOR LATERAL SUPPORT ONLY SEE PLAN 2' - 0" SEE AND FOR ADDL INFO 12/ S06-54 21/ S06-41 HOIST BM SEE PLAN TOS EL SEE PLAN WT CONN SEE 14/ S06-51 COLUMN SEE PLAN L 5x3x1/4 LLV W 3/4" DIA THRU-BOLT VERT SLIP CONN 8" 3/8" 9 1/2" HSS 8x4x1/4 VERT AT 3 FT OC MAX INFILL W CFMF FRAMING PROVIDE VERTICAL SLIP CONNECTION OF CFMF TO EDGE ANGLE TYP BRICK LEDGE EL SEE ARCH DBL L 6x6x5/16 CLIP ANGLE AT EA VERT HSS SEE FOR ADDL INFO 24/ S06-54 BRICK LEDGE EL SEE ARCH WF GIRT SEE PLAN THRU BOLTED VERT SLIP CONN L 6x6x5/16 x 0'-6" AT EACH VERT CHANNEL CONT GALV ANGLE L 5x5x5/16 8" 3/8" 9 1/2" 2' - 0" HSS 8x6x1/4 VERT AT 3 FT OC MAX INFILL W CFMF FRAMING PROVIDE VERTICAL SLIP CONNECTION OF CFMF TO EDGE ANGLE TYP BRICK LEDGE EL SEE ARCH 1 1 MAX DBL L 6x6x5/16 CLIP ANGLE AT EA VERT HSS SEE FOR ADDL INFO 18/ S06-54 BRICK LEDGE EL SEE ARCH THRU BOLTED VERT SLIP CONN WF GIRT SEE PLAN L 6x6x5/16 x 0'-6" AT EACH VERT CHANNEL CONT GALV ANGLE L 5x5x5/16 CONT BENT PLATE PL 1/4 x 9 x 4 C 4x5.4 AT 4 FT OC MAX INFILL W CFMF FRAMING L 3x3x1/4 AT EACH VERTICAL CHANNEL BRACE TO ADJACENT BEAM TOP FLANGE C 4x5.4 AT EACH VERTICAL CHANNEL L 3x3x1/4 CLIP ANGLE AT EA VERT CHANNEL 9 1/2" 1' - 1 1/2" CURTAINWALL CONN TO CHANNEL SHOWN FOR INFORMATION ONLY ACTUAL CONN DESIGN AND ATTACHMENT BY CW MFR NOTE: CURTAINWALL CONN TO STRUCTURE FOR LATERAL RESTRAINT ONLY. TRUSS & DECK SPPRT - SEE PLAN & 1/ S06-16L4x4x1/4 EA SIDE OF HSS CONT 3/16" 3/16" HSS4x4x1/4 CONT FOR CURTAIN SPPRT - SEE ARCH HSS4x4x1/4 STUB BM 1 TRUSS & DECK SPPRT - SEE PLAN & , TYP1/ S06-16 SEE PLAN PL - 1/4"x4"Vx3"H, TYP @ EA TRUSS 3/16" 3/16" HSS4x4x1/4 UNDERSLUNG BM L2x2x1/4x0-3 EA SIDE OF HSS, TYP HSS4x4x1/4 CONT FOR CURTAIN SPPRT - SEE ARCH 1/4" THRU PL IN BM. SLOT HSS2x2 FOR THRU PL HSS8x2x1/4 CONT - SEE & ARCH FOR ACOUSTIC CURTAIN CABINET FRAMING SEE ARCH 3 1/2" 23/ S06-531 CONNECTIONS SHOWN FOR ACOUSTIC CABINET FRAMING ONLY. SEE PLAN & ADJ DETAILS FOR ADDL INFO SEE ARCH L4x4x1/4x0-8 EA SIDE OF INFRAMING UNDERSLUNG HSS HSS UNDERSLUNG BM - SEE 16/ S06-55 L4x4x1/4x0-6 FS OF COL FLG L5x5x1/4x0-6 BS OF COL FLG 3/16"TYP 18"PL-3/4" SEAT 6" THROUGH PL-3/8" MIN FOR GUSSET & SEAT AS REQD ADJUST WORK POINT TO PERMIT ANGLE TO FRAME TO TOP CHORD ADJ TO BEAM L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-55 ROOF FRAMING DETAILS 04/24/18 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3/4" = 1'-0" 1 3/4" = 1'-0" 3 3/4" = 1'-0" 4 3/4" = 1'-0" 5 3/4" = 1'-0" 7 3/4" = 1'-0" 8 A A 3/4" = 1'-0" 9 A 3/4" = 1'-0" 17 A 3/4" = 1'-0" 13 A 3/4" = 1'-0" 11 A 3/4" = 1'-0" 14 A 3/4" = 1'-0" 19 A 3/4" = 1'-0" 23 A A NOT USEDNOT USED NOT USED NOT USED 1 3/4" = 1'-0" 12 1 3/4" = 1'-0" 15 3/4" = 1'-0" 16 3/4" = 1'-0" 20 3/4" = 1'-0" 21 1 REVISIONS A 05.21.2018 IFP Addendum 01 JL HSS5 x 5 x 5/16 (F = 30 K) H S S 5 x 5 x 5/16 (F = 25 K )12 S06-62 10 S06-62 9 S06-62 JL HSS5 x 5 x 5/16 (F = 20 K) 12 S06-62 9 S06-62 3 5 HSS4 x 4 x 1/4 (F = 25 K)12 S06-62 10 S06-62 YZZY 12 S06-62 10 S06-62 9 S06-62 HSS5 x 5 x 1/4 (F = 20 K)H S S 5 x 5 x 1/4 (F = 30 K) Z Y 12 S06-62 10 S06-62 9 S06-62 HSS5 x 5 x 1/4 (F = 20 K)H S S 5 x 5 x 1/4 (F = 30 K) X W H S S 5 x 5 x 5 /1 6 (F = 20 K )12 S06-62 9 S06-62 X W HSS5 x 5 x 5/16 (F = 20 K) 12 S06-62 9 S06-62 L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-61 WIND BRACE ELEVATIONS 08/25/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/4" = 1'-0" 2 VERTICAL BRACE ELEVATION 1/4" = 1'-0" 3 VERTICAL BRACE ELEVATION 1/4" = 1'-0" 4 VERTICAL BRACE ELEVATION 1/4" = 1'-0" 5 VERTICAL BRACE ELEVATION 1/4" = 1'-0" 6 VERTICAL BRACE ELEVATION 1/4" = 1'-0" 7 VERTICAL BRACE ELEVATION 1/4" = 1'-0" 8 VERTICAL BRACE ELEVATION REVISIONS 34 31 12 S06-62 H S S 5 x 5 x 1/4 (F = 3 0 K) 2319 HSS6 x 6 x 1/4 (F = 30 K) 12 S06-62 10 S06-62 HS S 6 x 6 x 1/4 (F = 25 K )9 S06-62 VERTICAL BRACE CONNECTION WP HSS COLUMN THROUGH PLATE IN HSS COL 1/4 TYP TYP BOLTS FOR BEAM TO COLUMN CONN PER SIMPLE SHEAR STEEL BEAM HEAVY CONN TABLE COPE FLANGE ONE SIDE AS REQD DIAGONAL BRACE MEMBER, TYP PL AS REQD, TYP PL 3/8 MIN THROUGH SLOT IN DIAGONAL BRACE MEMBERS, TYP VERTICAL BRACE CONNECTION WP HSS COLUMN THROUGH PLATE IN HSS COL TYP TYP BOLTS FOR BEAM TO COLUMN CONN PER SIMPLE SHEAR STEEL BEAM HEAVY CONN TABLE COPE FLANGE ONE SIDE AS REQD DIAGONAL BRACE MEMBER WITH THROUGH SLOT PL AS REQD PL 3/8 MIN VERTICAL BRACE CONNECTION COLUMN BEARING EL PL AS REQD PL 3/8 MIN PLAN VIEW SECTION VIEW WP"C""C""A""D" "D" "B" THROUGH PLATE IN HSS COL SEE COLUMN SCHED FOR ADDL BASE PL INFO & ANCHOR BOLTS DIAGONAL BRACE MEMBER VERTICAL BRACE CONNECTION WP HSS COLUMN THROUGH PLATE IN HSS COL TYP TYP BOLTS FOR BEAM TO COL CONN PER THROUGH PLATE BEAM TO COL CONN TYPICAL DETAIL TABLE COPE FLANGE ONE SIDE AS REQD DIAGONAL BRACE MEMBER PL AS REQD PL 3/8 MIN THROUGH SLOT IN DIAGONAL BRACE MEMBER TRUSS BOTTOM CHORD PP PL.-3/8" MIN. SLOT TUBE FOR WELDED CONN. - TYP. STIFFENER PL.-3/8" EA. SIDE OF WEB TRUSS WEB MEMBER - TYP. FILLET SIZE SHALL BE 1/16" SMALLER THAN THICKNESS OF THINNER MATERIALS BEING JOINED. SEE GENERAL NOTES FOR ADDNL. INFO. TRUSS CHORD GUSSET AS REQD PL-3/8" MIN SLOT TUBE FOR WELDED CONN. TYP STIFFENER PL.-3/8" EA. SIDE OF WEB TRUSS CHORD FILLET SIZE SHALL BE 1/16" SMALLER THAN THICKNESS OF THINNER MATERIALS BEING JOINED. SEE GENERAL NOTES FOR ADDNL. INFO. SLOTTED PL. 3/8" PL. PL-3/8" TRUSS CHORD SLOT TUBE FOR WELDED CONN. TYP. PP PL-1/2" CAP PLATE 1/4" STIFFENER PL. BOTH SIDES SLOT TUBE COLUMN 8" SPLICE CONN PER FILLET SIZE SHALL BE 1/16" SMALLER THAN THICKNESS OF THINNER MATERIALS BEING JOINED. SEE GENERAL NOTES FOR ADDNL. INFO. 3/16" 3" MIN 3/16" 3" MIN WORK POINT TRUSS TOP CHORD TRUSS BOTT CHORD WORK POINT GUSSET AS REQD PL-3/8" MIN 3/16" 3" MIN 3/16" 3" MIN WORK POINT TRUSS TOP CHORD TRUSS BOTT CHORD WORK POINT GUSSET AS REQD PL-3/8" MIN STEEL BEAM SEE PLAN HANGING COLUMN SLOT TUBE TO RECEIVE WT SEE ELEVATION WT8 x 25 x 1' - 1" OPTIONAL ERECTION THROUGH BOLT 3/16 D D L.A. FUESS PARTNERS, INC. Structural Engineers 3333 Lee Parkway, Suite 300 • Dallas, TX 75219 214.871.7010 • www.lafp.com ISSUES KEYPLAN LAFP PROJECT NO. 17032 FIRM REG. NO. F-537 DATE JOB S06-62 TRUSS & BRACE CONNECTIONS 11/01/17 17008.0000 09.18.2018 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 1/4" = 1'-0" 6 VERTICAL BRACE ELEVATION 1/4" = 1'-0" 5 VERTICAL BRACE ELEVATION TYPICAL DETAIL NO SCALE 10 508 HSS TYPICAL DETAIL NO SCALE 11 510 HSS 3/4" = 1'-0" 12 TYPICAL DETAIL NO SCALE 9 512 HSS 3/4" = 1'-0" 23 3/4" = 1'-0" 22 3/4" = 1'-0" 20 3/4" = 1'-0" 19 3/4" = 1'-0" 18 3/4" = 1'-0" 17 3/4" = 1'-0" 16 REVISIONS NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT M BD P M TS SYMBOL DESCRIPTIONSYMBOLDESCRIPTIONSYMBOLDESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTIONSYMBOLDESCRIPTIONSYMBOLDESCRIPTION SYMBOL DESCRIPTION 200A AHU-1 VAV-1-1 -EXISTING FIRE DAMPER TO REMAIN -EXISTING FIRE & SMOKE DAMPER TO REMAIN -PACKAGED TERMINAL AIR CONDITIONER (PTAC) -HYDRONIC REHEAT COIL -FLAT OVAL DUCT (WITH ACCESS PANEL) (WITH ACCESS PANEL) -ELECTRIC DUCT HEATER (W/ PANEL CLEARANCE) FM -MANUAL BALANCING DAMPER -AIR FLOW MEASURING STATION -MOTOR OPERATED CONTROL DAMPER (MOD) -FIRE & SMOKE DAMPER -FIRE DAMPER -FLEXIBLE CONNECTION -ACCESS DOORS, VERTICAL OR HORIZONTAL -INLINE CENTRIFUGAL FAN -STAINLESS STEEL DUCTWORK -DOOR GRILLE -UNDERCUT DOOR SA-1 -SOUND ATTENUATOR -SPIN-IN TAKE-OFF -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE -RECTANGLE-TO-ROUND TAKE-OFF DNUP -TRANSITION, SQUARE TO ROUND UP W/IN FLOORDOWN -CEILING EXHAUST -CEILING RETURN 24x12 -STANDARD BRANCH TAKE-OFF -RADIUS ELBOW -TRANSITION, ECCENTRIC -FLEXIBLE DUCT -CHANGE OF ELEVATION -DUCT ELBOW, NEGATIVE PRESSURE, RETURN -DUCT ELBOW, EXHAUST DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN -TRANSITION, CONCENTRIC -SQUARE THROAT ELBOW W/TURNING VANES -RECTANGULAR/ROUND BRANCH TAKE-OFF OR ROUND/ROUND BRANCH TAKE-OFF -SQUARE THROAT TEE -RADIUS TEE -ROUND DIFFUSER -SUPPLY REGISTER OR GRILLE -RETURN/EXHAUST REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) (VERTICAL MOUNT, SIDEWALL) -EXISTING DUCTWORK TO REMAIN -EXISTING DUCTWORK TO BE REMOVED (CEILING DIFFUSERS ARE 4-WAY THROW UNO) -CEILING DIFFUSER, ROUND NECK -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) 1 M-1 1 -TEMPERATURE SENSOR -MOTORIZED CONTROL DAMPER -HUMIDISTAT/HUMIDITY SENSOR -THERMOSTAT/TEMPERATURE SENSOR -REVISION REFERENCE -DETAIL REFERENCE: TOP-DETAIL#, BOTTOM-DRAWING# SHOWN ON -PRESSURE SENSOR -DUCT SMOKE DETECTOR -CONNECT TO EXISTING -DEMOLISH TO POINT INDICATED FF -FINAL FILTERS DDC -DIRECT DIGITAL CONTROLS PRS -PRESSURE REDUCING STATION SP -STATIC PRESSURE -CFM (CUBIC FEET PER MINUTE) P -CHANGE IN PRESSURE CV -CONSTANT AIR VOLUME -ROOFTOP AIR HANDLING UNITRTU RS/L -REFRIGERANT SUCTION & LIQUID LINES CL -OUTSIDE AIR LOUVEROAL -VARIABLE AIR VOLUMEVAV -SUPPLY AIRSA -ROOFTOP HEAT PUMPRHP -REHEAT COILRHC -REVOLUTIONS PER MINUTERPM -RETURN AIRRA -POLYVINYL CHLORIDE PIPEPVC -PSI GAUGEPSIG -POUNDS PER SQUARE INCHPSI -PRESSURE REDUCING VALVEPRV -OUTSIDE AIROA -NOT TO SCALENTS -NORMALLY OPENNO -NORMALLY CLOSEDNC -LINEAR DIFFUSERLD -LEAVING WATER TEMPERATURELWT -LEAVING AIR TEMPERATURELAT -GALLONS PER MINUTEGPM -FEET PER MINUTE -FIRE DAMPER -FAN COIL UNIT -ENTERING WATER TEMPERATURE -ENTERING AIR TEMPERATURE -DOWN -CONDENSING UNIT -CUBIC FEET PER MINUTE -CHANGE IN TEMPERATURE -COOLING TOWER -CEILING DIFFUSER -CENTER LINE -BRITISH THERMAL UNIT -BRAKE HORSEPOWER -BOTTOM OF PIPE -ACCESS PANEL -ABOVE FINISHED FLOOR FPM FD FCU EWT EAT DN CU CFM T CT CD BTU BOP BHP AP AFF -AIR HANDLING UNITAHU MBH -THOUSAND BTUs PER HOUR AFD -ADJUSTABLE FREQUENCY DRIVE ESP -EXTERNAL STATIC PRESSURE KW -KILOWATT MCA -MINIMUM CIRCUIT AMPS MOCP -MAXIMUM OVER CURRENT PROTECTION UNO TSP -TOTAL STATIC PRESSURE -VOLTS/PHASEV/PH VFD -VARIABLE FREQUENCY DRIVE -UNLESS NOTED OTHERWISEFLA-FULL LOAD AMPS -CONTROL VALVE -VALVE ON RISER -CAP -CONNECTION, BOTTOM -CONNECTION, TOP -COUPLING -ELBOW, 90° -ELBOW, 45° -ELBOW, TURNED DOWN -ELBOW, TURNED UP -FLOW SWITCH -CHECK VALVE -PSI REG. -SOLENOID VALVE -STRAINER -GAS COCK -BUTTERFLY VALVE -CALIBRATING BALANCING VALVE -BALL VALVE -GATE VALVE -UNION -SLOPE DIRECTION (DOWN) -FLEX CONNECTION -O.S.&Y. GATE VALVE -THREE-WAY CONTROL VALVE -THERMOMETER - P-TRAP -TWO-WAY CHECK VALVE EQUIP. -MANUAL VENT -PRESSURE GAUGE -RELIEF VALVE -FLOW METER -WATER METER -INLINE PUMP -INLINE PUMP VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS VAV - VARIABLE AIR VOLUME UNIT -AIR HANDLING UNIT -AIR DISTRIBUTION DEVICE -NEGATIVE RELATIVE PRESSURE -POSITIVE RELATIVE PRESSURE -NEUTRAL RELATIVE PRESSURE -BACKDRAFT DAMPER MOD -MOTOR OPERATED CONTROL DAMPER (MOD) -PACKAGED TERMINAL AIR CONDITIONERPTAC -STEAM TRAP -FLOW DIRECTION -SHEET NOTE CALLOUT -SHEET NOTE CALLOUT -SHEET NOTE CALLOUT -EXHAUST DUCT UP THROUGH SLAB W/ -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF -CEILING MOUNTED ACCESS DOOR -RECTANGULAR DUCT SECTION UP, EXHAUST -RECTANGULAR DUCT SECTION UP, -RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, -ROUND DUCT SECTION UP -FLAT OVAL DUCT SECTION UP SUPPLY OR OUTSIDE AIR NEGATIVE PRESSURE, RETURN FAN ON ROOF ABOVE -ABOVE FINISHED ROOFAFR -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME WITH ELECTRIC HEAT -TERMINAL UNIT, VARIABLE/CONSTANT AIR -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME, FAN POWERED VOLUME, FAN POWERED, WITH ELECTRIC HEAT -TERMINAL UNIT, VARIABLE/CONSTANT AIR 12x8 HVAC GENERAL NOTESHVAC ABBREVIATIONSHVAC SYMBOL LEGEND HVAC EQUIPMENT TAGSHVAC PIPING SYMBOL LEGEND 10x8 24x12 12x8 1 1 1 _ + 0 H VOLUME WITH ELECTRIC HEAT 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD-VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST. FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION-FREE, RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 13. PROPER TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. 15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR-MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. 17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 18. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. 19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 20. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. 21. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 21. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10' CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 22. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. 23. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC-110.26. 24x12 24x12 S MV FM M T UCCFM TAG CFM AHU NUMBER AHU NUMBER TERMINAL NUMBER TERMINAL UNIT TYPE -45° PIPE RISE (R) / DROP (D) -CONDENSER WATER SUPPLY -CONDENSER WATER RETURN -CHILLED WATER SUPPLY -CHILLED WATER RETURN -CONDENSATE -HOT WATER RETURN -HOT WATER SUPPLY -REFRIGERANT LIQUID -REFRIGERANT SUCTION -TEE, OUTLET DOWN -TEE, OUTLET UP CWS CWR CHWS CHWR RL RS PC -PUMPED CONDENSATE DD -HIGH PRESSURE STEAM SUPPLY -LOW PRESSURE STEAM SUPPLY -MEDIUM PRESSURE STEAM SUPPLY CR -CONDENSATE RETURN -HIGH PRESSURE STEAM RETURN -LOW PRESSURE STEAM RETURN -MEDIUM PRESSURE STEAM RETURN -PIPE ANCHORS -CONCENTRIC REDUCER -ECCENTRIC REDUCER HPS MPS LPS CD HWR HWS HPR MPR LPR 8" ALTERNATE #4: REMOVE UNDERFLOOR AIR DISTRIBUTION SCOPE ON SHEET M02-00. ADD OVERHEAD AIR DISTRIBUTION AS SHOWN ON SHEET M02-03D. 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:06:52 PMM00-01 MECHANICAL LEGEND, GENERAL NOTES, & SHEET INDEX 09/18/2018 17008.0000 09.18.2018 M00-01MECHANICAL LEGEND, GENERAL NOTES, & SHEET INDEX2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HVAC DRAWING INDEX SHEET DESCRIPTION M00-01 MECHANICAL LEGEND, GENERAL NOTES, & SHEET INDEX M02-00 MECHANICAL UNDERFLOOR PLAN M02-01 MECHANICAL OVERALL - MAIN LEVEL M02-01A MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A M02-01B MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B M02-01C MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C M02-01D MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D M02-01E MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E M02-02 MECHANICAL OVERALL - TECHNICAL LEVEL M02-02C MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C M02-02D MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D M02-02E MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E M06-01 MECHANICAL SCHEDULES M07-01 MECHANICAL CONTROLS M07-02 MECHANICAL CONTROLS M08-01 MECHANICAL DETAILS REVISIONS TYPE J FLOOR DIFFUSER. 70 CFM. (TYPICAL OF 136) 2 M02-00 54x36 42x48 28x48 26x36 36x54 24x10 28x10 28x10 28x10 28x10 28x10 24x10 24x10 24x10 24x10 24x10 18x10 18x10 28x10 11 1 1 1 111 1 1 1 1 1 1 11 1 1 1 1 1111 2 11 1 1 1 1 11 2 2 2 2 2 22 3 4 4 4 54x48 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 00-ORCHESTRA 96' - 10" PMT1T2T3 T4 T5 T6 00-UNDERFLOOR 93' - 2" K T0 Q 5 1 1 6 SHEET METAL SUPPLY AIR PLENUM CONCRETE ANCHOR CONCRETE SLAB FLOOR IN CONCERT HALL 2" ACCOUSTICAL DUCT LINING SEAL EDGE AIRTIGHT W/ MASTIC SEALANT TYPE 'J' FLOOR GRILLE 26 GUAGE STAINLESS STEEL SHEET METAL, PRE-FABRICATED UNISTRUT SUPPORT EVERY 10 FT ATTACH SUPPORT END TO PERPENDICULAR BEAMS 10" X (PER PLAN) X + 4" TYPE 'J' FLOOR GRILLE 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:07:11 PMM02-00 MECHANICAL UNDERFLOOR PLAN 09/18/2018 17008.0000 09.18.2018 M02-00MECHANICAL UNDERFLOOR PLAN2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 00 UNDERFLOOR PLAN - DUCTWORK OVERALL 1/4" = 1'-0"2 UNDERFLOOR DUCT SECTION 1. COORDINATE WITH STRUCTURAL ELEMENTS WHEN INSTALLING UNDERFLOOR DUCTWORK. 2. COORDINATE FLOOR DIFFUSER LAYOUT WITH FINAL FURNITURE VENDOR DESIGN. DIFFUSERS SHALL BE CENTERED UNDERNEATH THEATER CHAIRS AS SHOWN IN DETAIL 3. COORDIANTE LAYOUT BEFORE POURING THEATHER FLOOR. 3. FLOOR DIFFUSERS SHALL BE PLACED AS MUCH AS POSSIBLE CENTERED DIRECTLY UNDERNEATH THE CHAIRS WHERE INDICATED. GENERAL NOTES: HALL M.P. B.B. No Scale UNDERFLOOR AIR DISTRIBUTION PLENUM 3No Scale UNDERFLOOR GRILLE LOCATION 4 FEILD-CONSTRUCTED PLENUM NOUNTED TO BOTTOM OF SLAB. SEE DETAIL 3 FOR REFERENCE. SIZED THE INSIDE FREE AREA PER DIMENSION SHOWN ON THE PLANS. TAP INTO TOP OF TRUNK DUCT WITH A 90° ELBOW. PLACE BALANCING DAMPER IN THE VERTICAL BRANCH. 54" x 36" INTERNALLY LINED DUCT DOWN IN CHASE FROM TECHNICAL LEVEL. MOUNT DUCT ON LOWER SLAB, WITH A NEOPRENE PAD TO ISOLATE DUCT VIBRATION FROM STRUCTURE. PROVIDE DAMPER AT VERTICAL TAP FROM TRUNK DUCT. TYPE J DIFFUSER MOUNTED IN FLOOR ABOVE SUPPLY AIR PLENUM. CENTER UNDER CHAIR AS SHOWN IN DETAIL 4. KEY NOTES: 1 2 3 4 5 6 1 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 MULTI-PURPOSE 111 LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 WRR 113 JAN 129 MRR 125 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 TICKET 107 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 STAGE 135 APRON 134 SLL 133 DRESSING 156 SLL 153 DRESSING 154 ALCOVE 112 LOBBY 110 SLL 152 ALCOVE 126 STOR 127 TOILET 157 UTILITY 158B TOILET 155 TOILET 142 DRESSING 143 DRESSING 141 MECHANICAL 118 STORAGE 139 PIANO 140 STOR 145 TOILET 144 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 CORRIDOR 138 CORRIDOR 146 PREFUNCTION 102 CONCESSION 103 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 PREFUNCTION 101 DATA 115 EMERG. ELEC. 114 VEST 110B STORAGE 158A STAGING 147 TOILET 123 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B LIFT LOBBY 105A CORRIDOR 130 35342030292825213212117 6421 Z X BB-C BB-B BB-A J F D C G B A VAV-1 VAV-2 VAV-3 VAV-5 VAV-7 CL VAV-6 MS-1 MS-2 OU-2 OU-1 MS-3 OU-3 CU-1CU-2CU-3 CU-5CU-6 CU-7 CU-4 26 W Y 31272223 24 19139 8 K M P 10 T R N L H T7 T8 T3 33 BB-1 BB-2 53 14 18 Q VAV-4 MS-5T9 OU-4 MS-4 OU-5 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:07:37 PMM02-01 MECHANICAL OVERALL - MAIN LEVEL 09/18/2018 17008.0000 09.18.2018 M02-01MECHANICAL OVERALL - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 01 FLOOR PLAN - MAIN LEVEL - DUCTWORK OVERALL N HALL M.P. B.B. REVISIONS MULTI-PURPOSE 111 JAN 129 ALCOVE 112 LOBBY 110 ALCOVE 126 VEST 110B 7 6421 J F D C G B A 8 H 40x2420x18H 200 H 200 H 200 H 200 H 200 H 200 H 200 H 200 H 200 H 200 H 325H 325H 325H 325 H 200 H 200 F 750 F 750 F 750 F 750 B 75 T H TO AHU-1 T H TO AHU-254x24H 200 H 200 H 200 H 200 40x2438x24111 2 3 3 3 TO AHU-1 - --- 1 1 1 1 11111 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT A - DUCTWORK 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:07:54 PMM02-01A MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A 09/18/2018 17008.0000 09.18.2018 M02-01AMECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N FIELD CONSTRUCTED PLENUM, MINIMUM 30" DEEP FROM GRILLE. RETURN AIR INLET ABOVE CEILING. ALL DUCTWORK SUPPLY AND RETURN FROM AHU-1 TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. KEY NOTES: 1 2 3 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 SLL 150 LIFT 105B STOR 104 SLL 151 TICKET 107 PREFUNCTION 102 CONCESSION 103 PREFUNCTION 101 LIFT LOBBY 105A 35342030292825213212117 6 J G CL 26 248 K H A 100 A 200 A 100 F 750 F 750 F 0 F 800 F 800 F 800 F 800 F 800 F 800 BB-1 BB-2 T H TO AHU-2 T H TO AHU-3 12x10 11 5 1 1 1 1 1 11 C 100 3 4 14 18 F 750 F 800 1 - --- 2 1 1 1 1 1 1 1 FIELD CONSTRUCTED PLENUM, MINIMUM 24" FROM GRILLE. 12"x10" SA UP TO AHU-2 TRUNK. 10"x4" SA UP TO TECHNICAL LEVEL. CENTER OF GRILLE AT 10' AFF. PROVIDE AESTHETIC SLOT TO MATCH ADJACENT DIFFUSERS. KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT B - DUCTWORK 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:08:07 PMM02-01B MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B 09/18/2018 17008.0000 09.18.2018 M02-01BMECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N 2 3 4 HALL M.P. B.B. 5 REVISIONS 1 09.18.2018 CHANGE ORDER 01 WRR 113 JAN 129 MRR 125 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 ALCOVE 112 ALCOVE 126 STOR 127 MECHANICAL 118 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 DATA 115 EMERG. ELEC. 114 TOILET 123 CORRIDOR 130 642 1 X J VAV-3 VAV-2 VAV-1 B 75 MS-2 MS-1 OU-1 OU-2 Y K M P T R N L T7 T8 T3 CU-1CU-2CU-3 OU-3 CU-4 MS-3 20x14A 300 A 300 A 300 C 100 C 100 A 200 A 300 A 250 A 250 A 10014x12 16x16B 560 B 560 A 185 A 185 C 100 F 750 F 750 F 750 F 750 A 185 A 185 A 185A 190 A 190 A 190 B 385 B 385 18x18 14x14 14x1412x12 12x12 B 75 B 200 B 600 B 600 20x14 16x16T H TO AHU-2 T T T T T T 20x2010ø 12ø 14ø20x1612x6 MS-4 OU-4 T20x18B 300 D 100 111 TO AHU-1 B 300 D 100 D 100 6ø 6ø 2 3 4 12x122 M02-02C 3 M02-02C 53 - --- - --- 6ø Q T9 1 1 1 11111 10ø 5 UP UP UP 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT C - DUCTWORK 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:08:24 PMM02-01C MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C 09/18/2018 17008.0000 09.18.2018 M02-01CMECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N FIELD CONSTRUCTED PLENUM, MINIMUM 30" DEEP FROM GRILLE. 18"x18" EA DUCT UP TO EF-1 IN MEZZANINE ABOVE. 16"x16" SA DOWN TO BELOW MEZZANINE. RETURN DUCT FROM AHU-7 UP TO TECHNICAL LEVEL. SUPPLY AIR DUCT BACK TO AHU-7. KEY NOTES: 1 2 3 4 5 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 OFFICE 106 OFFICE 108 TICKET 107 STAGE 135 APRON 134 SLL 133 TOILET 142 DRESSING 143 DRESSING 141 STORAGE 139 PIANO 140 STOR 145 TOILET 144 CORRIDOR 138 CORRIDOR 146 STAGING 147 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B 20 25 211211 7 Z X BB-C BB-B BB-A J CL B 75 B 175 26 Y 22 23 24 19139 8 K M P 10 N T7 T8 T3 A 100 A 200 A 100 14x12 C 200 C 250 A 150 A 150 C 125 C 125 10x10 1 B B BB-1 1 1 1 T H TO AHU-3 T H TO AHU-4 T H TO AHU-6 8x8 A 100 12x6 12x6 10x10 12x10 T H 11 5 11 AREA SERVED FROM ABOVE 2 4 5 3 T VAV-4 6 7 8 9 C 300 D 300 HUM 18x12 18x18 MS-5D 180 C 180 14 18 Q 1 36x54 T9 2 1 1 1 1 10 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT D - DUCTWORK 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:08:44 PMM02-01D MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D 09/18/2018 17008.0000 09.18.2018 M02-01DMECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N 12"x12" RETURN AIR TRANSFER OPENING WITH W/ FIRE DAMPER AND GRILLE AT EXPOSED ENDS. 54"x36" EA DUCT UP TO AHU-4, DOWN TO UNDERFLOOR. ALL DUCTWORK SUPPLY AND RETURN FROM AHU-4 TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. 10"x10" EA DUCT UP TO EF-2 IN MEZZANINE ABOVE. 10"Ø SA DUCT UP TO AHU-7 TRUNK DUCT. 88" x 16" RA DUCT UP. 88" x 16" RA GRILLE TO CONCERT HALL STAGE. BOTTOM OF GRILLE AT 10' A.F.F. 26" x 26" RA DUCT UP. 40" x 30" RA GRILLE TO CONCERT HALL STAGE. BOTTOM OF GRILLE AT 10' A.F.F. MOUNT HUMIDIFIER ON HIGH ON WALL. ROUTE STEAM PIPING FROM STEAM GENERATOR TO DISTRIBUTER IN DUCT. KEY NOTES: 1 2 3 4 5 HALL M.P. B.B. 6 7 8 9 10 REVISIONS 1 09.18.2018 CHANGE ORDER 01 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 DRESSING 156 SLL 153 DRESSING 154 SLL 152 TOILET 157 UTILITY 158B TOILET 155 CORRIDOR 146 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 STORAGE 158A STAGING 147 LIFT LOBBY 105A 34302928 32 X BB-C BB-B BB-A J VAV-7 VAV-5 VAV-6 B 75 B 75 26 W Y 3127 K M P N T7 T8 T3 CU-6 CU-7 CU-5 14x12 12x1233 C 375 C 375 C 100 A 175 A 175 C 75 C 100 8x8 14x12 10ø 8ø A 100 A 100 1 1 B B B B B BB-1 BB-2 VAV-8 T H T H TO AHU-5 T T T T A 150 A 150 10ø 12x12 OU-5 1 1 1 1 1 23 3 4 1 3 AREA SERVED FROM ABOVE C 75 1 C 100 3 4 Q T9 1 12"x12" RETURN AIR TRANSFER GRILLE. 8"x8" EA DUCT UP TO EF-5 10"Ø SA UP TO AHU-7 TRUNK DUCT ABOVE. 8"Ø SA UP TO AHU-7 TRUNK DUCT ABOVE. KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT E - DUCTWORK 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:09:01 PMM02-01E MECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E 09/18/2018 17008.0000 09.18.2018 M02-01EMECHANICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N 2 3 4 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 EQUIPMENT PLATFORM 250 CONTROL 202 WALKWAY 200A CONTROL 205 AMP 206 EQUIPMENT PLATFORM 252 EQUIPMENT PLATFORM 251 SLL 204 STAGE 135 LOBBY 100 MULTI-PURPOSE 111 STOR 145 SHOP 160 WALKWAY 200B LIFT 105B TECH. STAIR 137 TECH. STAIR 136 TECH. STAIR 200C SLL 201 AMP 201B DIMMER 203B SLL 203 MECH CHASE 210C MECH CHASE 210D HALL 131 35342030292825213212117 6421 Z X BB-C BB-B BB-A J F D C G B A 30x30 24x12 36x3626x30 30x30 24x24 24ø24ø30x20 32x3432x2452x2630x30 24ø 48x20 26x30 CL 42x42 AHU-1 AHU-4 AHU-2 AHU-3 AHU-5 AHU-6 AHU-7 26 W Y 31272223 24 19139 8 K M P 10 T R N L H T7 T8 T3 33 48x38 34x34 EF-2 EF-4 EF-3 EF-1 40x40BB-1 BB-2 DH-1 30x3042x42 42x42 48x4840x2438x2420x18 53 14 18 Q 1 1 T9 MS-5 HUM EF-5 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:09:33 PMM02-02 MECHANICAL OVERALL - TECHNICAL LEVEL 09/18/2018 17008.0000 09.18.2018 M02-02MECHANICAL OVERALL - TECHNICAL LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 03 FLOOR PLAN - TECHNICAL LEVEL - DUCTWORK OVERALL N HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 EQUIPMENT PLATFORM 250 WALKWAY 200B 642 1 X J AHU-3 42x42 AHU-2AHU-4AHU-1Y K M P T R N L T7 T8 T3 F 750F 750F 750F 750 48x38 34x34 EF-1 40x4034x3034x3034x3034x3024x2424x2424x2424x2418x1838x24 32x26 EF-640x24 48x48 42x42 42x42 38x24 40x40 20x2040x4012x12 SA/RA TO ABOVE CEILING TO MULTI PURPOSE 11 1 1 4 5 6 7 7 8 8 VAV-9 9 12 11 11 10 13 8 8 14 12ø 12x12 C 200 C 200 15 151515 2 M02-02C 3 M02-02C 53 - --- - --- Q 24x24 T9 1 C 200 VAV-9 1 WL-2 42x42 WL-2 42x42 42x4234x34 18x18 WL-1 WL-1 48x3823 3 2 2 2 10ø 12ø DN DN DN 16 01-MAIN 0'-0" 0' - 0" 03-TECHNICAL 12'-0" 12' - 0" 07-HALL CATWALK 24'-0" 24' - 0" 09-LOW PARAPET 30'-8" 30' - 11" 642 05-STAGE CATWALK 20'-0" 20' - 0" 04-BB CATWALK 18'-0" 18' - 0" 02-GALLERY 9'-0" 9' - 0" 08-LOADING GALLERY 28'-0" 30' - 0" 06-FOLLOW SPOT 22'-0" 22' - 0" OUTSIDE AIR TO AHU-1 ECONOMIZER OUTSIDE AIR TO AHU-4 ECONOMIZER OUTSIDE AIR TO AHU-2 ECONOMIZER OUTSIDE AIR TO AHU-3 ECONOMIZER RELIEF AIR FROM AHU-4 RELIEF AIR FROM AHU-3 RELIEF AIR FROM AHU-2 RELIEF AIR FROM AHU-1 EXHAUST LOUVER EF-1 RESTROOM SUPPLY RESTROOM EXHAUST SUPPLY AIR FROM AHU-4 VENTILATION FROM EF-6 - --- 03-TECHNICAL 112' - 0" 06-FOLLOW SPOT 124' - 8" 04-BB CATWALK 118' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" SA OUTRA IN RELIEF OUT OA IN AHU-4 ON MECHANICAL PLATFORM 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:09:55 PMM02-02C MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C 09/18/2018 17008.0000 09.18.2018 M02-02CMECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - DUCTWORK N FIELD CONSTRUCTED PLENUM, MINIMUM 30" DEEP FROM GRILLE. CONNECT WITH TO AHU-2/3 TRUNK DUCT AS SHOWN IN DETAIL 10/M08-01. 34"x30" OA UP TO PLENUM HEIGHT. 32"x32" DOWN TO MAIN EA DUCT. 18"x18" EA DOWN TO RESTROOMS BELOW. 12"x12" EA DUCT UP FROM EF-6, TAP INTO 34" EA MAIN. 10"Ø SA DUCT FROM AHU-1 TO VAV-11 IN CONTROL ROOM. ALL DUCTWORK SUPPLY AND RETURN FROM AHU-1 TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. ALL DUCTWORK SUPPLY AND RETURN FROM AHU-4 TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. RA DUCT DOWN TO ABOVE 1ST FLOOR CEILING. 30"x30" RETURN AIR INLET TO AHU-2 RETURN DUCT. SA/RA DUCT FROM AHU-2 & 3 TO LOBBY DIFFUSERS. RA DUCT FROM AHU-4 INTO CONCERT HALL CHASE. SA DUCT FROM AHU-4 INTO CONCERT HALL CHASE. 12"Ø EA DUCT FROM EF-6 TO AMP ROOM. OUTSIDE AIR MONITORING & CONTROL STATION. SEE DETAIL M/M07-02 FOR CONFIGURATION. HVAC EMS CONTROL PANEL MOUNTED ON WALL. PROVIDE 120V POWER. KEY NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1/4" = 1'-0"2 EQUIMPENT PLATFORM SECTION 1 1/4" = 1'-0"3 TYPICAL VERTICAL AHU DUCT CONNECTIONS HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 16 WALKWAY 200A CONTROL 202 EQUIPMENT PLATFORM 251 SLL 203 DIMMER 203B SLL 201 AMP 201B 30x30 20 252112117 Z X BB-C BB-B BB-A J 36x3626x30 30x30 30x2020x20 20x20 52x26CL AHU-6 AHU-726x26 36x36 26 Y 22 23 24 19139 8 K M P 10 N T7 T8 T3 26x26F 800F 0F 750F 750 24x24 32x24 WL-3 WL-4 24x24 BB-1 A 150 A 200 A 200 TRANSITION DN TO BOD @ 8'-6"BOD @ 11' AFF T 24x24 B 300 28ø 20"x12" SUPPLY AIR OPENING (INTERNALLY LINED) APPROXIMATELY 135 CFM (TYPICAL OF 30) 32x26 24x2032x26 20x20 26x26 VAV-10 EF-2 30x30 10ø 10ø MS-5HUM 12 11 13 8 8 SV SV SV SV 1 1 1 1 7 2 3 6 4 5 8 9 9 9 15 15 12x12 C 200 C 200C 100 24x2024x20 D1000 16 32x18 17 18 F 8001F 750 1 9 9 B 300 10 A 150 A 150 12x12 12x12 8ø 1920 9 21 21 14 18 Q 1 T9 C 100 C 200 C 200 VAV-9 1 1 1 1 1 1 1 VAV-11 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 28ø 23 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:10:13 PMM02-02D MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D 09/18/2018 17008.0000 09.18.2018 M02-02DMECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - DUCTWORK N FIELD CONSTRUCTED PLENUM, MINIMUM 30" DEEP FROM GRILLE. CONNECT WITH TO AHU-2/3 TRUNK DUCT AS SHOWN IN DETAIL 10/M08-01. OA SHEET METAL PLENUM, 36" DEEP. TAP OA FROM AHU'S INTO PLENUM. EA SHEET METAL PLENUM, 36" DEEP. TAP EA FROM AHU'S AND EF-2 INTO PLENUM. 8"x8" EA DUCT UP FROM EF-2 DOWN TO RESTROOMS BELOW. 10"Ø SA DUCT FROM AHU-7 TO VAV-4 BELOW. 48"x48" SA FROM AHU-4 DOWN TO UNDERFLOOR DISTRIBUTION SYSTEM. 90" TALL x 44" WIDE RETURN TRANSFER. PROVIDE ARCHITECTURAL LOUVER IN SHAFT WALL. MOUNTING HEIGHT PER ARCHITECT. ALL DUCTWORK SUPPLY AND RETURN FROM AHU-4 TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. ALL DUCTWORK SUPPLY AND RETURN FROM AHU-6 TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. 48" WIDE x 24" TALL RETURN TRANSFER. PROVIDE ARCHITECTURAL LOUVER IN SHAFT WALL. MOUNTING HEIGHT PER ARCHITECT. SA/RA DUCT BACK TO AHU-2 & 3 IN MECHANICAL MEZZANINE. RA DUCT FROM AHU-4 IN MECHANICAL MEZZANINE. SA DUCT FROM AHU-4 IN MECHANICAL MEZZANINE. 12"Ø EA DUCT FROM AMP ROOM BACK TO EF-6. 30"x30" RETURN AIR INLET FROM LOBBY TO AHU-2 & 3. 12"x10" SA DN TO FIRST FLOOR. OUTSIDE AIR MONITORING & CONTROL STATION IN OA DUCT TO AHU-6. SEE DETAIL M/M07-02 FOR CONFIGURATION. OUTSIDE AIR MONITORING & CONTROL STATION IN OA DUCT TO AHU-7. SEE DETAIL 2/M07-02 FOR CONFIGURATION. 88" x 16" RA DUCT DOWN. 40" x 30" RA DUCT DOWN. 28"Ø SA DUCT UP TO ROOF. ROUTE DUCT IN THROUGH ROOF TRUSSES. 20"X12" SUPPLY AIR OPENING IN BOTTOM OF DUCT W/ 9" LONG NECK. ANGLE 45° TOWARDS THE REAR WALL OF STAGE. HVAC EMS CONTROL PANEL MOUNTED ON WALL. PROVIDE 120V POWER. KEY NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 HALL M.P. B.B. 19 20 21 REVISIONS 1 09.18.2018 CHANGE ORDER 01 22 23 WALKWAY 200A SLL 204 LIFT 105B CONTROL 205 AMP 206 EQUIPMENT PLATFORM 252 3430292832 X BB-C BB-B BB-A J 36x3624ø AHU-5 VAV-5 32x3432x2448x20 24ø 48x20 26 W Y 3127 K M P N T7 T8 T3 33 F 800F 800F 800 F 800F 800 24x24 8x818x10 EF-3 8x8 8x8 EF-4 WL-6 10ø 16x1624x20 32x24 20x20 BB-1 BB-2 T A 200 A 200 A 300 12x12 10ø 24x1224x24 B 600 12ø 12ø EF-5 DH-1 VAV-10 24ø 10ø VAV-12 10ø 12x12 C 200 C 200 24x2012ø 24ø 11 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 4 5 M 66 6 6 6 6 6 6 6 7 8 9 10 11 12 13 12x12 10x4 14 15 Q T9 WL-5 9 9 16 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:10:31 PMM02-02E MECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E 09/18/2018 17008.0000 09.18.2018 M02-02EMECHANICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - DUCTWORK N FIELD CONSTRUCTED PLENUM, MINIMUM 30" DEEP FROM GRILLE. CONNECT WITH TO AHU-2/3 TRUNK DUCT AS SHOWN IN DETAIL 10/M08-01. SUPPLY AIR OUTLET, 10"Ø 200 CFM. TAP INTO TOP OF DUCT AND PROVIDE BALANCING DAMPER AT TAP. ANGLE OPEN OUTLET 45° DOWN TO FLOOR. 24" TALL x 48" WIDE RETURN TRANSFER. PROVIDE ARCHITECTURAL LOUVER AND FIRE DAMPER IN WALL WALL. MOUNTING HEIGHT PER ARCHITECT. FAN SHALL BE PROGRAMMED TO RUN WHEN THE ROOM TEMPERATURE SENSOR READS ABOVE 85°F. 12"Ø BYPASS FROM EXHAUST TO RETURN. PROVIDE MOTORIZED DAMPER NORMALLY OPEN, AND INTERLOCKED TO CLOSE WHEN EF-5 ACTIVATES. ALL DUCTWORK SUPPLY AND RETURN FROM AHU-5 TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. DUCT WORK FROM EF-5 INSIDE THEATER TO BE INTERNALLY LINED. DIMENSIONS SHOWN ARE THE INSIDE CLEAR DIMENSION. 8"x8" EA DUCT DOWN TO RESTROOMS BELOW. 10"Ø SA DUCT DOWN TO VAV BELOW. 16"x16" RETURN AIR TRANSFER WITH FIRE DAMPER. 12"x12" EA DUCT. TURN DOWN AND TAP INTO EXHAUST MAIN. OA SHEET METAL PLENUM, 20" DEEP. TAP OA FROM AHU INTO PLENUM. EA SHEET METAL PLENUM, 54" DEEP. TAP EA FROM AHU, EF-3, & EF-4 INTO PLENUM. 10"x4" SA DN TO FIRST FLOOR. OUTSIDE AIR MONITORING & CONTROL STATION IN OA DUCT TO AHU-5. SEE DETAIL M/M07-02 FOR CONFIGURATION. HVAC EMS CONTROL PANEL MOUNTED ON WALL. PROVIDE 120V POWER. KEY NOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 16 OPPOSED BLADE DAMPERS: NO MATERIAL: STEEL TITUS 350RL OPPOSED BLADE DAMPERS: NO MATERIAL: STEEL TITUS 300RL 14x614x6000-250 12x812x8250 D C MATERIAL: ALUMINUM COLOR: WHITE BASIS OF DESIGN: TITUS 50F B INSULATED BACKPAN FROM MANUFACTURER MATERIAL: ALUMINUM COLOR: WHITE BASIS OF DESIGN: TITUS OMNI A DESCRIPTIONFACE SIZENECK SIZE (IN)CFMMARK AIR DISTRIBUTION SCHEDULE NOTES: 1. AIR DISTRIBUTION DEVICES LOCATED WITHIN ACOUSTICAL TILE CEILINGS SHALL BE PROVIDED WITH BORDER TYPE 3 FOR LAY-IN MOUNTING. AIR DISTRIBUTION DEVICES LOCATED WITHIN GYPSUM BOARD CEILINGS OR WALLS SHALL BE PROVIDED WITH BORDER TYPE 1 FOR SURFACE MOUNTING. REFER TO ARCHITECTURAL DOCUMENTS FOR CEILING TYPES. 2. AIR DISTRIBUTION DEVICES LOCATED IN SMALL ROOMS WHERE FULL 24"X24" GRID ARE NOT AVAILABLE SHALL BE PROVIDED WITH SURFACE MOUNTING BORDERS IN LIEU OF LAY-IN. SECURE EACH DEVICE TO CEILING GRID WITH FIELD- FABRICATED SUPPORTS. LAY-IN PLAQUE CEILING SUPPLY DIFFUSER LAY-IN CEILING EGG-CRATE RETURN GRILLE SIDEWALL SUPPLY DIFFUSER DOUBLE DEFLECTION DIFFUSER 0 DEGREE BLADES 0 DEGREE DEFLECTION SIDEWALL RETURN GRILLE 24x246Ø000-100 24x2424x24911-1670 101-200 201-375 376-600 601-700 8Ø 10Ø 12Ø 14Ø 24x24 24x24 24x24 24x24 24x1224x12251-910 48x2448x241671-3400 DAT ELEC HEATING COIL DATA VOLTAGE/PH NC RATINGPLAN MARK TERMINAL UNIT SCHEDULE WITH ELECTRIC HEAT SELECTION BASED ON MANUFACTURER MODEL KW FLA UNIT SIZE STEPS VAV-1 NOTES: 1. NC RATING IS AT 1" WC STATIC. 2. ECM HIGH-EFFICIENCY MOTORS 3. PROVIDE WITH INTEGRAL DISCONNECT. 4. PROVIDE HEATERS WITH SINGLE POINT CONNECTION AND 480/3 (4 WIRE WYE). 5. ALL CONTROLLERS SHALL BE FACTORY MOUNTED. 6. REFER TO FLOOR PLANS FOR LEFT-HANDED OR RIGHT-HANDED CONFIGURATION. 7. PROVIDE WITH 24V MAGNETIC CONTRACTORS. 8. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 9. DESV UNITS SHALL HAVE A 120V TO 24V TRANSFORMER FOR CONTROL POWER. 10. PROVIDE UNIT CONTROLLERS PER BMS SPECIFICATIONS. DTQP 04TITUS INLET (INCH) DESIGN AIRFLOW MIN. PRIMARY AIRFLOW FAN VOLTAGE/PHESPHP CFM 12 1,600 VAV-2 VAV-3 VAV-4 VAV-5 VAV-6 VAV-7 DTQPTITUS DTQPTITUS DTQPTITUS DTQPTITUS DTQPTITUS DTQPTITUS 4,500V3-DRBAAONMULTI PURPOSEAHU-1 MODELMANUFACTURER PRIMARY CFM AIR HANDLER SERVINGPLAN MARK 2.0" ESP MODELMANUFACTURER CONDENSING UNIT IEERMCAMOCPVOLTS/ PHASE EER CFA-015AAON 14.83345460/3 12.3 HEATING MBH 90 MCA MOCP VOLTS/ PHASE 460/3 CU-1 PLAN MARK SYSTEM RATINGS MAX HEATING CFM 4,500 325 25 277/1 480/31/3 0.60 13 SCR 1995 AIR HANDLER SCHEDULE 24x2476-160 PAINT VISIBLE METAL INSIDE FLAT BLACK MATERIAL: ALUMINUM COLOR: WHITE BASIS OF DESIGN: TITUS PAR E LAY-IN CEILING RETURN/EXHAUST GRILLE 8Ø 24x24161-290 10Ø 24x240-75 6Ø 12Ø291-470 24x24 14Ø471-700 24x24 LOBBYAHU-2 AUDITORIUMAHU-4 BLACK BOXAHU-5 STAGEAHU-6 BACK OF HOUSEAHU-7 5,600 2.0"14.8460/3 12.3130460/3 CU-2 9,500 2.5"14.8460/3 12.3267460/3 CU-4 5,500 2.0"14.8460/3 12.3135460/3 CU-5 4,000 2.0"13.0460/3 12.3100460/3 CU-6 6,600 1.75" 8 600 180 25 277/1 480/30.60 10 SCR 1595 12 1,600 480 25 277/1 480/30.60 16 SCR 2295 10 1000 300 25 277/1 480/30.60 14 SCR 2095 6 200 60 25 277/1 480/30.60 4 SCR 695 10 800 240 25 277/1 480/30.60 11 SCR 1595 8 700 150 25 277/1 480/30.60 9 SCR 1395 LOBBYAHU-3 5,600 2.0"14.8460/3 12.3130460/3 CU-3 V3-DRB V3-DRB V3-ERB AAON AAON AAON AAON AAON AAON CFA-016AAON CFA-016AAON CFA-040AAON CFA-020AAON CFA-015AAON V3-DRB V3-CRB V3-DRB 33 45 99 100 29 35 95 100 127 150 107 110 33 45 CFA-030AAON 14.86180460/3 12.3N/A 460/3 CU-71115 NOTES: 1. PROVIDE A PROGRAMMABLE AND AUTOMATIC SWITCHING THERMOSTAT AND SUB-BASE, DISCONNECT SWITCH AND VIBRATION ISOLATION. 2. PROVIDE FACTORY-MOUNTED DISCONNECT. 3. PROVIDE ONE SINGLE POINT ELECTRICAL CONNECTION @ CU TO POWER BOTH THE AHU AND CU. 4. ROUTE REFRIGERANT LINES TO ASSOCIATED CONDENSING UNIT. SIZE PIPING PER MANUFACTURER'S RECOMMENDATION. 5. PROVIDE A CONDENSATE PUMP THAT IS POWERED INTERNALLY BY SINGLE POINT CONNECTION FROM MANUFACTURER. 6. PROVIDE AUTO RESTART AFTER POWER FAILURE. 950LGMAIN DATA ROOM MS-1/OU-1 MODELMANUFACTURER CFM INDOOR UNIT SERVINGPLAN MARK MINI-SPLIT AIR CONDITIONING UNIT 0 OA CFM - ESP 30 COOLING TOTAL MBH LSU243HLVLG MODELMANUFACTURER OUTDOOR UNIT 16 MCA 25 MOCP 208/1 VOLTS/ PHASE LS243HLV NOTES 1,2,3,4,5 ELECTRICAL ROOMMS-2/OU-2 750 MIN OA CFM (17) 400 400 1,500 1,000 200 300 F LINEAR BAR DIFFUSER BASIS OF DESIGN: TITUS CT-581 COLOR: WHITE 1/8" BARS / 15° DEFLECTION G 12x60-325 N/A SPIRAL DUCT DRUM LOUVER BASIS OF DESIGN: TITUS US-DL COLOR: BLACK UNIVERSAL END CAP AIR SCOOP DAMPER MECHANICAL ROOMMS-3/OU-3 701-900 48x6N/A H 48" x 5-1/4"200-250 8"Ø LINEAR SLOT DIFFUSER W/ PLENUM BASIS OF DESIGN: TITUS TBD-10 TWO SLOTS, 1.5" SLOT WIDTH, 2-WAY THROW, 48" LENGTH DAMPER ACCESSIBLE IN FACE MAX NC: 30 04 04 04 02 03 03 1/3 1/3 1/3 1/6 1/4 1/4 FAN HEATING AIRFLOW 900 900 900 900 350 800 800 20 SEER 1.76 KW INPUT POWER 950LG 0 -30 LSU243HLVLG 16 25 208/1LS243HLV 1,2,3,4,5201.76 KW 950LG 0 -30 LSU243HLVLG 16 25 208/1LS243HLV 1,2,3,4,5201.76 KW NOTESFAN RPM MOTOR HP VOLTS/PHESP DRIVESERVESMARK FAN SCHEDULE SELECTION BASED ON MANUFACTURER MODEL RPM WEIGHT [LBS]TYPE EF-1 NOTES: 1. FAN SHALL BE TIED TO THE BUILDING MANAGEMENT SYSTEM. 2. SUSPEND UNIT FROM STRUCTURE. PROVIDE VIBRATION ISOLATION SUPPORTS PER SPECIFICATIONS. SUPPORT FROM STRUCTURE WITH SPRING ISOLATORS. 3. PROVIDE SOUND ENCLOSURE FOR EXHAUST FAN. EXHAUST FAN SHALL BE TOTALLY ENCLOSED WITHIN THE ENCLOSURE. PROVIDE ACCESS DOOR INTO ENCLOSURE COORDINATED WITH FAN ACCESS PANEL. 4. PROVIDE FLEXIBLE CONNECTION BETWEEN FAN AND DUCTWORK CONNECTIONS. 5. PROVIDE SPEED CONTROLLER FOR FAN EXTERNAL TO SOUND ENCLOSURE. COORDIANTE LOCATION WITH UNIT LOCATION AND ELECTRICAL CONNECTION. 6. PROVIDE DISCONNECT FOR EXHAUST FAN. 7. PROVIDE CURRENT SENSOR TIED BACK TO THE BMS SYSTEM FOR MONITORING OF EXHAUST FAN TO SHOW PROFF OF OPERATION. EF-2 RESTROOM 113/125 SQ-130 INLINE 0.75 3/4 1725 70GREENHECKDIRECT460/31725 ALL RESTROOM 142/144 0.5 1/12 1550 50GREENHECKDIRECT115/11550 ALL EF-3 RESTROOM 155/157 GREENHECK ALL EF-4 SHOP 160 0.75 1/2 1725 57GREENHECKDIRECT460/31725 ALL MFGR.MARK NOTES 96x3222,000WL-1 GREENHECK 1,2,3,4 SYSTEM TYPEMODEL EDJ-401 MECHANICAL PLATFORM INTAKE FREE AREA MIN % 50 LOUVER SCHEDULE SERVING AIRFLOW (CFM) SIZE WxH NOTES: 1. PROVIDE DRAINABLE STATIONARY LOUVERS. 2. COORDINATE COLOR WITH ARCHITECT. 3. PROVIDE 4" DEEP EXTRUDED FRAME. 4. INSTALL PLENUM W/ SLOPE FOR DRAINAGE PER DETAIL. SQ-80 INLINE SQ-80 INLINE SQ-130 INLINE 0.5 1/12 1550 50DIRECT115/11550 22,000WL-2 GREENHECK MECHANICAL PLATFORM RELIEF 50 48x968,500WL-3 GREENHECK MECHANICAL PLATFORM INTAKE 50 48x968,500WL-4 GREENHECK MECHANICAL PLATFORM 50 33x965,000WL-5 GREENHECK MECHANICAL PLATFORM INTAKE 50 33x965,000WL-6 GREENHECK MECHANICAL PLATFORM 50 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 1,2,3,4 EDJ-401 EDJ-401 EDJ-401 EDJ-401 EDJ-401 RELIEF RELIEF VOLUME CFM 1,965 150 800 150 FLA 30 30 30 55 FLA 92 27 91 120 86 10 33 4530 1, 8 EXHAUST FAN #, HP 2, 4 2, 8 2, 4 2, 8 2, 4 2, 8 2, 4 2, 8 2, 8 2, 4 2, 4 2, 4 SUPPLY FAN #, HP 2, 4 GENERAL AIRFLOW ENERGY RECOVERY WHEEL (SUMMER OPERATION)HEATING ELECTRICAL AUX. EH -KW 56 49 77 EXTERNAL 30 N/A SINGLE-ZONE VAV OPERATION SINGLE-ZONE VAV SINGLE-ZONE VAV SINGLE-ZONE VAV SINGLE-ZONE VAV SINGLE-ZONE VAV MULTI-ZONE VAV EF-5 CONTROL ROOM EF-6 CONTROL ROOM NOTES: HEATING KW SERVESMANUFACTURERMARK ELECTRIC DUCT HEATER DH-1 VOLTS/ PH DIMENSIONS 1. CONTROL FROM AHU-5, TO BE PROGRAMMED AS AUXILLIARY HEAT. 2. PROVIDE SCR CONTROLS. AMPS GREENHECK IDHB 32"x24" AHU-5 40 KW 460/3 - OA EAT DB/WB( °F) 103/74 PRIMARY HEAT HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP HEAT PUMP TERMINAL UNITS EAT (°F) 49 MAX LAT (°F) 85 5,600 59 85 5,600 59 85 9,500 59 85 5,100 55 80 4,000 62 85 N/A N/A N/A COOLING TOTAL MBH 150 176 375 177 142 150 260 SENSIBLE MBH 100 110 248 115 90 105 180 HOT-GAS REHEAT YES OA LAT DB/WB (°F) 89/70 80/67 82/69 81/67 80/67 80/67 N/A EA EAT DB/WB (°F) 76/66 N/A EA LAT DB/WB (°F) 103/74 99/73 99/76 98/73 99/73 99/73 N/A TOTAL MBH 14.0 N/A SENS. MBH 14.0 N/A LATENT MBH N/A COIL EAT DB/WB (°F) 86/75 COIL LAT DB/WB (°F) 55/55 55/55 103/74 103/74 105/78 103/74 103/74 N/A 76/66 76/66 77/66 76/66 76/66 0 0 1.3 37 1.9 1.3 79/67 77/66 78/66 78/66 78/66 78/66 55/55 55/55 56/54 55/55 55/55 ROOM SA TEMP (°F) 55 55 60 55 55 55 55 YES YES YES YES YES NO NOTES: 1. ALL EQUIPMENT SHALL BE BASE-MOUNTED ON THE PLATFORM PROVIDED W/ VIBRATION ISOLATION. 2. ALL EQUIPMENT SHALL FIT WITHIN THE PLATFORM SPACE PROVIDED, INCLUDING CLEARANCES AND CONNECTIONS. 3. PROVIDE SCR HEATING CONTROLS FOR AUXILLIARY ELECTRIC HEAT. 4. PROVIDE FACTORY-MOUNTED DISCONNECT. 5. ROUTE REFRIGERANT LINES TO ASSOCIATED CONDENSING UNIT PER MANUFACTURER'S GUIDELINES. 6. EQUIPMENT SHALL BE PROTECTED DURING INSTALLATION AND CONSTRUCTION. COVER THE OPENINGS OF EQUIPEMNT WITH TIGHT FITTIN PLASTIC AFTER INITIAL CLEANING OF DUCT. IF EQUIPMENT IS COMPROMISED WITH DUST, CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN EQUIPOMENT, FILTERS, AND COILS PRIOR TO START-UP. 7. PROVIDE ENERGY RECOVERY WHEEL. SIZE WHEEL FOR A SUMMER OA OF 103/74°F, WINTER OA 23°F, AND RETURN AIR AT 76/66°F. 8. CONDENSING UNIT REFRIGERATION CAPACITIES SHALL BE BASED ON 105°F AMBIENT. 9. PROVIDE ECONOMIZER MODE SIZED FOR 100% OF UNIT AIRFLOW. 10. PROVIDE A BYPASS AT THE ENERGY RECOVERY WHEEL W/ FLOW CONTROL DAMPERS FOR ECONOMIZER OPERATION. 11. PROVIDE MODULATING HOT GAS REHEAT ON UNITS AHU-1,2,3,4,5,6. 12. DUCT HEATER DH-1 SHALL BE INTEGRATED WITH THE CONTROLS FOR AHU-5. 13. PROVIDE FILTER PRESSURE GAUGE, AND ALARM INDICATING FILTER IS READY FOR REPLACEMENT. 14. PROVIDE 2" MERV 8 FILTERS AT BOTH RETURN AIR AND OUTSIDE AIR INTAKES. 15. PROVIDE AN AIRFLOW MEAUSREMENT STATION FOR OUTSIDE AIR IN DUCTWORK. 16. VARAIABLE SPEED DRIVES FOR ALL FANS AND COMPRESSORS. 17. REDUCE SUPPLY AND RELIEF FANS TO MINIMUM OUTSIDE AIR RATES WHEN BI-POLAR IONIZATION FILTER IS ON, AND ECONOMIZER IS OFF. VAV-8 DTQPTITUS 6 300 90 25 277/1 480/30.60 5 SCR 695021/3350 REHEAT CAPACITY (MBH) N/A 72 90 78 86 86 71 1.0 1/2 1826 58GREENHECKDIRECT460/31484 ALLSQ-130HP-VG INLINE 600 1.0 1/2 1826 58GREENHECKDIRECT460/31484 ALLSQ-130HP-VG INLINE 600 VAV-9 DESVTITUS 6 400 9003 VAV-10 DESVTITUS 6 400 9003 VAV-11 DESVTITUS 6 700 9003 VAV-12 DESVTITUS 6 600 9003 NO HEAT NO FAN NO HEAT NO HEAT NO FAN NO HEAT NO HEAT NO FAN NO HEAT NO HEAT NO FAN NO HEAT EMERGENCY ELEC.MS-4/OU-4 950LG ---30 LSU243HLVLG 16 25 208/1LS243HLV 1,2,3,4,5201.76 KW MIN SOUND RATING LOCATIONMANUFACTURERMARK ROOF SMOKE VENT SCHEDULE SV DIMENSIONS NYSTROM 60"x96" CONCERT HALL ROOF STC 50 TYPE DOUBLE DOOR ACOUSTICAL SMOKE EVACUATION VENT NOTES: 1. VENTS SHALL BE IBC 1207 COMPLIANT FOR STC 50. 2. VENTS SHALL BE UL 793 LISTED. 3. VENTS SHALL OPEN AUTOMATICALLY WITH A FUSIBLE LINK AND MANUAL PULL HANDLES. 4. DOORS SHALL LOCK IN THE OPEN POSITIONS. PIANO STORAGEMS-5/OU-5 480LG -- 0.3 18 LUU188HVLG 20 30 208/1LS180HV4 1,2,3,4,5191.35 KW MODELMARK HUMIDIFIER SCHEDULE HUM-1 AIRFLOW (CFM) NORTEC EL 400 LOCATION MECH MEZZ. NOTES: 1. PROVIDE WITH A HIGH LIMIT HUMIDISTAT. 2. PROVIDE STEAM DISPERSION TUBE IN DUCT. 3. PROVIDE INSULATED COPPER STEAM PIPING FROM HUMIDIFIER TO DISPERSION TUBES AND ALL OTHER REQUIRED ACCESSORIES FOR PROPER OPERATION. STEAM (LB/H) 5 VOLTAGE 120 ELECTRICAL KW 1.9 MCA 15.6 MOCP 20 TYPE ELCTRODE STEAM 24x246Ø000-75 76-160 161-290 291-470 471-700 8Ø 10Ø 12Ø 14Ø 24x24 24x24 24x24 24x24 24.0 24.0 24.6 23.3 107 70 35.4 33.5 24.6 23.3 107 1108649 33 4530 80 9076 N/A HEATING TOTAL MBH 15 N/A N/A N/A 48" x 5-1/4"250-350 10"Ø 1,000 PRIMARY OA CFM 1,000 1,000 3,000 1,500 1,100 1,700 J 8-5/8"Ø75 6"Ø UNDERFLOOR DIFFUSER BASIS OF DESIGN: TITUS TAF-R ADJUSTABLE AT FACE COORDINATE COLOR WITH ARCHITECT 18. PROVIDE BIPOLAR IONIZATION APPARATUS IN RETURN AIR STREAM. 1 1 96x32 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:10:47 PMM06-01 MECHANICAL SCHEDULES 09/18/2018 17008.0000 09.18.2018 M06-01MECHANICAL SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 COMM. LINE FROM ADJ. TERMINAL UNIT TS-1 TS-2 SUPPLY AIR TO SPACE 24 VAC SUPPLY AIR FROM AHU N.O. COMM. LINE TO NEXT TERMINAL UNIT INDUCED AIR FROM PLENUM SPACE TEMPERATURE SENSOR W/ DATA-PORT FOR PORTABLE LAPTOP CONNECTION, AND OVERRIDE BUTTON. FURNISH ONE SENSOR PER UNIT ELECTRIC HEAT AI DO SEQUENCE OF OPERATIONS: FPB TERMINAL UNITS FPB BOX - PARALLEL SINGLE DUCT HEAT/COOL SETPOINT: THE SPACE TEMPERATURE SETPOINT WILL BE DETERMINED EITHER BY A COMMUNICATED VALUE. THE VAV USES THE LOCALLY STORED DEFAULT SETPOINTS WHEN NEITHER A LOCAL SETPOINT NOR COMMUNICATED SETPOINT IS PRESENT. IF BOTH A LOCAL SETPOINT AND COMMUNICATED SETPOINT EXIST, THE VAV WILL USE THE COMMUNICATED VALUE. OCCUPANCY MODE: THE OCCUPANCY MODE CAN BE COMMUNICATED OR HARDWIRED TO THE VAV VIA A BINARY INPUT. VALID OCCUPANCY MODES FOR THE VAV WILL BE: OCCUPIED: NORMAL OPERATING MODE FOR OCCUPIED SPACES OR DAYTIME OPERATION. WHEN THE UNIT IS IN THE OCCUPIED MODE THE VAV WILL MAINTAIN THE SPACE TEMPERATURE AT THE ACTIVE OCCUPIED HEATING OR COOLING SETPOINT. APPLICABLE VENTILATION AND AIRFLOW SETPOINTS WILL BE ENFORCED. THE OCCUPIED MODE WILL BE THE DEFAULT MODE OF THE VAV. UNOCCUPIED: NORMAL OPERATING MODE FOR UNOCCUPIED SPACES OR NIGHTTIME OPERATION. WHEN THE UNIT IS IN UNOCCUPIED MODE THE VAV WILL MAINTAIN THE SPACE TEMPERATURE AT THE STORED UNOCCUPIED HEATING OR COOLING SETPOINT REGARDLESS OF THE PRESENCE OF A HARDWIRED OR COMMUNICATED SETPOINT. WHEN THE SPACE TEMPERATURE EXCEEDS THE ACTIVE UNOCCUPIED SETPOINT THE VAV WILL MODULATE FULLY CLOSED. OCCUPIED BYPASS: MODE USED TO TEMPORARILY PLACE THE UNIT INTO THE OCCUPIED OPERATION. TENANTS WILL BE ABLE TO OVERRIDE THE UNOCCUPIED MODE FROM THE SPACE SENSOR. THE OVERRIDE WILL LAST FOR A MAXIMUM OF 4 HOURS (CONFIGURABLE). THE TENANTS WILL BE ABLE TO CANCEL THE OVERRIDE FROM THE SPACE SENSOR AT ANY TIME. DURING THE OVERRIDE THE UNIT WILL RUN IN OCCUPIED MODE. COOLING MODE: WHEN THE UNIT IS IN COOLING MODE, THE VAV WILL MAINTAIN THE SPACE TEMPERATURE AT THE ACTIVE COOLING SETPOINT BY MODULATING THE AIRFLOW BETWEEN THE ACTIVE COOLING MINIMUM AIRFLOW SETPOINT TO THE MAXIMUM COOLING AIRFLOW SETPOINT. BASED ON THE VAV OCCUPANCY MODE, THE ACTIVE COOLING SETPOINT WILL BE ONE OF THE FOLLOWING: SETPOINT DEFAULT VALUE OCCUPIED COOLING SETPOINT 74°F (ADJ.) UNOCCUPIED COOLING SETPOINT 85°F (ADJ.) OCCUPIED STANDBY COOLING SETPOINT 78°F (ADJ.) OCCUPIED MIN COOLING AIRFLOW SETPOINT SEE VAV SCHEDULE OCCUPIED MAX COOLING AIRFLOW SETPOINT SEE VAV SCHEDULE THE VAV WILL USE THE MEASURED SPACE TEMPERATURE AND THE ACTIVE COOLING SETPOINT TO DETERMINE THE REQUESTED COOLING CAPACITY OF THE UNIT. THE OUTPUTS WILL BE CONTROLLED BASED ON THE UNIT CONFIGURATION AND THE REQUESTED COOLING CAPACITY. SEQUENCE OF OPERATIONS: FPB TERMINAL UNITS (CONT.) HEATING MODE: WHEN THE UNIT IS IN HEATING MODE, THE CONTROLLER WILL MAINTAIN THE SPACE TEMPERATURE AT THE ACTIVE HEATING SETPOINT BY MODULATING THE AIRFLOW BETWEEN THE ACTIVE HEATING MINIMUM AIRFLOW SETPOINT TO THE MAXIMUM HEATING AIRFLOW SETPOINT. BASED ON THE CONTROLLER OCCUPANCY MODE, THE ACTIVE HEATING SETPOINT WILL BE ONE OF THE FOLLOWING: SETPOINT DEFAULT VALUE OCCUPIED HEATING SETPOINT 71°F UNOCCUPIED HEATING SETPOINT 60°F OCCUPIED STANDBY HEATING SETPOINT 67°F OCCUPIED MIN HEATING AIRFLOW SETPOINT SEE VAV SCHEDULE OCCUPIED MAX HEATING AIRFLOW SETPOINT SEE VAV SCHEDULE THE CONTROLLER WILL USE THE MEASURED SPACE TEMPERATURE AND THE ACTIVE HEATING SETPOINT TO DETERMINE THE REQUESTED HEATING CAPACITY OF THE UNIT. THE OUTPUTS WILL BE CONTROLLED BASED ON THE UNIT CONFIGURATION AND THE REQUESTED HEATING CAPACITY. HEAT CONTROL: HEAT WILL ONLY BE ALLOWED WHEN THE PRIMARY AIR TEMPERATURE IS 5°F BELOW THE CONFIGURED HEAT ENABLE SETPOINT, (70°F ADJUSTABLE). THE HEAT WILL BE ENABLED WHEN THE SPACE TEMPERATURE DROPS BELOW THE ACTIVE COOLING SETPOINT AND THE AIRFLOW IS IN THE MINIMUM COOLING AIRFLOW SETPOINT. DURING HEAT THE VAV WILL OPERATE AT ITS MINIMUM HEATING AIRFLOW SETPOINT AND ENERGIZE THE HEAT AS FOLLOWS: THE FAN SHALL ENGAGE AND MIX RETURN AIR FROM THE PLENUM SPACE WITH THE MINIMUM FLOW OF THE PRIMARY AIR. THE TERMINAL UNIT SHALL MONITOR SPACE CONDITIONS AND UPON A NEED FOR ADDITIONAL HEAT, THE ELECTRIC HEAT OF THE UNIT SHALL BE ENGAGED. PULSE WIDTH MODULATED REHEAT (PWM): IF THE SPACE TEMPERATURE IS AT THE HEATING SETPOINT, AND THE FAN IS IN OPERATION, ENERGIZE FIRST STAGE OF HEAT. THE SECOND STAGE OF HEATING WILL BE ENERGIZED BASED ON TIME AND TEMPERATURE DEVIATION FROM SETPOINT. DUTY CYCLE THESE STAGES ON A THREE-MINUTE WINDOW. STAGE 1 WILL MODULATE FROM 0-50% DEVIATION AND BE ON CONTINUOUSLY ABOVE 50%. STAGE 2 WILL MODULATE FROM 50-100% DEVIATION. UPON SPACE CONDITIONS FALLING WITHIN REQUIREMENTS, THE REVERSE SHALL OCCUR TO RETURN UNIT BACK TO CONTROLLING TEMPERATURE BY MODULATION OF PRIMARY AIR. SPACE SENSOR FAILURE: ZONE SENSOR FAILURE WILL CAUSE THE VAV TO DRIVE THE DAMPER TO MINIMUM AIR FLOW IF THE VAV IS IN THE OCCUPIED MODE, OR DRIVE IT CLOSED IF THE VAV IS IN THE UNOCCUPIED MODE. N.O.DM-2 RELIEF AIR HEAT PUMP COOLING/ HEATING COIL SUPPLY AIR RETURN AIR FILTER TS-3 TS-1 TS-2 DPS-1 VFD AIR FLOW MEASURING STATION MANUAL RESET LOW PRESSURE SWITCH AI AI AO AI DO DI AI AI AI AO AI VFD AI AOAI DO DI MSTARTER DO - ENTHALPY WHEEL START/STOP DI - WEEL STATUS OUTSIDE AIR M DX AO COOLING AO HEATING FILTER DPS-1 AI AUX. ELECTRIC HEAT DO HOT GAS REHEAT AO NC AO NO NC NO AOM M AOM HS-1 TS-1 SPACE HUMIDITY SENSOR LOC. ADJ. TO TEMP SENSOR SPACE TEMPERATURE SENSOR W/ DATA-PORT FOR PORTABLE LAPTOP CONNECTION, AND OVERRIDE BUTTON. AI AI OATS-1 AI AMBIENT OUTDOOR TEMPERANTURE AND HUMIDITY SENSOR AO M EXHAUST FAN SUPPLY FAN SEQUENCE OF OPERATIONS: RUN CONDITIONS - SCHEDULED: THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE IN THE FOLLOWING MODES - 1. OCCUPIED MODE SHALL MAINTAIN - • A 75°F (ADJ.) COOLING SETPOINT • A 70°F (ADJ.) HEATING SETPOINT 2. UNOCCUPIED MODE (NIGHT SETBACK) SHALL MAINTAIN - • A 85°F (ADJ.) COOLING SETPOINT • A 55°F (ADJ.) HEATING SETPOINT ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS GREATER THAN THE COOLING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.) • LOW ZONE TEMP: IF THE ZONE TEMPERATURE IS LESS THAN THE HEATING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.) ZONE UNOCCUPIED OVERRIDE: A TIMED LOCAL OVERRIDE CONTROL SHALL ALLOW AN OCCUPANT TO OVERRIDE THE SCHEDULE AND PLACE THE UNIT INTO AN OCCUPIED MODE FOR AN ADJUSTABLE PERIOD OF TIME. AT THE EXPIRATION OF THIS TIME, CONTROL OF THE UNIT SHALL AUTOMATICALLY RETURN TO THE SCHEDULE. FREEZE PROTECTION: THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A FREEZESTAT STATUS. FAN SHALL TURN OFF, OUTSIDE AIR DAMPER SHALL CLOSE AND RETURN AIR DAMPER SHALL OPEN. SYSTEM SHALL RE-SET THROUGH FREEZE STAT. RETURN AIR SMOKE DETECTION: THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A RETURN AIR SMOKE DETECTOR STATUS. SUPPLY FAN: THE SUPPLY FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. TO PREVENT SHORT CYCLING, THE SUPPLY FAN SHALL HAVE A USER DEFINABLE (ADJ.) MINIMUM RUNTIME. ALARMS SHALL BE PROVIDED AS FOLLOWS: • SUPPLY FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF. • SUPPLY FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON. • SUPPLY FAN RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT (ADJ.). ZONE TEMPERATURE CONTROLS: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND SHALL MODULATE THE SUPPLY FAN VFD SPEED TO MAINTAIN ZONETEMPERATURE SETPOINT. THE FAN SPEED SHALL INCREASE AS THE ZONE TEMPERATURE RISES ABOVE COOLING SETPOINT, OR AS THE ZONE TEMPERATURE DROPS BELOW HEATING SETPOINT. THE SUPPLY FAN VFD SPEED SHALL NOT DROP BELOW 30% (ADJ.). OUTSIDE AIR DAMPER AND RETURN AIR DAMPERS SHALL MODULATE TO MAINTAIN VENTILATION RATE. COOLING MODE: THE CONTROLLER SHALL MEASURE THE SUPPLY DISCHARGE TEMPERATURE AND MODULATE THE REFRIGERANT COMPRESSOR SPEED TO MODULATE THE LEAVING AIR TEMPERATURE: 55°F (ADJ.). THE COOLING SHALL BE ENABLED WHENEVER: • OUTSIDE AIR TEMPERATURE IS GREATER THAN 50°F (ADJ.) • AND THE ZONE TEMPERATURE IS ABOVE THE COOLING SETPOINT. • AND THE SUPPLY FAN STATUS IS ON. AND THE HEATING IS NOT ACTIVE. HEATING MODE: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE MODULATE THE HEAT PUMP HEATING COIL TO MAINTAIN THE HEATING SETPOINT. HEATING SHALL BE ENABLED WHENEVER: • THE OUTSIDE AIR IS LESS THAN 65°F (ADJ.). • AND THE ZONE TEMPERATURE IS BELOW THE HEATING POINT. • AND THE SUPPLY FAN IS ON. • AND THE COOLING IS NOT ACTIVE. AUXILIARY ELECTRIC HEAT SHALL ACTIVATE WHEN: • THE OUTSIDE AIR IS LESS THAN 65°F (ADJ.). • AND THE ZONE TMPERATURE IS BELOW THE HEATING POINT. • AND THE SUPPLY FAN IS ON. • AND THE HEAT PUMP IS NOT ACTIVE. MINIMUM OUTSIDE AIR VENTILATION: THE OUTSIDE AIR DAMPERS SHALL MAINTAIN A MINIMUM VOLUME AS SCHEDULED DURING BUILDING OCCUPIED HOURS AND BE CLOSED DURING UNOCCUPIED HOURS. OUTSIDE AIR DAMPERS SHALL CLOSE WHEN THE UNIT IS OFF. MIXED AIR TEMPERATURE: THE CONTROLLER SHALL MONITER THE MIXED AIR TEMPERATURE. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH MIXED AIR TEMP: IF THE MIXED AIR TEMP IS ABOVE 90°F (ADJ.). • LOW MIXED AIR TEMP: IF THE MIXED AIR TEMPERATURE IS LESS THAN 45°F (ADJ.). RETURN AIR TEMPERATURE: THE CONTROLLER SHALL MONITOR THE RETURN AIR TEMPERATURE. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH RETURN AIR TEMP: IF THE RETURN AIR TEMPERATURE IS GREATER THAN 90°F (ADJ.). • LOW RETURN AIR TEMP: IF THE RETURN AIR TEMPERATURE IS LESS THAN 45°F (ADJ.). RETURN AIR HUMIDITY: THE CONTROLLER SHALL MONITER THE RETURN AIR HUMIDITY. • HIGH RETURN AIR HUMIDITY: IF THE RETURN AIR HUMIDITY IS GREATER THAN 70% (ADJ.). • LOW RETURN AIR HUMIDITY: IF THE RETURN AIR HUMIDITY IS LESS THAN 35% (ADJ.). SUPPLY AIR TEMPERATURE: THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE. ALARMS SHALL BE PROVIDED AS FOLLOWS: • HIGH SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS GREATER THAN 120°F (ADJ.). • LOW SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS LESS THAN 45°F (ADJ.). BIPOLAR IONIZATION SEQUENCE: BI-POLAR IONIZATION FILTRS LOCATED IN THE PRE FILTER SECTION OF THE UNIT WILL OPERATE WHEN THE SUPPLY FAN IS IN OPERATION. OUTSIDE AIR SHALL BE MONITORED BY AN AIR FLOW MONITOR MOUNTED IN THE OUTSIDE AIR DUCTWORK. TWO PARRELLEL OUTSIDE AIR DUCTS, AIR FLOW MONITORS, AND OUTSIDE AIR CONTROL DAMPER SHALL OPERATE TOGETHER TO PROVIDE MININUM AIRFLOW TO THE UNIT. DURING OCCUPIED MODE, THE MINIMUM OUTSIDE AIR DAMPER SHALL OPEN AND MODULATE TO PROVIDE THE MININUM OUTSIDE AIR PER THE SCHEDULE. ECONOMIZER OUTSIDE AIR DUCT DAMPER WILL BE CLOSED. OUTSIDE AIR MINIMUM AIRFLOW QUANTITY WILL BE OVERIDEN WHEN THE CARBON DIOXIDE SEQUENCE IS ACTIVATED DUE TO HIGH CO2. DURING UNOCCUPIED MODE, THE OUTSIDE AIR DAMPER SHALL BE CLOSED AND THE ECOMOIZER OUTSIDE AIR DAMPER WILL BE CLOSED. ECONOMIZER OPERATION SEQUENCE WHEN THE OUTSIDE AIR TEMPERATURE AND ENTHALPHY IS WITHIN PROGRAMMED REQUIREMENTS, THE UNIT SHALL INITIATE OPERATION IN ECONOMIZER MODE. THE ECONOMIZER OUTSIDE AIR DAMPER SHALL OPEN AND MODULATE BASED ON MIXED AIR TEMPERATURE AND ENTHALPY IN CONJUNCTION WITH RETURN AIR DAMPERS AND EXHAUST DAMPERS TO PROVIDE SUPPLY AIR MEETING REQUIRED SET POINTS. WHEN THE OUTSIDE AIR TEMPERATURE AND ENTHALPY ARE OUTSIDE PROGRAMMED REQUIREMENTS, THE UNIT SHALL DISCONTINUE OPERATION IN ENCOMIIZER MODE. ECONOMIZER OUTSIDE AIR DAMPER SHALL CLOSE AND MINIMUM OUTSIDE AIR DAMPER SHALL OPEN AND MAINTAIN REQUIRED MININUM OUTSIDE AIRFLOWS. ENERGY RECOVERY WHEEL OPERATION ENERGY WHEEL IS EQUIPPED WITH BYPASS DAMPERS ON THE SUPPLY AND EXHAUST SIDE WITH END SWITCH TO INDICATE FULL OPEN, A VARIABLE FREQUENCY DRIVE TO CONTROLL ROTATION SPEED, AND A ROTATION DECTECTION MODULE. ALL VALUES WILL BE DISPLAYED AS 0% TO 100% WHERE O% IS 0% OPEN / MINIMUM, AND 100% IS FULL OPEN / MAXIMUM. THE ENERGY WHEEL WILL BE ENABLED/ DISABLED WITH THE AIR HANDLING UNIT SUPPLY FAN. WHEN THE AIR HANDLING UNIT SUPPLY FAN HAS PROVEN “ON” AND THE ENERGY WHEEL VARIABLE FREQUENCY DRIVE IS NOT IN FAULT THE BAS WILL SEND A START COMMAND TO THE ENERGY WHEEL. THE PROGRAM WILL CALCULATE THE ENERGY WHEEL’S ENTHALPY, DEWPOINT, AND WETBULB TEMPERATURE FOR THE LEAVING SUPPLY SIDE AND THE ENTERING AND LEAVING EXHAUST SIDE. THESE VALUES WILL BE BASED ON THE RESPECTIVE TEMPERATURE AND HUMIDITY INPUT VALUES. THERE WILL BE FOUR OPERATIONAL MODES FOR THE ENERGY WHEEL: • FROST/CONDENSATE PREVENTION MODE • HEAT RECOVERY MODE • COOLING RECOVERY MODE • CRAWL MODE FROST/CONDENSATE PREVENTION MODE: WILL BE CONTROLED WITH A DIRECT ACTING PROPOTIONAL AND INTEGRAL LOOP WITH THE LOOP OUT PUT REPRESENTED IN 0% TO 100% UNITS CALCULATED WITH THE DEVIATION BETWEEN THE PROCESS SET POINT AND THE PROCESS VARIABLE. THE PROCESS SET POINT WILL BE THE VALUE OF THE ENERGY WHEEL’S CALCULATED FROST DEWPOINT PLUS FIVE DEGREES F. THE PROCESS VARIABLE WILL BE REPRESENTED BY THE VALUE OF THE ENERGY WHEEL’S LEAVING EXHAUST TEMP. HEAT RECOVERY MODE: WILL BE ENABLED BY A DEAD BAND SWITCH BASED ON OUTDOOR AIR TEMPERATURE, “ON” AT 48 DEGREES F. AND “OFF” AT 52 DEGREES F. AND WILL BE CONTROLED WITH A REVERSE ACTING PROPOTIONAL AND INTEGRAL LOOP WITH THE LOOP OUT PUT REPRESENTED IN 0% TO 100% UNITS CALCULATED WITH THE DEVIATION BETWEEN THE PROCESS SET POINT AND THE PROCESS VARIABLE. THE PROCESS SET POINT IS THE VALUE OF THE AIR HANDLING UNIT’S DISCHARGE AIR TEMPERATURE SET POINT. THE PROCESS VARIABLE WILL BE REPRESENTED BY THE VALUE OF THE ENERGY WHEEL’S LEAVING SUPPLY TEMPERATURE. THE COMMAND FOR THE ENERGY WHEEL’S VARIABLE FREQUENCY DRIVE WILL BE THE MINIMUM VALUE OF THE ENERGY WHEEL ACCELL RAMP, COOLING RECOVERY MODE: WILL BE ENABLED BY A DEAD BAND SWITCH BASED ON OUTDOOR AIR TEMPERATURE MINUS THE AIR HANDLING UNIT’S RETURN AIR TEMPERATURE, “ON” AT 5 DEGREES F. DEVIATION AND “OFF” AT 2 DEGREES F. DEVIATION, AND WILL BE CONTROLED WITH A DIRECT ACTING PROPOTIONAL AND INTEGRAL LOOP WITH THE LOOP OUT PUT REPRESENTED IN 0% TO 100% UNITS CALCULATED WITH THE DEVIATION BETWEEN THE PROCESS SET POINT AND THE PROCESS VARIABLE. THE PROCESS SET POINT IS THE VALUE OF THE AIR HANDLING UNIT’S DISCHARGE AIR TEMPERATURE SET POINT. THE PROCESS VARIABLE WILL BE REPRESENTED BY THE VALUE OF THE ENERGY WHEEL’S LEAVING SUPPLY TEMPERATURE. THE COMMAND FOR THE ENERGY WHEEL’S VARIABLE FREQUENCY DRIVE WILL BE THE MINIMUM VALUE OF THE ENERGY WHEEL ACCELL RAMP, FROST/CONDENSATE PREVENTION LOOP OUTPUT, AND THE COOLING RECOVERY LOOP OUTPUT, AND SHALL MODULATE TO MAINTAIN SETPOINT. CRAWL MODE: THIS MODE WILL BE ENABLED WHEN BOTH THE HEAT RECOVERY ENABLE AND THE COOLING RECOVERY ENABLE ARE “OFF”. WHEN THE CRAWL MODE IS ENABLED THE BYPASS DAMPERS WILL RAMP TO 100% BYPASS, AND THE ENERGY WHEEL’S VARIBLE FREQUENCY DRIVE WILL BE COMMANDED TO MINIMUM. WHEN THE HEAT RECOVERY ENABLE OR THE COOLING RECOVERY ENABLE ARE “ON” THE CRAWL MODE ENABLE WILL BE “OFF” AND THE BYPASS DAMPERS WILL RAMP TO 0% BYPASS, AND THE ENERGY WHEEL’S VARIBLE FREQUENCY DRIVE WILL MODULATE TO MAINTAIN DISCHARGE AIR TEMPERATURE SET POINT. ALARMS: THE BAS WILL GENERATE ALL ALARMS AT THE HEAD END. THE FOLLOWING WILL STOP THE ENERGY WHEEL AND OPEN THE BYPASS DAMPERS TO FULL BYPASS. • ENERGY WHEEL’S VARIBLE FREQUENCY DRIVE FAULT • ENERGY WHEEL FAILS TO PROVE STATUS • RATATION DETECTION CONTROL MODULE GENERAL ALARM SYSTEM SHUT DOWN: THE BAS WILL STOP THE ENERGY WHEEL AND OPEN THE BYPASS DAMPERS TO FULL BYPASS, SET ZERO IN ALL RAMPS AND CONTROLL OUTPUTS, AND DISABLE THE RATATION DETECTION CONTROL MODULE. SINGLE ZONE VAV AHU NO SCALE 1 CO2-1 AI 24 AC INTERLOCKED W/ AHU PROVIDE DUCT ACCESS PANEL IN DUCT FOR ACCESS TO FIRE SMOKE DAMPER AND DUCT MOUNTED SMOKE DETECTOR TYPICAL ALL LOCATIONS M NC DUCT MOUNTED FIRE SMOKE DAMPER DUCT MOUNTED SMOKE DETECTOR NOTES: 1. REFER TO PLANS FOR ALL LOCATIONS OF SMOKE DETECTORS AND FIRE SMOKE DAMPERS. PROVIDE ACCESS PANELS FOR ACCESS TO BOTH FIRE SMOKE DAMPERS AND DUCT MOUNTED SMOKE DETECTORS. REFER TO FIRE/SMOKE DAMPER CONTROL SEQUENCE AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. PROVIDE END SWITCH FOR FIRE/SMOKE DAMPER AND ALL ASSOCIATED WIRING TO TIE INTO BAS SYSTEM. PROVIDE SP-100 SWITCH TO OPERATE WITH EFL RUSKIN ACCESSORIES. 24 VOLT CONTROL VOLTAGE FROM TRANSFORMER IN STARTER H 1 2 3 4 5 6 7 8 9 10 11 12 13 14 HUMIDITY SENSOR LOCATED IN RETURN DUCT MAIN, UPSTREAM OF AHU. SET AT 35% RELATIVE HUMIDITY THE HUMIDIFIER SHALL OPERATE TO MAINTAIN THE RELATIVE HUMIDITY IN THE SPACE ACCORDING TO THE SETPOINT OF THE ROOM HUMIDISTAT. PROVIDE A HIGH LIMIT HUMIDITY SENSOR IN THE DUCTWORK TO DIS-ENGAE HUMIDIFIER DUE TO HIGH HUMIDITY LEVELS IN THE DUCTWORK. TO HUMIDIFIER AIR FLOW SAIL SWITCH LINE DUTY CONTACT FROM HIGH LIMIT HUMIDISTAT SET AT 90% RELATIVE HUMIDITY. 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:10:58 PMM07-01 MECHANICAL CONTROLS 09/18/2018 17008.0000 09.18.2018 M07-01MECHANICAL CONTROLS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale PARALLEL FAN POWERED VAV UNIT CONTROLS 2 No Scale FIRE SMOKE DAMPER AND SMOKE DETECTOR 3 No Scale DUCT MOUNTED HUMIDIFER CONTROL SCHEMATIC 4 REVISIONS CO2-1 TS-2 N.C. N.O.DM-2 DM-1 DM-3 N.C.RELIEF AIR HEAT PUMP COOLING/ HEATING COIL SUPPLY AIR RETURN AIR FILTER TS-4 TS-1 TS-3DPS-1 VFD DPT-1AIR FLOW MEASURING STATION STATIC PRESSURE SENSOR - LOC. 2/3 DOWNSTREAM MANUAL RESET HIGH PRESSURE SWITCH MANUAL RESET LOW PRESSURE SWITCH AI AI AI AO AI DO DI AIAIAIAI AO AO AI DO AI DX AO COOLING AO HEATING AUX. ELECTRIC HEAT DO SEQUENCE OF OPERATIONS: EACH COMMERCIAL AIR HANDLING UNIT SHALL HAVE A MICROPROCESSOR-BASED CONTROLLER WHICH SHALL MONITOR AND CONTROL THE UNIT IN A STAND ALONE MODE OR AS DIRECTED BY THE BUILDING AUTOMATION SYSTEM. THE CONTROL PANEL SHALL HAVE A HUMAN INTERFACE PANEL WITH A LCD DISPLAY AND KEYPAD FOR MONITORING, SETTING, EDITING AND CONTROLLING. 1. UNOCCUPIED MODE - WHEN THE BAS INITIATES THE UNOCCUPIED MODE, THE ROOFTOP SHALL ASSUME THE UNOCCUPIED HEATING AND COOLING SETPOINTS. IF THE UNOCCUPIED SETPOINTS ARE EXCEEDED, THE UNIT SHALL HEAT OR COOL UNTIL THE ZONE TEMPERATURE IS WITHIN THE UNOCCUPIED SETPOINTS. A. NIGHT SETBACK TEMPERATURE CONTROL - DURING UNOCCUPIED HOURS, THE ROOFTOP UNIT SHALL BE ONTROLLED BY THE BAS TO MAINTAIN USER-DEFINED UNOCCUPIED HEATING AND COOLING SETPOINTS. THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED FOR NIGHT SETBACK OPERATION (UNLESS ECONOMIZING FOR ZONE COOLING). THE FAN SHALL OPERATE IN THE AUTOMATIC CONTROL MODE. B. PURGE/NIGHT ECONOMIZER - THE PURGE MODE SHALL TURN ON THE FAN AND ENABLE THE ECONOMIZER DURING UNOCCUPIED HOURS TO COOL A ZONE USING COOL NIGHT OUTDOOR AIR. THROUGH THE BAS TIME OF DAY SCHEDULING, THE OPERATOR SHALL SPECIFY WHEN THE PURGE MODE OCCURS. DURING THE PURGE MODE, THE ECONOMIZER SHALL BE ENABLED WHILE MECHANICAL OUTDOOR COOLING AND HEATING ARE DISABLED. THE SYSTEM SHALL BE ENGAGED THRU THE BAS SYSTEM DURING OCCUPIED TIMES WITH AN OVERIDE AT THE BAS FOR PURGING THE AIR WITHIN THE BUILDING. 2. TRANSITION FROM UNOCCUPIED TO OCCUPIED - WHEN THE UNIT TRANSITIONS FROM THE UNOCCUPIED OPERATION TO OCCUPIED OPERATION, START-UP OR MORNING WARM-UP MODE SHALL BE ACTIVATED. A. STARTUP MODE - THE ROOFTOP UNIT CAN BE CONTROLLED TO THE STARTUP MODE BY THE BAS FOR OPTIMAL START PURPOSES. DURING THE STARTUP MODE, HEATING AND COOLING ARE ENABLED FOR THE ROOFTOP AND VARIABLE AIR VOLUME UNITS. THE TRANSITION FROM THE UNOCCUPIED TO THE STARTUP MODE MAY INITIATE THE MORNING WARM-UP MODE, IF THE SPACE TEMPERATURE IS BELOW THE MORNING WARM-UP SETPOINT. THE OUTDOOR AIR DAMPER SHALL REMAIN CLOSED, UNLESS ECONOMIZING, UNTIL THE ZONE'S SCHEDULED OCCUPIED TIME. B. MORNING WARM-UP - WHEN THE ROOFTOP SHALL CHANGE FROM THE UNOCCUPIED TO THE OCCUPIED MODE, THE UNIT MAY ENTER THE MORNING WARM-UP MODE. THE MORNING WARM-UP MODE SHALL BE INITIATED IF THE MORNING WARM-UP SENSOR VALUE IS LESS THAN THE MORNING WARM-UP SETPOINT. THE ECONOMIZER SHALL BE KEPT CLOSED AND THE SELECTED ZONE IS HEATED. THE SELECTED ZONE TO BE HEATED IS BASED UPON POLLING OF THE BAS SYSTEM OF ALL ZONES. THE BAS SHALL SEND THE ROOFTOP UNIT A MORNING WARM-UP TEMPERATURE AND SETPOINT. THE MORNING WARM-UP SETPOINT SHALL BE BASED ON ONE SPECIFIC ZONE DESIGNATED BY THE OPERATOR OR BASED ON AN AVERAGE ZONE TEMPERATURE DEVELOPE BY POLLING OF ALL TERMINAL UNITS. 3. OCCUPIED MODE - THE UNIT SHALL MAINTAIN ALL OCCUPIED SET POINTS IN TEMPERATURE, PRESSUE, AND DUCT STATIC REQUIREMENTS. THE UNIT SHALL DEFAULT TO THIS MODE IN THE EVENT THAT COMMUNICATIONS WITH THE BAS ARE LOST. 4. ECONOMIZER CONTROL - THE BAS SHALL ENGAGE THE ECONOMIZER CONTROLLER OF THE UNIT TO PROVIDE FREE COOLING WHEN OUTSIDE AIR CONDITIONS MEET TEMPERATURE AND ENTHALPY SET POINTS. IF POOR OUTDOOR AIR CONDITIONS EXIST, THE BAS SHALL LOCKOUT ALL ECONOMIZERS. ON VAV UNIT, AS THE SUPPLY FAN MODULATES DOWN, THE MINIMUM ECONOMIZER POSITION SHALL ALSO BE RESET TO COMPENSATE FOR THE REDUCTION IN TOTAL AIRFLOW TO MAINTAIN MININUIM OUTSIDE AIR FLOWS. 5. SUPPLY AIR TEMPERATURE CONTROL WITH RESET - THE UNIT SHALL MODULATE THE CONDENSING UNIT COMPRESSORS TO CONTROL THE SUPPLY AIR TEMPERATURE BASED ON DEMAND. THE SUPPLY AIR SETPOINT SHALL BE 55 DEGF (ADJ) AND SHALL BE RESET UPWARDS TO MAINTAIN PROPER TEMPERATURE IN COMMON SPACES CALCULATED FROM POLLING OF TERMINAL UNITS. RESET ACTIVATES WHEN 80% OF TERMINAL UNITS ARE OPERATING AT MINIMUM FLOW. WHEN RETURN AIR HUMIDITY EXCEEDS 50% RELATIVE (ADJ), THE UNIT SHALL ENGAGE ADDITIONAL COOLING STAGES AS NECESSARY TO MAINTAIN SET POINT. 6. VARIABLE AIR VOLUME - THE SUPPLY FAN VFD SHALL MODULATE THE AIRFLOW TO MAINTAIN THE STATIC PRESSURE AT THE DUCT STATIC PRESSURE SENSOR MOUNTED IN THE DUCT TRUNK 2/3 OF THE WAY DOWN THE LENGTH OF THE DUCT. 7. TIMED OVERRIDE - WHEN A TIMED OVERRIDE IS INITIATED BY THE USER, THE UNIT SHALL RETURN TO ITS NORMAL OCCUPIED MODE FOR A PERIOD OF TIME AS SPECIFIED AT THE BAS. WHEN THE TIMED OVERRIDE PERIOD HAS ENDED, THE UNIT SHALL AUTOMATICALLY RETURN TO ITS UNOCCUPIED CYCLE. THE BAS SHALL MONITOR AND STORE THE OVERRIDE TIME FOR EACH TIMED OVERRIDE INPUT FOR DOCUMENTATION OF AFTER-HOURS OPERATION. THE BAS SHALL ALSO RECOGNIZE A TIMED OVERRIDE FUNCTION IF PROVIDED. 8. COAST DOWN MODE - BEFORE THE UNIT IS CONTROLLED TO THE UNOCCUPIED MODE; THE BAS SHALL INITIATE THE COAST DOWN OR OPTIMAL STOP MODE. DURING THE OPTIMAL STOP MODE, THE SUPPLY FAN SHALL REMAIN ON, THE OUTDOOR AIR DAMPER SHALL REMAIN OPEN FOR VENTILATION, AND THE MECHANICAL COOLING AND HEATING SHALL BE DISABLED. THE UNIT SHALL REMAIN IN THE COAST DOWN MODE UNTIL THE SCHEDULED UNOCCUPIED TIME. THE BAS SHALL TURN EQUIPMENT OFF AS EARLY AS POSSIBLE BEFORE THE UNOCCUPIED TIME TO REDUCE ENERGY CONSUMPTION, WHILE STILL MAINTAINING COMFORT IN THE ZONE. 9. SHUTDOWN - THE BAS PRIORITY CONTROL PROGRAM SHALL BE ABLE TO PUT THE ZONE IN EITHER THE SHUTDOWN OR OCCUPIED MODE. ALL UNITS WHICH ARE MEMBERS OF THAT ZONE SHALL BE IMMEDIATELY PUT IN THE SHUTDOWN OR OCCUPIED MODE. IN THE SHUTDOWN MODE, THE UNIT SHALL TURN OFF AS RAPIDLY AS POSSIBLE WITH ALL COOLING AND HEATING DISABLED, AND THE OUTDOOR AIR DAMPER SHALL BE CLOSED. 10. THE FOLLOWING FAN SAFETIES AND INTERLOCKS SHALL BE PROVIDED AT EACH AHU AND SHALL OPERATE AUTOMATICALLY WHETHER THE VFD IS IN VARIABLE SPEED MODE OR IN BYPASS MODE AS SELECTED AT THE BYPASS CONTACTOR CONTROL PANEL: A. THE AHU SHALL BE STOPPED AND ALL FIRE/SMOKE DAMPERS CLOSED WHENEVER ITS RESPECTIVE FIRE ALARM ZONE RELAY OR DUCT SMOKE DETECTOR IS ACTIVATED. THE AHU SHALL BE STOPPED AND ALL FIRE/SMOKE DAMPERS CLOSED WHENEVER ITS RESPECTIVE FIRE ALARM ZONE RELAY OR DUCT SMOKE DETECTOR IS ACTIVATED. B. A MANUAL RESET HIGH LIMIT STATIC PRESSURE SWITCH IN THE SUPPLY DUCT SHALL REDUCE THE AHU FAN SPEED IF THE STATIC PRESSURE EXCEEDS THE STATIC PRESSURE RATING OF THE DUCT. C. A MANUAL RESET FREEZESTAT SHALL STOP THE FAN IF THE COIL DISCHARGE AIR TEMPERATURE FALLS TO 35 DEGREES AT ANY ONE FOOT SECTION OF THE COOLING COIL. BI-POLAR IONIZATION SEQUENCE BI-POLAR IONIZATION FILTERS LOCATED IN THE PRE FILTER SECTION OF THE UNIT WILL OPERATE WHEN THE SUPPLY FAN IS IN OPERATION. OUTSIDE AIR SHALL BE MONITORED BY AN AIR FLOW MONITOR MOUNTED IN THE OUTSIDE AIR DUCTWORK. TWO PARRELLEL OUTSIDE AIR DUCTS, AIR FLOW MONITORS, AND OUTSIDE AIR CONTROL DAMPER SHALL OPERATE TOGETHER TO PROVIDE MININUM AIRFLOW TO THE UNIT. DURING OCCUPIED MODE, THE MINIMUM OUTSIDE AIR DAMPER SHALL OPEN AND MODULATE TO PROVIDE THE MININUM OUTSIDE AIR PER THE SCHEDULE. ECONOMIZER OUTSIDE AIR DUCT DAMPER WILL BE CLOSED. OUTSIDE AIR MINIMUM AIRFLOW QUANTITY WILL BE OVERIDEN WHEN THE CARBON DIOXIDE SEQUENCE IS ACTIVATED DUE TO HIGH CO2. DURING UNOCCUPIED MODE, THE OUTSIDE AIR DAMPER SHALL BE CLOSED AND THE ECOMOIZER OUTSIDE AIR DAMPER WILL BE CLOSED. ECONOMIZER OPERATION SEQUENCE WHEN THE OUTSIDE AIR TEMPERATURE AND ENTHALPHY IS WITHIN PROGRAMMED REQUIREMENTS, THE UNIT SHALL INITIATE OPERATION IN ECONOMIZER MODE. THE ECONOMIZER OUTSIDE AIR DAMPER SHALL OPEN AND MODULATE BASED ON MIXED AIR TEMPERATURE AND ENTHALPY IN CONJUNCTION WITH RETURN AIR DAMPERS AND EXHAUST DAMPERS TO PROVIDE SUPPLY AIR MEETING REQUIRED SET POINTS. WHEN THE OUTSIDE AIR TEMPERATURE AND ENTHALPY ARE OUTSIDE PROGRAMMED REQUIREMENTS, THE UNIT SHALL DISCONTINUE OPERATION IN ENCOMIIZER MODE. ECONOMIZER OUTSIDE AIR DAMPER SHALL CLOSE AND MINIMUM OUTSIDE AIR DAMPER SHALL OPEN AND MAINTAIN REQUIRED MININUM OUTSIDE AIRFLOWS. 1. N.C. DM-1 THERMAL DISPERSION AIRFLOW AND TEMPERATURE MEASUREMENT DEVICE, EBTRON ADVANTAGE OR EQUIVALENT. AI AO DM-1 AO N.C. AI SHEET METAL DIVIDER IN DUCT 8" 24" 32"32" PRIMARY OUTSIDE AIR ECONOMIZER OUTSIDE AIR THERMAL DISPERSION AIRFLOW AND TEMPERATURE MEASUREMENT DEVICE, EBTRON ADVANTAGE OR EQUIVALENT. MOTORIZED CONTROL DAMPER. MODULATE PRIMARY OUTSIDE AIR PER CONTROL SEQUENCE. MOTORIZED CONTROL DAMPER FOR ECONOMIZER CONTROL. NOMRALLY CLOSED. OUTSIDE AIR 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:11:07 PMM07-02 MECHANICAL CONTROLS 09/18/2018 17008.0000 09.18.2018 M07-02MECHANICAL CONTROLS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale 1MULTI-ZONE VAV AHU No Scale OUTSIDE AIR CONTROL STATION 2 HALL M.P. B.B. REVISIONS TYPICAL CEILING SUPPLY GRILLE 4" MINIMUM BELL MOUTH TAKE-OFF (TYPICAL) 12 GA. WIRE HANGER (SUPPORT LINER OF FLEX DUCT. WRAP FOIL 1/2" STEEL CLAMP OVER INNER MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE) PRE-INSULATED FLEX DUCT MAINTAIN INTEGRITY OF INSULATION TAPE OVER OUTER JACKET TO NOT TO EXCEED 5' LOW PRESSURE RETURN AIR DUCT WITH EXTERNAL DUCT INSULATION (SEE SPECS) SPIN-IN COLLAR WITH QUADRANT DAMPER AND 1" STAND-OFF BRACKET QUADRANT DAMPER WITH OPTIONAL STAND-OFF BRACKET. LOCATE QUADRANT DAMPER HANDLE TO BE ACCESSIBLE NOTE: PROVIDE LAY-IN BORDER AT HARD CEILINGS FLEX CONNECTION TO DIFFUSER FIELD APPLICATION OF R-6 INSULATION IS NOT REQUIRED IF INSULATION IS PRE-APPLIED FROM DIFFUSER MANUFACTURER TAP, TYPICAL 45 DEGREE BOOT DAMPER, TYPICAL MANUAL BALANCING RADIUS ELBOWS MAY BE USED IN LIEU OF SQUARE ELBOWS SUPPORT FROM STRUCTURE ABOVE STRUCTURE ABOVE SUPPORT FROM SPACING. RIGID DUCT10'-0" MAXIMUM SUPPORT STRAP 1" WIDE 18 GA.2" WIDE SUPPORT STRAP 3'-0" MAXIMUM SPACING FLEXIBLE DUCT CONSTRUCTION STANDARDS. SECTION IV SMACNA HVAC DUCT SHALL COMPLY WITH REQUIREMENTS OF NESS) AND MAXIMUM HANGER SPACING NOTE: STRAP HANGER SIZE (WIDTH x THICK-60" MAX HANGER STRAPS SUPPORT FROM STRUCTURE ABOVE (TYP) SCREWS SCREWS MAY BE OMITTED IF HANGER LOOPS 1"MIN STRAP HANGER - ROUND DUCT FIELD FABRICATED SHEET METAL PLENUM SHEET METAL PLENUM ACCESS DOOR IN CLIP ANGLE (ALL AROUND) BIRDSCREEN FRAME ALUMINUM SEAL ALL SEAMS AND JOINTS WITH MASTIK 15° MIN. DUCT BIRDSCREEN WALLSECURE LOUVER TO STRUCTURE PER INSTALLATION NOTE: ALL ACCESS DOORS TO BE 12x12 MINIMUM. LOUVERS LARGER THAN 36 INCHES WIDE REQUIRE TWO ACCESS DOORS. MANUFACTURER'S INSTRUCTIONS CAULK RAIN SILL CAULK ALL AROUND WEATHER LOUVER SLOPE TO DRAIN COOLING COIL UNION DRAIN PAN CASING SLEEVE THREADED CAP, HAND TIGHTENED THREADED CAP WITH 1/4" DIA. HOLE DRILLED IN TOP, HAND TIGHTENED. CONDENSATE DRAIN PIPING DIMENSIONS: A = FULL SIZE OF UNIT DRAIN CONNECTION B > 1-1/2" TIMES FAN SUCTION STATIC PRESSURE C > FAN DISCHARGE STATIC PRESSURE PLUS 1/2" INCH COORDINATE MOUNTING/CURB HEIGHT AS REQUIRED TO PROVIDE PROPER CONDENSATE DRAINAGE.CBA NOTE: FOR USE IN NON-ACCESSIBLE CEILINGS: I.E. OPERATING ROOM DAMPER INSTALLED UP TO 30' FROM CONTROL BOTTOM TO BE PLACED AT CEILING LEVEL WITH PLATED COVER ON CEILING SOCKET WRENCH USED TO ENLARGE OPERATOR SHAFT FOR DAMPER ADJUSTMENT WITHOUT JOINTS. LINES IN PVC PIPE SHALL BE SOFT COPPER, SEAMLESS IN SCHEDULE 40 PVC PIPE CONDUIT. REFRIGERANT LIQUID AND SUCTION LINES UNDER GRADE ENCASED 6" ABOVE GRADE SEAL WATER-TIGHT INSULATION (SUCTION LINE ONLY) TO AHU COOLING COIL 6" ABOVE FINISHED FLOOR, ROOF MAXIMUM 2 PIPES PER CONDUIT, TYP. CONDENSING UNIT ON CONCRETE PAD LIQUID AND SUCTION LINES UP FROM BELOW GRADE OR GROUND NOTES: 1.FACTORY INSTALLED LIFTING LUG ON SUPPORT FRAME MAY BE USED IN LIEU OF EYEBOLT. 2.WHERE CONDENSING UNIT FRAME NOT CONSTRUCTED TO ACCEPT EYEBOLT, LOOP CABLE OVER THE TOP OF THE UNIT AND THREAD THRU DISCHARGE GRILLE. 3.PROVIDE MINIMUM OF FOUR ANCHOR ASSEMBLIES PER CONDENSING UNIT. LOCATE ON EACH CORNER AND AS PER UNIT MANUFACTURERS RECOMMENDATIONS. MINIMUM 6" CONCRETE HOUSEKEEPING PAD 1" EYEBOLT, TYPICAL 316 SS WITH MATCHING LOCK NUTS VINYL JACKETED, 1/4" GALVANIZED STEEL CABLE LEAVE 2" SLACK MINIMUM 2000 PSI CLAMPING DEVICE, 316 SS. INSERT WEDGE TYPE SS ANCHOR FOR USE IN CONCRETE WITH PULL-OUT, TENSION, AND SHEAR CAPACITYOF 1,000 LBS. CONDENSING UNIT INTEGRAL SUPPORT FRAME OIL AND WATER RESISTANT NEOPRENE PAD MINIMUM 1/2" THICK LIGHT SPIN-IN FITTING W/VOLUME CONTROL DAMPER (INSUL. PER SPEC.) EXTENDED OPERATOR ON BALANCE DAMPER DRAW BAND FLEXIBLE DUCT MAX. 8'-0" IN LENGTH FULLY EXTENDED. DRAW BAND DIFFUSER NECK (INSUL. PER SPEC.) DIFFUSER CONE (INSUL. PER SPEC.) CEILING TEE BLANK-OFF PLATES WHERE REQUIRED AIRFLOW SENSOR PLENUM AIR INTAKE W/ FILTER THREADED ROD HANGER W/ SPRING ISOLATORS.SECURE TO STRUCTURE. (TYP. OF 4) ELECTRIC HEATER AND CONTROL BOX. MAINTAIN NECESSARY CLEARANCE FOR SERVICE FAN CONTROL BOX. PROVIDE 18" CLEARANCE FOR SERVICE INLET COLLAR, ROUND OR OVAL. SEE SCHEDULE FOR SIZES STRAIGHT SECTION OF METAL INLET DUCT IN SIZEEQUAL TO INLET COLLAR. MIN. LENGTH SHALLBE 4 TIMES DUCT DIAMETER MEDIUM PRESSURE FLEXIBLE DUCT. EQUAL IN SIZETO INLET COLLAR MAX. LENGTH SHALL BE 12 INCHES SHEET METAL DUCTWORK W/ EXTERNAL INSULATION FLEXIBLE DUCT CONNECTOR PRESSURE INDEPENDENT CONTROLS PACKAGES NOTE: UNIT SUPPORTS SHALL BE MOUNTED TO ALLOW ACCESS TO FAN, MOTOR AND DAMPER FOR SERVICE. STAINLESS STEEL DRAW BANDS WALL TITUS CT LINEAR BAR GRILLE 6" DEEP x 48" LONG. WALL FEATURE. CUT OPENING FOR GRILLE. FIELD-FABRICATED SHEET METAL DISTRIBUTION PLENUM; 48"x30"x6"; INSULATED. MANUAL BALANCING DAMPER PROVIDE TYPICAL FLEX DUCT CONNECTION MAIN AIR DUCT STAINLESS STEEL DRAW BAND RELIEF AIR OUTSIDE AIR RETURN AIR SUPPLY AIR ALTERNATE SUPPLY AIR FOR AHU-5 ENERGY WHEEL SECTION 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:11:18 PMM08-01 MECHANICAL DETAILS 09/18/2018 17008.0000 09.18.2018 M08-01MECHANICAL DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale TYPICAL PRESSURE DUCTWORK 1No Scale TYPICAL DUCT SUPPORT 2No Scale TYPICAL SUPPLY DUCT CONNECTION 3No Scale TYPICAL WALL LOUVER W/T PLENUM 4 No Scale AHU CONDENSATE DRAIN TRAP 5No Scale CABLE CONTROL VOLUME DAMPER 6No Scale CONDENSING UNIT DIAGRAM 7No Scale DIFFUSER MOUNTING 8 No Scale FAN POWERED TERMINAL UNIT W/ ELECTRIC HEAT 9No Scale LOBBY SLOT PLENUM CONNECTION DETAIL 10No Scale AIR HANDLING UNIT CONNECTION DETAIL 11 HALL M.P. B.B. 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 DN UP NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. SYMBOL DESCRIPTION H H FS FS TS F RT R F DDC VFD A 2 ELECTRICAL SYMBOL LEGEND FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED FIRE ALARM TERMINAL CABINET FIRE ALARM CONTROL PANELFACP HEAT DETECTOR 135°F FIXED TEMPERATURE, UNLESS OTHERWISE NOTED, CEILING MOUNTED ELECTROMAGNETIC DOOR HOLD OPEN DEVICE SPRINKLER WATERFLOW SWITCH CONNECTION P SPRINKLER TAMPER SWITCH CONNECTION FIREMAN'S PHONE JACK STROBE, WALL MOUNTED, 75CD UNLESS OTHERWISE NOTED CD = CANDELA RATING COMBINATION SPEAKER/STROBE HORN/STROBE, CEILING MOUNTED, 75CD UNLESS OTHERWISE NOTED HORN ONLY, WALL MOUNTED DUCT SMOKE DETECTOR REMOTE TEST SWITCH WITH INDICATING LAMP, WALL MOUNTED AT 48" AFF, UNLESS OTHERWISE NOTED SUPERVISED ADDRESSABLE FIRE ALARM CONTROL RELAY S = SUPPLY R = RETURN DUCT SMOKE DETECTOR E = ELEVATOR WITH RECALL CONTACTS I = IONIZATION CEILING SMOKE DETECTOR, PHOTOELECTRIC TYPE UNLESS OTHERWISE NOTED MANUAL PULL STATION AUTOMATIC TRANSFER SWITCH TRANSFORMERT DIRECT DIGITAL CONTROL PANEL VARIABLE FREQUENCY DRIVE MOTOR CONNECTION EMERGENCY TWIN-HEAD LIGHT WITH INTEGRAL BATTERY PACK, WALL MOUNTED TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES INDICATE QUANTITY OF TRACK HEADS) EXTERIOR POLE-MOUNTED AREA LIGHT FIXTURE, ARMS AS INDICATED ON DRAWINGS EXIT LIGHT, LED, WALL MOUNTED EXIT LIGHT, LED, CEILING OR PENDANT MOUNTED; DIRECTIONAL ARROWS AS INDICATED; SHADED QUADRANT INDICATES FACE(S) OF FIXTURE LED, FLUORESCENT, HID - CEILING WALLWASHER, ACCENT LIGHT, LANDSCAPING TREE ACCENT LIGHT, FACADE LIGHT LED, FLUORESCENT, HID, RECESSED, PENDANT OR SURFACE CEILING LED OR FLUORESCENT FIXTURE RECESSED, PENDANT OR SURFACE CEILING DIAGONAL HALF SHADING INDICATE FIXTURE CONNECTED TO EMERGENCY CIRCUIT OR PROVIDED WITH INTEGRAL EMERGENCY BATTERY PACK; "E" AFTER FIXTURE TYPE TAG INDICATES INTEGRAL BATTERY PACK UNLESS OTHERWISE NOTED ON LIGHT FIXTURE SCHEDULE (TYPICAL FOR ALL LIGHT FIXTURE SYMBOLS) LED OR FLUORESCENT FIXTURE, RECESSED, PENDANT OR SURFACE CEILING LED OR FLUORESCENT STRIP FIXTURE NEW (HEAVY, SOLID LINE) EXISTING TO REMAIN (LIGHT, SOLID LINE) EXISTING TO BE REMOVED (HEAVY, DASHED LINE) FLEXIBLE CONDUIT CONDUIT CONTINUED CONDUIT STUBBED OUT OR UP CONDUIT TURNING DOWN CONDUIT TURNING UP GROUND OR GROUND ROD AS NOTED CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR CONDUIT CONCEALED ABOVE CEILING OR IN WAL BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, SURFACE MOUNTED TWO-COMPARTMENT MULTI-SERVICE RACEWAY WITH 5-20R RECEPTACLES, 18" O.C. UNLESS OTHERWISE NOTED SPECIAL PURPOSE RECEPTACLE, NEMA CONFIGURATION AS NOTED NOTE: DIAGONAL MARKS INDICATED ON ANY DEVICE REPRESENTS DEVICE CONNECTED TO EMERGENCY CIRCUIT (RED DEVICE FOR RECEPTACLE); TYPICAL FOR ANY DEVICE IN LEGEND TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVER MOUNTED ABOVE COUNTER TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE GFCI RECEPTACLE; "WP" INDICATES CAST METAL "IN-USE" WEATHERPROOF COVER, WEATHER-RESISTANT LISTED DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER MULTI-SERVICE FLOOR BOX WITH DUPLEX RECEPTACLE, VOICE/DATA/AV DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS) FLOOR BOX WITH DUPLEX RECEPTACLE WITH APPROPRIATE FLANGE M F LV OS 4 3 a 30AR 20AF PEDESTAL MOUNTED RECEPTACLE DUPLEX RECEPTACLE DIMMER SWITCH MANUAL MOTOR STARTER WITH OVERLOADS FAN SWITCH LOW VOLTAGE SWITCH WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH FOUR-WAY SWITCH THREE-WAY SWITCH NF 30AR NON-FUSED DISCONNECT SWITCH, RATING AS NOTED SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) NF = NON-FUSED AR = AMPERE RATING OF SWITCH 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED, 3-POLE UNLESS OTHERWISE NOTED30/3 0 3R MCP AMPERE RATING # OF POLES NEMA STARTER SIZE SINGLE RECEPTACLE FUSED DISCONNECT D LED OR FLUORESCENT FIXTURE, WALL MOUNTED FIXTURE TYPE LOWER CASE LETTER INDICATES CONTROLLING SWITCHaCIRCUIT NUMBER LIGHTING FIRE ALARM/DETECTION SYSTEMBASIC MATERIALS S S S S S S S S F XXCD CD = CANDELA RATING COMBINATION SPEAKER/STROBE HORN/STROBE, WALL MOUNTED, 75CD UNLESS OTHERWISE NOTED CD = CANDELA RATING STROBE, CEILING MOUNTED, 75 CD UNLESS OTHERWISE NOTED SS SPEAKER ONLY, CEILING MOUNTED PS PRESSURE SWITCH CONNECTION MOTORIZED DAMPER CONNECTIONMD K SINGLE POLE KEY SWITCHS CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR OSab WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH, DUAL RELAY S DL DAYLIGHT SENSOR CEILING MOUNTED DL DAYLIGHT SENSOR WALL MOUNTED RECEPTACLE CONTROLLED PER ASHRAE 90.1 (2010); PROVIDE POWER PACK FOR RECEPTACLE CIRCUIT, TO BE CONTROLLED THROUGH LOCAL ROOM OCCUPANCY SENSOR(S); PROVIDE DEVICE WITH BLUE DOT OR UNIVERSAL POWER SYMBOL RECEPTACLE MOUNTED ADJACENT TO TV OUTLET XXCD FLOOR BOX, TWO DUPLEX RECEPTACLES (QUAD) WITH APPROPRIATE FLANGE LED, FLUORESCENT, HID, WALL MOUNTED LINEAR FLUORESCENT, LED, RECESSED, PENDANT OR SURFACE CEILING DUPLEX RECEPTACLE WITH (2) USB PORTS DOUBLE DUPLEX RECEPTACLE WITH DEDICATED CIRCUIT FOR AV RACK OR CART D,OS WALL MOUNTED DUAL TECHNOLOGY DIMMING/OCCUPANCY SENSOR SWITCHS LVO LOW VOLTAGE OVERRIDE SWITCHS ZX-X LIGHTING CONTROL ZONE NUMBER VS WALL MOUNTED DUAL TECHNOLOGY VACANCY SENSOR SWITCHS OS C = TV = USB = AV = HOSPITAL GRADE H = TAMPERPROOFT = ISOLATED GROUND (ORANGE DEVICE) IG = RELAY/REMOTE CONTROL OF RECEPTACLE CIRCUIT FOR AUTOMATIC SHUTOFF R = WEATHERPROOFWP = PENDANT MOUNTEDP = HIGH BAYHB = OS DEVICE ABBREVIATION TAGS: DUPLEX RECEPTACLE, CEILING MOUNTED TWO DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE, CEILING MOUNTED J FOUR-GANG FLOOR BOX4G = SIX-GANG FLOOR BOX6G = EIGHT-GANG FLOOR BOX8G = MULTI-SERVICE FLOOR BOX WITH TWO DUPLEX RECEPTACLES (QUAD) , VOICE/DATA/AV DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS) GFCI RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX RECEPTACLE; EACH RECEPTACLE ON SEPARATE CIRCUIT (PROVIDE BREAKER WITH 2-POLE COMMON TRIP HANDLE) SPLIT-WIRED DUPLEX RECEPTACLE WITH TOP-HALF SWITCHED TWO GFCI DUPLEX RECEPTACLES (QUAD) WITH COMMON COVERPLATE MULTI-SERVICE POWER & DATA FLOOR BOX WITH FURNITURE FEED CONNECTION (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS) J JUNCTION BOX WALL MOUNTED J JUNCTION BOX MOUNTED IN OR ABOVE CEILING OR IN STRUCTURE J WALL MOUNTED FURNITURE FEED POWER CONNECTION P MULTI-SERVICE POKE-THRU WITH TWO INTEGRAL DUPLEX RECEPTACLES AND VOICE/DATA/AV DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS), OR FURNITURE FEED CONNECTION; REFER TO POKE-THRU DETAILS PP POWER POLE WITH POWER & DATA FURNITURE FEED POWER CONNECTIONS POKE-THRU WITH 6" CORE DRILL6C = POKE-THRU WITH 8" CORE DRILL8C = PC PHOTOCELL, MOUNTED ON ROOF FACING NORTH C CLOCK RECEPTACLE, WALL MOUNTED GROUND BUS BAR, COPPERGND CONDUIT SEAL-OFF FITTING SPD SURGE PROTECTIVE DEVICE ST SHUNT-TRIP PUSHBUTTON; SEMI-FLUSH WALL MOUNTED UNLESS OTHERWISE NOTED; NEMA 3R FOR EXTERIOR LOCATIONS OVERHEAD DOOR PUSHBUTTON CONTROL STATION PUSHBUTTON STATION BAS BUILDING AUTOMATION SYSTEM CONTROL PANEL LCP LIGHTING CONTROL PANEL MANHOLEMH SYMBOL DESCRIPTION PULLBOXPB NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED 3R 3R AF = AMPERE RATING OF FUSE AR = AMPERE RATING OF SWITCH 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, FLUSH MOUNTED CONDUIT HOMERUN TO ELECTRICAL PANEL EXISTING TO REMAIN ETR = EXTERIOR PEDESTRIAN SIDEWALK BOLLARD OR POST-TOP LIGHT FIXTURE BR B R BEAM SMOKE DETECTOR BT OR T = BEAM DETECTOR TRANSMITTER BR OR R = BEAM DETECTOR RECEIVER F XXCD SPEAKER ONLY, WALL MOUNTEDSS DH FATC FAA VOICE EVACUATION PANELEVAC MASS NOTIFICATION SYSTEM PANELMNS VOICE AND DATA RACEWAY SYSTEM SYMBOL DESCRIPTION SYMBOL DESCRIPTION ACCESS CONTROL/ CCTV RACEWAY SYSTEM SINGLE-GANG 2-1/8"D ELECTRICAL BOX WITH BLANK COVER FOR VOICE/DATA OUTLET WITH 1" CONDUIT STUBBED UP AND INTO NEAREST ACCESSIBLE CEILING UNLESS OTHERWISE NOTED; PROVIDE WITH NYLON PULL STRING & SMOOTH BUSHING SINGLE-GANG 2-1/8"D ELECTRICAL BOX WITH BLANK COVER FOR TELEPHONE WALL OUTLET WITH 1" CONDUIT STUBBED UP AND INTO NEAREST ACCESSIBLE CEILING UNLESS OTHERWISE NOTED; PROVIDE WITH NYLON PULL STRING & SMOOTH BUSHING C = ABOVE COUNTER W = WALL MOUNTED AT 52" AFF FOR HOUSE PHONE W, ADA = WALL MOUNTED AT 44" AFF FOR ADA ACCESSIBLE PAY PHONE ELV = WALL MOUNTED @ 52" AFF FOR TELEPHONE IN ELEVATOR MACHINE ROOM WIRELESS ACCESS POINT OUTLET, CEILING MOUNTED; ACTUAL QUANTITY AND LOCATIONS SHALL BE BASED ON SIGNAL SURVEY BY OWNER'S WLAN VENDOR WAP MULTI-SERVICE FLOOR BOX WITH RECEPTACLE AND TECHNOLOGY DEVICES (REFER TO OWNER'S VENDOR DRAWINGS FOR DEVICES); PROVIDE RACEWAY(S) AS INDICATED ON FLOOR PLANS MULTI-SERVICE FLOOR BOX WITH FURNITURE FEED CONNECTION; PROVIDE RACEWAY(S) AS INDICATED ON FLOOR PLANS 2-GANG 2-1/8"D ELECTRICAL BOX WITH BLANK COVER FOR WALL MOUNTED FURNITURE FEED DATA CONNECTION; PROVIDE RACEWAY(S) AS INDICATED ON FLOOR PLANS P MULTI-SERVICE POKE-THRU WITH RECEPTACLES AND TECHNOLOGY DEVICES (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS), OR FURNITURE FEED CONNECTION; REFER TO POKE-THRU DETAILS AND FLOOR PLANS FOR RACEWAY INFORMATION 3/4"THICK X 8' HIGH A/C PLYWOOD BACKBOARD MOUNTED 6" AFF FROM BOTTOM, PAINTED WITH GRAY FIRE-RETARDANT PAINT, WIDTH AS INDICATED ON FLOOR PLAN CABLE TRAY FOR HORIZONTAL LOW VOLTAGE CABLE, 12"W X 4" HIGH UNLESS OTHERWISE NOTED; LADDER TYPE IN IDF/MDF/IT ROOMS, BASKET/MESH TYPE IN OTHER AREAS, UNLESS OTHERWISE NOTED AUDIO/VIDEO RACEWAY SYSTEM TV TELEVISION SIGNAL WALL OUTLET, MOUNTED ADJACENT TO DUPLEX RECEPTACLE IDENTIFIED WITH "TV" ADJACENT TO DEVICE; REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT S CEILING MOUNTED SPEAKER S WALL MOUNTED SPEAKER X = ZONE TO BE CONTROLLEDX VC WALL-MOUNTED VOLUME CONTROL; PROVIDE 3/4" C. STUBBED UP ABOVE CEILING AND SINGLE STANDARD ELECTRICAL BOX AT 48" AFF MC WALL-MOUNTED MASTER VOLUME CONTROL; PROVIDE 3/4" C. STUBBED UP ABOVE CEILING AND SINGLE STANDARD ELECTRICAL BOX AT 48" AFFX X = ZONE TO BE CONTROLLED RCA WALL-MOUNTED DUAL RCA JACKS FOR MP3 CONNECTION AV AUDIO/VISUAL CABINET OR RACK ACP ACCESS CONTROL SYSTEM PANEL CCTV CAMERA; PROVIDE FACEPLATE & DOUBLE GANG JUNCTION BOX, (1) 1"C. WITH CAT6A CABLE TO NEAREST IDF/MDF/IT ROOM, UNLESS NOTED OTHERWISE DPS DOOR POSITION SWITCH CR CARD READER, WALL MOUNTED, MOUNTED AT 48" AFF ELECTRIC STRIKE EM ML MAGNETIC LOCK DE DELAYED EGRESS REMOTE DOOR RELEASE BUTTON X ASSOCIATED DOOR DETAIL REFERENCE RELOCATEDRL = PP POWER POLE WITH POWER & DATA OUTLETS HANDHOLEHH ATS NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED NEMA RATING; NEMA 1 UNLESS OTHERWISE NOTED 4X SS = NEMA 4X STAINLESS STEEL ENCLOSURE SWITCHBOARD/ SWITCHGEAR/ DISTRIBUTION PANEL POWER POLE WITH POWER & DATA FURNITURE FEED POWER CONNECTIONS (REFER TO TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS FOR LOW VOLTAGE REQUIREMENTS); REFER TO FLOOR PLANS FOR RACEWAY INFORMATION PP EPO EMERGENCY POWER OFF SHUNT-TRIP PUSHBUTTON, RED MUSHROOM HEAD, CLEAR LEXAN PROTECTIVE COVER A/C AIR CONDITIONING AC ALTERNATING CURRENT ABV CLG ABOVE CEILING ADA AMERICANS WITH DISABILITIES ACT AF AMPERE FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM AMP AMPERE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASA AMERICAN STANDARDS ASSOCIATION AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AUX AUXILIARY AWG AMERICAN WIRE GUAGE BC BARE COPPER BIL BASIC IMPULSE LEVEL BAS BUILDING AUTOMATION SYSTEM BMS BUILDING MANAGEMENT SYSTEM BRKR OR BKR BREAKER CAB CABINET C CONDUIT OR RACEWAY CKT CIRCUIT CB CIRCUIT BREAKER CBM CERTIFIED BALLAST MANUFACTURERS CATV CABLE TELEVISION CCTV CLOSED CIRCUIT TELEVISION CLEC CLOCK EQUIPMENT CABINET CLG CEILING CO CONDUIT OR RACEWAY ONLY COAX COAXIAL CABLE COND CONDUCTOR CONN CONNECTION CPU CENTRAL PROCESSING UNIT CRT CATHODE RAY TERMINAL (VIDEO DISPLAY TERMINAL) CT CURRENT TRANSFORMER CU COPPER CW COLD WATER DC DIRECT CURRENT DDC DIRECT DIGITAL CONTROL DEG DEGREE DF DEMAND FACTOR DISC DISCONNECT DISC SW DISCONNECT SWITCH DO DRAW OUT DN DOWN DPST DOUBLE POLE SINGLE THROW EDH ELECTRIC DUCT HEATER EMT ELECTRIC METALLIC TUBING EO ELECTRICALLY OPERATED EOL END OF LINE EOR ENGINEER OF RECORD ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FATC FIRE ALARM TERMINAL CABINET FBC FLORIDA BUILDING CODE FCU FAN COIL UNIT FLA FULL LOAD AMPERES FM FACTORY MUTUAL FPU FAN POWERED UNIT FT FEET GF GROUND FAULT GFA GROUND FAULT ALARM GFCI GROUND FAULT CIRCUIT INTERRUPTER GFR GROUND FAULT RELAY GND, G GROUND HP HORSEPOWER HOA HAND-OFF-AUTOMATIC HORIZ HORIZONTAL IBC INTERNATIONAL BUILDING CODE IC INTERCOM ICU INTENSIVE CARE UNIT IECC INTERNATIONAL ENERGY CONSERVATION CODE IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS IES ILLUMINATING ENGINEERING SOCIETY IMC INTERMEDIATE METAL CONDUIT IN INCHES IPCEA INSULATED POWER CABLE ENGINEERS ASSOCIATION IT INSTANTANEOUS TRIP JB OR J-BOX JUNCTION BOX KCMIL ONE THOUSAND CIRCULAR MILS KV KILOVOLT KVA KILOVOLT AMPERES KW KILOWATT KWH KILOWATT HOURS ABBREVIATIONS INTERCOM SYSTEM W IC ADMINISTRATIVE PHONE ICEC INTERCOM EQUIPMENT CABINET IC HANDSET IC CALL STATION SX CEILING MOUNTED SPEAKER "X" INDICATES TYPE "Y" INDICATES ZONE Y SX WALL MOUNTED SPEAKER Y "X" INDICATES TYPE "Y" INDICATES ZONE NO ZONE INDICATES LOCAL AUDIO/VIDEO SYSTEM KP KEY PAD, WALL MOUNTED, MOUNTED AT 48" AFF CK COMBINED CARD READER/KEY PAD, WALL MOUNTED, MOUNTED AT 48" AFF EL ELECTRIC MORTISE/TRIM LOCK ES ELECTRIC LATCH INTERCOM MASTER STATIONICM CS AP HS FIX = FIXED CCTV CAMERA PAN = PAN/TIL/ZOON CCTV CAMERA FIX LBS POUNDS LED LIGHT EMITTING DIODE LP LIGHTNING PROTECTION LT LIGHT LTG LIGHTING LSIG LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND LSIA LONG TIME, SHORT TIME, INSTANTANEOUS, ALARM LSI LONG TIME, SHORT TIME, INSTANTANEOUS MAX MAXIMUM MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN SERVICE DISTRIBUTION PANEL MIC MICROPHONE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MSB MAIN SERVICE SWITCHBOARD MTD MOUNTED MTG MOUNTING MTR MOTOR MTS MANUAL TRANSFER SWITCH MUX MULTIPLEX (TRANSPONDER) PANEL MVA MEGA VOLT AMPS N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NF NON-FUSED NL NON-LINEAR NO NORMALLY OPEN OR NUMBER OL OVERLOAD OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION P POLE PB PULLBOX PF POWER FACTOR PIV POST INDICATOR VALVE PNL PANEL PR PAIR PRI PRIMARY PT POTENTIAL TRANSFORMER PVC POLYVINYLCHLORIDE PWR POWER REC, RECEPT RECEPTACLE REF REFRIGERATOR RGS, GRC RIGID GALVANIZED STEEL CONDUIT RLA RUNNING LOAD AMPERES RMS ROOT-MEAN-SQUARE RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT SCA SHORT CIRCUIT AMPERES SD SMOKE DETECTOR SEC SECONDARY S/N SOLID NEUTRAL SPD SURGE PROTECTIVE DEVICE SPKR SPEAKER SPST SINGLE POLE SINGLE THROW SS STAINLESS STEEL SST SOLID STATE TRIP STD SHORT TIME TRIP SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TEL TELEPHONE TTB TELEPHONE TERMINAL BOARD TTC TELEPHONE TERMINAL CABINET TVEC TELEVISION EQUIPMENT CABINET TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED UL UNDERWRITERS LABORATORIES UTIL UTILITY V VOLT VA VOLTAMPERE VAR VOLT AMPERE REACTIVE VAV VARIABLE AIR VOLUME VFD VARIABLE FREQUENCY DRIVE W WIRE WP WEATHER PROOF XFMR TRANSFORMER XFR TRANSFER ABBREVIATIONS SC WALL MOUNTED DIGITAL SCENE CONTROL STATIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:55:10 PME00-01 ELECTRICAL LEGEND & SHEET INDEX 09/18/2018 17008.0000 09.18.2018 E00-01ELECTRICAL LEGEND & SHEET INDEX2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED E00-01 ELECTRICAL LEGEND & SHEET INDEX Yes E00-02 ELECTRICAL GENERAL NOTES Yes E01-01 ELECTRICAL SITE PLAN Yes E02-01 ELECTRICAL FLOOR PLAN - MAIN LEVEL - POWER Yes E02-01A ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - POWER Yes E02-01B ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - POWER Yes E02-01C ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - POWER Yes E02-01D ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - POWER Yes E02-01E ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - POWER Yes E02-02 ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - POW ER Yes E02-02C ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - POWER Yes E02-02D ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - POWER Yes E02-02E ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - POWER Yes E02-03 ELECTRICAL FLOOR PLAN - CATWALK LEVEL - POWER Yes E02-03D ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D - POWER Yes E02-03E ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - POWER Yes E03-01A ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - LIGHTING Yes E03-01B ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - LIGHTING Yes E03-01C ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - LIGHTING Yes E03-01D ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - LIGHTING Yes E03-01E ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - LIGHTING Yes E03-02C ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - LIGHTING Yes E03-02D ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - LIGHTING Yes E03-02E ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - LIGHTING Yes E03-03D ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D - LIGHTING Yes E03-03E ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - LIGHTING Yes E05-01 ELECTRICAL ENLARGED PLANS Yes E06-01 ELECTRICAL SCHEDULES Yes E06-02 ELECTRICAL SCHEDULES Yes E06-03 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL Yes E06-04 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL Yes E06-05 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL Yes E06-06 ELECTRICAL PANEL BOARD SCHEDULES - A/V Yes E06-07 ELECTRICAL PANEL BOARD SCHEDULES - THEATRE Yes E06-08 ELECTRICAL PANEL BOARD SCHEDULES - STANB-BY Yes E07-01 ELECTRICAL ONE-LINE DIAGRAM - NORMAL Yes E07-02 ELECTRICAL ONE-LINE DIAGRAM - STAND-BY Yes E08-01 ELECTRICAL DETAILS Yes E08-02 ELECTRICAL DETAILS Yes HALL M.P. B.B. REVISIONS ELECTRICAL GENERAL NOTES 1. 2.RECEPTACLES, VOICE/DATA OUTLETS, WALL FURNITURE FEEDS SHALL BE MOUNTED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE, UNLESS OTHERWISE NOTED. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. ALL COMPONENTS OF THE ELECTRICAL SYSTEM LOCATED OUTDOORS OR INDOORS WHERE EXPOSED TO SIGNIFICANT MOISTURE SHALL BE WEATHERPROOF, NEMA 3R, AS A MINIMUM, WHETHER INDICATED ON THE CONTRACT DRAWINGS OR NOT. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO 6' ABOVE EQUIPMENT OR STRUCTURAL CEILING, WHICHEVER DISTANCE IS LOWER, WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE-RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. ALL DEVICES SHALL BE MOUNTED VERTICALLY, UNLESS OTHERWISE NOTED. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. ALL WIRE SHALL BE SIZED AS SHOWN ON THE DRAWINGS. IF NO SIZE IS SHOWN, THEN WIRE SHALL BE #12 AWG, EXCEPT THAT BRANCH HOMERUNS OVER 100' IN LENGTH SHALL BE MINIMUM #10 AWG FOR 120/208 VOLT CIRCUITS, AND HOMERUNS OVER 200' IN LENGTH SHALL BE MINIMUM #10 AWG FOR 277/480 VOLT CIRCUITS. REFER TO BRANCH CIRCUIT VOLTAGE DROP TABLES BELOW. BRANCH CIRCUIT WIRING SHALL BE SIZED TO LIMIT THE VOLTAGE DROP TO 3% OF NOMINAL VOLTAGE OR LESS. ALL COMPONENTS OF THE ELECTRICAL SYSTEM (INCLUDE RACEWAYS, ELECTRICAL EQUIPMENT, OUTLET BOXES, JUNCTION BOXES, ETC.) LOCATED IN A HAZARDOUS (CLASSIFIED) LOCATION SHALL BE APPROVED FOR USE IN SAID LOCATION, AS DEFINED BY THE NEC, WHETHER INDICATED ON THE CONTRACT DOCUMENTS OR NOT. PROVIDE POLYOLEFIN JET-LINE #232 (NYLON PULL STRING) IN EACH EMPTY CONDUIT WITH ENGRAVED METAL TAG INDICATING CONDUIT DESIGNATION. ALL CONDUCTORS IN CABINETS MUST BE CAREFULLY FORMED AND HARNESSED SO THAT EACH CONDUCTOR DROPS OFF DIRECTLY OPPOSITE TO TERMINAL. MINIMUM RACEWAY SIZE SHALL BE 3/4" UNLESS NOTED OTHERWISE. ARC FLASH DANGER/WARNING LABELS SHALL BE APPLIED TO SWITCHBOARD, PANELBOARDS, AND EQUIPMENT CONTROLLERS PER NEC. FIRE PROTECTION PIPING SHALL NOT BE USED FOR GROUNDING. PROVIDE TYPED PANEL DIRECTORIES FOR ALL NEW PANELBOARDS, AND EXISTING PANELBOARDS AFFECTED BY THIS PROJECT. DIRECTORIES SHALL REFLECT PROJECT AS- BUILT CONDITIONS FOR ALL BRANCH CIRCUITS. DIRECTORIES SHALL INCLUDE WHERE EACH PANEL IS FED FROM. ADDITIONALLY, EACH BRANCH CIRCUIT LOAD DESCRIPTION SHALL INCLUDE THE ROOM NUMBER(S) FOR EACH LOAD SERVICE (I.E., RECEPTACLES-RMS 501,503). ROOM NUMBERS SHALL BE BASED ON ACTUAL ROOM SIGNAGE INSTALLED IN FIELD. COORDINATE EXACT ROOM NUMBERS WITH A/E AND OWNER PRIOR TO COMPLETION OF PANEL DIRECTORIES. NO PVC CONDUIT MAY BE USED INSIDE OF BUILDING UNLESS ROUTED UNDERGROUND, AND UNLESS OTHERWISE NOTED. 3. ALL WIRE SIZES ARE BASED ON AMPACITIES FOR 75 DEG. F TEMPERATURE RATING LISTED IN NEC. WHERE DEVICES ARE SHOWN IN WALLS BACK-TO-BACK ON OPPOSITE SIDES, INSTALL SO THAT THEY ARE SEPARATED BY AT LEAST 12". ALL NOTIFICATION APPLIANCES SHALL BE RED IN COLOR UNLESS OTHERWISE NOTED. LOW VOLTAGE CONDUCTORS: PROVIDE CONDUCTORS IN ACCORDANCE WITH NFPA 70 AND NFPA 72, AND AS RECOMMENDED BY THE FIRE ALARM SYSTEM MANUFACTURER. CONDUCTORS SHALL BE COPPER, MINIMUM NO. 14 AWG, TWISTED SHIELDED PAIR. SURVIVABILITY: A 2-HOUR RATED CABLE ASSEMBLY SHALL BE PROVIDED FOR NOTIFICATION APPLIANCE CIRCUITS AND ANY OTHER CIRCUITS NECESSARY FOR THE OPERATION OF THE NOTIFICATION APPLIANCE CIRCUITS FROM THE POINT AT WHICH THEY EXIT THE CONTROL UNIT UNTIL THE POINT THAT THEY ENTER THE NOTIFICATION ZONE THAT THEY SERVE. ALL FIRE ALARM CABLE SHALL BE INSTALLED IN CONDUIT; NO FIRE ALARM CONDUIT SHALL BE INSTALLED UNDER SLAB. PROVIDE MANUFACTURED RED CONDUIT UNLESS OTHERWISE NOTED. VERIFY AND COORDINATE LOCATIONS OF ANY MISCELLANEOUS EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS (I.E., COPIERS, FAX MACHINES, PRINTERS, KITCHEN APPLIANCES, LAUNDRY APPLIANCES, PROJECTION SCREENS, SHOP TOOLS, MACHINE, ELEVATORS, ETC.) WITH APPROVED SHOP DRAWINGS, OWNER-PROVIDED CUT SHEETS, MANUFACTURER'S INSTRUCTIONS, AND EQUIPMENT NAMEPLATE INFORMATION, PRIOR TO ROUGH IN, AND PROVIDE ALL NECESSARY ELECTRICAL REQUIRED. LOCATIONS OF VFD'S, DISCONNECTS, MOTOR STARTERS, ETC. FOR HVAC EQUIPMENT ARE DIAGRAMMATIC ON THE PLAN DRAWINGS. EXACT LOCATIONS ARE TO BE COORDINATED WITH CONTRACTOR'S COORDINATION DRAWINGS PRIOR TO ROUGHING IN TO ENSURE PROPER NEC CLEARANCES AND APPROPRIATE MOUNTING SURFACE. COMPRESSION FITTINGS SHALL BE USED FOR EMT CONDUIT. ALL CONDUITS ARE TO BE CONCEALED UNLESS IMPOSSIBLE DUE TO EXISTING CONDITIONS (I.E., EXPOSED CEILINGS, BUILDING EXTERIOR WALL RUNS). CONCEAL ALL CONDUITS ABOVE CEILINGS OR IN WALLS AND MILLWORK. WHERE EXISTING CONDITIONS DICTATE THAT CONDUITS CANNOT BE CONCEALED, NOTIFY ARCHITECT/ENGINEER PRIOR TO INSTALLING CONDUIT FOR RESOLUTION TO ROUTING. LIGHT FIXTURES SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS FOLLOWS: LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE 12-GAUGE HANGER WIRE CONNECTED FROM THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING 10 POUNDS OR MORE SHALL HAVE (2) 12-GAUGE HANGER WIRES ATTACHED AT OPPOSITE CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. 1. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES IN LAY-IN AND GYPBOARD CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS, AND WALL MOUNTED EXTERIOR AND INTERIOR LIGHT FIXTURES WITH ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION. WHERE THE QUANTITY OF LIGHTS DIFFERS BETWEEN THE ARCHITECTURAL RCP AND THE ELECTRICAL LIGHTING PLANS, PROVIDE THE HIGHEST QUANTITY OF FIXTURES IN THE BID PRICE. THE DISCREPANCY IN QUANTITY SHALL BE BROUGHT TO THE ATTENTION OF THE A/E. THE HIGHEST QUANTITY SHALL BE CIRCUITED TO THE LOCAL ROOM OR AREA LIGHTING CIRCUITS AND LIGHTING CONTROL DEVICES, UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT/ENGINEER. 2. SEAL ALL PENETRATIONS AND OPENINGS MADE DURING EXECUTION OF WORK IN FIRE-RATED WALLS. WALLS SHALL BE SEALED WITH UL-APPROVED PRODUCT WITH THE SAME OR GREATER RATING OF WALL PENETRATED. ALL CONDUIT TERMINATIONS AT TERMINAL BOARDS ARE TO HAVE GROUNDING BUSHINGS AT CONDUIT ENDS. 3. PROVIDE 120V 20A 5-20R RECEPTACLE AT ALL FAN COIL UNITS FOR CONDENSATE PUMP POWER AND HOT WATER RECIRCULATING PUMPS, WHETHER SHOWN ON PLANS OR NOT. RECEPTACLE IS TO BE CONNECTED TO NEAREST 120V RECEPTACLE CIRCUIT. PROVIDE 120V CONNECTION TO ALL MOTORIZED DAMPERS INDICATED ON MECHANICAL PLANS, WHETHER SHOWN ON DIVISION 26 DRAWINGS OR NOT. FIRE/SMOKE DAMPER CIRCUITS ARE TO BE PROVIDED FROM EMERGENCY BRANCH PANEL (LEGALLY REQUIRED BRANCH IF AVAILABLE). MOTORIZED DAMPERS WITHIN THE SAME AREA CAN BE CIRCUITED TO THE SAME CIRCUIT (I.E., DEDICATED CIRCUIT IS NOT REQUIRED). PROVIDE FIRE ALARM RELAY AND DUCT DETECTOR CONNECTED TO FIRE ALARM SYSTEM, WITHIN 5' OF ALL DUCT PENETRATIONS THROUGH FIRE/SMOKE WALLS, WHETHER INDICATED ON ELECTRICAL OR MECHANICAL PLANS OR NOT. 5. COORDINATE RECEPTACLE LOCATIONS WITH TECHNOLOGY DRAWINGS OR OWNER'S VENDOR DRAWINGS SO THAT A 120V 20A 5-20R RECEPTACLE IS LOCATED ADJACENT TO EACH VOICE/DATA OUTLET AND TV OUTLET INDICATED ON PLANS. RECEPTACLE IS TO BE CONNECTED TO NEAREST 120V RECEPTACLE CIRCUIT, UNLESS OTHERWISE NOTED ON PLANS. LIGHTING: VERIFY ACTUAL CEILING CONSTRUCTION TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHT FIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE LIGHT FIXTURE CATALOG NUMBER. VERIFY THE DEPTH OF ALL RECESSED LIGHT FIXTURES WITH THE ARCHITECTURAL DRAWINGS PRIOR TO ORDERING LIGHT FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE THE RECESSED LIGHT FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO ARCHITECT/ENGINEER PRIOR TO ORDERING LIGHT FIXTURES. 4.LIGHT FIXTURES RECESSED IN FIRE-RATED CEILINGS SHALL BE PROVIDED WITH APPROVED FIRE-RATED ENCLOSURE WITH A FIRE RATING EQUAL TO THAT OF THE CEILING. PROVIDE A MINIMUM OF 3" CLEARANCE FROM SIDES AND TOP OF RECESSED LIGHT FIXTURES. 5. PROVIDE MINIMUM 3/4" CONDUIT AND WIRING BETWEEN EACH FIRE ALARM DEVICE AND FROM LAST DEVICE TO FACP UNLESS OTHERWISE NOTED. MINIMUM CANDELA RATING OF STROBES IS 75; "110" ADJACENT TO DEVICE INDICATES 110 CANDELA RATING. PROVIDE SYNCHRONIZATION OF STROBES IN ALL ADJACENT AREAS WHERE STROBES ARE VISIBLE TO EACH OTHER. 6. 10. 9. 3. 4. 13. ALL FIRE ALARM EQUIPMENT IS TO BE NEW, UL LISTED FOR FIRE SERVICE, AND SHALL BE COMPATIBLE WITH THE SYSTEM BEING USED. 1. ALL WIRING AND CONDUIT IS TO CONFORM TO NEC ARTICLE 760. WIRING SHALL BE UL LISTED, MINIMUM 300V TYPE FPLP PLENUM RATED SOLID COPPER OR STANDARD COPPER WITH MAXIMUM 19 STRANDS. 2. ALL STROBES SHALL ACTIVATE UPON INITIATION OF THE GENERAL ALARM. 7. MANUAL PULL STATIONS ARE TO BE INSTALLED AT 42" TO BOTTOM OF DEVICE AND NO HIGHER THAN 48" TO HANDLE ABOVE FINISHED FLOOR. 11. SMOKE DETECTORS ARE TO BE INSTALLED PER NFPA 72. WALL MOUNTED SMOKE DETECTORS SHALL BE MOUNTED 4"-12" BELOW THE CEILING AND AWAY FROM CORNERS. 12. FIRE ALARM CONTROL PANEL IS TO BE PROVIDED WITH DEDICATED 120V CIRCUIT WITH EQUIPMENT GROUND CONNECTION PER MANUFACTURER'S RECOMMENDATIONS AND ARTICLE 760 OF THE NEC. PROVIDE MINIMUM #12 AWG FOR GROUND CONNECTION. NOTE: PANEL NEUTRAL OR CONDUIT GROUND IS NOT ACCEPTABLE. 120V CIRCUIT SHALL BE FROM LIFE SAFETY BRANCH WHERE AVAILABLE. 14. ALL FIRE ALARM POWER CIRCUITS SHALL HAVE A DEDICATED 120V 20A BREAKER THAT SHALL BE RED IN COLOR AND MECHANICALLY PROTECTED (LOCKABLE IN THE "ON" POSITION), MARKED AS "FIRE ALARM CIRCUIT". 15. A SUPERVISORY SIGNAL SHALL BE ANNUNCIATED UPON ANY TAMPER SWITCH ACTIVATION. FAILURE OR REMOVAL OF ANY DETECTION OR MANUAL DEVICE SHALL ACTIVATE A TROUBLE SIGNAL. 16. 17. 18. A CERTIFICATION OF COMPLETION AND UL LISTING SHALL BE ISSUED AND INSTALLED ON THE FIRE ALARM CONTROL PANEL. 19. ALL STROBES SHALL BE INSTALLED PER ADA MOUNTING HEIGHT REQUIREMENTS. WALL MOUNTED STROBES SHALL BE INSTALLED SO THAT THE BOTTOM OF THE STROBE LENS IS 80" AFF. 8. ALL SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 36" AWAY FROM ANY SUPPLY OR RETURN AIR VENTS OR DIFFUSERS. 20. STROBES SHALL BE INSTALLED WITHIN 15' OF THE ENDS OF ALL CORRIDORS. 21. SPEAKER/STROBES, HEAT DETECTORS OR MANUAL PULL STATIONS INSTALLED OUTSIDE OR IN AREAS OPEN TO THE EXTERIOR SHALL BE WEATHERPROOF DEVICES IN APPROVED BACKBOXES. 22. FIRE ALARM NOTIFICATION AND INITIATING CIRCUITS SHALL BE CLASS "A". SECONDARY BACK-UP POWER SHALL BE PROVIDED BY INTEGRAL BATTERIES WITHIN THE FIRE ALARM CONTROL PANEL TO SUPPLY POWER TO THE SYSTEM UNDER QUIESCENT LOAD FOR A MINIMUM OF 24 HOURS, AND THEN BE CAPABLE OF AN ADDITIONAL 15 MINUTES ALARM OPERATION AT MAXIMUM CONNECTED LOAD. 23. SMOKE DETECTORS SHALL BE PHOTO-ELECTRIC ADDRESSABLE TYPE. 24. DUCT DETECTORS SHALL BE PHOTO-ELECTRIC ADDRESSABLE TYPE, AND RATED FOR VELOCITIES UP TO 5000 FT/MIN. HEAT DETECTORS SHALL BE ADDRESSABLE, FIXED TYPE @ 135 DEG F, UNLESS OTHERWISE NOTED. 26.PRIOR TO INSTALLATION OF ELEVATOR HOISTWAY HEAT DETECTORS, VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION IF THEY ARE REQUIRED. WHERE THERE IS A GENERATOR ON THE PROJECT, CIRCUIT THE REMOTE GENERATOR ANNUNCIATOR PANEL ALARM OUTPUTS TO FIRE ALARM CONTROL PANEL PER AUTHORITY HAVING JURISDICTION REQUIREMENTS. 27. 28. 29. 30. THE DRAWINGS AND APPLICABLE SPECIFICATIONS SHALL BE CONSIDERED SUPPLEMENTARY, ONE TO THE OTHER AND ARE CONSIDERED THE "CONTRACT DOCUMENTS". ALL WORKMANSHIP, METHODS AND/OR MATERIALS DESCRIBED OR IMPLIED BY ONE AND NOT DESCRIBED OR IMPLIED BY THE OTHER SHALL BE PROVIDED, FURNISHED OR PERFORMED AS IF IT HAD APPEARED IN BOTH SECTIONS. THE TERM "CONTRACT DOCUMENTS" DESCRIBED HEREIN IS NOT LIMITED SOLELY TO THE ELECTRICAL PORTION OF THE DRAWINGS AND SPECIFICATIONS, BUT ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS OF ALL DIVISIONS AS A WHOLE. 1. WHERE A DISCREPANCY OR CONFLICT IS FOUND BETWEEN ONE DRAWING AND ANOTHER, OR BETWEEN A DRAWING AND APPLICABLE SPECIFICATIONS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IN WRITTEN FORM. IN GENERAL, THE MOST STRINGENT REQUIREMENT SHALL GOVERN UNLESS THE DISCREPANCY CONFLICTS WITH APPLICABLE CODES OR OWNER'S DESIGN STANDARDS, WHEREIN THE CODE OR OWNER'S DESIGN STANDARDS SHALL GOVERN. 1.THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY DETAIL OF CONSTRUCTION, METHODS, MATERIALS AND EQUIPMENT, OR EXACT LOCATIONS, ROUTING, ETC. THEY INDICATE THE RESULT TO BE ACHIEVED BY THE ASSEMBLAGE OF SEVERAL SYSTEMS FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. DO NOT SCALE THE CONTRACT DOCUMENTS. COORDINATE EXACT EQUIPMENT LOCATIONS WITH THE ARCHITECTURAL, CIVIL AND STRUCTURAL CONTRACT DOCUMENTS, AS WELL AS FIELD CONDITIONS, APPROVED SHOP DRAWINGS AND WORK OF ALL OTHER DIVISIONS/TRADES. THE TERM "PROVIDE" USED IN THE CONTRACT DOCUMENTS INDICATES TO FURNISH AND INSTALL MATERIALS REQUIRED FOR CORRECT INSTALLATION OF A COMPLETE SYSTEM, UNLESS SPECIFICALLY NOTED OTHERWISE. 2. UNLESS NOTED AS EXISTING, ALL ELECTRICAL INDICATED ON THE CONTRACT DOCUMENTS SHALL BE NEW, SHALL BE U.L. LISTED, AND SHALL BEAR A U.L. LABEL. WHERE NO U.L. LABEL OR LISTING IS AVAILABLE, THE MATERIAL SHALL BE LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY. 3. 4.PROVIDE EXPERIENCED, QUALIFIED AND RESPONSIBLE SUPERVISION FOR ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER. 6. CARRY ALL INSURANCE REQUIRED TO PROTECT AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THIS PROJECT. 7. GUARANTEE ALL MATERIALS AND WORKMANSHIP ARE FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARCHITECT/ENGINEER AND OWNER, UNLESS OTHERWISE NOTED IN DIVISION 1. AT NO ADDITIONAL COSTS, PROVIDE THE CORRECTION OF ANY DEFECTS INCLUDING REPAIR OR REPLACEMENT. 8. INCLUDE ALL COSTS ASSOCIATED WITH PERMITS, LICENSES, FEES, INSPECTIONS, TESTING AND TEMPORARY POWER IN THE BID PRICE, UNLESS NOTED OTHERWISE. 9. CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND/OR SITE AFFECTED BY THIS WORK PRIOR TO SUBMITTAL BID PRICE, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A BID PRICE SHALL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT AND/OR MATERIALS REQUIRED DUE TO DIFFICULTIES ENCOUNTERED THAT COULD HAVE BEEN REASONABLY OBSERVED WILL NOT BE RECOGNIZED. 10. COORDINATE ALL PROJECT SCHEDULING AND PHASING REQUIREMENTS WITH ARCHITECT/ENGINEER AND OWNER PRIOR TO SUBMITTING BID PRICE. THIS PROJECT MAY REQUIRE PHASING SEQUENCES AND POTENTIAL PREMIUM TIME WORK AND ALL COSTS FOR SUCH SHALL BE INCLUDED IN THE BID PRICE. PROVIDE ADEQUATE WORK FORCE AND EQUIPMENT, AND INCLUDE PREMIUM TIME AS MAY BE REQUIRED IN ORDER TO ADHERE TO THE PROJECT SCHEDULE. ADDITIONALLY, ENSURE THAT LONG LEAD ITEMS DO NOT IMPACT THE PROJECT'S SCHEDULE OR PHASING. 11. ANY TEMPORARY INTERRUPTION ON POWER REQUIRED FOR THE SYSTEM TIE-IN OR SWITCHOVER FOR ANY PORTION OF THE ELECTRICAL SYSTEM SHALL BE PRE-APPROVED IN WRITING BY THE OWNER AND SCHEDULED IN ADVANCE. 2. COORDINATE EXACT REQUIREMENTS WITH THE LOCAL UTILITY COMPANIES AND PROVIDERS (ELECTRIC, TELEPHONE, CABLE TV, ETC.) AND INCLUDE ALL COSTS FOR PROVIDING TEMPORARY AND PERMANENT SERVICES REQUIRED FOR THIS PROJECT IN THE BID PRICE. BID PRICE SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION, RACEWAYS, BACKFILL, EQUIPMENT, EQUIPMENT PADS, BACKBOARDS, METERS, GROUNDING, UTILITY ENGINEERING AND IMPACT FEES. 3. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, COMPLY WITH ALL APPLICABLE RULES, REGULATIONS AND GUIDELINES CONCERNING REMOVAL, HANDLING, DISPOSAL AND PROTECTION AGAINST ENVIRONMENTAL EXPOSURE OR POLLUTION. PROVIDE DOCUMENTATION OF SAID COMPLIANCE. 4. CONDUCT WORK OPERATIONS AND DEBRIS REMOVAL IN A MANNER THAT ENSURES MINIMUM INTERFERENCE WITH NORMAL BUSINESS OPERATIONS, TRAFFIC, PARKING, ETC. ONGOING IN ADJACENT OCCUPIED SPACES OR FACILITIES. PROVIDE ALL THAT IS REQUIRED TO EFFECTIVELY PROTECT SURROUNDING OCCUPANTS, EQUIPMENT, FINISHES, FURNITURE, ETC. FROM DAMAGE OR EXCESSIVE NOISE THROUGHOUT THE DURATION OF THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR ANY LOSSES OR DAMAGE. ANY DAMAGE RESULTING FROM THE FAILURE TO ADHERE TO THIS REQUIREMENT. RESTORE DAMAGED ELEMENTS TO ORIGINAL CONDITION BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT/ENGINEER AND OWNER, AT NO ADDITIONAL COSTS. REPORT OF ANY SUCH OCCURRENCE TO THE ARCHITECT/ENGINEER AND OWNER IMMEDIATELY AND AWAIT WRITTEN DIRECTION PRIOR TO PROCEEDING WITH REPAIRS. PROVIDE ELECTRONIC SUBMITTALS (PRODUCT DATA & SHOP DRAWINGS) FOR EACH MAJOR COMPONENT OF THE ELECTRICAL SYSTEM FOR REVIEW BY THE A/E AND OWNER. MAJOR COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO, RACEWAYS, BOXES, WIRE AND CABLE, EQUIPMENT, DEVICES, LIGHT FIXTURES, SWITCHGEAR, PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, FIRE ALARM SYSTEM, ETC. ALL SUBMITTALS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR FOR CONFORMANCE WITH THE PROJECT REQUIREMENTS PRIOR TO SUBMITTING TO THE A/E. ALLOW A MINIMUM OF TEN (10) BUSINESS DAYS FOR REVIEW BY A/E, UNLESS OTHERWISE NOTED IN DIVISION 1. THE ELECTRICAL PORTION OF THE CONTRACT DOCUMENTS ARE COORDINATED WITH THE DESIGN BASIS EQUIPMENT SPECIFIED BY DIVISION 26 AND OTHER DIVISIONS. WHERE THE CONTRACTOR ELECTS TO SUBSTITUTE A PRODUCT IN LIEU OF PROVIDING THE DESIGN BASIS, AND SAID SUBSTITUTION IS ACCEPTED BY THE A/E AND OWNER, THE CONTRACTOR SHALL MAKE ALL CORRECTIONS TO THE ELECTRICAL SYSTEM NECESSARY IN ORDER TO ENSURE A COMPLETE AND OPERATIONAL INSTALLATION OF THE EQUIPMENT AT NO ADDITIONAL COSTS. WHERE THE CONTRACTOR'S DESIGN SUBSTITUTION RESULTS IN THE NEED FOR THE ENGINEER TO REVISE THE CONTRACT DOCUMENTS, THE ENGINEER RESERVES THE RIGHT TO REQUEST COMPENSATION FROM THE CONTRACTOR FOR SAID SERVICES. MAINTAIN A CURRENT AND ACCURATE SET OF PROJECT RECORD DOCUMENTS (AS-BUILTS) AT THE SITE THROUGHOUT THE DURATION OF THE PROJECT. RECORD DRAWINGS SHALL BE UPDATED EACH DAY TO REFLECT THE ACTUAL LOCATIONS, SIZES, ROUTING, ETC. OF EACH PORTION OF THE ELECTRICAL SYSTEM AFFECTED BY THIS WORK. A FINAL SET OF RECORD DOCUMENTS SHALL BE ISSUED TO THE A/E FOR REVIEW AND THEN SUBMITTED TO THE OWNER WITHIN 30 DAYS AFTER THE DATE OF FINAL ACCEPTANCE. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION INCLUDING SINGLE LINE DIAGRAM, POWER RISER DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM, SITE PLANS AND ALL ELECTRICAL FLOOR PLANS, DETAILS, PANEL SCHEDULES, ETC. INCLUDE ALL COSTS FOR EXCAVATION, SAW CUTTING, DIRECTIONAL BORING, CORE DRILLING, BACKFILLING, SURFACE RESTORATION, REPAIR OF FINISHES, ETC. THAT IS REQUIRED IN ORDER TO MEET THE PROJECT REQUIREMENTS. VERIFY AND COORDINATE LOCATIONS AND EXACT ELECTRICAL REQUIREMENTS FOR ALL MECHANICAL, PLUMBING AND FIRE PROTECTION EQUIPMENT PRIOR TO SUBMITTAL OF SHOP DRAWINGS OF ELECTRICAL EQUIPMENT. PROVIDE ALL NECESSARY RACEWAYS, CONDUCTORS, BOXES, EQUIPMENT, ACCESSORIES, ASSOCIATED DISCONNECT SWITCHES, CIRCUIT BREAKERS, CONTROL TRANSFORMERS, FIRE ALARM SHUTDOWN, ETC. REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. COORDINATE WITH APPROPRIATE TRADE'S APPROVED SHOP DRAWINGS, MANUFACTURER'S INSTRUCTIONS, AND EQUIPMENT NAMEPLATE INFORMATION, PRIOR TO ROUGH IN, AND PROVIDE ALL NECESSARY ELECTRICAL REQUIRED, UNLESS OTHERWISE NOTED. 5. EACH LIGHTING CIRCUIT SHALL BE PROVIDED WITH A DEDICATED NEUTRAL. 6. PROVIDE ALL PENETRATIONS THROUGH FLOORS, WALL, CEILINGS AND ROOFS WHERE REQUIRED. COORDINATE LOCATIONS AND SIZES WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS, FIELD CONDITIONS AND WORK OF ALL OTHER DIVISIONS/TRADES. ALL OPENINGS ARE TO BE SEALED WATERTIGHT. THE USE OF ELECTRICAL NON-METALLIC TUBING (ENT) AND LIQUIDTIGHT FLEXIBLE NON-METALLIC CONDUIT (LFNC) ARE PROHIBITED UNLESS SPECIFICALLY NOTED OTHERWISE, OR UNLESS A/E OR OWNER GRANTS WRITTEN PERMISSION. ALL WORK ON THE ELECTRICAL SYSTEM REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE COORDINATED WITH THE WORK OF ALL OTHER DIVISIONS/TRADES PRIOR TO COMMENCEMENT OF WORK. AVOID INTERFERENCES WITH THE PROGRESS OF OTHER DIVISIONS/TRADES. ALL CONDUCTORS SHALL BE COPPER, THHN/THWN , AND SOLID FOR #10 AWG AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER. CONNECTIONS TO TRANSFORMERS, AHU'S, AND PUMPS SHALL BE WITH LIQUIDTIGHT, FLEXIBLE METAL CONDUIT. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS, INCLUDING LOW VOLTAGE SYSTEMS, SHALL BE INSTALLED IN A COMPLETE RACEWAY SYSTEM (CONDUIT) UNLESS SPECIFIED NOTED OTHERWISE. ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUND CONDUCTOR. METAL RACEWAYS SHALL NOT BE USED AS EQUIPMENT GROUND. ALL RACEWAYS THAT TURN UP INTO THE SLAB OR ELECTRICAL EQUIPMENT FROM UNDERGROUND SHALL BE RIGID GALVANIZED STEEL (RGS) WITH BITUMASTIC COATING FOR AT LEAST THE FINAL 18" IN LENGTH. THE USE OF NON-METALLIC CONDUIT ABOVE GRADE IS PROHIBITED. FLEXIBLE METAL CONDUIT AND LIQUIDTIGHT METAL CONDUIT (FMC & LFMC) SHALL NOT BE USED IN LENGTHS THAT EXCEED 6'-0" UNLESS SPECIFICALLY NOTED OTHERWISE, OR UNLESS A/E GRANTS WRITTEN PERMISSION. PANEL SCHEDULES AND FLOOR PLANS MAY INDICATE DEDICATED HOMERUNS FOR EACH BRANCH CIRCUIT. BRANCH CIRCUITS MAY BE GROUPED IN A COMMON HOMERUN WHERE THE HOMERUN DOES NOT EXCEED 3 PHASE CONDUCTORS, 3 NEUTRAL CONDUCTORS, AND 1 EQUIPMENT GROUND. THE HOMERUN RACEWAY SIZE AND CONDUCTOR SIZE SHALL BE INCREASED AS NECESSARY TO COMPLY WITH THE NEC FOR 40% MAXIMUM FILL AND DERATING REQUIREMENTS. WHERE A PHASE CONDUCTOR IS INCREASED IN SIZE DUE TO VOLTAGE DROP, THE EQUIPMENT GROUND CONDUCTOR SHALL BE INCREASED IN SIZE PROPORTIONATELY. PROVIDE ENGRAVED PLASTIC LAMINATE NAME TAGS ON EACH SWITCHBOARD, SWITCHGEAR, DISTRIBUTION PANEL, PANELBOARD, MOTOR CONTROL CENTER, SAFETY SWITCH, ENCLOSED CIRCUIT BREAKER, CABINET, STEP-DOWN TRANSFORMER, TRANSFER SWITCH, ETC., AND ANY OTHER MAJOR COMPONENT OF THE ELECTRICAL SYSTEM. PROVIDE ENGRAVED PLASTIC LAMINATE NAME TAGS FOR EACH DISTRIBUTION BREAKER OR BRANCH CIRCUIT BREAKER IN SWITCHGEAR, SWITCHBOARDS, MOTOR CONTROL CENTERS AND OTHER DISTRIBUTION EQUIPMENT. NAME TAG SHALL INCLUDE LOAD DESCRIPTION AND ROOM NUMBER FOR EACH LOAD SERVICE. IT IS THE INTENT THAT ALL DEVICE OUTLET BOXES (POWER AND SYSTEMS) BE FLUSH MOUNTED IN WALLS, CEILINGS OR FLOORS, AND JUNCTION BOXES FLUSH MOUNTED IN WALLS, CEILINGS, OR FLOORS, OR CONCEALED ABOVE ACCESSIBLE CEILINGS, AND NOT SURFACE MOUNTED, UNLESS SPECIFICALLY NOTED ON THE CONTRACT DRAWINGS, OR UNLESS A/E GRANTS WRITTEN PERMISSION. PROVIDE A REINFORCED CONCRETE PAD, SIZED 4" LARGER IN ALL DIRECTIONS THAN THE FOOTPRINT OF THE EQUIPMENT, AND 4" HIGH, FOR ALL FREESTANDING, FLOOR-MOUNTED ELECTRICAL EQUIPMENT. PROVIDE VIBRATION ISOLATORS AND/OR ANCHORS PER MANUFACTURER'S INSTRUCTIONS. MODIFY ALL LIGHT FIXTURE CATALOG NUMBERS AS REQUIRED TO COORDINATE WITH THE LIGHTING BRANCH CIRCUIT VOLTAGES INDICATED. COORDINATE THE CATALOG NUMBERS WITH THE EXACT FIXTURE MOUNTING AND TRIM REQUIRED BY THE CEILING IN WHICH EACH FIXTURE IS BEING INSTALLED. ALL LIGHT FIXTURES SHALL BE PROVIDED COMPLETE WITH LAMPS, UNLESS OTHERWISE NOTED. ALL EXIT LIGHTS, LIGHT FIXTURES INDICATED WITH UNSWITCHED CIRCUIT (NIGHTLIGHT N/L), EMERGENCY TWIN-HEAD FIXTURES WITH INTEGRAL BATTERY PACKS, AND BATTERY PACKS INTEGRAL TO LIGHT FIXTURES, SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING OR LIGHTING CONTROLS. PROVIDE UL WET LABEL OR IP67 RATED LIGHT FIXTURES FOR ALL FIXTURES LOCATED OUTSIDE OR IN PARKING GARAGES, IN SHOWERS, OR OPEN STRUCTURES. PROVIDE 0-DEGREE BALLASTS FOR EXTERIOR FLUORESCENT OR HID LIGHT FIXTURES. PROVIDE FUSING FOR ALL EXTERIOR LIGHT FIXTURES, OR FIXTURES IN PARKING GARAGES OR OPEN STRUCTURES. PROVIDE ALL TEMPORARY NORMAL LIGHTING, EMERGENCY LIGHTING AND EXIT SIGNAGE REQUIRED DURING THE PROJECT CONSTRUCTION PHASE. COORDINATE EXACT FOUNDATION AND/OR COMPACTING REQUIREMENTS FOR ALL POLE MOUNTED LIGHT FIXTURES WITH MANUFACTURER'S AND/OR INSTALLER'S STRUCTURAL ENGINEER. POLE BASES SHALL MEET OR EXCEED ALL WIND LOAD RATINGS, GUST FACTORS, IMPORTANCE FACTORS, ETC. REQUIRED BY NATIONAL AND/OR LOCAL CODES. SHOP DRAWINGS SHALL INCLUDES STRUCTURAL DRAWINGS FOR ALL POLE BASES, POLE, ASSEMBLY AND OVERTURN CALCULATIONS REQUIRED IN THIS PROJECT, SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE PROJECT STATE. PROVIDE PHONE/DATA OUTLET WITH 1" RACEWAY, AND 120V RECEPTACLE ON DEDICATED CIRCUIT ADJACENT TO EACH AIR HANDLING UNIT FOR CONTROL POWER. PROVIDE 120V DEDICATED CIRCUIT TO EACH AIR HANDLING UNIT WITH SEPARATE CONNECTIONS TO UNIT UV LIGHT, UNIT LIGHTS, UNIT RECEPTACLE, AND BI-POLAR IONIZATION FILTER WHERE PROVIDED. COORDINATE WITH DIVISION 23 SHOP DRAWINGS. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, CIVIL, LANDSCAPE, INTERIOR DESIGN, TECHNOLOGY, STRUCTURAL, AND KITCHEN EQUIPMENT DRAWINGS FOR RELATED INFORMATION AND ADDITIONAL INSTALLATION REQUIREMENTS TO BE PERFORMED AS PART OF THE WORK. PROVIDE AN OPERATING AND MAINTENANCE MANUAL TO OWNER PRIOR TO THE FINAL ACCEPTANCE. THE MANUAL SHALL INCLUDE, AS A MINIMUM, (1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. ALSO PROVIDE TWO OPERATIONS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS AND METHOD OF OPERATION FOR EQUIPMENT SHALL BE CLEARLY IDENTIFIED, AND THE NAME, PHONE NUMBER AND ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY. THIS PROJECT REQUIRES COORDINATION DRAWINGS BY THE CONTRACTOR. PARTICIPATE IN THE COORDINATION DRAWING PREPARATION PROCESS AND PROVIDE ALL NECESSARY INFORMATION REQUIRED TO COORDINATE ALL TRADE INFORMATION. WHERE STRUCTURAL WALLS ARE OF TILT-UP CONSTRUCTION, PROVIDE COORDINATION FOR EXACT DIMENSIONS AND OPENINGS REQUIRED FOR ALL ELECTRICAL COMPONENTS INSTALLED WITHIN TILT-UP WALLS DURING THE SHOP DRAWING REVIEW PROCESS OF THE TILT-UP WALLS, PRIOR TO MANUFACTURE OF THE TILT-UP WALLS. GENERAL: ELECTRICAL DEVICES, OUTLET BOXES, JUNCTION BOXES: IDENTIFICATION: CONDUCTORS: RACEWAYS: COORDINATION: MISCELLANEOUS CIRCUIT & INSTALLATION REQUIREMENTS: GROUNDING: PROVIDE A GROUND BUS BAR IN EACH ELECTRICAL ROOM AND TELECOMMUNICATIONS / IDF/ MDF ROOM FOR ALL NEW CONSTRUCTION AND NEW ROOMS IN EXISTING CONSTRUCTION, AND IN EXISTING CONSTRUCTION WHERE THERE IS NONE INSTALLED WITHIN AN EXISTING ROOM. TERMINATION PROVISIONS FOR ALL ELECTRICAL EQUIPMENT (PANELBOARDS, SWITCHBOARD, TRANSFORMERS, DISCONNECT SWITCHES, MOTOR CONTROLLERS, AUTOMATIC TRANSFER SWITCHES, ENCLOSED CIRCUIT BREAKERS, WIREWAYS, ETC.) SHALL BE LISTED AND IDENTIFIED FOR USE WITH MINIMUM 75 DEG. F CONDUCTORS IN ACCORDANCE WITH NEC. IT IS THE INTENT THAT ALL RACEWAYS BE CONCEALED IN WALLS, ABOVE CEILINGS, IN SLAB, OR BELOW SLAB UNLESS SPECIFICALLY NOTED OTHERWISE, OR UNLESS A/E GRANTS WRITTEN PERMISSION. WHERE RACEWAYS ARE INSTALLED IN SLABS, THE MINIMUM SPACING, MAXIMUM RACEWAY SIZE, AND ANY OTHER STRUCTURAL LIMITATIONS SHALL BE COORDINATED WITH THE STRUCTURAL DRAWINGS AND THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. ELECTRICAL EQUIPMENT: PROVIDE LABELS ON THE INSIDE OF EACH DEVICE COVERPLATE, IDENTIFYING THE PANEL(S)/ CIRCUIT NUMBER(S) DEVICE IS CONNECTED TO. PROVIDE NEATLY, HANDWRITTEN IDENTIFICATION ON THE EXTERIOR COVER OF ALL JUNCTION BOXES, PULLBOXES AND WIREWAYS, IDENTIFYING THE PANEL(S)/ CIRCUIT NUMBER(S) CONTAINED WITHIN. 2. 3. 4. 5. 6. 1. 8. 9. 10. 11. 12. 13. 14. 7. COORDINATE THE LOCATION OF ALL LIGHT FIXTURES, DEVICES AND BOXES WITH WINDOWS, MIRRORS, MILLWORK, CABINETS, GLASS CURTAIN WALLS, AND GLASS WALLS PRIOR TO INSTALLATION OF CONDUITS OR BOXES. REVIEW ALL CONTRACT DRAWINGS TO ASCERTAIN ANY CONFLICTS PRIOR TO BIDDING. OBTAIN CLARIFICATION FROM A/E PRIOR TO BID. CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR WORK REQUIRED TO RELOCATE OUTLET BOXES OR RACEWAYS FOR COORDINATION WITH OTHER TRADE'S WORK. 1. 2. 4. 3. 2. 3. 4. 5. 1. 2. 3. 4. 5. 1. 6. 7. BRANCH CIRCUITS SHALL BE INCREASED IN SIZE AS REQUIRED TO COMPENSATE FOR VOLTAGE DROP FROM LENGTH OF CIRCUIT DUE TO FIELD ROUTING. FINAL INSTALLATION SHALL NOT EXCEED A MAXIMUM OF 3% VOLTAGE DROP FOR BRANCH CIRCUITS. REFER TO VOLTAGE DROP TABLE BELOW FOR CONDUCTOR SIZES FOR BRANCH CIRCUITS: 120V (BASED ON 1500W LOAD) MIN. CONDUCTOR SIZE CIRCUIT LENGTH INCREASE FOR VOLTAGE DROP 0 FT - 70 FT #12 AWG 71 FT - 115 FT #10 AWG 116 FT - 180 FT #8 AWG 181 FEET AND LONGER: SUBMIT WIRE SIZE TO ENGINEER OF RECORD FOR WRITTEN APPROVAL. 277V (BASED ON 4155W LOAD) MIN. CONDUCTOR SIZE CIRCUIT LENGTH INCREASE FOR VOLTAGE DROP 0 FT - 140 FT #12 AWG 141 FT - 220 FT #10 AWG 221 FT - 350 FT #8 AWG 5. PROVIDE A PERMANENT SIGN ON THE MAIN ELECTRICAL ROOM DOOR TO THE BUILDING STATING THAT THE MAIN SERVICE DISCONNECTING MEANS IS LOCATED INSIDE. RECEPTACLES OR JUNCTION BOXES FOR ELECTRIC WATER COOLERS SHALL BE LOCATED DIRECTLY BEHIND ELECTRIC WATER COOLER, CONCEALED FROM DIRECT VIEW. RECEPTACLES SHALL BE GFCI TYPE. JUNCTION BOXES FOR HARD-WIRED CONNECTION TO EWC SHALL BE CIRCUITED TO GFCI PROTECTED CIRCUIT BREAKER IN PANELBOARD. PROVIDE HACR RATED CIRCUIT BREAKER FOR ALL HVAC EQUIPMENT.6. INCLUDE IN BID ALL COSTS ASSOCIATED WITH TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR USE BY ALL TRADES DURING CONSTRUCTION. REMOVE TEMPORARY POWER AT THE COMPLETION OF THE PROJECT. OBTAIN AND PAY FOR ALL REQUIRED PERMITS FOR TEMPORARY POWER. ENGINEER OF RECORD SHALL BE PROVIDED WITH ADDITIONAL COMPENSATION FROM THE CONTRACTOR WHERE SIGNED & SEALED DRAWINGS ARE REQUESTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD IF REQUIRED BY THE AHJ FOR THE TEMPORARY POWER. 10.CONTRACTOR IS TO SUBMIT FOR APPROVAL TO THE ENGINEER OF RECORD FINAL COORDINATED SETTINGS REQUIRED FOR MAIN CIRCUIT BREAKER AND ALL DOWNSTREAM ADJUSTABLE OVERCURRENT PROTECTIVE DEVICES, BASED ON SELECTED EQUIPMENT MANUFACTURER. THE INFRASTRUCTURE FOR THE ACCESS CONTROL/ CCTV OR SECURITY ELECTRONICS SYSTEM (CONDUITS, ELECTRICAL BOXES) SHALL BE INSTALLED BY DIVISION 26. THE ACCESS CONTROL/ CCTV OR SECURITY ELECTRONICS SYSTEM CONTRACTOR SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SYSTEM AND ALL REQUIRED EQUIPMENT. INSTALLATION OF THE CONDUITS AND ELECTRICAL BOXES SHALL BE UNDER THE DIRECT SUPERVISION OF THE ACCESS CONTROL/ CCTV SYSTEM CONTRACTOR. COORDINATE EXACT LOCATIONS OF DEVICES, RACEWAY LOCATIONS, SIZES AND QUANTITY, CONDUIT STUB-UPS PRIOR TO ROUGH IN. THE INFRASTRUCTURE FOR THE VOICE/DATA TELECOMMUNICATIONS SYSTEM (CONDUITS, ELECTRICAL BOXES) SHALL BE INSTALLED BY DIVISION 26. THE TELECOMMUNICATIONS CONTRACTOR SHALL PROVIDE AND INSTALL THE WIRE AND CABLE FOR THE SYSTEM AND ALL REQUIRED EQUIPMENT AND COMPONENTS. INSTALLATION OF THE CONDUITS AND ELECTRICAL BOXES SHALL BE UNDER THE DIRECT SUPERVISION OF THE TELECOMMUNICATIONS CONTRACTOR. COORDINATE EXACT LOCATIONS OF DEVICES, RACEWAY LOCATIONS, SIZES AND QUANTITY, CONDUIT STUB-UPS PRIOR TO ROUGH IN. PROVIDE A PERMANENT LABEL ON ALL PANELBOARDS, SWITCHBOARDS, SWITCHGEAR, MOTOR CONTROLS CENTERS AND DISTRIBUTION PANELS STATING "DO NOT WORK ON EQUIPMENT WHILE ENERGIZED. LOCK-OUT TAG-OUT REQUIRED". 8. PROVIDE AFCI PROTECTION TO COMPLY WITH NEC IN ALL GUEST ROOMS AND GUEST SUITES WITH PROVISIONS FOR COOKING, IN ALL DWELLING UNITS, APARTMENTS AND CONDOMINIUMS. 7. 4. 5. 6. 7. 8. 9. 10.ALL EXTERIOR RECEPTACLES OR RECEPTACLES LOCATED IN AREAS SUBJECT TO MOISTURE (PARKING GARAGE, WASHDOWN AREAS IN KITCHEN, ETC) SHALL BE GFCI TYPE. ALL EXTERIOR RECEPTACLES SHALL BE PROVIDED WITH CAST METAL, IN-USE COVER UNLESS NOTED OTHERWISE. ALL PANELBOARDS OR DISCONNECT SWITCHES LOCATED IN KITCHEN AREAS SHALL BE STAINLESS STEEL (COVER AND DOOR WHERE PANEL IS FLUSH MOUNTED, PANEL BOX, COVER & DOOR WHERE SURFACE MOUNTED). 8. 11.ALL RECEPTACLES LOCATED IN KITCHENS, BATHROOMS OR WITHIN 6' OF THE INSIDE FACE OF A SINK, IN MECHANICAL ROOMS, JANITOR CLOSETS, ELEVATOR SHAFTS, ELEVATOR SUMP PUMP, AND ELEVATOR EQUIPMENT ROOMS SHALL BE GFCI TYPE OR GFCI PROTECTED. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. PROVIDE SEAL OFF FITTINGS, APPROVED FOR SUCH USE, WHERE RACEWAYS PENETRATE BETWEEN A DRY, CONDITIONED ENVIRONMENT AND THE EXTERIOR OR WET ENVIRONMENTS SUCH AS WALK-IN COOLERS OR FREEZERS, KITCHEN WASH-DOWN AREAS, ETC. 2. 3. 1. PROVIDE SURGE PROTECTION DEVICE FOR ALL MAIN SERVICE EQUIPMENT, PANELBOARDS SERVING SENSITIVE ELECTRONIC EQUIPMENT (DATA RACKS) OR COMPUTERS, LIGHTING PANELS SERVING EXTERIOR LIGHTING, POWER CIRCUITS OR LOW VOLTAGE (FIRE ALARM, TELECOMMUNICATIONS) EXITING THE BUILDING. PROVIDE MINIMUM 30A/3P BREAKER IN PANELBOARDS AND 60A/3P DISTRIBUTION PANEL OR SWITCHBOARD, UNLESS OTHERWISE NOTED, OR PER THE SPD MANUFACTURER'S RECOMMENDATIONS FOR SURGE PROTECTION DEVICE. 9. 12.ALL RECEPTACLES LOCATED IN DAY CARES, PEDIATRIC CLINICS OR AREAS, AND OTHER AREAS AS REQUIRED BY NEC REQUIREMENTS FOR EDUCATIONAL FACILITIES SHALL BE TAMPERPROOF. 4. 7. 8. 9. 10. 11. 12. 2. 3. 1. 14. 1. 2. 3. 4. 5. 6. FIRE ALARM SYSTEM NOTES WHERE THERE IS NO EMERGENCY GENERATOR/ LIFE SAFETY DISTRIBUTION BRANCH AVAILABLE, PROVIDE INTEGRAL BATTERY PACKS, RATED FOR A MINIMUM OF 90 MINUTES, FOR FIXTURES SHOWN WITH SOLID SHADING AND/OR WITH "E" AFTER FIXTURE TAG, AND FOR ALL EXIT LIGHTS, OR UNLESS OTHERWISE NOTED. 15. REFER TO LIGHT FIXTURE SCHEDULE FOR LIGHT FIXTURE TYPES, DESCRIPTIONS, CATALOG NUMBERS AND ADDITIONAL INFORMATION PERTINENT TO THE LIGHT FIXTURE OR INSTALLATION THEREOF. 16. HEAT DETECTORS SHALL BE LOCATED WITHIN 24" OF SPRINKLER HEADS LOCATED IN THE ELEVATOR MACHINE ROOM AND ALL HOISTWAY SPRINKLER HEADS LOCATED 24" ABOVE THE ELEVATOR PIT FLOOR. THESE HEAT DETECTORS SHALL HAVE BOTH A LOWER TEMPERATURE RATING AND HIGHER SENSITIVITY THAN THE SPRINKLER HEADS. HEAT DETECTORS SHALL OPEN THE MAIN DISCONNECT/POWER SUPPLY TO THE ELEVATOR CONTROLLER. CONTROL CIRCUITS TO SHUT OFF ELEVATOR POWER SHALL BE MONITORED BY THE FIRE ALARM CONTROL PANEL. CONTROL MODULE SHALL BE WITHIN 3 FEET OF THE ELEVATOR CONTROLLER. 26. SMOKE DETECTORS LOCATED IN ELEVATOR LOBBIES, ELEVATOR HOISTWAYS AND ELEVATOR MACHINE ROOMS SHALL INITIATE ELEVATOR RECALL, ACTIVATE ELEVATOR WARNING LIGHTS AND CAUSE SEPARATE AND DISTINCT VISIBLE ANNUNCIATION AT THE FIRE ALARM CONTROL PANEL AND FIRE ALARM ANNUNCIATORS. 25.ACTIVATION OF ANY SMOKE DETECTOR IN THE ELEVATOR LOBBY OF THE DESIGNATED PRIMARY RECALL LEVEL OR ELEVATOR MACHINE ROOM SHALL ACTIVATE ALTERNATE LEVEL RECALL. 31. 32. 33. PROVIDE AN ADDRESSABLE FIRE ALARM SYSTEM PER NFPA AND ALL STATE AND LOCAL CODE REQUIREMENTS. COMPLY WITH NFPA 72 AND ADA REQUIREMENTS. STATE CERTIFIED AND LICENSED FIRE ALARM CONTRACTOR SHALL PREPARE AND SUBMIT SIGNED AND SEALED DRAWINGS FOR THE LOCAL AUTHORITY HAVING JURISDICTION/ FIRE MARSHALL. 34. FIELD VERIFY LOCATION OF AREA SMOKE DETECTORS AND HEAT DETECTORS. DO NOT LOCATE WITHIN 36" OF AN HVAC DIFFUSER (SUPPLY OR RETURN), IN DIRECT AIR FLOW PATH, OR WITHIN 36" OF A SPRINKLER HEAD UNLESS NOTED OTHERWISE. SMOKE DETECTORS FOR DOOR RELEASE SHALL BE LOCATED ON THE CENTERLINE OF THE DOOR AND A MAXIMUM OF FIVE FEET FROM THE DOOR. THE MINIMUM DISTANCE FROM THE DOOR SHALL BE THE DEPTH OF THE WALL SECTION ABOVE THE DOOR, BUT NOT LESS THAN 12". 36. PROVIDE LABELS FOR REMOTE ALARM INDICATORS FOR DUCT MOUNTED SMOKE DETECTORS (I.E., AHU-1 SUPPLY, AHU-2 RETURN, FIRE/SMOKE DAMPER, ETC.). DUCT DETECTORS SHOULD BE LOCATED WITHIN 6 TO 10 EQUIVALENT DIAMETERS OF STRAIGHT, UNINTERRUPTED DUCTWORK. DUCT DETECTORS FOR FIRE/SMOKE DAMPERS SHOULD BE LOCATED BETWEEN THE LAST INLET OR OUTLET UPSTREAM OF THE DAMPER AND THE FIRE INLET OR OUTLET DOWNSTREAM OF THE DAMPER, AND WITHIN FIVE FEET OF THE FIRE/SMOKE WALL. EQUIPMENT SHUT DOWN FIRE ALARM RELAYS SHALL BE LOCATED WITHIN THREE (3) FEET OF THE EQUIPMENT CONTROLS AND THE WIRING TO THE RELAY SHALL BE MONITORED BY THE FIRE ALARM SYSTEM. FOR EACH FIRE/SMOKE DAMPER, INTERLOCK WITH FIRE ALARM CONTROL PANEL TO CLOSE FIRE/SMOKE DAMPER AND TO CONTROL THE ASSOCIATED MECHANICAL UNIT PER THE MECHANICAL SEQUENCE OF OPERATIONS, UNLESS NOTED OTHERWISE. WHERE THERE IS A DISCREPANCY BETWEEN ABOVE GENERAL NOTES AND SPECIFICATIONS, WHERE APPLICABLE, SPECIFICATIONS SHALL BE FOLLOWED PROVIDE REQUIRED IDENTIFICATION PER ANSI STANDARDS, NEC REQUIREMENTS, AND OWNER'S PUBLISHED DESIGN STANDARDS WHERE APPLICABLE. 9. COORDINATE LIGHT FIXTURE TRIM TYPE AND FINISH COLOR WITH ARCHITECT PRIOR TO ORDERING. FOR PROJECTS WITH AN ELEVATOR, THE ELEVATOR CONTROL PANEL SHALL HAVE TWO SIGNALS FROM THE FIRE ALARM CONTROL PANEL/ ASSOCIATED SMOKE DETECTORS - ONE FROM THE "DESIGNATED FLOOR" SMOKE DETECTOR AND ANOTHER COMBINED SIGNAL FROM THE SMOKE DETECTORS AT THE OTHER LOBBY LANDINGS AND IN THE ELEVATOR EQUIPMENT ROOM. NOTIFICATION DEVICES SHALL BE ADDRESSABLE ELECTRIC-VIBRATING-POLARIZED HORNS, SELECTABLE FOR HIGH OR LOW dBA OUTPUT. THEY SHALL HAVE A SOUND PRESSURE LEVEL OF 90dBA MEASURED 10 FEET FROM HORN, USING CODED SIGNAL PER NFPA 72. 35. 13. GENERAL SPECIFICATIONS: 15. ALL WORK AND EQUIPMENT UNDER THIS DIVISION SHALL BE IN STRICT COMPLIANCE WITH THE CODES, STANDARDS AND PRACTICES LISTED HEREIN: A.LIFE SAFETY CODE, NFPA 101. B. UNDERWRITERS LABORATORIES, INC. (UL) PUBLICATIONS. C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). D. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). E. NATIONAL ELECTRICAL CODE (NEC), 2014 EDITION. F. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE). G. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA). H. REQUIREMENTS OF LOCAL POWER COMPANY. I. THE AMERICANS WITH DISABILITIES ACT (ADA). J. OWNER'S PUBLISHED DESIGN STANDARDS. K. 2015 INTERNATIONAL BUILDING CODE. L. 2015 INTERNATIONAL ENERGY CONSERVATION CODE. M. 2015 INTERNATIONAL FIRE CODE. N. 2015 INTERNATIONAL FUEL GAS CODE. O. 2015 INTERNATIONAL EXISTING BUILDING CODE. P. 2015 INTERNATIONAL MECHANICAL CODE. Q. 2015 INTERNATIONAL PLUMBING CODE. R. 2015 INTERNATIONAL PROPERTY MAINTANENCE CODE. S. 2015 INTERNATIONAL RESIDENTIAL CODE. T. 2007 CONSTRUCTION NOISE ORDINANCE. 1. APPLICABLE CODES 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:55:21 PME00-02 ELECTRICAL GENERAL NOTES 09/18/2018 17008.0000 09.18.2018 E00-02ELECTRICAL GENERAL NOTES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. REVISIONS J J J J J TRAVIS STREET HAMMOND STREETOLD TOWN PUBLIC PARKING GARDEN GROVE BLACK BOX MULTI-PURPOSE STUDIO GALLERY FIRE LANE STAFF/PERFORMER PARKING & LOADINGLOADINGXFRM EXISTING ZONING: PD-250R8-H ZONING: PD-250R-HZONING: PD-250R23-HGENTRASHS 01O 46' 21" E 287.14'N 88O 13' 39" E 417.32' S 85O 31' 05" W 424.60'N 00O 30' 09" W 307.29'ALLEYHALL COMMON AREA LOT 1XF.F.E. = 518.30'R.O.W. DEDICATIONR.O.W. DEDIC ATION 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 3/4000 200KW GENERATOR 108"L x 40"W x 108"H UTILITY TRANSFORMER P1 P1 P1 P1 P1 P1 P1 P1 HL2A-21 EW EW EW EW USUS USUS USUS USUS ES ES ES ES EC EC EC EC EC EC WP2 WP3WP3WP3WP3HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-23 HL2A-21 HL2A-21 HL2A-21 HL2A-21 EW HL2A-21 HL2A-21 HL2A-21 HL2A-21 HL2A-21 T 277/12V TRANSFORMER CONCEAL FROM VIEW OF GUESTS EHL1A-5 EHL1A-5 EHL1A-5 EHL1A-5 EHL1A-5 EHL1A-5 EHL1A-5 EHL1A-5 HL2A-21 HL2A-21 HL2A-21 HL2A-21 HL2A-21 HL2A-21 E05-01 3 ATS-EHL EHL1A-3EHL1A-3EHL1A-3EHL1A-3EHL1A-3 EHL1A-3 WP2 EHL1A-3 WP2 EHL1A-3 WP2 EHL1A-3 WP2 EHL1A-3 WP2 1b 1a 1a1b 1c 2 1 2 WP WP WP LR1B-2,4,6 LR1A-28 3 LR1A-28 UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY 7 5 4 6 1 1 1 9 8 9 1 WP LR1G-61 FP FP T 277/12V TRANSFORMER CONCEAL FROM VIEW OF GUESTS EHL1A-5 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:55:41 PME01-01 ELECTRICAL SITE PLAN 09/18/2018 17008.0000 09.18.2018 E01-01ELECTRICAL SITE PLAN2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/16" = 1'-0"1 SITE PLAN - ELECTRICAL N ALL BASE BID EXTERIOR LIGHTING CIRCUITS TO BE ROUTED THROUGH LIGHTING CONTROL PANEL IN MAIN ELECTRICAL ROOM AND CONTROLLED BY TIMECLOCK AND PHOTOCELL. ALL LIGHTING ALTERNATES ARE TO BE SEPERATE LINE ITEMS FOR PRICING. DO NOT INCLUDE IN BASE BID NUMBER. ALL LIGHTING FIXTURES LABELED AS UTILITY TO HAVE POLES AND LIGHTS PROVIDED AND INSTALLED BY UTILITY COMPANY. GENERAL CONTRACTOR TO PROVIDE RACEWAY AND POLE BASE. COORDINATE WITH UTILITY COMPANY INSTALLATION REQUIREMENTS. GENERAL NOTES: 1. 2. 3. PROVIDE WEATHER RESISTANT IN-GRADE PULL BOX WITH (1) 120V, 20A CIRCUIT FOR CONNECTION TO POLE MOUNTED SECURITY CAMERA. BASIS OF DESIGN: L-COM #NBV553. CAMERA TO BE INSTALLED IN THE EVENT THAT ALTERNATE #1 IS APPROVED. PROVIDE WEATHER RESISTANT IN-GRADE PULL BOX WITH (3) 120V, 20A CIRCUITS FOR CONNECTION TO GAZEBO. BASIS OF DESIGN: L-COM #NBV553. RECEPTACLES SERVING GAZEBO TO BE INSTALLED IN THE EVENT THAT ALTERNATE #3 IS APPROVED. POLE MOUNTED SECURITY CAMERA. CAMERA TO BE INSTALLED BY OTHERS. COORDINATE HEIGHT AND CONNECTION REQUIREMENTS WITH SECURITY VENDOR. REFER TO TECHNOLOGY DRAWINGS FOR ADDITIONAL INFORMATION. ONCOR TO PROVIDE POWER PEDESTAL WITH PHOTOCELL, TIMECLOCK, AND METER FOR CITY USE. CONFIRM ONCOR IS PROVIDING 277V FOR USE. APPROXIMATE LIGHT POLE LOCATION. PROVIDE POLE BASE, PREPARED TO ACCEPT LIGHT POLE PROVIDED BY ONCOR. COORDINATE WITH ONCOR FOR BOLT LAYOUT PATTERN, FINAL LOCATION, AND SIZING REQUIREMENTS. PROVIDE EMPTY 1" RACEWAY WITH PULL STRING FOR USE BY ONCOR. RACEWAY SIZED FOR (1) HOMERUN CIRCUIT USING #8 CONDUCTORS. KEY NOTES: 1 2 ALTERNATE #2 - GARDEN. a. (4) TYPE "ES" FIXTURES, RACEWAY AND CIRCUIT. b. (8) TYPE "US" FIXTURES, TRANSFORMER, RACEWAY AND CIRCUIT. c. (5) TYPE "EW" FIXTURES, RACEWAY AND CIRCUIT. ALTERNATE #3 - GAZEBO. PROVIDE (6) TYPE "EC" IN GROUND MOUNTED FIXTURES, RACEWAY AND CIRCUIT. LIGHTING ALTERNATES BY KEY NOTE: 1 2 3 APPROXIMATE LIGHT POLE LOCATION. PROVIDE POLE BASE, PREPARED TO ACCEPT LIGHT POLE PROVIDED BY ONCOR. COORDINATE WITH ONCOR FOR BOLT LAYOUT PATTERN, FINAL LOCATION, AND SIZING REQUIREMENTS. PROVIDE EMPTY 1 1/4" RACEWAY WITH PULL STRING FOR USE BY ONCOR. RACEWAY SIZED FOR (2) HOMERUN CIRCUITS USING #8 CONDUCTORS. APPROXIMATE LIGHT POLE LOCATION. PROVIDE POLE BASE, PREPARED TO ACCEPT LIGHT POLE PROVIDED BY ONCOR. COORDINATE WITH ONCOR FOR BOLT LAYOUT PATTERN, FINAL LOCATION, AND SIZING REQUIREMENTS. PROVIDE EMPTY 1" RACEWAY WITH PULL STRING FOR USE BY ONCOR. RACEWAY SIZED FOR (1) HOMERUN CIRCUIT USING #8 CONDUCTORS. CONDUCTORS TO BE ROUTED THROUGH 1 1/4" RACEWAY DESCRIBED IN KEY NOTE 6. APPROXIMATE RACEWAY ROUTE FOR PRIMARY UTILITY SERVICE TO TRANSFORMER. PROVIDE (4) EMPTY RACEWAYS WITH PULL ROPE FOR USE BY UTILITY COMPANY. CONDUCTORS PROVIDED BY ONCOR. COORDINATE RACEWAY INSTALLATION WITH ONCOR REQUIREMENTS. APPROXIMATE RACEWAY ROUTE FOR SECONDARY SERVICE TO ATS AND BUILDING SWITCHGEAR MDP. REFER TO ONELINE FOR QUANTITY AND SIZES OF RACEWAY AND CONDUCTORS. 6 7 4 5 HALL M.P. B.B. 8 9 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 MULTI-PURPOSE 111 LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 WRR 113 JAN 129 MRR 125 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 TICKET 107 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 STAGE 135 APRON 134 SLL 133 DRESSING 156 SLL 153 DRESSING 154 ALCOVE 112 LOBBY 110 SLL 152 ALCOVE 126 STOR 127 TOILET 157 UTILITY 158B TOILET 155 TOILET 142 DRESSING 143 DRESSING 141 MECHANICAL 118 STORAGE 139 PIANO 140 STOR 145 TOILET 144 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 CORRIDOR 138 CORRIDOR 146 PREFUNCTION 102 CONCESSION 103 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 PREFUNCTION 101 DATA 115 EMERG. ELEC. 114 VEST 110B STORAGE 158A STAGING 147 TOILET 123 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B LIFT LOBBY 105A CORRIDOR 130 35 34 3420 30 3029282521 3212117 6 64 2 21 Z Z X X BB-C BB-B BB-A J J F F D D C C G G B B A A DLTH1AHM1A DLR1A LR1D LR1F CL CL E05-01 1 LR1G 26 W Y Y 31272223 24 19139 8 K M P 10 T T R R N L L H T7 T8 T3 DLAV1AIG E05-01 2 BB-1 BB-2 53 14 18 Q MDP G T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:56:01 PME02-01 ELECTRICAL FLOOR PLAN - MAIN LEVEL - POWER 09/18/2018 17008.0000 09.18.2018 E02-01ELECTRICAL FLOOR PLAN - MAIN LEVEL - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 01 FLOOR PLAN - MAIN LEVEL - POWER OVERALL N HALL M.P. B.B. REVISIONS JJFFFSFS FSFFFS J J J J J J J MULTI-PURPOSE 111 JAN 129 ALCOVE 112 LOBBY 110 ALCOVE 126 VEST 110B 7 6421 J F D C G B A 1 (2) 4" EMPTY CONDUIT SLEEVES FOR BRANCH CIRCUIT USE @ 25'-6" AFF (2) 4" EMPTY CONDUIT SLEEVES FOR TELE/DATA USE @ 25'-6" AFF 1 DOOR CONTROLS DOOR CONTROLS LR1G 8 H DPAV-1 IG DPAV-3 IG DPAV-5 IG DPAV-7 IG LR1B-1 LR1B-1 LR1B-1 LR1B-1 LR1B-1 LR1B-3 LR1B-3 LR1B-3 LR1B-3 LR1B-3 LR1B-5 LR1B-5 LR1B-15 LR1B-15 LR1B-39 LR1B-39 SHADE CONNECTION SHADE CONNECTION SHADE CONNECTION LR1B-9 LR1B-9 LR1B-9 3 2 OVERHEAD PROJECTOR LR1B-11 MOTORIZED SCREEN LR1B-13 3 3 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:56:14 PME02-01A ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - POWER 09/18/2018 17008.0000 09.18.2018 E02-01AELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT A - POWER FLUSH MOUNTED FLOOR BOX. PROVIDE 3/4" CONDUIT FOR POWER AND 1" CONDUIT FOR TELE/DATA. ROUTE CONDUITS TO NEAREST WALL AND STUB 6" ABOVE ACESSIBLE CEILING. BASIS OF DESIGN: WIREMOLD RFB4. APPROXIMATE LOCATION OF SHADE CONTROL SWITCH. COORDINATE FINAL LOCATION AND ELEVATION WITH ADJACENT CONTROLS DEVICES LOCATED IN THE SAME WALL AREA. INSTALL PER MANUFACTER RECOMMENDATIONS. APPROXIMATE LOCATIONS FOR OVER HEAD PROJECTOR AND MOTORIZED SCREEN CONTROLS. COORDINATE FINAL LOCATION AND ELEVATION WITH ADJACENT CONTROLS DEVICES LOCATED IN THE SAME WALL AREA. PROVIDE INTERCONNECTION OF DEVICES PER MANUFACTURE RECOMMENDATIONS . COORDINATE WITH A/V FOR FINAL CONNECTION REQUIREMENTS. KEY NOTES: 1 N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 2 3 HALL M.P. B.B. REVISIONS J FS FS FSFS FS F FS FSFLOBBY 100 VEST 100A OFFICE 106 OFFICE 108 SLL 150 LIFT 105B STOR 104 SLL 151 TICKET 107 PREFUNCTION 102 CONCESSION 103 PREFUNCTION 101 LIFT LOBBY 105A 353420302928252132121176 J G CL 1 DOOR CONTROLS TV +72"+80"+80"+80"LR1G-3LR1G-3LR1G-326 248 K H LR1B-15 LR1B-15 LR1B-15 BB-1 BB-2 LR1G-5LR1G-5LR1G-5LR1B-23LR1B-23LR1B-27 LR1B-27 LR1B-27 LR1B-27 LR1B-25 LR1B-25 LR1B-25 LR1B-25 FAAP GAAP 2 LR1B-39 1 3 3 14 18 DPAV-56 TOP OF VESTIBULE 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:56:24 PME02-01B ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - POWER 09/18/2018 17008.0000 09.18.2018 E02-01BELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 CODUIT STUB UP FOR ELECTRICAL DEVICES. COORDINATE STUB UP LOCATION AND ROUTING OF CONDUITS WITHIN THE MILLWORK WITH THE MILLWORK INSTALLER. PROVIDE 3/4" CONDUIT FOR POWER AND 1" CONDUIT FOR TELE/DATA. ROUTE CONDUITS TO NEAREST WALL AND STUB 6" ABOVE ACESSIBLE CEILING. PROVIDE THE NECESSARY CONDUITS IN THE SLAB FOR LIGHTING, POWER, AND FIRE ALARM SERVING THE ENTRY VESTIBULE. CEILING MOUNTED SECURITY CAMERA. CAMERA TO BE INSTALLED BY OTHERS. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH SECURITY VENDOR. REFER TO TECHNOLOGY DRAWINGS FOR ADDITIONAL INFORMATION. KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT B - POWER N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 2 3 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 JF FS FS FSF FS F FS FS F F F F FFS FS FF FFFS F HH HJ FSTS WRR 113 JAN 129 MRR 125 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 ALCOVE 112 ALCOVE 126 STOR 127 MECHANICAL 118 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 DATA 115 EMERG. ELEC. 114 TOILET 123 CORRIDOR 130 6421 X J DLR1A DLTH1A HM1A E05-01 1 USBUSBUSB USB USBUSBMICROWAVE COFFEE WPWP 1 DOOR CONTROLS +58"LR1G LR1G-2MS-2 MS-1 OU-3 OU-2 OU-1 CU-1CU-2CU-3 CU-4 MS-3 Y K M P T R N L T7 T8 T3LR1A-1LR1A-1LR1A-1LR1A-1 LR1A-1 LR1A-1 LR1A-3LR1A-3LR1A-3 LR1A-3 LR1A-5 LR1A-5 LR1A-5LR1A-4LR1A-2LR1A-7LR1A-5 LR1A-5LR1A-5LR1A-5LR1A-3LR1A-3LR1A-3LR1A-6LR1A-6LR1A-6LR1A-9LR1A-9 LR1A-6LR1A-6LR1A-12LR1A-8 LR1A-11LR1A-10 LR1A-9LR1A-9LR1A-13 LR1A-9 DLAV1AIG E05-01 2 ELL1A EHL1A LR1A-42LR1A-42WP 3 P,3 2 2 LR1B-39 OU-4 MS-4 REFRIG LR1A-15 53 Q U.C. ICE MAKER T9 MDP 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:56:35 PME02-01C ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - POWER 09/18/2018 17008.0000 09.18.2018 E02-01CELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 4" CONDUIT SLEEVES FOR ELECTRICAL AND TELE/DATA USE TO CROSS OVER TO MULTI-PURPOSE ROOM 111. PROVIDE PILOT LIGHT 3-WAY SWITCH WITH PERMANANT LABEL "DRESSING ROOM RECEPTACLES". PROVIDE 3-WAY SWITCH IN ROOM WHERE RECEPTACLES ARE BEING CONTROLLED. SWITCHES TO CONTROL RELAY CONTACTOR THAT TURNS ON/OFF INDICATED RECEPTACLES. PROVIDE RELAY ENCLOSURE AND CONTACTORS ABOVE ACCESSIBLE CEILING. KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT C - POWER N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 2 HALL M.P. B.B. REVISIONS J J JJFFSFFSF F FS FS FSFSFSFSFFF FSFFSFSFSFSFS R FSFSFS HHHHHFS FS J J FF HOFFICE 106 OFFICE 108 TICKET 107 STAGE 135 APRON 134 SLL 133 TOILET 142 DRESSING 143 DRESSING 141 STORAGE 139 PIANO 140 STOR 145 TOILET 144 CORRIDOR 138 CORRIDOR 146 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B CORRIDOR 130 20 252112117 6 Z Z X X BB-C BB-B BB-A J J CL 1 DOOR CONTROLS DOOR CONTROLS DOOR CONTROLS DOOR CONTROLS 1 11 IG DPAV-17 IG DPAV-21 IG DPAV-25IGDPAV-23IG+61"LR1G-2LR1G-2+57" LR1G-4 AUDIO COMPANY SWITCH NF 200AR1 DLAV1AIG-1,3,5 26 Y Y 22 23 24 19139 8 K M P 10 T R N L T7 T8 T3 +61"DPAV-13IGLR1B-15 DPAV-15IGDPAV-19LR1B-15 LR1C-1LR1C-1LR1C-17 LR1C-15 LR1C-13 LR1C-11 LR1C-9 LR1C-7 LR1C-5 LR1C-5 LR1C-5 LR1C-5LR1C-29 LR1C-27 LR1C-25 LR1C-23 LR1C-21 LR1C-19LR1C-5LR1C-1LR1C-5LR1C-3LR1C-5LR1C-3LR1C-3 LR1C-1 LR1C-1LR1D-1 LR1D-1 LR1D-1 LR1D-1 LR1A-17 LR1A-17 LR1A-17 LR1A-17 BB-1 LR1B-17LR1B-17 LR1B-17LR1B-17LR1B-21LR1B-21LR1B-21LR1B-21 LR1E-19LR1E-19 LR1E-19 LR1E-19 LR1E-19LR1E-19LR1B-39 LR1B-41 LR1B-41 LR1B-39 2 3 P,3 2 3 P,3 LR1C-3 LR1C-3 LR1C-3VAV-4 14 18 Q 1 11 +57" LR1G-4 1 T9 DLTH1A-8,10,12 NF 100AR 1 RIGGING MOTOR CONTROL 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:56:47 PME02-01D ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - POWER 09/18/2018 17008.0000 09.18.2018 E02-01DELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 FLUSH MOUNTED FLOOR BOX. PROVIDE 3/4" CONDUIT FOR POWER AND 1" CONDUIT FOR TELE/DATA. ROUTE CONDUITS TO NEAREST WALL AND STUB 6" ABOVE ACESSIBLE CEILING. BASIS OF DESIGN: WIREMOLD EVOLUTION SERIES EFB4/5. PROVIDE PILOT LIGHT 3-WAY SWITCH WITH PERMANANT LABEL "DRESSING ROOM RECEPTACLES". PROVIDE 3-WAY SWITCH IN ROOM WHERE RECEPTACLES ARE BEING CONTROLLED. SWITCHES TO CONTROL RELAY CONTACTOR THAT TURNS ON/OFF INDICATED RECEPTACLES. PROVIDE RELAY ENCLOSURE AND CONTACTORS ABOVE ACCESSIBLE CEILING. KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT D - POWER N 2 REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 J F FS FSFS FSFS F F FFF FFSFF FFFS FSHFS FS HHJ J J SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 DRESSING 156 SLL 153 DRESSING 154 SLL 152 TOILET 157 UTILITY 158B TOILET 155 CORRIDOR 146 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 STORAGE 158A STAGING 147 LIFT LOBBY 105A 3430292832 X BB-C BB-B BB-A J LR1D LR1F USB USB USBUSBUSB USB WP WP EWC COMPRESSOR DOOR CONTROLS +61"+70"LR1G-1LR1G-1+61"+61"LR1G-1LR1G-1IGDPAV-4IGDPAV-6IG DPAV-8 IG DPAV-2 IGDPAV-14IGDPAV-12IGDPAV-10CU-6 CU-7 CU-5 26 W Y 3127 K M P N T7 T8 T3 33 LR1D-3 LR1D-3 LR1D-5 LR1D-5 LR1D-11 LR1D-9 LR1D-11 LR1D-11 LR1D-15 LR1D-15 LR1D-13 LR1D-13 LR1D-33 LR1D-31 LR1D-29 LR1D-27 LR1D-25 LR1D-19 LR1D-23 LR1D-21 LR1D-19 LR1D-19 LR1D-17 LR1D-17 LR1D-6 LR1D-4 LR1D-2 LR1D-41 LR1D-17 LR1D-39 LR1D-37 LR1D-35 LR1D-19LR1D-19LR1D-19LR1D-17LR1D-17LR1D-13LR1D-13LR1D-15LR1D-15LR1D-13LR1D-9LR1D-11LR1D-5LR1D-3LR1D-3LR1D-3LR1D-5LR1D-9 LR1D-9 BB-1 BB-2 LR1D-42LR1D-42LR1B-23 LR1B-23 LR1B-23LR1B-23LR1F-9 LR1F-9 LR1F-9 LR1F-9LR1F-9LR1F-9LR1F-9LR1F-9MOTOR DISCONNECT CAB LIGHT DISCONNECT 30AR 30AF 1 30AR 15AF 1 LR1B-29,31,33 LR1B-35 LR1B-41 LR1D-73 1P,31 P,3 3 OU-5LR1D-17LR1F-35LR1F-37,39,41WASHER DRYERLR1B-37Q T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:57:00 PME02-01E ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - POWER 09/18/2018 17008.0000 09.18.2018 E02-01EELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PROVIDE PILOT LIGHT 3-WAY SWITCH WITH PERMANANT LABEL "DRESSING ROOM RECEPTACLES". PROVIDE 3-WAY SWITCH IN ROOM WHERE RECEPTACLES ARE BEING CONTROLLED. SWITCHES TO CONTROL RELAY CONTACTOR THAT TURNS ON/OFF INDICATED RECEPTACLES. PROVIDE RELAY ENCLOSURE AND CONTACTORS ABOVE ACCESSIBLE CEILING. KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT E - POWER N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS EQUIPMENT PLATFORM 250 CONTROL 202 WALKWAY 200A CONTROL 205 AMP 206 EQUIPMENT PLATFORM 252 EQUIPMENT PLATFORM 251 SLL 204 STAGE 135 LOBBY 100 MULTI-PURPOSE 111 STOR 145 SHOP 160 WALKWAY 200B LIFT 105B TECH. STAIR 137 TECH. STAIR 136 TECH. STAIR 200C SLL 201 AMP 201B DIMMER 203B SLL 203 MECH CHASE 210C MECH CHASE 210D HALL 131 35342030292825213212117 6421 Z X BB-C BB-B BB-A J F D C G B A HM2A LR2A HM2B LR1ELR1C LR1B CL HL2A LR1A 26 W Y 31272223 24 19139 8 K M P 10 T R N L H T7 T8 T3 DPAVHALL RP-1RP-2RP-3 ELL2A RP-11 BLACK BOX RP-12 BB-1 BB-2 53 14 18 Q T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:57:16 PME02-02 ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - POWER 09/18/2018 17008.0000 09.18.2018 E02-02ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 03 FLOOR PLAN - TECHNICAL LEVEL - POWER OVERALL N HALL M.P. B.B. REVISIONS FS FSFSJJJJJ J EQUIPMENT PLATFORM 250 WALKWAY 200B 6421 X J HM2A LR2ALR1BHL2ALR1A AHU-3AHU-2AHU-4AHU-1 VAV-2 VAV-1 VAV-3 Y K M P T R N L T7 T8 T3 EF-1 VAV-9LR1A-25EF-6 IONIZATION CONNECTION MECH CONTROLS LR1A-38LR1A-35LR1A-37LR1A-39LR1A-41M LR1A-30 53 Q T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:57:30 PME02-02C ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - POWER 09/18/2018 17008.0000 09.18.2018 E02-02CELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - POWER N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS FSFSFS F FS FSFSJ J J J CONTROL 202 WALKWAY 200A EQUIPMENT PLATFORM 251 STAGE 135 STOR 145 WALKWAY 200B TECH. STAIR 137 TECH. STAIR 136 SLL 201 AMP 201B DIMMER 203B SLL 203 MECH CHASE 210C MECH CHASE 210D HALL 131 20 2521121176 Z Z X X BB-C BB-B BB-A J LADDER LR1C LR1E CL AHU-6 AHU-7IGDPAV-33IGDPAV-31IGDPAV-45 IG DPAV-43IG DPAV-41IG DPAV-39Y Y 22 23 24 19139 8 KK MM PP 10 T R NN L T7T7 T8T8 T3T3 DISTRIBUTION PANELBOARD AUDIO/VISUAL DPAV EF-2 HALL RP-1 RP-2 RP-3 ELL2A FOLLOW SPOT LADDER VAV-10 VAV-9 IGDPAV-71PROJECTOR INTERFACE MS-5 HUM IONIZATION CONNECTION MECH CONTROLS IONIZATION CONNECTION LR1C-38LR1C-40LR1C-42LR1C-36M 1LR1C-32 M VAV-11 14 18 QQ T9T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:57:43 PME02-02D ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - POWER 09/18/2018 17008.0000 09.18.2018 E02-02DELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 MINI-SPLIT SYSTEM INDOOR UNIT RECEIVES POWER FROM EXTERIOR CONDENSING UNIT. PROVIDE MOTOR RATED SWITCH FOR MEANS OF DISCONNECT. KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - POWER N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS FSFSFSF FSJ JJJJWALKWAY 200A CONTROL 205 AMP 206 EQUIPMENT PLATFORM 252 SLL 204 SHOP 160 LIFT 105B TECH. STAIR 200C 34 34 30 30 29 292825 32 X BB-C BB-B BB-A J HM2B LADDER IG IG IGIG VAV-5 VAV-6 DPAV-28 DPAV-30 DPAV-32 DPAV-34IGDPAV-22IGDPAV-20AHU-5 26 26 W Y 312723 24 K M P N T7 T8 T3 33 VAV-7 BLACK BOX RP-11 RP-12 BB-1 BB-2 VAV-8 VAV-10 DH-1 VAV-12 IONIZATION CONNECTION MECH CONTROLS LR1D-36 LR1D-34 LR1D-32 EF-5 EF-4 EF-3M M M LR1D-28 LR1D-30 LR1D-26 Q T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:57:56 PME02-02E ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - POWER 09/18/2018 17008.0000 09.18.2018 E02-02EELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - POWER N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS FOLLOW SPOT 204 B.B. CATWALK SLL 204 CATWALK #4 CATWALK #3 CATWALK #2 CATWALK #1 CONNECTOR CONNECTOR TECH. STAIR 137 TECH. STAIR 136 TECH. STAIR 200C CATWALK #5 35 34 3420 30 3029282521 3212117 6 6 4 4 2 21 Z Z X X BB-C BB-B BB-A J J F F D D C C G G B B A A CL 26 W Y Y 31272223 24 19139 8 K M P 10 T T R R N L L H T7T7 T8T8 T3 33 BB-1 BB-2 53 14 18 Q T9T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:58:13 PME02-03 ELECTRICAL FLOOR PLAN - CATWALK LEVEL - POWER 09/18/2018 17008.0000 09.18.2018 E02-03ELECTRICAL FLOOR PLAN - CATWALK LEVEL - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 07 FLOOR PLAN - HALL CATWALK LEVEL - POWER OVERALL N HALL M.P. B.B. REVISIONS FS F FOLLOW SPOT 204 CATWALK #4 CATWALK #3 CATWALK #2 CATWALK #1 CONNECTOR CONNECTOR TECH. STAIR 137 TECH. STAIR 136 CATWALK #5 20 252112117 J CL IGDPAV-55IGDPAV-61IGDPAV-63248 K M P N T7 T8 T3 DPAV-33IGPLATFORM EDGE LADDER TO CONTROL BOOTH BELOW 14 18 Q NF 100AR 1 BANNER CONTROLLER DLTH1A-13,15,17 1 X X 22 231913910 T8 IG IG DPAV-53 DPAV-51 T9 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:58:29 PME02-03D ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D - POWER 09/18/2018 17008.0000 09.18.2018 E02-03DELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - HALL CATWALK LEVEL - SEGMENT D - POWER N REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 B.B. CATWALK SLL 204 TECH. STAIR 200C 3430292832 X BB-C BB-B BB-A J 26 W Y 3127 K M P N T7 T8 T3 33DPAV-48DPAV-46DPAV-50DPAV-44DPAV-40DPAV-42IGIGIGIGIGIGBB-1 BB-2 Q T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:58:43 PME02-03E ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - POWER 09/18/2018 17008.0000 09.18.2018 E02-03EELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - POWER2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N 3/16" = 1'-0"1 FLOOR PLAN - BB CATWALK LEVEL - SEGMENT E - POWER REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS DL DL MULTI-PURPOSE 111 JAN 129 ALCOVE 112 LOBBY 110 ALCOVE 126 VEST 110B 7 6421 J F D C G B A SA SA SA2 SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA1 SA1 SA1 SA1 SA2 SA2 SA2 SA2 SA2 SA3 SA3 SA3 SA3 8 H W40/30 W40/30 W40/30 W40/30 Z2-1 Z2-1 Z2 Z3 DAYLIGHT ZONE 3 654sf, (11) FIXTURES @ 715 WATTS SA SA Z3-5 Z3-5 Z3-5 XX-10 Z3-5 Z3-1 Z3-1 XX-10 XX-10 Z3-5 XX-10 Z3-5 Z3-5 Z3-5 RP-3-24 RP-3-24 RP-3-24 RP-3-24 RP-3-28 RP-3-28 RP-3-28 RP-3-28 RP-3-19 RP-3-28 RP-3-28 RP-3-28 RP-3-28 RP-3-19 RP-3-19 RP-3-19 X2 X1 X1 X2 X2 SA3 Z3-1 RP-3-24 Z1-1 ZONE CONTROL NUMBER DAYLIGHT ZONE NUMBER X2 RP-3-29 RP-3-29 RP-3-29 RP-3-29 RP-3-29 RP-3-29 POWER TO RP-3/34 DATA TO SPR-1 . . POWER TO RP-3/22 DATA TO SPR-1POWER TO RP-3/23 DATA TO SPR-1 . POWER TO RP-3/33 DATA TO SPR-1 . . POWER TO RP-3/35 DATA TO SPR-1 POWER TO RP-3/35 DATA TO SPR-1 .W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 RP-3-34 RP-3-23 RP-3-33 RP-3-22 RP-3-35 RP-3-35 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:58:57 PME03-01A ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-01AELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT A - LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT A - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 THE THEACTRICAL LIGHTING FIXTURES LISTED ON SHEET E06-02 ARE TO BE FURNISHED BY DIV. 26 ELECTRICAL CONTRACTOR. THEATRICAL LIGHTING FIXTURES THAT ARE LISTED ON SHEETS E06.02 AND ET0-016 ARE TO BE INSTALLED BY DIV. 26 ELECTRICAL CONTRACTOR. FUNCTIONAL TESTING OF THEATRICAL LIGHTING TO BE PERFORMED BY DIV. 11 THEATRICAL CONTRACTOR. REFER TO ETO SERIES OF DRAWING FOR THEATRICAL LIGHTING FIXTURE APPROXIMATE LOCATIONS. COORDINATE WITH THEATRICAL LIGHTING CONTRACTOR FOR FINAL CONNECTION REQUIREMENTS. LIGTHING FIXTURES CIRCUITED TO "RP" PANELS ARE TO BE CONTROLLED BY THEATRICAL CONTROLLERS. 1 DLDL LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 SLL 150 LIFT 105B STOR 104 SLL 151 TICKET 107 PREFUNCTION 102 CONCESSION 103 PREFUNCTION 101 LIFT LOBBY 105A 35342030292825213212117 6 J G CL SA3SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 MOUNT BOTTOM OF PENDANT FIXTURE AT 23'-0" AFF MOUNT BOTTOM OF PENDANT FIXTURE AT 23'-0" AFF SA3SA3SA3SA3 SA3SA3SA3SA3 26 248 K H W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 W40/30 DAYLIGHT ZONE 1 2,482sf, (23) FIXTURES @ 651 WATTS Z1-1 Z1-1 Z1-1Z1-2 Z1-2 XX-7XX-7 Z1-2 XX-7XX-7 Z1-2 XX-7XX-7 Z1-2Z1-2Z1-2Z1-2 Z1-2 Z1-2 Z1-2 Z1-2 Z1-3 Z1-3 Z1-1 Z1-1 Z1-3 Z1-3 Z2-4 Z2-4 Z2-4 Z2-4 Z2-4 Z2-4 Z2-4 Z2-4 Z2-3 Z2-3 Z2-3 Z2-3 XX-7XX-7XX-7XX-7XX-8XX-8XX-8XX-8XX-9XX-9XX-9XX-9 Z1-1 Z1 ZONE CONTROL NUMBER DAYLIGHT ZONE NUMBER DAYLIGHT ZONE 2 1,509sf, (14) FIXTURES @ 434 WATTS Z2-1 Z2-1 Z2 W40/30 W40/30 XX-6 XX-6 RP-3-24 RP-3-24 RP-3-26 RP-3-26 RP-3-26RP-3-26 RP-3-27 RP-3-27 RP-3-27 RP-3-27 RP-3-27RP-3-27RP-3-27RP-3-27 RP-3-26 RP-3-26 RP-3-24 RP-3-25 RP-3-25 RP-3-24 RP-3-26RP-3-26 RP-3-25 RP-3-25 RP-3-25 RP-3-25 RP-3-25 RP-3-25 RP-3-25RP-3-25RP-3-25RP-3-25 RP-3-24 RP-3-24 RP-3-24 RP-3-21 RP-3-21 RP-3-21RP-3-21RP-3-21RP-3-21RP-3-21RP-3-21RP-3-21RP-3-21RP-3-21RP-3-21RP-3-21 RP-3-21 RP-3-21 RP-3-21RP-3-19 RP-3-19 RP-3-19 RP-3-19 X2 X2 X2 BB-1 BB-2 Z1-1 ZONE CONTROL NUMBER DAYLIGHT ZONE NUMBER RP-3-29 RP-12-11 RP-3-29 RP-3-29 X1 14 18 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:59:08 PME03-01B ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-01BELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT B - LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT B - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 THE THEACTRICAL LIGHTING FIXTURES LISTED ON SHEET E06-02 ARE TO BE FURNISHED BY DIV. 26 ELECTRICAL CONTRACTOR. THEATRICAL LIGHTING FIXTURES THAT ARE LISTED ON SHEETS E06.02 AND ET0-016 ARE TO BE INSTALLED BY DIV. 26 ELECTRICAL CONTRACTOR. FUNCTIONAL TESTING OF THEATRICAL LIGHTING TO BE PERFORMED BY DIV. 11 THEATRICAL CONTRACTOR. REFER TO ETO SERIES OF DRAWING FOR THEATRICAL LIGHTING FIXTURE APPROXIMATE LOCATIONS. COORDINATE WITH THEATRICAL LIGHTING CONTRACTOR FOR FINAL CONNECTION REQUIREMENTS. LIGTHING FIXTURES CIRCUITED TO "RP" PANELS ARE TO BE CONTROLLED BY THEATRICAL CONTROLLERS. 1 WRR 113 JAN 129 MRR 125 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 ALCOVE 112 ALCOVE 126 STOR 127 MECHANICAL 118 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 DATA 115 EMERG. ELEC. 114 TOILET 123 CORRIDOR 130 6421 X J VS D,P,OV D,P,OV a b a b a b OS D,OV OS OS VS J30/30 J30/30 J30/30 J50/30 J30/30 J30/30 J30/30 OSD,OVN30/50 N30/50 N30/50 N30/50 N30/50N30/50N30/50N30/50 N30/30E N30/30E N30/20 N30/20 N30/20 N30/20 N30/20N30/20 N30/20 N30/20 N30/20 a b a b a b b a b J30/30 J30/30 J50/30 J30/30 CHAIN HANG AT 10'-0" AFF CHAIN HANG AT 12'-0" AFF J30/30 N30/30 N30/30 N30/30 N30/30 N30/20 N30/20N30/20 N30/20 N30/20 D,VS D,3 D,3b c a a a F40/30 F40/30 F40/30 F40/30 bc b c D,3 D,3 c b CHAIN HANG AT 10'-0" AFF LC17 LC17 LC26 LC26 LC12 LC12 OS OS OS OS Y K M P T R N L T7 T8 T3 VS HL2A-3 HL2A-3 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 HL2A-1 D J30/30 HL2A-1 HL2A-1 HL2A-1 X2 X1 X2 RP-3-29 RP-3-29 RP-3-29 1 1 1 1 1 1 1 1 a b 1 1 53 J30/30 J30/30 cb F40/30 F40/30 F40/30 Q T9 1 Q4 Q4 Q4 Q4 Q4 Q4 J30/30 1 LR1A-10 LR1A-11 ID4 ID4 ID4 ID4 ID4 ID4 ID4 ID4 D,OVa a a a a a a a a D,OVb b b b b b b b b a SWITCH -UP LIGHT b SWITCH -DOWN LIGHT 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:59:20 PME03-01C ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-01CELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT C - LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PROVIDE HALF SHADED FIXTURES WITH BODINE GENERATOR TRANSFER DEVICE FOR EMERGENCY STAND-BY LIGHTING POWER. USE CIRCUIT EHL1A-1 KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT C - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 OFFICE 106 OFFICE 108 TICKET 107 STAGE 135 APRON 134 SLL 133 TOILET 142 DRESSING 143 DRESSING 141 STORAGE 139 PIANO 140 STOR 145 TOILET 144 CORRIDOR 138 CORRIDOR 146 DATA 115 STAGING 147 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B CORRIDOR 130 20 2521121176 Z Z X X BB-C BB-B BB-A J J D,VS D,VS OS D,VS VS D,VS OS VS VS D40/30 D40/30 D40/30 D40/30N30/20 N30/20 CL J20/30 J20/30 J20/30 J20/30 J20/30 J20/30 J20/30 J20/30 J20/30 J20/30P,3MEZZANINE INDICATOR LIGHT SWITCH CHAIN HANG AT 12'-0" AFF CHAIN HANG AT 12'-0" AFF SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 F40/35 F40/35 F40/35F40/35 N30/30 N30/30 D,VS J30/30 CHAIN HANG AT 12'-0" AFF VS J30/30 CHAIN HANG AT 12'-0" AFF VS 26 Y Y 22 23 24 19139 8 K M P 10 T R N L T7 T8 T3 SA3 HL2A-5 HL2A-5 HL2A-5 HL2A-5 HL2A-5 HL2A-3 HL2A-3 HL2A-3 X2 X2 X1 X1 BB-1 X1 X1 RP-3-29 RP-3-29 RP-3-29 RP-3-29 RP-3-29 RP-3-29 1 1 1 1 HL2A-3 HL2A-3 J20/30 J20/30OS OSHL2A-5 HL2A-5 RP-3-29 X1 RP-3-29 X1 14 18 Q F40/35 1 F40/35 1 1 T9 X1 WHITE LIGHT POWER TO RP-3/30:)BLUE LIGHTPOWER TO RP-3/371WHITE LIGHTPOWER TO RP-3/30:)1 WHITE LIGHTPOWER TO RP-3/19BLUE LIGHTPOWER TO RP-3/31SA3 SA3 :) WHITE LIGHT POWER TO RP-3/12 MOUNT BOTTOM OF PENDANT FIXTURE AT 20'-0" AFF WHITE LIGHT POWER TO RP-2/28 :) BLUE LIGHT POWER TO RP-3/32 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 SB2 1 SB1 SB1 SB1 SB1 WHITE LIGHT POWER TO RP-2/29 RP-2-28 RP-3-12RP-3-19RP-3-30STAIRWELL LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR REFER TO ET0-311 1 STAIRWELL LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR REFER TO ET0-311 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:59:34 PME03-01D ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-01DELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT D - LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PROVIDE HALF SHADED FIXTURES WITH BODINE GENERATOR TRANSFER DEVICE FOR EMERGENCY STAND-BY LIGHTING POWER. USE CIRCUIT EHL1A-1 KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT D - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 DRESSING 156 SLL 153 DRESSING 154 SLL 152 TOILET 157 UTILITY 158B TOILET 155 CORRIDOR 146 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 STORAGE 158A STAGING 147 LIFT LOBBY 105A 34 3430292832 X X BB-C BB-B BB-A J J VS VS VS VS D,VS D,VS a a J50/30 J50/30 J50/30 J50/30 J50/30 J50/30 CHAIN HANG AT 12'-0" AFF P,3MEZZANINE INDICATOR LIGHT SWITCH J50/30 J50/30 N30/20 F40/30 F40/30 F40/30 F40/30 F40/35 F40/35F40/35 b a b b a a b b a a b b a b VSVS J50/30 CHAIN HANG AT 12'-0" AFF D40/30 D40/30 D40/30 D40/30N30/20 N30/20 SA3 SA3 SA3 SA3 SA3 SA3 SA3 SA3 J30/30 J30/30 CHAIN HANG AT 12'-0" AFF J30/30 J30/30 J30/30 WALL MOUNT ABOVE DOOR FRAME 26 W Y Y 3127 K M P N T7 T8 T3 F40/35 D D HL2A-7 HL2A-7 HL2A-7 HL2A-7 HL2A-7 HL2A-7 HL2A-7HL2A-7 HL2A-7 HL2A-3 HL2A-3 X2 X2 BB-1 BB-2 X1X1 X1 X1 RP-12-11 RP-12-11 RP-12-11 RP-12-11 RP-12-11 RP-12-11 1 1 1 1 1 11 1 PROVIDE (4) PORTABLE EXIT SIGNS FOR STAFF USE. HL2A-7 F40/35 VS F40/30 F40/30 a b F40/35F40/35 F40/35 F40/35 J50/30 b 1 Q T9 X1 RP-12-11 1 :) BLUE LIGHT POWER TO RP-3/37 WHITE LIGHT POWER TO RP-3/30 1 RP-3-30 POWER TO RP-12/1 DATA TO SPR-2 SB1 SB1 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 3:59:50 PME03-01E ELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-01EELECTRICAL FLOOR PLAN - MAIN LEVEL - SEGMENT E - LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PROVIDE HALF SHADED FIXTURES WITH BODINE GENERATOR TRANSFER DEVICE FOR EMERGENCY STAND-BY LIGHTING POWER. USE CIRCUIT EHL1A-1 KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT E - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 EQUIPMENT PLATFORM 250 WALKWAY 200B 642 X J J50/30J50/30 J50/30 J50/30 J50/30 J50/30 HL2A LR1A LR2ALR1BHM2A CHAIN HANG AT 10'-0" AFF Y K M P T R N L T7 T8 T3 J50/30 HL2A-17 1 53 Q T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:00:02 PME03-02C ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-02CELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C -LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PROVIDE HALF SHADED FIXTURES WITH BODINE GENERATOR TRANSFER DEVICE FOR EMERGENCY STAND-BY LIGHTING POWER. USE CIRCUIT EHL1A-1 KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS CONTROL 202 WALKWAY 200A EQUIPMENT PLATFORM 251 STAGE 135 STOR 145 WALKWAY 200B TECH. STAIR 137 TECH. STAIR 136 SLL 201 AMP 201B DIMMER 203B SLL 203 MECH CHASE 210C MECH CHASE 210D HALL 131 20 252112117 6 Z X BB-C BB-B BB-A J J50/30 J50/30 J50/30 J50/30 CL 3 CONNECT TO PILOT LIGHT SWITCH NEAR BOTTOM OF LADDER LR1C LR1E CHAIN HANG AT 10'-0" AFF D40/30 D 26 Y 22 23 24 19139 8 K M P 10 T R N L T7 T8 T3 BB-1 X2 X2 HL2A-19 HL2A-13 1 RP-3-29 RP-3-29 14 18 Q D40/30 T9 D40/30DHL2A-13 D40/30 1 1 :) WHITE LIGHT POWER TO RP-3/8. BLUE LIGHT POWER TO RP-3/36. :) WHITE LIGHT POWER TO RP-3/8. BLUE LIGHT POWER TO RP-3/36. SB1 SB1 1 SB1 SB1 RP-3-8 RP-3-8 STAIRWELL LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR REFER TO ET0-311 1 STAIRWELL LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR REFER TO ET0-311 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:00:19 PME03-02D ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-02DELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D -LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PROVIDE HALF SHADED FIXTURES WITH BODINE GENERATOR TRANSFER DEVICE FOR EMERGENCY STAND-BY LIGHTING POWER. USE CIRCUIT EHL1A-1 KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 WALKWAY 200A CONTROL 205 AMP 206 EQUIPMENT PLATFORM 252 SLL 204 SHOP 160 LIFT 105B TECH. STAIR 200C 3430292832 X BB-C BB-B BB-A J HM2B CONNECT TO PILOT LIGHT SWITCH NEAR BOTTOM OF LADDER 3 J50/30 J50/30 J50/30 CHAIN HANG AT 9'-0" AFF D D40/30 26 W Y 3127 K M P N T7 T8 T3 BB-1 BB-2 HL2A-19 HL2A-13 1 RP-12 RP-11 Q T9 WHITE LIGHT POWER TO RP-12/2 . 1 DATA TO SPR-2 BLUE LIGHT POWER TO RP-12/9RP-12-2 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:00:34 PME03-02E ELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-02EELECTRICAL FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E -LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PROVIDE HALF SHADED FIXTURES WITH BODINE GENERATOR TRANSFER DEVICE FOR EMERGENCY STAND-BY LIGHTING POWER. USE CIRCUIT EHL1A-1 KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 FOLLOW SPOT 204 CATWALK #4 CATWALK #3 CONNECTOR CONNECTOR CATWALK #5 20 252112117 J CL 248 K M P N T3 14 18 CATWALK #2 CATWALK #1TECH. STAIR 137 TECH. STAIR 136 X Y 22 231913910 T7 T8 X1 RP-3-29 Q RP-3-29 X1 1 T9 STAIRWELL LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR REFER TO ET0-311 1 STAIRWELL LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR REFER TO ET0-311 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:00:49 PME03-03D ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-03DELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT D -LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - HALL CATWALK LEVEL - SEGMENT D - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 B.B. CATWALK SLL 204 TECH. STAIR 200C 34 30 302928 32 X BB-C BB-B BB-A J 26 W Y 3127 K M P N T7 T8 T3 33 BB-1 BB-2 X1 RP-12-11 Q T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:01:06 PME03-03E ELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - LIGHTING 09/18/2018 17008.0000 09.18.2018 E03-03EELECTRICAL FLOOR PLAN - CATWALK LEVEL - SEGMENT E - LIGHTING2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - BB CATWALK - SEGMENT E - LIGHTING REFER TO SHEET E00-02 FOR ELECTRICAL GENERAL NOTES. PROVIDE A COMPLETE, DIGITAL, FULLY ADDRESSABLE FIRE ALARM SYSTEM PER SPECIFICATION SECTION 283111. REFER TO ARCHITECTS RCP DRAWINGS FOR FINAL LIGHTING FIXTURE QUANTITIES AND LOCATIONS. PROVIDE EXIT LIGHTS AS INDICATED ON ARCHITECTURAL LIFE SAFETY PLANS. REFER TO AUDIO VISUAL DRAWINGS FOR ADDITIONAL BACK BOX AND RACEWAY REQUIREMENTS. DEACTIVATE SOUND SYSTEM AND DOOR LOCKS UPON ACTIVATION OF THE FIRE ALARM SYSTEM. GENERAL NOTES: 1. 2. 3. 4. 5. 6. HALL M.P. B.B. REVISIONS JFSTS EPO ELECTRICAL 117 MECHANICAL 118 DATA 115 642 XHM1A DLTH1A DLR1A TDLR1A MS-1 MS-2MS-3 TDLTH1A TDLAV1AIG DLAV1AIG LCP K-13 FIRE PUMP FIRE SPRINKLER RISER ASSEMBLY EWH-1 LR1A-40M LR1A-16 LR1A-16 LR1A-14 LR1A-14 LR1A-18 LR1A-18 LR1A-21 LR1A-21 LR1A-20 LR1A-20 LR1A-40 LR1A-19LR1A-23LR1A-23LR1A-19M M M LR2A-10 CIRC. PUMP ELL1A-8 2 2 2 1 SUMP PUMP CONTROL PANEL LR1A-36 53 FACP MDP EMERG. ELEC. 114 6 T TELL1A EHL1A ELL1A 200AR 150AF 1 MS-4 2 M ATS-EHL 150A ATS NEMA 3R ECLOSURE BASIS OF DESIGN; CUMMINS STAND-BY EMERGENCY DIESEL GENERATOR 250kVA / 200KW, 480Y/277V, 3PH, 4W BASIS OF DESIGN; CUMMINS WP2108"L x 40"W x 108"HUTILITY TRANSFORMER COORDINTE SIZE AND PAD CONSTRUCTION WITH LOCAL UTILITY; ONCOR TRASH ENCLOSURE G 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:01:21 PME05-01 ELECTRICAL ENLARGED PLANS 09/18/2018 17008.0000 09.18.2018 E05-01ELECTRICAL ENLARGED PLANS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 ENLARGED ELECTRICAL ROOM 117 1/4" = 1'-0"2 ENLARGED EMERGENCY ELECTRICAL ROOM 117 B 1/4" = 1'-0"3 ENLARGED GENERATOR ENCLOSURE LIGHTING CONTROL PANEL FOR EXTERIOR SITE LIGHTING. PROVIDE EQUAL TO TORK #ELC712 WITH INTEGRATED ASTRONOMIC TIME CLOCK AND #EPC-LC PHOTOCELL. MINI-SPLIT SYSTEM INDOOR UNIT RECEIVES POWER FROM EXTERIOR CONDENSING UNIT. PROVIDE MOTOR RATED SWITCH FOR MEANS OF DISCONNECT. KEYED NOTES: 1 2 HALL M.P. B.B. REVISIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:01:36 PME06-01 ELECTRICAL SCHEDULES 09/18/2018 17008.0000 09.18.2018 E06-01ELECTRICAL SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 ELECTRICAL MECHANICAL EQUIPMENT SCHEDULE TAG HP LOAD FLA (AMPS) VOLTAGE PHASE CONDUIT/WIRE (AWG) PANEL CIRCUIT NUMBER STARTER DISCONNECT COMMENTSNEMA SIZE ENCLOS. TYPE FURN. BY (DIV.) SWITCH SIZE NO. OF POLES ENCLOS. TYPE FURN. BY (DIV.) AHU-1 ---- 46.5 kVA 55.9 480 V 3 1-1/4" CONDUIT WITH 3#4 AND 1#8 GROUND HM2A 1,3,5 --- --- --- 100A 3 NEMA 1 26 AHU-2 ---- 63.3 kVA 76.1 480 V 3 1-1/4" CONDUIT WITH 3#3 AND 1#8 GROUND HM2A 2,4,6 --- --- --- 100A 3 NEMA 1 26 AHU-3 ---- 78.9 kVA 94.9 480 V 3 1-1/2" CONDUIT WITH 3#2 AND 1#6 GROUND HM2A 7,9,11 --- --- --- 200A 3 NEMA 1 26 AHU-4 ---- 53.5 kVA 64.3 480 V 3 1-1/4" CONDUIT WITH 3#4 AND 1#8 GROUND HM2A 8,10,12 --- --- --- 100A 3 NEMA 1 26 AHU-5 ---- 14.1 kVA 17 480 V 3 1" CONDUIT WITH 3#10 AND 1#10 GROUND HM2B 1,3,5 --- --- --- 30A 3 NEMA 1 26 AHU-6 ---- 46.5 kVA 55.9 480 V 3 1-1/4" CONDUIT WITH 3#4 AND 1#8 GROUND HM1A 14,16,18 --- --- --- 100A 3 NEMA 1 26 AHU-7 ---- 78.9 kVA 94.9 480 V 3 1-1/2" CONDUIT WITH 3#2 AND 1#6 GROUND HM1A 19,21,23 --- --- --- 200A 3 NEMA 1 26 CU-1 ---- 0.0 kVA 26 480 V 3 1" CONDUIT WITH 3#10 AND 1#10 GROUND HM1A 1,3,5 --- --- --- 60A 3 NEMA 3R 26 CU-2 ---- 0.0 kVA 30 480 V 3 1" CONDUIT WITH 3#8 AND 1#10 GROUND HM1A 7,9,11 --- --- --- 60A 3 NEMA 3R 26 CU-3 ---- 0.0 kVA 30 480 V 3 1" CONDUIT WITH 3#8 AND 1#10 GROUND HM1A 2,4,6 --- --- --- 60A 3 NEMA 3R 26 CU-4 ---- 0.0 kVA 30 480 V 3 1" CONDUIT WITH 3#8 AND 1#10 GROUND HM1A 8,10,12 --- --- --- 60A 3 NEMA 3R 26 CU-5 ---- 0.0 kVA 30 480 V 3 1" CONDUIT WITH 3#8 AND 1#10 GROUND HM2B 2,4,6 --- --- --- 60A 3 NEMA 3R 26 CU-6 ---- 0.0 kVA 26 480 V 3 1" CONDUIT WITH 3#10 AND 1#10 GROUND HM2B 7,9,11 --- --- --- 60A 3 NEMA 3R 26 CU-7 ---- 38.2 kVA 46 480 V 3 1" CONDUIT WITH 3#6 AND 1#10 GROUND HM2B 8,10,12 --- --- --- 60A 3 NEMA 3R 26 DH ---- 40.0 kVA 48.1 480 V 3 1" CONDUIT WITH 3#6 AND 1#8 GROUND HM2B 26,28,30 --- --- --- 100A 3 NEMA 1 26 EF-1 .75 0.7 kVA 3.5 208 V 1 3/4" CONDUIT WITH 3#12 AND 1#12 GROUND LR1A 32,34 --- --- --- 30A 3 NEMA 1 26 EWH-1 ---- 54.0 kVA 64.95 480 V 3 1-1/4" CONDUIT WITH 3#4 AND 1#8 GROUND HM1A 20,22,24 --- --- --- 100A 3 NEMA 1 26 HUM-1 ---- 1.9 kVA 15.83 120 V 1 3/4" CONDUIT WITH 2#12 AND 1#12 GROUND LR1C 34 --- --- --- 30A 2 NEMA 1 26 OU-1 ---- 1.8 kVA 8.46 208 V 1 3/4" CONDUIT WITH 2#12 AND 1#12 GROUND LR2A 1,3 --- --- --- 30A 2 NEMA 3R 26 OU-2 ---- 1.8 kVA 8.46 208 V 1 3/4" CONDUIT WITH 2#12 AND 1#12 GROUND LR2A 2,4 --- --- --- 30A 2 NEMA 3R 26 OU-3 ---- 1.8 kVA 8.46 208 V 1 3/4" CONDUIT WITH 2#12 AND 1#12 GROUND LR2A 5,7 --- --- --- 30A 2 NEMA 3R 26 OU-4 ---- 1.8 kVA 8.46 208 V 1 3/4" CONDUIT WITH 2#12 AND 1#12 GROUND LR2A 6,8 --- --- --- 30A 2 NEMA 3R 26 OU-5 ---- 1.4 kVA 6.49 208 V 1 3/4" CONDUIT WITH 2#12 AND 1#12 GROUND LR1D 38,40 --- --- --- 30A 2 NEMA 3R 26 VAV-1 .33 13.0 kVA 15.63 480 V 3 1" CONDUIT WITH 3#10 AND 1#10 GROUND HM2A 13,15,17 --- --- --- 30A 3 NEMA 1 26 VAV-2 .33 10.0 kVA 12.03 480 V 3 3/4" CONDUIT WITH 3#12 AND 1#12 GROUND HM2A 14,16,18 --- --- --- 30A 3 NEMA 1 26 VAV-3 .33 16.0 kVA 19.24 480 V 3 1" CONDUIT WITH 3#10 AND 1#10 GROUND HM1A 13,15,17 --- --- --- 30A 3 NEMA 1 26 VAV-4 .33 14.0 kVA 16.83 480 V 3 1" CONDUIT WITH 3#10 AND 1#10 GROUND HM2B 13,15,17 --- --- --- 30A 3 NEMA 1 26 VAV-5 .16 4.0 kVA 4.81 480 V 3 3/4" CONDUIT WITH 3#12 AND 1#12 GROUND HM2B 14,16,18 --- --- --- 30A 3 NEMA 1 26 VAV-6 .25 11.0 kVA 13.23 480 V 3 1" CONDUIT WITH 3#10 AND 1#10 GROUND HM2B 19,21,23 --- --- --- 30A 3 NEMA 1 26 VAV-7 .25 9.0 kVA 10.82 480 V 3 3/4" CONDUIT WITH 3#12 AND 1#12 GROUND HM2B 20,22,24 --- --- --- 30A 3 NEMA 1 26 VAV-8 .33 5.0 kVA 6.01 480 V 3 3/4" CONDUIT WITH 3#12 AND 1#12 GROUND HM2B 25,27,29 --- --- --- 30A 3 NEMA 1 26 INTERIOR LIGHTING FIXTURE SCHEDULE FIXTURE SELECTION BY TYPE DESCRIPTION MANUFACTURER MODEL VOLTAGE REQUIRED LAMPS VA COMMENTSTYPE LAMP QUANTITY TLC D40/30 2x2 LED LENSED TROFFER, RECESSED GRID MOUNT, 4000 LUMENS, FLUSH WHITE ALUMINUM DOOR, 0.156 THICK ACRYLIC LENS, MULTI-VOLTAGE, 1% 0-10V DIMMING DRIVER, 82 CRI, 3000K COLOR TEMPERATURE LITHONIA LIGHTING 2TL2-40L-FW-A19-EZ1-LP830 277 V LED 1 35 VA TLC F40/30 2'x2' LED DIRECT/INDIRECT TROFFER, RECESSED GRID MOUNTED, 4000 LUMENS, CURVED SMOOTH DIFFUSER, 1% 0-10V DIMMING DRIVER, 82 CRI, 3000K COLOR TEMPERATURE LITHONIA LIGHTING 2BLT2-40L-ADSM-EZ1-LP830 277 V LED 1 39 VA TLC F40/35 2'x2' LED DIRECT/INDIRECT TROFFER, RECESSED GRID MOUNTED, 4000 LUMENS, CURVED SMOOTH DIFFUSER, 1% 0-10V DIMMING DRIVER, 82 CRI, 3500K COLOR TEMPERATURE LITHONIA LIGHTING 2BLT2-40L-ADSM-EZ1-LP835 277 V LED 1 39 VA TLC ID4 4'-0" LINEAR PENDANT, FLUSH LENS ON TOP AND BOTTOM, 875 LUMENS PER FOOT DOWN, 625 LUMENS PER FOOT UP, 3500K COLOR TEMPERATURE, DUAL CIRCUIT, 277 VOLT, 0-10V DIMMING DRIVER FOCAL POINT LIGHTING FSM4BS-FLFL-875DN-625UP-35K-1C-277-LD1-C48- WH 277 V LED 2 68 VA PROVIDE (1) DIMMER FOR UP LIGHT AND (1) DIMMER FOR DOWN LIGHT TLC J20/30 4' -0" LENSED STRIP LIGHT, 2000 LUMENS, MEDIUM DIFFUSE DIFFUSER, 120-277V VOLTAGE, 3000K COLOR TEMPERATURE, 80 CRI, WHITE PANT FINISH LITHONIA LIGHTING ZL2N-L48-2000LM-MDD-MVOLT-30K-80CRI-WH 277 V LED 1 31 VA PROVIDE CHAIN HANGERS IN ROOMS WITHOUT CEILINGS, FIXTURES TO BE MOUNTED AT APPROXIMATELY 12'-0" AFF AND FIELD VERIFY WITH EQUIPMENT IN ROOM, UNLESS NOTED OTHERWISE TLC J30/30 4'-0" LENSED STRIP LIGHT, 3000 LUMENS, MEDIUM DIFFUSE DIFFUSER, 120-277V VOLTAGE, 3000K COLOR TEMPERATURE, 80 CRI, WHITE PANT FINISH LITHONIA LIGHTING ZL2N-L48-3000LM-MDD-MVOLT-30K-80CRI-WH 277 V LED 1 41 VA PROVIDE CHAIN HANGERS IN ROOMS WITHOUT CEILINGS, FIXTURES TO BE MOUNTED AT APPROXIMATELY 12'-0" AFF AND FIELD VERIFY WITH EQUIPMENT IN ROOM, UNLESS NOTED OTHERWISE TLC J50/30 4'-0" LENSED STRIP LIGHT, 5000 LUMENS, MEDIUM DIFFUSE DIFFUSER, 120-277V VOLTAGE, 3000K COLOR TEMPERATURE, 80 CRI, WHITE PANT FINISH LITHONIA LIGHTING ZL2N-L48-5000LM-MDD-MVOLT-30K-80CRI-WH 277 V LED 1 70 VA PROVIDE CHAIN HANGERS IN ROOMS WITHOUT CEILINGS, FIXTURES TO BE MOUNTED AT APPROXIMATELY12'-0" AFF AND FIELD VERIFY WITH EQUIPMENT IN ROOM, UNLESS NOTED OTHERWISE TLC LC12 12'-0" LED SLOT COVE LIGHT, ACRYLIC DIFFUSER, 3500K COLOR TEMPERATURE, UNIVERSAL VOLTAGE, 10% 0-10V DIMMING DRIVER, GRID MOUNTING, SLIDING SLEEVE, MATTE WHITE HOUSING, DETERMINE FINAL LENGTH IN FIELD FOCAL POINT LIGHTING FTRL-AC-LL1-35K-1C-UNV-LD1-G-SS-WH-12'-0" 277 V LED 1 69 VA DETERMINE FINAL LENGTH PRIOR TO ORDERING, PROVIDE SLIDING SLEEVES TO TO EXTEND FIXTURE FROM WALL TO WALL TLC LC17 17'-0" LED SLOT COVE LIGHT, ACRYLIC DIFFUSER, 3500K COLOR TEMPERATURE, UNIVERSAL VOLTAGE, 10% 0-10V DIMMING DRIVER, GRID MOUNTING, SLIDING SLEEVE, MATTE WHITE HOUSING, DETERMINE FINAL LENGTH IN FIELD FOCAL POINT LIGHTING FTRL-AC-LL1-35K-1C-UNV-LD1-G-SS-WH-17'-0" 277 V LED 1 98 VA DETERMINE FINAL LENGTH PRIOR TO ORDERING, PROVIDE SLIDING SLEEVES TO TO EXTEND FIXTURE FROM WALL TO WALL TLC LC26 26'-0" LED SLOT COVE LIGHT, ACRYLIC DIFFUSER, 3500K COLOR TEMPERATURE, UNIVERSAL VOLTAGE, 10% 0-10V DIMMING DRIVER, GRID MOUNTING, SLIDING SLEEVE, MATTE WHITE HOUSING, DETERMINE FINAL LENGTH IN FIELD FOCAL POINT LIGHTING FTRL-AC-LL1-35K-1C-UNV-LD1-G-SS-WH-26'-0" 277 V LED 1 150 VA DETERMINE FINAL LENGTH PRIOR TO ORDERING, PROVIDE SLIDING SLEEVES TO TO EXTEND FIXTURE FROM WALL TO WALL TLC N30/20 6" ROUND OPEN DOWN LIGHT, RECESS MOUNTED, 3000K COLOR TEMPERATURE, 2000 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, MULTI-VOLTAGE, 1% 0-10V DIMMING DRIVER LITHONIA LIGHTING ICO-30/20-6AR-LSS-55D-277-EZ1 277 V LED 1 26 VA TLC N30/30 6" ROUND OPEN DOWN LIGHT, RECESS MOUNTED, 3000K COLOR TEMPERATURE, 3000 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, MULTI-VOLTAGE, 1% 0-10V DIMMING DRIVER LITHONIA LIGHTING ICO-30/30-6AR-LSS-55D-277-EZ1 277 V LED 1 31 VA TLC N30/30E SAME AS TYPE "N30/30", PROVIDE BODINE RELAY PACK COMPATIBLE WITH EMERGENCY GENERATOR LITHONIA LIGHTING ICO-30/30-6AR-LSS-55D-277-EZ1-BGTD 277 V LED 1 31 VA PROVIDE WITH GENERATOR BACK UP RELAY PACK TLC N30/50 6" ROUND OPEN DOWN LIGHT, RECESS MOUNTED, 3000K COLOR TEMPERATURE, 5000 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, MULTI-VOLTAGE, 1% 0-10V DIMMING DRIVER LITHONIA LIGHTING ICO-30/50-6AR-LSS-55D-277-EZ1 277 V LED 1 62 VA TLC Q4 4'-0" UNDERCOUNTER LIGHT, 3500K COLOR TEMPERATURE, 90 CRI, ON/OFF ROCKER SWITCH, WHITE FINISH LITHONIA LIGHTING UCEL-48IN-35K-90CRI-SWR-WH 120 V LED 1 20 VA MOUNT FIXTURE TO UNDERSIDE OF SHELF, PROVIDE WITH TOGGLE SWITCH FOR ADDITIONAL CONTROL, CIRCUIT TO 120V RECEPTACLE CIRCUIT IN SAME AREA. TLC W40/30 6" ROUND WALL WASH DOWN LIGHT, 3000K COLOR TEMPERATURE, 4000 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, MULTI-VOLTAGE, 1% 0-10V DIMMING DRIVER LITHONIA LIGHTING LDN6-30/40-L0W6-AR-LSS-MVOLT-EZ1 120 V LED 1 44 VA TLC X1 LED EXIT SIGN FIXTURE, WALL MOUNTED, RED LETTERS, BRUSHED ALUMINUM HOUSING AND SINGLE OR DOUBLE FACE LITHONIA LIGHTING LRP-1/2-RC-120/277-EL N 120 V LED 1 10 VA TLC X2 LED EXIT SIGN FIXTURE, END MOUNTED, RED LETTERS, BRUSHED ALUMINUM HOUSING AND SINGLE OR DOUBLE FACE LITHONIA LIGHTING LRP-1/2-RC-120/277-EL N-EM 120 V LED 1 10 VA EXTERIOR LIGHTING FIXTURE SCHEDULE FIXTURE SELECTION BY TYPE DESCRIPTION MANUFACTURER MODEL VOLTAGE REQUIRED LAMPS VA COMMENTSTYPE LAMP QUANTITY TLC 3/4000 18"x25" ACORN STYLE POST TOP LIGHT FIXTURE, ACORN BASE, LED, DUAL VOLTAGE, TYPE III DISTRIBUTION, 4000K COLOR TEMPERATURE, VICTORIAN TOP, NO CAGE, VICTORIAN FINIAL TOP, BLACK COLOR MCGRAW EDISON LIGHTING GAR-080-LED-E1-3-V-X-V-BK Pole: CHI-10-4-2-SF-5-BK-G 277 V LED 1 99 VA TOP OF FIXTURE TO BE MOUNTED AT 12'-0" ABOVE FINISH GRADE, COORDINATE WITH CITY OF COPPEL LIGHT STANDARD AND DECORATIVE POST PRIOR TO ORDERING ARCHITECT EC 11" LED ROUND IN GROUND FIXTURE, STAINLESS STEEL HOUSING, INTEGRAL 120V THROUGH 277V ELECTRONIC LED DRIVER, 0-10V DIMMING, 4000K COLOR TEMPERATURE, 80 CRI, 937 LUMENS BEGA 77 147-10 047 277 V LED 1 20 VA ARCHITECT ES 4"x11" LED STEP LIGHT, 4000K COLOR TEMPERATURE, RECESSED MOUNTING, MULTI-VOLTAGE, ALUMINUM GRAY, 382 LUMENS SISTEMALUX S.6240-FM-UNV-14 277 V LED 1 14 VA ARCHITECT EW 8"x8"x8" LED PEDESTAL AREA LIGHT, INTEGRAL 120V THROUGH 277V ELECTRONIC LED DRIVER, 0-10V DIMMING, 4000K COLOR TEMPERATURE, 80 CRI, BLACK FINISH, 558 LUMENS BEGA 77 735-K4-BLK / 79824 277 V LED 1 23 VA PROVIDE MOUNTING PLATE TLC FP 8" DIAMETER FLAG POLE LIGHT, 500 LUMENS, 359 DEGREE REVOLVING TRUCK, 3000K COLOR TEMPERATURE, 277V/12V REMOTE TRANSFORMER CONCORD AMERICAN FLAGPOLE ABES-##FS-GLD-SAT 120 V LED 1 10 VA MOUNT TRANSFORMER ON PEDESTAL NEAR TREE AND CONCEAL USING LANDSCAPE VEGETATION ARCHITECT P1 21" DIAMETER LED POLE TOP, 3" O.D. POLE, CLEAR ACRYLIC DIFFUSER, INTEGRAL 120V THROUGH 277V ELECTRONIC LED DRIVER, 0-10V DIMMING, 4000K COLOR TEMPERATURE, 80 CRI, BLACK FINISH, 2227 LUMENS BEGA 84 120-BLK 277 V LED 1 39 VA TOP OF FIXTURE TO BE MOUNTED AT 12'-0" ABOVE FINISH GRADE,CONFIRM MOUNTING HEIGHT PRIOR TO ORDERING POLE TLC T 277V/12V TRANSFORMER SERVING (8) TREE LIGHTS IN GARDEN, HYDREL WINSCAPE HYDREL WINSCAPE TM100 277 277 V 100 VA MOUNT TRANSFORMER ON PEDESTAL NEAR TREE AND CONCEAL USING LANDSCAPE VEGETATION ARCHITECT US 2' DIAMETER LED BULLET STYLE FLOOD LIGHT, ALUMINUM HOUSING, 4000K COLOR TEMPERATURE, FLOOD DISTRIBUTION, 350 DEGREE KNUCKLE, WATERSHED LENS, SHORT FLUSH EXTERNAL CAP, BLACK SMOOTH FINISH, 23 LUMENS, ADJUSTABLE POLE MOUNT, ALUMINUM, 12" STEM, BLACK TEXTURED FINISH HYDREL CEDAR-A-1LED11-40K-120-FL-350R-WSL-C1-DBL / PM60B-S12 277 V LED 1 4 VA PROVIDE WITH 100 WATT REMOTE TRANSFORMER, EXTERIOR RATED. COORDINATE FINAL MOUNTING HEIGHT WITH LANDSCAPE FOLIAGE FULL GROWTH HEIGHT. ONCOR UTILITY 18"x25" ACORN STYLE POST TOP LIGHT FIXTURE, ACORN BASE, LED, DUAL VOLTAGE, TYPE V DISTRIBUTION, 4000K COLOR TEMPERATURE, VICTORIAN TOP, NO CAGE, VICTORIAN FINIAL TOP, BLACK COLOR MCGRAW EDISON LIGHTING SIMULAR TO "3/4000" WITH TYPE V DISTRIBUTION, FIXTURE AND POLE BY UTILITY (ONCOR) 277 V LED 1 99 VA GC TO PORVIDE RACEWAY WITH PULL TAPE TO EACH LIGHT POLE LOCATION PER ONCOR POLE MOUNT DETAILS. GC TO PROVIDE POLE BASE COORDINATED WITH CITY OF COPPEL HISTORICAL DISCTRICT STANDARDS. TLC WP2 8"x8" LED WALL SCONCE, 20 WATTS, 4000K COLOR TEMPERATURE, MULTI-VOLTAGE, DARK BRONZE, SURFACE MOUNT, 2,697 LUMENS LITHONIA LIGHTING OLWX1 LED-20W-40K 277 V LED 1 20 VA TLC WP3 5"x14" LED WALL PACK, 4000K COLOR TEMPERATURE, TYPE 3 DISTRIBUTION, MULTI-VOLTAGE, SURFACE MOUNT, TEXTURED BLACK FINISH, 9,445 LUMENS LITHONIA LIGHTING KAX LED-P3-40K-R3-MVOLT-DDLBXD 277 V LED 1 78 VA HALL M.P. B.B. 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:01:47 PME06-02 ELECTRICAL SCHEDULES 09/18/2018 17008.0000 09.18.2018 E06-02ELECTRICAL SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N DIVISION 26 FURNISHED THEATRE LIGHTING FIXTURE SCHEDULE FIXTURE SELECTION BY TYPE DESCRIPTION MANUFACTURER MODEL VOLTAGE REQUIRED LAMPS VA COMMENTSTYPE LAMP QUANTITY SCHULER SA 6" ROUND OPEN DOWN LIGHT, 3000K COLOR TEMPERATURE, 5500 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, 45 DEGREE BEAM ANGLE, 120 VOLTAGE, 1% 0-10V DIMMING DRIVER GOTHAM LIGHTING IC0 30/55-6AR-LSS-45D-120-EZ1 120 V LED 1 65 VA SCHULER SA1 11" DIAMETER x 16" HEIGHT LED CYLINDER, 3000K COLOR TEMPERATURE, 5500 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, 45 DEGREE BEAM ANGLE, MULTI-VOLTAGE, 1% 0-10V DIMMING DRIVER, AIRCRAT CABLE MOUNT, MATTE WHITE POWDER PAINT GOTHAM LIGHTING ICO CYL 30/55-6AR-LSS-45D-MVOLT-EZ1-ACC 120 V LED 1 65 VA PROVIDE AIRCRAFT CABLE MOUNTING ACCESSORIES SCHULER SA2 6" ROUND OPEN DOWN LIGHT, 3000K COLOR TEMPERATURE, 5500 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, 45 DEGREE BEAM ANGLE, 120 VOLTAGE, 0-10V DIMMING DRIVER GOTHAM LIGHTING IC0 30/55 6AR LSS 45D 120 EZ1 120 V LED 1 65 VA SCHULER SA3 11" DIAMETER x 16" HEIGHT LED CYLINDER, 3000K COLOR TEMPERATURE, 5500 LUMENS, CLEAR TRIM COLOR, SEMI-SPECULAR FINISH, 45 DEGREE BEAM ANGLE, MULTI-VOLTAGE, 0-10V DIMMING DRIVER, AIRCRAT CABLE MOUNT, MATTE WHITE POWDER PAINT GOTHAM LIGHTING ICO CYL 30/55 6AR LSS 45D MVOLT EZ1 120 V LED 1 65 VA PROVIDE AIRCRAFT CABLE MOUNTING ACCESSORIES SCHULER SB1 SURFACE MOUNTED LED DOWNLIGHT WITH WHITE AND BLUE LEDS, WHITE SHALL BE 2600 LUMENS WITH 3000K COLOR TEMPERATURE AND DIMMING DRIVER. BLUE LED'S SHALL BE SWITCHED, BLACK HOUSING LUCENT LIGHTING A090+XL LED70WH+BL FG WH_DP - WALL MOUNT 120 V LED 1 31 VA SCHULER SB2 PENDANT LED DOWNLIGHT WITH WHITE AND BLUE LEDS, WHITE SHALL BE 2600 LUMENS WITH 3000K COLOR TEMPERATURE AND DIMMING DRIVER. BLUE LED'S SHALL BE SWITCHED, BLACK HOUSING LUCENT LIGHTING A090+XL LED70WH+BL FG WH_DP - PENDANT MOUNT 120 V LED 1 31 VA PROVIDE AIRCRAFT CABLE MOUNTING ACCESSORIES SCHULER SF 5" DIAMETER LED JELLY JAR FIXTURE, 4000K COLOR TEMPERATURE, 1832 LUMENS, 0-10V DIMMING, BLACK COLORED HOUSING, 20 WATTS, LED, WALL MOUNT, WITH BOX, GUARD, STANDARD CLEAR GLASS GLOBE CANLET 03-20W-L-W-F-OG-09 120 V LED 1 20 VA MOUNT BOTTOM OF FIXTURE AT 7'-0" ABOVE CATWALK SCHULER SG 3" CYLINDER TRACK HEAD, 1500 LUMENS, NARROW FLOOD, 90 CRI, 3000K COLOR TEMPERATURE, BLACK FINISH, NARROW FLOOD REFLECTOR, HEX CELL LOUVER, (2) 8'-0" SECTIONS OF TRACK, CENTER FEED, 300W CURRENT LIMITER, BLACK FINISH HALO FIXTURE; L80815NF90MB NFREF-808302-PK LVR-20 / TRACK; (2) L652MB LC903CB300 120 V LED 1 300 VA PROVIDE ALL NECESSARY MOUNTING HARDW ARE SCHULER SH 3"x5" LED STEP LIGHT, STANDARD ELECTRICAL JUNCTION BOX MOUNTED, 450 LUMENS, BLUE DIFFUSER COLOR, BLACK FACEPLATE COLOR, SURFACE OR RAIL MOUNTED COLE LIGHTING L150H-BLU-BLK 120 V LED 1 3 VA SURFACE OR RAIL MOUNTED MOUNT TO STANDARD ELECTRICAL JUNCTION BOX SCHULER SH1 3"x5" LED STEP LIGHT, FACTORY (2 11/16" x 4 7/16") JUNCTION BOX MOUNTED, 450 LUMENS, BLUE DIFFUSER COLOR, BLACK FACEPLATE COLOR, SURFACE OR RAIL MOUNTED COLE LIGHTING L150H-SURFACE-BLU-BLK 120 V LED 1 3 VA SURFACE OR RAIL MOUNTED MOUNT TO STANDARD ELECTRICAL JUNCTION BOX SCHULER SK 2'x2' LED DIRECT/INDIRECT TROFFER, RECESSED GRID MOUNTED, 3300 LUMENS, 1% 0-10V DIMMING DRIVER, 3000K COLOR TEMPERATURE LITHONIA LIGHTING 2ALL2-33L-EZ1-LP830 120 V LED 1 29 VA SCHULER SM 3"x4" LED STEP LIGHT, STEEL CITY 'CX' SERIES JUNCTION BOX MOUNTED, 76 LUMENS, LONG DISTRIBUTION, 350mA, 3000K COLOR TEMPERATURE, 120-277V, STANDARD DRIVER, SEMI GLOSS BLACK FINISH WINONA LIGHTING STEP 11-RECT-INT-L-LST1A-350mA-WHT30K-MVOLT-SGB 120 V LED 1 4 VA MOUNT TO STEEL CITY 'CX' SERIES JUNCTION BOX SCHULER SV 4' -0" LED STRIP LIGHT, SYMMETRIC REFLECTOR, 3000 LUMENS, MEDIUM DIFFUSE DIFFUSER, 120-277V VOLTAGE, 3000K COLOR TEMPERATURE, 90 CRI, MATTE BLACK PANT FINISH LITHONIA LIGHTING ZL1F-L48-SMR-3000LM-MDD-MVOLT-30K-90CRI, MB 120 V LED 1 30 VA THE THEACTRICAL LIGHTING FIXTURES LISTED ON SHEET E06-02 ARE TO BE FURNISHED BY DIV. 26 ELECTRICAL CONTRACTOR. THEATRICAL LIGHTING FIXTURES THAT ARE LISTED ON SHEETS E06.02 AND ET0-016 ARE TO BE INSTALLED BY DIV. 26 ELECTRICAL CONTRACTOR. FUNCTIONAL TESTING OF THEATRICAL LIGHTING TO BE PERFORMED BY DIV. 11 THEATRICAL CONTRACTOR. REFER TO ETO SERIES OF DRAWING FOR THEATRICAL LIGHTING FIXTURE APPROXIMATE LOCATIONS. COORDINATE WITH THEATRICAL LIGHTING CONTRACTOR FOR FINAL CONNECTION REQUIREMENTS. LIGTHING FIXTURES CIRCUITED TO "RP" PANELS ARE TO BE CONTROLLED BY THEATRICAL CONTROLLERS. HALL M.P. B.B. 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:01:55 PME06-03 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL 09/18/2018 17008.0000 09.18.2018 E06-03ELECTRICAL PANEL BOARD SCHEDULES - NORMAL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 Notes: Receptacle 112.6 kVA 54.44% 61.3 kVA Total Est. Demand Current:285 A Power 13.2 kVA 100.00% 13.2 kVA Total Conn. Current:422 A Motor 13.9 kVA 110.80% 15.4 kVA Total Est. Demand:102.83 kVA Lighting 2.1 kVA 100.00% 2.1 kVA Total Conn. Load:152.2 kVA HVAC 10.3 kVA 104.62% 10.8 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:445 A 456 A 384 A Total Load:52.4 kVA 53.7 kVA 46.0 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 0.8 kVA 1.8 kVA 24 21 1.0 kVA 1.8 kVA 22 19 PANEL LR1G 100 A 3 1.4 kVA 3.5 kVA 3 100 A PANEL LR2A 20 17 2.7 kVA 6.9 kVA 18 15 3.7 kVA 7.6 kVA 16 13 PANEL LR1E 100 A 3 3.3 kVA 7.4 kVA 3 100 A PANEL LR1F 14 11 7.7 kVA 9.9 kVA 12 9 11.6 kVA 9.9 kVA 10 7 PANEL LR1C 100 A 3 8.4 kVA 8.9 kVA 3 100 A PANEL LR1D 8 5 9.8 kVA 6.6 kVA 6 3 9.5 kVA 8.6 kVA 4 1 PANEL LR1A 100 A 3 9.5 kVA 9.9 kVA 3 100 A PANEL LR1B 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:TDLR1A Phases:3 Mains Type:MCB Location:ELECTRICAL 117 Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: DLR1A MDP DLAV1AIG DLTH1ADLR1A Notes: Total Est. Demand Current:152 A Total Conn. Current:199 A Total Est. Demand:54.90 kVA Receptacle 43.8 kVA 61.42% 26.9 kVA Total Conn. Load:71.8 kVA Power 28.0 kVA 100.00% 28.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:226 A 211 A 171 A Total Load:26.5 kVA 24.7 kVA 20.5 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 8 5 9.3 kVA 11.2 kVA 6 3 9.3 kVA 15.4 kVA 4 1 AUDIO COMPANY SWITCH - STAGE 135 200 A 3 9.3 kVA 17.2 kVA 3 400 A SEQUENCING PANELBOARD CONTROL CABINET 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:TDLAV1AIG Phases:3 Mains Type:MCB Location:ELECTRICAL 117 Volts:120/208 Wye A.I.C. Rating:42K Branch Panel: DLAV1AIG Notes: Total Est. Demand Current:263 A Total Conn. Current:248 A Total Est. Demand:94.67 kVA Motor 43.2 kVA 112.50% 48.6 kVA Total Conn. Load:89.3 kVA Lighting 46.0 kVA 100.00% 46.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:254 A 244 A 247 A Total Load:30.4 kVA 29.2 kVA 29.6 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 7.2 kVA 0.0 kVA 1 20 A SPARE 18 15 7.2 kVA 0.0 kVA 1 20 A SPARE 16 13 BANNER CONTROLLER- STAGE 135 100 A 3 7.2 kVA 0.0 kVA 1 20 A SPARE 14 11 7.0 kVA 7.2 kVA 12 9 7.0 kVA 7.2 kVA 10 7 THEATRE - RP-1 200 A 3 7.0 kVA 7.2 kVA 3 100 A RIGGING CONTROLLER- STAGE 135 8 5 4.0 kVA 4.2 kVA 6 3 4.0 kVA 3.8 kVA 4 1 BLACK BOX - RP-11 200 A 3 4.0 kVA 5.0 kVA 3 200 A THEATRE - RP-2 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:TDLTH1A Phases:3 Mains Type:MCB Location:ELECTRICAL 117 Volts:120/208 Wye A.I.C. Rating:42k Branch Panel: DLTH1A HALL M.P. B.B. Notes: Receptacle 156.4 kVA 53.20% 83.2 kVA Total Est. Demand...1085 A Power 177.3 kVA 100.00% 177.3 kVA Total Conn. Current:1143 A Motor 57.1 kVA 109.46% 62.5 kVA Total Est. Demand:901.8 kVA Lighting 70.3 kVA 100.00% 70.3 kVA Total Conn. Load:949.9 kVA HVAC 480.1 kVA 104.11% 499.8 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals 1143 A 949.9 kVA 12 SPACE -- -- 0.0 kVA -- 11 SPACE -- -- 0.0 kVA -- 10 SPACE 3 200 A 0.0 kVA 9 PANEL EHL1A VIA ATS-EHL 3 150 A 23.5 kVA 8 PANEL DLTH1A VIA XFMR TDLTH1A 3 175 A 89.3 kVA 7 PANEL DLAV1AIG VIA XFMR TDLAV1AIG 3 175 A 71.8 kVA 6 PANEL DLR1A VIA XFMR TDLR1A 3 175 A 152.2 kVA 5 PANEL HL1A 3 100 A 17.4 kVA 4 PANEL HM2B 3 400 A 135.4 kVA 3 PANEL HM2A 3 400 A 265.1 kVA 2 PANEL HM1A 3 400 A 195.4 kVA 1 SPD 3 100 A 0.0 kVA CKT Circuit Description # of Poles Trip Rating Load Remarks Notes: Neutral Rating:100.00% Enclosure:1 MCB Rating:1600 A Mounting:Floor Wires:4 Mains Rating:1600 A Supply From:UTILITY Phases:3 Mains Type:MCB Location:ELECTRICAL 117 Volts:480/277 Wye A.I.C. Rating:65K Switchboard: MDP REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:02:04 PME06-04 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL 09/18/2018 17008.0000 09.18.2018 E06-04ELECTRICAL PANEL BOARD SCHEDULES - NORMAL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HM1A HM2B HL2A HM2A Notes: Total Est. Demand Current:259 A Total Conn. Current:235 A Total Est. Demand:215.10 kVA Power 70.0 kVA 100.00% 70.0 kVA Total Conn. Load:195.4 kVA HVAC 125.4 kVA 115.73% 145.1 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:235 A 235 A 235 A Total Load:65.1 kVA 65.1 kVA 65.1 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 26.3 kVA 18.0 kVA 24 21 26.3 kVA 18.0 kVA 22 19 AHU-7 110 A 3 26.3 kVA 18.0 kVA 3 90 A EWH-1 20 17 5.3 kVA 15.5 kVA 18 15 5.3 kVA 15.5 kVA 16 13 VAV-3 30 A 3 5.3 kVA 15.5 kVA 3 70 A AHU-6 14 11 0.0 kVA 0.0 kVA 12 9 0.0 kVA 0.0 kVA 10 7 CU-3 45 A 3 0.0 kVA 0.0 kVA 3 45 A CU-4 8 5 0.0 kVA 0.0 kVA 6 3 0.0 kVA 0.0 kVA 4 1 CU-1 35 A 3 0.0 kVA 0.0 kVA 3 45 A CU-2 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:MDP Phases:3 Mains Type:MCB Location:ELECTRICAL 117 Volts:480/277 Wye A.I.C. Rating:42K Branch Panel: HM1A Notes: Total Est. Demand Current:343 A Total Conn. Current:319 A Total Est. Demand:284.83 kVA Power 23.0 kVA 100.00% 23.0 kVA Total Conn. Load:265.1 kVA HVAC 242.1 kVA 108.15% 261.8 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:319 A 319 A 319 A Total Load:88.4 kVA 88.4 kVA 88.4 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 4.3 kVA 3.3 kVA 18 15 4.3 kVA 3.3 kVA 16 13 VAV-1 25 A 3 4.3 kVA 3.3 kVA 3 20 A VAV-2 14 11 26.3 kVA 17.8 kVA 12 9 26.3 kVA 17.8 kVA 10 7 AHU-3 100 A 3 26.3 kVA 17.8 kVA 3 80 A AHU-4 8 5 15.5 kVA 21.1 kVA 6 3 15.5 kVA 21.1 kVA 4 1 AHU-1 70 A 3 15.5 kVA 21.1 kVA 3 100 A AHU-2 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:MDP Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:480/277 Wye A.I.C. Rating:42K Branch Panel: HM2A Notes: Total Est. Demand Current:175 A Total Conn. Current:163 A Total Est. Demand:145.37 kVA Power 43.0 kVA 100.00% 43.0 kVA Total Conn. Load:135.4 kVA HVAC 92.4 kVA 110.83% 102.4 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:163 A 163 A 163 A Total Load:45.1 kVA 45.1 kVA 45.1 kVA 41 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 1.7 kVA 13.3 kVA 30 27 1.7 kVA 13.3 kVA 28 25 VAV-8 20 A 3 1.7 kVA 13.3 kVA 3 65 A DUCT HEATER 26 23 3.7 kVA 3.0 kVA 24 21 3.7 kVA 3.0 kVA 22 19 VAV-6 20 A 3 3.7 kVA 3.0 kVA 3 20 A VAV-7 20 17 4.7 kVA 1.3 kVA 18 15 4.7 kVA 1.3 kVA 16 13 VAV-4 25 A 3 4.7 kVA 1.3 kVA 3 20 A VAV-5 14 11 0.0 kVA 12.7 kVA 12 9 0.0 kVA 12.7 kVA 10 7 CU-6 35 A 3 0.0 kVA 12.7 kVA 3 60 A CU-7 8 5 4.7 kVA 0.0 kVA 6 3 4.7 kVA 0.0 kVA 4 1 AHU-5 25 A 3 4.7 kVA 0.0 kVA 3 45 A CU-5 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:400 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:MDP Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:480/277 Wye A.I.C. Rating:42K Branch Panel: HM2B Notes: Total Est. Demand Current:24 A Total Conn. Current:21 A Total Est. Demand:19.85 kVA Lighting 7.5 kVA 100.00% 7.5 kVA Total Conn. Load:17.4 kVA HVAC 10.0 kVA 125.00% 12.5 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:30 A 17 A 17 A Total Load:8.2 kVA 4.7 kVA 4.6 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 3.3 kVA 0.0 kVA 1 20 A SPARE 36 33 3.3 kVA 0.0 kVA 1 20 A SPARE 34 31 SPEED RIGGING MOTOR - STAGE 15 A 3 3.3 kVA 0.0 kVA 1 20 A SPARE 32 29 0.0 kVA 1 20 A SPARE 30 27 0.0 kVA 1 20 A SPARE 28 25 0.0 kVA 1 20 A SPARE 26 23 PARKING LOT LIGHTS 20 A 1 1.4 kVA 0.0 kVA 1 20 A SPARE 24 21 GARDEN AND GROVE 20 A 1 0.6 kVA 0.0 kVA 1 20 A SPARE 22 19 LIGHT EQUIPMENT PLATFORM 251, 252 20 A 1 0.5 kVA 0.0 kVA 1 20 A SPARE 20 17 LIGHT - EQUIPMENT PLATFORM 250 20 A 1 0.5 kVA 0.0 kVA 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 16 13 LIGHT - AMP 201, 206 20 A 1 0.2 kVA 0.0 kVA 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 LIGHTING AREA E 20 A 1 1.3 kVA 0.0 kVA 1 20 A SPARE 8 5 LIGHTING AREA D 20 A 1 0.6 kVA 0.0 kVA 1 20 A SPARE 6 3 LIGHTING - AREA D & E 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 4 1 LIGHTING - AREA C 20 A 1 3.0 kVA 0.0 kVA 1 20 A SPARE 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:150 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:MDP Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:480/277 Wye A.I.C. Rating:22K Branch Panel: HL2A HALL M.P. B.B. REVISIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:02:14 PME06-05 ELECTRICAL PANEL BOARD SCHEDULES - NORMAL 09/18/2018 17008.0000 09.18.2018 E06-05ELECTRICAL PANEL BOARD SCHEDULES - NORMAL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 LR1A LR1D LR1G LR2ALR1ELR1B LR1C LR1F Notes: Total Est. Demand Current:64 A Receptacle 22.1 kVA 72.62% 16.1 kVA Total Conn. Current:80 A Power 3.5 kVA 100.00% 3.5 kVA Total Est. Demand:23.02 kVA Motor 3.1 kVA 109.56% 3.4 kVA Total Conn. Load:28.8 kVA Lighting 0.1 kVA 100.00% 0.1 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:79 A 79 A 82 A Total Load:9.5 kVA 9.5 kVA 9.8 kVA 41 IONIZATION - EQUIP PLATFORM 250 20 A 1 0.5 kVA 0.4 kVA 1 20 A MECH YARD - RECEPT 42 39 IONIZATION - EQUIP PLATFORM 250 20 A 1 0.5 kVA 0.6 kVA 1 20 A MECH/ELEC ROOMS - RECEPT 40 37 IONIZATION - EQUIP PLATFORM 250 20 A 1 0.5 kVA 0.5 kVA 1 20 A MECH CONTROLS - EQUIP PLATFORM 250 38 35 IONIZATION - EQUIP PLATFORM 250 20 A 1 0.5 kVA 1.2 kVA 1 20 A SUMP PUMP CONTROL - MECHANICAL 118 36 33 SPARE 20 A 1 0.0 kVA 0.4 kVA 34 31 SPARE 20 A 1 0.0 kVA 0.4 kVA 2 20 A EF-1 32 29 SPARE 20 A 1 0.0 kVA 1.2 kVA 1 20 A EF-6 30 27 SPARE 20 A 1 0.0 kVA 1.0 kVA 1 20 A OTHER 28 25 RECEPTACLE 20 A 1 0.2 kVA 0.0 kVA 1 20 A SPARE 26 23 RECEPT - DATA 115 20 A 1 0.4 kVA 0.0 kVA 1 20 A SPARE 24 21 RECEPT - DATA 115 20 A 1 0.4 kVA 0.0 kVA 1 20 A SPARE 22 19 RECEPT - DATA 115 ACCESS CONTROL... 20 A 1 0.4 kVA 0.4 kVA 1 20 A RECEPT - DATA 115 20 17 RECEPTACLE - CORRIDOR 130 20 A 1 0.8 kVA 0.4 kVA 1 20 A RECEPT - DATA 115 18 15 U.C. ICE MAKER - STAGING KITCHEN 116 20 A 1 1.0 kVA 0.4 kVA 1 20 A RECEPT - DATA 115 16 13 REFRIG - STAGING KITCHEN 116 20 A 1 1.8 kVA 0.4 kVA 1 20 A RECEPT - DATA 115 14 11 RECEPT - STAGING KITCHEN 116 20 A 1 1.1 kVA 1.0 kVA 1 20 A RECEPT - STAGING KITCHEN 116 12 9 RECEPT - ROOMS 116, 119, 121 20 A 1 1.0 kVA 1.5 kVA 1 20 A MICROWAVE - STUDIO 120 10 7 RECEPT - DRESSING 124 20 A 1 1.4 kVA 0.9 kVA 1 20 A COFFEE - STUDIO 120 8 5 RECEPT - ROOMS 123, 124 20 A 1 1.4 kVA 1.0 kVA 1 20 A RECEPT - STUDIO 120 6 3 RECEPT - LOUNGE 122 20 A 1 1.4 kVA 1.4 kVA 1 20 A RECEPTACLE 4 1 RECEPT - ROOMS 112, 113, 125, 126 20 A 1 1.2 kVA 1.4 kVA 1 20 A RECEPTACLE 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: LR1A Notes: Total Est. Demand Current:72 A Receptacle 11.2 kVA 94.78% 10.6 kVA Total Conn. Current:70 A Power 6.2 kVA 100.00% 6.2 kVA Total Est. Demand:25.99 kVA Motor 7.5 kVA 120.01% 9.0 kVA Total Conn. Load:25.1 kVA Lighting 0.2 kVA 100.00% 0.2 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:85 A 74 A 55 A Total Load:9.9 kVA 8.6 kVA 6.6 kVA 41 POWER 20 A 1 0.6 kVA 0.0 kVA -- -- -- SPACE 42 39 DOOR CONTROLS 20 A 1 1.5 kVA 0.0 kVA -- -- -- SPACE 40 37 RECEPT - LIFT 105 20 A 1 0.2 kVA 0.0 kVA -- -- -- SPACE 38 35 LIFT CAB LIGHTS - LIFT 105 20 A 1 0.2 kVA 0.0 kVA 1 20 A SPARE 36 33 2.0 kVA 0.0 kVA 1 20 A SPARE 34 31 2.0 kVA 0.0 kVA 1 20 A SPARE 32 29 LIFT MOTOR 30 A 3 2.0 kVA 0.0 kVA 1 20 A SPARE 30 27 RECEPT - CONCESSION 103 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 28 25 RECEPT - CONCESSION 103 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 26 23 RECEPT - RMS104,105 20 A 1 1.2 kVA 0.0 kVA 1 20 A SPARE 24 21 RECEPT - OFFICE 106 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 RECEPT - OFFICE 108 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 18 15 RECEPT - PREFUCTION 101 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 16 13 MOTORIZED SCREEN - MULTI-PURPOSE 111 20 A 1 0.5 kVA 0.0 kVA 1 20 A SPARE 14 11 O.H. PROJECTOR - MULTI-PURPOSE 111 20 A 1 1.2 kVA 0.0 kVA 1 20 A SPARE 12 9 SHADE CONNECTION - MULTI-PURPOSE 111 20 A 1 1.5 kVA 0.0 kVA 1 20 A SPARE 10 7 RECEPT - MULTIPURPOSE 111 30 A 1 2.9 kVA 2.4 kVA 1 20 A CAMERA - PREFUNCTION 8 5 FLOOR BOX - MULTIPURPOSE 111 20 A 1 0.4 kVA 0.2 kVA 1 20 A RECEPT - GAZEBO 6 3 RECEPT - MULTIPURPOSE 111 20 A 1 1.0 kVA 0.2 kVA 1 20 A RECEPT - GAZEBO 4 1 RECEPT - MULTIPURPOSE 111 20 A 1 1.0 kVA 0.2 kVA 1 20 A RECEPT - GAZEBO 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: LR1B Notes: Total Est. Demand Current:59 A Receptacle 23.8 kVA 71.01% 16.9 kVA Total Conn. Current:77 A Power 1.5 kVA 100.00% 1.5 kVA Total Est. Demand:21.43 kVA Motor 0.5 kVA 125.00% 0.7 kVA Total Conn. Load:27.7 kVA HVAC 1.9 kVA 125.00% 2.4 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:71 A 98 A 64 A Total Load:8.4 kVA 11.6 kVA 7.7 kVA 41 RECEPT - STAGE CATWALK 20 A 1 0.4 kVA 0.5 kVA 1 20 A IONIZATION - EQUIP PLATFORM 251 42 39 RECEPT - STAGE CATWALK 20 A 1 1.2 kVA 0.5 kVA 1 20 A IONIZATION - EQUIP PLATFORM 251 40 37 RECEPT - STAGE CATWALK 20 A 1 1.2 kVA 0.5 kVA 1 20 A MECH CONTROLS - EQUIP PLATFORM 251 38 35 RECEPT - STAGE CATWALK 20 A 1 1.2 kVA 0.2 kVA 1 20 A RECEPT - EQUIP PLATFORM 251 36 33 RECEPT - STAGE CATWALK 20 A 1 1.2 kVA 1.9 kVA 1 20 A HUM-1 34 31 SPARE 20 A 1 0.0 kVA 0.5 kVA 1 20 A EF-2 32 29 RECEPT - DRESSING 143 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 30 27 RECEPT - DRESSING 143 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 28 25 RECEPT - DRESSING 143 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 26 23 RECEPT - DRESSING 143 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 24 21 RECEPT - DRESSING 143 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 22 19 RECEPT - DRESSING 143 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 20 17 RECEPT - DRESSING 141 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 18 15 RECEPT - DRESSING 141 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 16 13 RECEPT - DRESSING 141 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 14 11 RECEPT - DRESSING 141 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 12 9 RECEPT - DRESSING 141 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 10 7 RECEPT - DRESSING 141 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 8 5 RECEPT - DRESSING 141 20 A 1 1.4 kVA 0.0 kVA 1 20 A SPARE 6 3 RECEPT - ROOMS 139,140,140B 20 A 1 1.2 kVA 1.6 kVA 1 20 A STAGE - RECEPT 4 1 RECEPT - RM 145 20 A 1 1.0 kVA 1.2 kVA 1 20 A STAGE - RECEPT 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:120/208 Wye A.I.C. Rating:22k Branch Panel: LR1C Notes: Receptacle 23.0 kVA 71.74% 16.5 kVA Total Est. Demand Current:63 A Power 1.5 kVA 100.00% 1.5 kVA Total Conn. Current:80 A Motor 2.8 kVA 110.20% 3.1 kVA Total Est. Demand:22.83 kVA Lighting 0.0 kVA 100.00% 0.0 kVA Total Conn. Load:28.7 kVA HVAC 1.4 kVA 125.00% 1.7 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:74 A 84 A 83 A Total Load:8.9 kVA 9.9 kVA 9.9 kVA 41 RECEPT - DRESSING 156 20 A 1 1.0 kVA 0.4 kVA 1 20 A MECH YARD - RECEPT 42 39 RECEPT - DRESSING 156 20 A 1 1.0 kVA 0.7 kVA 40 37 RECEPT - DRESSING 156 20 A 1 1.0 kVA 0.7 kVA 2 30 A OU-5 38 35 RECEPT - DRESSING 156 20 A 1 1.0 kVA 0.5 kVA 1 20 A MECH CONTROLS - EQUIP PLATFORM 252 36 33 RECEPT - DRESSING 154 20 A 1 1.0 kVA 0.5 kVA 1 20 A IONIZATION - EQUIP PLATFORM 252 34 31 RECEPT - DRESSING 154 20 A 1 1.0 kVA 0.2 kVA 1 20 A RECEPT - EQUIP PLATFORM 252 32 29 RECEPT - DRESSING 154 20 A 1 1.0 kVA 1.2 kVA 1 20 A EF-5 30 27 RECEPT - DRESSING 154 20 A 1 1.0 kVA 1.2 kVA 1 20 A EF-4 28 25 RECEPT - DRESSING 154 20 A 1 1.0 kVA 0.5 kVA 1 20 A EF-3 26 23 RECEPT - DRESSING 154 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 24 21 RECEPT - DRESSING 154 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 22 19 RECEPT - DRESSING 154 20 A 1 1.2 kVA 0.0 kVA 1 20 A SPARE 20 17 RECEPT - DRESSING 156 20 A 1 1.2 kVA 0.0 kVA 1 20 A SPARE 18 15 RECEPT - GREEN ROM 164 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 16 13 RECEPT - GREEN ROOM 164 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 14 11 RECEPT - OFFICE 163 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 12 9 RECEPT - OFFICE 162 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 10 7 EWC - CORRIDOR 159 20 A 1 0.5 kVA 0.0 kVA 1 20 A HALL REAR CORR. - STEP LIGHT 8 5 RECEPT - SHOP 160 20 A 1 0.8 kVA 1.0 kVA 1 20 A DRESSING 156 - RECEPT 6 3 RECEPT - SHOP 160 20 A 1 1.0 kVA 1.0 kVA 1 20 A DRESSING 156 - RECEPT 4 1 RECEPT - CORRIDOR 148 20 A 1 0.8 kVA 1.0 kVA 1 20 A DRESSING 156 - RECEPT 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:SHOP 160 Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: LR1D Notes: Total Est. Demand Current:27 A Total Conn. Current:27 A Receptacle 8.0 kVA 100.00% 8.0 kVA Total Est. Demand:9.74 kVA Power 0.5 kVA 100.00% 0.5 kVA Total Conn. Load:9.7 kVA Lighting 1.2 kVA 100.00% 1.2 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:28 A 32 A 22 A Total Load:3.3 kVA 3.7 kVA 2.7 kVA 41 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 42 39 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 40 37 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 32 29 RECEPT - CONTROL 202 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 30 27 RECEPT - AMP 201 20 A 1 0.8 kVA 0.0 kVA 1 20 A SPARE 28 25 DED. RECEPT - FOLLOW SPOT 202A 30 A 1 0.2 kVA 0.0 kVA 1 20 A SPARE 26 23 DED. RECEPT - FOLLOW SPOT 202A 30 A 1 0.2 kVA 0.0 kVA 1 20 A SPARE 24 21 RECEPT - FOLLOW SPOT 202A 20 A 1 0.4 kVA 0.0 kVA 1 20 A SPARE 22 19 RECEPT - HALL 20 A 1 1.2 kVA 0.0 kVA 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 18 15 RECEPT - TECH STAIR 137 20 A 1 0.4 kVA 0.0 kVA 1 20 A SPARE 16 13 RECEPT - TECH STAIR 136 20 A 1 0.4 kVA 0.1 kVA 1 20 A STEP LIGHT - TECH STAIR 137 14 11 RECEPT - HALL CATWALK 20 A 1 1.2 kVA 0.1 kVA 1 20 A STEP LIGHT - TECH STAIR 136 12 9 RECEPT - HALL CATWALK 20 A 1 1.2 kVA 0.5 kVA 1 20 A ISLE WAY LIGHT - HALL 10 7 SPARE 20 A 1 0.0 kVA 0.9 kVA 1 20 A TRACK LIGHT - STAGE CONTROL BOOTH 8 5 FLOOR BOX - HALL 20 A 1 0.4 kVA 0.0 kVA 1 20 A STEP LIGHT - STAGE CONTROL BOOTH 6 3 FLOOR BOX - APRON 20 A 1 0.4 kVA 0.0 kVA 1 20 A INDEX LIGHTING - STAGE 4 1 FLOOR BOX - APRON 20 A 1 0.4 kVA 0.1 kVA 1 20 A STEP LIGHT - HALL 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: LR1E Notes: Total Est. Demand Current:45 A Total Conn. Current:61 A Total Est. Demand:16.25 kVA Receptacle 21.4 kVA 73.35% 15.7 kVA Total Conn. Load:22.0 kVA Lighting 0.5 kVA 100.00% 0.5 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:63 A 64 A 58 A Total Load:7.4 kVA 7.6 kVA 6.9 kVA 41 4.8 kVA 0.0 kVA -- -- -- SPACE 42 39 4.8 kVA 0.0 kVA -- -- -- SPACE 40 37 DRYER - UTILITY 158B 50 A 3 4.8 kVA 0.0 kVA -- -- -- SPACE 38 35 WASHER - UTILITY 158B 20 A 1 0.6 kVA 0.0 kVA -- -- -- SPACE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 RECEPT - BLACK BOX 149 20 A 1 1.6 kVA 0.0 kVA 1 20 A SPARE 10 7 RECEPT - BLACK BOX CATWALK 20 A 1 1.2 kVA 0.1 kVA 1 20 A STEP LIGHT - BLACK BOX CAT WALK 8 5 RECEPT - BLACK BOX CATWALK 20 A 1 1.2 kVA 0.3 kVA 1 20 A TRACK LIGHT - BLACK BOX CONTROL ROOM 6 3 RECEPT - BLACK BOX CATWALK 20 A 1 1.2 kVA 0.0 kVA 1 20 A STEP LIGHT - BLACK BOX CONTROL ROOM 4 1 RECEPT - BLACK BOX CATWALK 20 A 1 1.2 kVA 0.1 kVA 1 20 A STEP LIGHT - BLACK BOX 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:SHOP 160 Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: LR1F Notes: Total Est. Demand Current:9 A Total Conn. Current:9 A Total Est. Demand:3.16 kVA Total Conn. Load:3.2 kVA Receptacle 3.2 kVA 100.00% 3.2 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:12 A 9 A 6 A Total Load:1.4 kVA 1.0 kVA 0.8 kVA 41 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 8 5 RECEPT - TICKET 107 20 A 1 0.6 kVA 0.2 kVA 1 20 A RECEPT - EXTERIOR GAZEBO 6 3 TELEVISIONS - TICKET 107 20 A 1 0.6 kVA 0.4 kVA 1 20 A TELEVISION - ROOMS 106, 108 4 1 TELEVISIONS - ROOMS 154, 156, 162, 164 20 A 1 0.8 kVA 0.6 kVA 1 20 A TELEVISIONS - ROOMS 122, 141, 143 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:STOR 127 Volts:120/208 Wye A.I.C. Rating:22k Branch Panel: LR1G Notes: Total Est. Demand Current:21 A Total Conn. Current:20 A Total Est. Demand:7.48 kVA Lighting 0.0 kVA 0.00% 0.0 kVA Total Conn. Load:7.0 kVA HVAC 7.0 kVA 106.25% 7.5 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:29 A 15 A 15 A Total Load:3.5 kVA 1.8 kVA 1.8 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A CIRC PUMP 10 7 0.9 kVA 0.9 kVA 8 5 OU-3 25 A 2 0.9 kVA 0.9 kVA 2 25 A OU-4 6 3 0.9 kVA 0.9 kVA 4 1 OU-1 25 A 2 0.9 kVA 0.9 kVA 2 25 A OU-2 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:DLR1A Phases:3 Mains Type:MCB Location:EQUIPMENT PLATFORM...Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: LR2A HALL M.P. B.B. REVISIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:02:23 PME06-06 ELECTRICAL PANEL BOARD SCHEDULES - A/V 09/18/2018 17008.0000 09.18.2018 E06-06ELECTRICAL PANEL BOARD SCHEDULES - A/V2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 BLACK BOXHALLDPAV Notes: Total Est. Demand Current:75 A Total Conn. Current:122 A Total Est. Demand:26.90 kVA Total Conn. Load:43.8 kVA Receptacle 43.8 kVA 61.42% 26.9 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:149 A 134 A 93 A Total Load:17.2 kVA 15.4 kVA 11.2 kVA 83 0.0 kVA 0.0 kVA 84 81 0.0 kVA 0.0 kVA 82 79 BLACK BOX - AUDIO RACK 200 A 3 0.0 kVA 0.0 kVA 3 200 A HALL - AUDIO RACK 80 77 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 78 75 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 76 73 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 74 71 AP-1 RECEPT - LVL3 - PROJECTOR... 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 72 69 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 70 67 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 68 65 AH-7 RECEPT - LVL3 - CATWALK HALL 131 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 66 63 AH-7 RECEPT - LVL3 - CATWALK HALL 131 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 64 61 AH-7 RECEPT - LVL3 - CATWALK HALL 131 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 62 59 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 60 57 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 58 55 AU-7 RECEPT - LVL3 - CATWALK STAGE 135 20 A 1 1.0 kVA 1.0 kVA 1 20 A AP-6 RECEPT - ENTRY VESTIBULE 56 53 AU-7 RECEPT - LVL3 - CATWALK STAGE 135 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 54 51 AU-7 RECEPT - LVL3 - CATWALK STAGE 135 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 52 49 SPARE 20 A 1 0.0 kVA 1.0 kVA 1 20 A DH-7 REC - LVL3 - CATWALK BLACK BOX 149 50 47 SPARE 20 A 1 0.0 kVA 1.0 kVA 1 20 A DH-7 REC - LVL3 - CATWALK BLACK BOX 149 48 45 RECEPT - LVL2 - AMP 201B 20 A 1 1.0 kVA 1.0 kVA 1 20 A DH-7 REC - LVL3 - CATWALK BLACK BOX 149 46 43 RECEPT - LVL2 - AMP 201B 20 A 1 1.0 kVA 1.0 kVA 1 20 A DH-7 REC - LVL3 - CATWALK BLACK BOX 149 44 41 RECEPT - LVL2 - AMP 201B 20 A 1 1.0 kVA 1.0 kVA 1 20 A DH-7 REC - LVL3 - CATWALK BLACK BOX 149 42 39 RECEPT - LVL2 - AMP 201B 20 A 1 1.0 kVA 1.0 kVA 1 20 A DH-7 REC - LVL3 - CATWALK BLACK BOX 149 40 37 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 36 33 AJ-2 RECEPT - LVL2 - CONTROL 202 20 A 1 2.0 kVA 0.2 kVA 1 20 A RECEPT - AMP 206 34 31 CB-2 RECEPT - LVL2 - CONTROL 202 20 A 1 1.0 kVA 0.2 kVA 1 20 A RECEPT - AMP 206 32 29 SPARE 20 A 1 0.0 kVA 0.2 kVA 1 20 A RECEPT - AMP 206 30 27 SPARE 20 A 1 0.0 kVA 0.2 kVA 1 20 A RECEPT - AMP 206 28 25 AT-9 FLOOR BOX- LVL1 - HALL 131 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 26 23 AK-9 FLOOR BOX- LVL1 - HALL 131 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 24 21 AE-9 FLOOR BOX- LVL1 - APRON 134 20 A 1 1.0 kVA 2.0 kVA 1 20 A DJ-2 RECEPT - LVL2 - CONTROL 202 22 19 AA-2 RECEPT- LVL1 - STAGE 135 20 A 1 1.0 kVA 1.0 kVA 1 20 A FB-2 RECEPT - LVL2 - CONTROL 202 20 17 AE-9 FLOOR BOX- LVL1 - APRON 134 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 18 15 AA-2 RECEPT- LVL1 - STAGE 135 20 A 1 1.0 kVA 0.0 kVA 1 20 A SPARE 16 13 AC-2 RECEPT - LVL1 - STAGE 135 20 A 1 1.0 kVA 2.0 kVA 1 20 A DK-2 RECEPT- LVL1 - BLACK BOX 149 14 11 SPARE 20 A 1 0.0 kVA 1.0 kVA 1 20 A DT-2 RECEPT- LVL1 - BLACK BOX 149 12 9 SPARE 20 A 1 0.0 kVA 1.0 kVA 1 20 A DA-2 RECEPT- LVL1 - BLACK BOX 149 10 7 GA-2 RECEPT - MULTIPURPOSE 111 20 A 1 1.0 kVA 1.0 kVA 1 20 A DA-2 RECEPT- LVL1 - BLACK BOX 149 8 5 GA-2 RECEPT - MULTIPURPOSE 111 20 A 1 1.0 kVA 1.0 kVA 1 20 A DA-2 RECEPT- LVL1 - BLACK BOX 149 6 3 GA-2 RECEPT - MULTIPURPOSE 111 20 A 1 1.0 kVA 1.0 kVA 1 20 A DA-2 RECEPT- LVL1 - BLACK BOX 149 4 1 GA-2 RECEPT - MULTIPURPOSE 111 20 A 1 1.0 kVA 1.0 kVA 1 20 A DA-2 RECEPT- LVL1 - BLACK BOX 149 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:600 A Mounting:Surface Wires:4 Mains Rating:600 A Supply From:DLAV1AIG Phases:3 Mains Type:MCB Location:AMP 201B Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: DPAV Notes: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0.00 kVA Total Conn. Load:0.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:0 A 0 A 0 A Total Load:0.0 kVA 0.0 kVA 0.0 kVA 83 84 81 82 79 80 77 78 75 76 73 74 71 72 69 70 67 68 65 66 63 64 61 62 59 60 57 58 55 56 53 54 51 52 49 50 47 48 45 46 43 44 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:200 A Mounting:Surface Wires:4 Mains Rating:200 A Supply From:DPAV Phases:3 Mains Type:MCB Location:AMP 201B Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: HALL Notes: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0.00 kVA Total Conn. Load:0.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:0 A 0 A 0 A Total Load:0.0 kVA 0.0 kVA 0.0 kVA 83 84 81 82 79 80 77 78 75 76 73 74 71 72 69 70 67 68 65 66 63 64 61 62 59 60 57 58 55 56 53 54 51 52 49 50 47 48 45 46 43 44 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 6 3 4 1 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:200 A Mounting:Surface Wires:4 Mains Rating:200 A Supply From:DPAV Phases:3 Mains Type:MCB Location:AMP 206 Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: BLACK BOX HALL M.P. B.B. REVISIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:02:33 PME06-07 ELECTRICAL PANEL BOARD SCHEDULES - THEATRE 09/18/2018 17008.0000 09.18.2018 E06-07ELECTRICAL PANEL BOARD SCHEDULES - THEATRE2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 RP-11RP-2RP-1 Notes: Total Est. Demand Current:58 A Total Conn. Current:58 A Total Est. Demand:21.00 kVA Total Conn. Load:21.0 kVA Lighting 21.0 kVA 100.00% 21.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:58 A 58 A 58 A Total Load:7.0 kVA 7.0 kVA 7.0 kVA 47 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 48 45 PB-218 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-219 46 43 PB-217 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-218 44 41 PB-216 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-217 42 39 PB-215 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-216 40 37 PB-214 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-215 38 35 PB-213 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-214 36 33 PB-211 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-212 34 31 PB-210 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-211 32 29 PB-209 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-210 30 27 PB-208 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-209 28 25 PB-207 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-208 26 23 PB-206 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-207 24 21 22 19 20 17 LTG - STAGE CATWALK - PB-204 20 A 1 0.5 kVA 0.5 kVA 1 20 A PB-205 - STAGE CATWALK - LTG 18 15 LTG - STAGE CATWALK - PB-202 20 A 1 0.5 kVA 0.5 kVA 1 20 A PB-204 - STAGE CATWALK - LTG 16 13 PB-201 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A PB-202 - STAGE CATWALK - LTG 14 11 PB-222 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-223 12 9 PB-221 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-222 10 7 PB-220 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-221 8 5 PB-226 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-227 6 3 PB-225 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-226 4 1 PB-224 - STAGE CATWALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - STAGE CATWALK - PB-225 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:200 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:DLTH1A Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating:22K Relay Panel: RP-1 Relay Panel provided by:Div. 11 Notes: Total Est. Demand Current:36 A Total Conn. Current:36 A Total Est. Demand:13.05 kVA Total Conn. Load:13.0 kVA Lighting 13.0 kVA 100.00% 13.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:42 A 32 A 36 A Total Load:5.0 kVA 3.8 kVA 4.2 kVA 47 THE HALL CATWALK LIGHTS 20 A 1 0.5 kVA 0.3 kVA 1 20 A THE HALL BOOTH - LIGHTING 48 45 0.2 kVA 1 20 A THE HALL BACK WALL - LIGHTING 46 43 44 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 PB-276 - PREFUNCTION - LTG 20 A 1 0.5 kVA 0.1 kVA 1 20 A LTG - STAGE 135 28 25 PB-275 - PREFUNCTION - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - PREFUNCTION - PB-276 26 23 SPARE 20 A 1 0.0 kVA 0.5 kVA 1 20 A LTG - PREFUNCTION - PB-275 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 PB-171 - PREFUNCTION - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - PREFUNCTION - PB-171 20 17 PB-273 - PREFUNCTION - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - PREFUNCTION - PB-274 18 15 PB-271 - PREFUNCTION - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - PREFUNCTION - PB-272 16 13 PB-406 - MULTIPURPOSE - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - PREFUNCTION - PB-271 14 11 PB-405 - MULTIPURPOSE - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - MULTIPURPOSE - PB-406 12 9 PB-404 - MULTIPURPOSE - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - MULTIPURPOSE - PB-405 10 7 PB-403 - MULTIPURPOSE - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - MULTIPURPOSE - PB-404 8 5 PB-402 - MULTIPURPOSE - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - MULTIPURPOSE - PB-403 6 3 PB-103 - MULTIPURPOSE - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - MULTIPURPOSE - PB-402 4 1 PB-101 - MULTIPURPOSE - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - MULTIPURPOSE - PB-102 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:200 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:DLTH1A Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating:22K Relay Panel: RP-2 Relay Panel provided by:Div. 11 Notes: Total Est. Demand Current:33 A Total Conn. Current:33 A Total Est. Demand:12.00 kVA Total Conn. Load:12.0 kVA Lighting 12.0 kVA 100.00% 12.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:33 A 33 A 33 A Total Load:4.0 kVA 4.0 kVA 4.0 kVA 47 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 48 45 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 46 43 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 44 41 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 42 39 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 40 37 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 PB-153 - BLACK BOX - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX - PB-154 24 21 PB-151 - BLACK BOX - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX - PB-152 22 19 PB-366 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-366 20 17 PB-365 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-365 18 15 PB-363 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-364 16 13 PB-362 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-363 14 11 PB-361 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-362 12 9 PB-359 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-360 10 7 PB-357 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-358 8 5 PB-355 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-356 6 3 PB-353 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-354 4 1 PB-351 - BLACK BOX CAT WALK - LTG 20 A 1 0.5 kVA 0.5 kVA 1 20 A LTG - BLACK BOX CAT WALK - PB-352 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:200 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:DLTH1A Phases:3 Mains Type:MCB Location:AMP 206 Volts:120/208 Wye A.I.C. Rating:22K Relay Panel: RP-11 Relay Panel provided by:Div. 11 HALL M.P. B.B. REVISIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:02:42 PME06-08 ELECTRICAL PANEL BOARD SCHEDULES - STANB-BY 09/18/2018 17008.0000 09.18.2018 E06-08ELECTRICAL PANEL BOARD SCHEDULES - STANB-BY2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 EHL1A G RP-12RP-3ELL1A ELL2A Notes: Total Est. Demand Current:28 A Total Conn. Current:28 A Total Est. Demand:23.52 kVA Power 0.1 kVA 100.00% 0.1 kVA Total Conn. Load:23.5 kVA Lighting 14.8 kVA 100.00% 14.8 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:32 A 29 A 25 A Total Load:8.8 kVA 7.8 kVA 6.9 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 8 5 LIGHTING 20 A 1 0.3 kVA 6.8 kVA 6 3 LIGHT - EXTERIOR 20 A 1 0.4 kVA 7.3 kVA 4 1 LIGHT - BACK OF HOUSE 20 A 1 1.0 kVA 7.8 kVA 3 150 A PANEL ELL1A VIA XFMR TELL1A 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDE WITH FEED THRU LUGS FOR 75 KVA TRANSFORMER.. Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:150 A Mounting:Surface Wires:4 Mains Rating:225 A Supply From:ATS-EHL Phases:3 Mains Type:MCB Location:EMERG. ELEC. 114 Volts:480/277 Wye A.I.C. Rating:42K Branch Panel: EHL1A Notes: Total Est. Demand Current:61 A Total Conn. Current:61 A Total Est. Demand:21.99 kVA Power 0.1 kVA 100.00% 0.1 kVA Total Conn. Load:22.0 kVA Lighting 14.3 kVA 100.00% 14.3 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:66 A 62 A 57 A Total Load:7.8 kVA 7.3 kVA 6.8 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 2.9 kVA 0.0 kVA 1 20 A SPARE 18 15 2.8 kVA 0.0 kVA 1 20 A SPARE 16 13 GENERATOR PANEL G 60 A 3 2.0 kVA 0.0 kVA 1 20 A SPARE 14 11 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 PANEL ELL2A 100 A 3 0.0 kVA 0.1 kVA 1 20 A FIRE ALARM CONTROL PANEL 8 5 0.4 kVA 3.5 kVA 6 3 0.2 kVA 4.3 kVA 4 1 BLACK BOX - RP-12 100 A 3 1.8 kVA 4.0 kVA 3 100 A THEATRE - RP-3 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:300 A Mounting:Surface Wires:4 Mains Rating:400 A Supply From:TELL1A Phases:3 Mains Type:MCB Location:EMERG. ELEC. 114 Volts:120/208 Wye A.I.C. Rating:42K Branch Panel: ELL1A Notes: Total Est. Demand Current:0 A Total Conn. Current:0 A Total Est. Demand:0.00 kVA Total Conn. Load:0.0 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:0 A 0 A 0 A Total Load:0.0 kVA 0.0 kVA 0.0 kVA 41 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 42 39 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 40 37 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 38 35 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 36 33 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 34 31 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 32 29 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 30 27 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 28 25 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 26 23 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 24 21 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 22 19 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 16 13 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 8 5 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 6 3 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 4 1 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:ELL1A Phases:3 Mains Type:MCB Location:DIMMER 203B Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: ELL2A Notes: Total Est. Demand Current:33 A Total Conn. Current:33 A Total Est. Demand:11.84 kVA Total Conn. Load:11.8 kVA Lighting 11.8 kVA 100.00% 11.8 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:34 A 36 A 30 A Total Load:4.0 kVA 4.3 kVA 3.5 kVA 35 WALL LIGHT - MULTIPURPOSE ROOM 20 A 1 0.7 kVA 36 33 HOUSE LIGHT - MULTIPURPOSE ROOM 20 A 1 0.1 kVA 0.3 kVA 1 20 A MULTIPURPOSE ROOM - HOUSE LIGHT 34 31 0.0 kVA 1 20 A SPARE 32 29 LIGHT - EXIT SIGNS 20 A 1 0.2 kVA 0.8 kVA 1 20 A LIGHTING 30 27 LOBBY LIGHT - PREFUNCTION 111 - ZONE 4 20 A 1 0.5 kVA 0.5 kVA 1 20 A LIGHTING 28 25 LOBBY LIGHT - PREFUNCTION 111 - ZONE 2 20 A 1 0.8 kVA 0.5 kVA 1 20 A ZONE 3 - PREFUNCTION 111 - LOBBY LIGHT 26 23 HOUSE LIGHT - MULTIPURPOSE ROOM 20 A 1 0.3 kVA 0.7 kVA 1 20 A ZONE 1 - PREFUNCTION 111 - LOBBY LIGHT 24 21 HOUSE LIGHT - HL CORRIDOR 20 A 1 0.7 kVA 0.7 kVA 1 20 A MULTIPURPOSE ROOM - HOUSE LIGHT 22 19 HOUSE LIGHT - HR CORRIDOR 20 A 1 0.9 kVA 0.2 kVA 1 20 A MEZZANINE LIGHT - HL CORRIDOR 20 17 WALL LIGHT - HALL 20 A 1 0.0 kVA 0.3 kVA 1 20 A MEZZANINE LIGHT - HR CORRIDOR 18 15 HOUSE LIGHT - HALL 20 A 1 0.2 kVA 0.0 kVA 1 20 A HALL - WALL LIGHT 16 13 HOUSE LIGHT - HALL 20 A 1 0.6 kVA 0.4 kVA 1 20 A HALL - HOUSE LIGHT 14 11 DOWN LIGHT - HALL 20 A 1 0.1 kVA 0.2 kVA 1 20 A LIGHTING 12 9 HOUSE LIGHT - STAIR 137 20 A 1 0.2 kVA 0.2 kVA 1 20 A STAIR 136 - HOUSE LIGHT 10 7 HOUSE LIGHT - HALL CATWALK 20 A 1 0.3 kVA 0.1 kVA 1 20 A STAGE CONTROL BOOTH - HOUSE LIGHT 8 5 HOUSE LIGHT - LOADING GALLERY 20 A 1 0.1 kVA 0.1 kVA 1 20 A HALL CATWALK - STEP LIGHT (BLUE)6 3 STEP LIGHT (BLUE) - STAGE CATWALK 20 A 1 0.1 kVA 1.0 kVA 1 20 A STAGE CATWALK - HOUSE LIGHT 4 1 STEP LIGHT (BLUE) - STAGE 20 A 1 0.1 kVA 0.1 kVA 1 20 A STAGE - HOUSE LIGHT 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:ELL1A Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating:22K Relay Panel: RP-3 Relay Panel provided by:Div. 11 Notes: Total Est. Demand Current:7 A Total Conn. Current:7 A Total Est. Demand:2.41 kVA Total Conn. Load:2.4 kVA Lighting 2.4 kVA 100.00% 2.4 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:15 A 2 A 4 A Total Load:1.8 kVA 0.2 kVA 0.4 kVA 11 LIGHT - EXIT SIGNS 20 A 1 0.1 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 BLACK BOX - HOUSE LIGHT 20 A 1 1.1 kVA 0.5 kVA 1 20 A HOUSE LIGHT - BLACK BOX 8 5 BLACK BOX CAT WALK - HOUSE LIGHT 20 A 1 0.2 kVA 0.2 kVA 1 20 A HOUSE LIGHT - BLACK BOX CAT WALK 6 3 BLACK BOX CONTROL BOOTH - HOUSE... 20 A 1 0.1 kVA 0.2 kVA 1 20 A HOUSE LIGHT - BLACK BOX CAT WALK 4 1 BLACK BOX SLL - HOUSE LIGHT 20 A 1 0.1 kVA 0.1 kVA 1 20 A LIGHTING 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT PROVIDED BY DIV. 11 AND INSTALLED BY DIV . 26 Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:100 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:ELL1A Phases:3 Mains Type:MCB Location:AMP 206 Volts:120/208 Wye A.I.C. Rating:22K Relay Panel: RP-12 Relay Panel provided by:Div. 11 Notes: Total Est. Demand Current:21 A Total Conn. Current:21 A Total Est. Demand:7.68 kVA Total Conn. Load:7.7 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:17 A 24 A 25 A Total Load:2.0 kVA 2.8 kVA 2.9 kVA 23 SPACE -- -- --0.0 kVA 0.0 kVA -- -- -- SPACE 24 21 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 22 19 SPACE -- -- -- 0.0 kVA 0.0 kVA -- -- -- SPACE 20 17 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 18 15 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 16 13 SPARE 20 A 1 0.0 kVA 0.0 kVA -- -- -- SPACE 14 11 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 12 9 SPARE 20 A 1 0.0 kVA 0.0 kVA 1 20 A SPARE 10 7 SPARE 20 A 1 0.0 kVA 0.4 kVA 1 20 A RECEPT - QUAD 8 5 1.6 kVA 1.3 kVA 6 3 PAN HEATER 20 A 2 1.6 kVA 1.2 kVA 2 20 A WATER JACKET 4 1 BATTERY CHARGER 20 A 1 1.1 kVA 0.5 kVA 1 20 A GENERATOR ENCLOSURE LIGHT 2 CKT Circuit Description N o t e Trip P o l e A B C P o l e Trip N o t e Circuit Description CKT Notes: Neutral Rating:100.00% Enclosure:Type 1 MCB Rating:60 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:ELL1A Phases:3 Mains Type:MCB Location:Volts:120/208 Wye A.I.C. Rating:22K Branch Panel: G HALL M.P. B.B. REVISIONS 750 kVA 1600 A 277/480V, 3-PHASE, 4 WIRE(65,000 AIC) (52,175 SCA) PNL - MDP THIRD LEVEL 1600 480Y/277V, 3-PHASE, 4 WIRE WYE SECONDARY 5.32% IMPEDANCE 971 FULL LOAD CURRENT 52,175AMPS, AVAILABLE SCA 60 400 HM2A (42,000 AIC) MECHANICAL DISTRIBUTION RECEPTACLES 150175 GROUND FLOOR 400 175400 175100 SS ATS-FP 150 A (65,000 WSR) FIRE PUMP ROOM XXXX N G 1 2 3 7 8 9 10 11 M 1 PACKAGED FIRE PUMP C/W AUTOMATIC TRANSFER SWITCH, FULL SERVICE FULL VOLTAGE, VFD MOTOR STARTER, ELECTRIC FIRE PUMP CONTROLLER. 60HP, 480V, 3PH, 77 FLA, 435 LRA 100kA SCWR REFER TO CIVIL AND UTILITY DRAWINGS FOR CONDUIT AND CABLE INFORMATION. NOTES BY SYMBOL PROVIDE ELECTRICAL GROUNDING AND BONDING TO NATIONAL ELECTRICAL CODE - 2014 EDITION AND CITY OF FLOWER MOUND LOCAL AMENDMENTS. COORDINATE SPD REQUIREMENTS WITH SWITCHBOARD MANUFACTURER AND ELECTRICAL SPECIFICATIONS. SHORT-CIRCUIT FAULT CURRENT VALUE BASED ON 750KVA ONCOR TRANSFORMER WITH 5.32% IMPEDANCE AND INFINITY PRIMARY. CONTROLLER SHALL BE LISTED TO WITHSTAND THE AVAILABLE SHORT-CIRCUIT FAULT CURRENT AS INDICATED. AUTOMATIC TRANSFER SWITCH “ATS” SHALL BE PROVIDED WITH CONTACT CLOSURES. PROVIDE ADDITIONAL CONTACT CLOSURES / LOGIC TO INHIBIT FIRE PUMP “ATS” FROM TRANSFERRING TO EMERGENCY SOURCE WHEN NORMAL UTILITY (ONCOR) SOURCE IS AVAILABLE, IF MAIN CIRCUIT OR “ATS” NORMAL SOURCE FEEDER CIRCUIT BREAKER IS TRIPPED / OPENED. PROVIDE (2) 1" CONDUITS COMPLETE WITH PULL TAPE BETWEEN CONTROLLER AND PUMP MOTOR ASSEMBLY FOR CONTROL WIRING REQUIREMENTS. FIRE PUMP FEEDERS TO BE ROUTED UNDER GROUND IN GRC ENCASED IN CONCRETE . STUB UP DIRECTLY INTO THE BOTTOM OF FIRE PUMP SERVICE DISCONNECT. MAKE FINAL CONNECTIONS IN GRC SUPPORTED ON UNISTRAT CONDUIT RACK FASTENED / SECURED TO THE STRUCTURE. GROUND BAR SHOWN FOR ISOLATION GROUNDING ONLY. PROVIDE ADDITIONAL NORMAL GROUNDING BARS AS INDICATED ON THE PLANS. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL COMPANY SWITCH. 200A, 3 PHASE, 120/208V, LEX PRODUCT #LEX CS-200F-C5DB1. REFER TO AV SHEET AV1-01. COORDINATE FINAL LOCATION AND CONNECTION REQUIREMENTS WITH AV CONTRACTOR. FINAL UTILITY POWER LOCATION TO BE DETERMINED BY ONCOR. PROVIDE ALLOWANCE FOR (2) SETS OF 120 LINEAR FEET OF EMPTY 4" RACEWAY WITH PULL ROPE FOR PRICING. 2 3 4 5 6 7 8 1 4 (1) #4/0 GEC TO CONCRETE ENCASED GROUND ELECTRODES 1 (1)#4/0 GEC TO CONCRETE ENCASED GROUND ELECTRODES)NG7 7 600AR 450AF 6 5 LSIG 1600A TRIP GFIC 3 (SERVICE ENTRANCE RATED) ELECTRICAL SECONDARY SERVICE LOAD ANALYSIS FIRE PUMP KVA: 54.0 NEC DEMAND FACTOR: x 1.25 PUMP DEMAND KVA =67.5 BUILDING DEMAND LOAD KVA =807.4 TOTAL KVA 874.9 @ 480V, 3 PHASE =1052.3 AMPS UTILITY TRANSFORMER PRIMARY OCP RATING ANALYSIS FIRE PUMPLOCKED ROTOR KVA :362.0 BUILDING DEMAND LOAD KVA =807.4 TOTAL KVA 1,169.4 @ 24.9GY/14.4 =34.23 AMPS REFER TO PANEL SCHEDULE "MDP" FOR BUILDING LOADS UTILITY TRANSFORMER SHALL BE CAPABLE OF WITHSTANDING 125% OF FIRE PUMP LOAD, PLUS 100% OFD THE BUILDING DEMAND LOAD. PRIMARY OVERCURRENT PROTECTIVE DEVICES SHALL BE RATED TO WITHSTAND THE FIRE PUMP LOCKED ROTOR CURRENT PLUS 100% OF THE BUILDING DEMAND CURRENT. SECOND LEVEL 480V- 120/208V #1/0 TDLR1A 112.5 kVA ELECTRICAL 117MECHANICAL 118 MECHANICAL 400 HM1A (42,000 AIC) 100 100 100 100 LR1B (22,000 AIC) SHOP 160 100 LR1D (22,000 AIC) RECEPTACLES EXTERIORELECTRICAL 17 100 LR1F (22,000 AIC) RECEPTACLES 100 LR1E (22,000 AIC) RECEPTACLES SPACE100 100 100 MECHANICAL 250 400 HM2B (42,000 AIC) MECHANICAL MECHANICAL 252 100 100 LR2A (22,000 AIC) RECEPTACLES AMP 206CONTROL 202 BLACK BOX AUDIO EQUIPMENT RACK 600 DPAV CONTROL CABINET DLR1A (22,000 AIC) 400 T112.5P 100100 T112.5S 400 600 100 400 400 RECEPTACLES 100 MECHANICAL 251 100 100 LR1C (22,000 AIC) RECEPTACLES 100 100 LR1A (22,000 AIC) RECEPTACLES 150 HL2A (22,000 AIC) LIGHTS 150 100 8 STORAGE 127 100 LR1G (22,000 AIC) RECEPTACLES AUDIO/VISUAL T112.5P T112.5S 480V- 120/208V #1/0 TDLAV1AIG 112.5 kVA 100 400 DLAV1AIG (42,000 AIC) 200 DISTRIBUTION RECEPTACLES AUDIO/VISUAL WITH IG T112.5P K-13 480V- 120/208V #1/0 TDLTH1A 112.5 kVA T112.5S 200 200 HALL AUDIO EQUIPMENT RACK (BY OTHERS)(BY OTHERS)SEQUENCE PANELBOARD (BY OTHERS) 2 REFER TO SHEET E07-02 FOR CONTINUATION TO STAND-BY SYSTEM 150 REFER TO SHEET E07-02 FOR CONTINUATION TO 400 DLTH1A (42,000 AIC) DISTRIBUTION LIGHTING THEATRE 100 200 RP-2 RELAY PANEL 200 (BY OTHERS) 100 200 RP-1 RELAY PANEL 200 (BY OTHERS) 200 RP-11 RELAY PANEL 200 (BY OTHERS) AMP 201 200 STAGE 135 200A AUDIO COMPANY SWITCH CONTROL 205 UTILITY TRANSFORMER - 500KVA 6 100 5 12 SPACE400 3 100 400 400 400 150 2 150 200 SPARE9 9 10 10 11 1600 1 STAGE BANNER CONTROLLER DISCONNECT 100A RIGGING CONTROLLER DISCONNECT 100A 200 200 200 1 100 STANDARD FOR PANEL/TRANSFORMER DESIGNATIONS EX: "DH TH 1 A IG" FLOOR LEVEL ALHPABETIC SEQUENCE OF PANEL/TRANSFORMER H - 480/277V L - 208/120V T- TRANSFORMER DH - 480/277V DIST. PANEL DL - 208/120V DIST. PANEL EH - 480/277V STAND-BY EMERG. EL - 208/120V STAND-BY EMERG. MDP MAIN DIST. PANEL EMDP EMERG. MAIN DIST. PANEL R - RECEPTACLE L - LIGHTING M - EQUIPMENT TH - THEATRE AV - AUDIO/VISUAL ISOLATED GROUND 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:02:54 PME07-01 ELECTRICAL ONE-LINE DIAGRAM - NORMAL 09/18/2018 17008.0000 09.18.2018 E07-01ELECTRICAL ONE-LINE DIAGRAM - NORMAL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 12" = 1'-0"1 ONE-LINE RISER DIAGRAM E07.01 - COPPER CONDUCTOR/FEEDER SCHEDULE (90/75 RATED) SYMBOL NUMBER OF SETS PHASE CONDUCTORS (QUANTITY) SIZE - AWG NEUTRAL CONDUCTORS (QUANTITY) SIZE - AWG GROUNDING CONDUCTORS (QUANTITY) SIZE - AWG CONDUIT SIZE (QUANTITY) SIZE REMARKS 100 1 (3) #1 (1) #1 (1) #8 (1) 1 1/2" 150 1 (3) #1/0 (1) #1/0 (1) #6 (1) 2" 200 1 (3) #3/0 (1) #3/0 (1) #6 (1) 2" 400 2 (3) #3/0 (1) #3/0 (1) #3 (1) 2" FOR EACH RUN 600 2 (3) #350 KCMIL (1) #350 KCMIL (1) #1 (1) 3" FOR EACH RUN 1600 4 (3) #600 KCMIL (1) #600 KCMIL (1) 4" FOR EACH RUN T75P 1 (3) #2 ---- (1) #6 (1) 1 1/4" 75KVA TRANSFORMER PRIMARY T75S 1 (3) #4/0 (1) #4/0 (1) #2 (1) 2 1/2" 75KVA TRANSFORMER SECONDARY T112.5P 1 (3) #2/0 ---- (1) #6 (1) 1 1/2" 112.5KVA TRANSFORMER PRIMARY T112.5S 2 (3) #3/0 (1) #3/0 (1) #1/0 (1) 2 1/2" FOR EACH RUN 112.5KVA TRANSFORMER SECONDARY HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 G THIRD LEVEL STAND-BY EMERGENCY DIESEL GENERATOR 250kVA / 200KW, 480Y/277V, 3PH, 4W COMPLETE WITH SEPARATELY ENCLOSED BREAKER FOR: (1) FIRE PUMP: 435A (BASED ON LOCKED ROTOR AMPERES "LRA" FOR 60 HP FIRE PUMP) 150 GROUND FLOORNG1 NOTES BY SYMBOL PROVIDE ELECTRICAL GROUNDING AND BONDING TO NATIONAL ELECTRICAL CODE - 2014 EDITION AND CITY OF FLOWER MOUND LOCAL AMENDMENTS. PROVIDE REMOTE EPO PUSHBUTTON STATION, WITH TAMPERPROOF LEXAN FLIP-TOP COVER. INTERLOCK EPO WITH GENERATOR CONTROLLER E-STOP CONTROIL CIRCUIT. EPO SHALL NOT BE WIRED TO SHUNT TRIP OPEN THE GENERATOR DISTRIBUTION BREAKERS. THE LOCATION OF THE EPO PUSHBUTTON TO BE DETERMINED BY THE LOCAL FIRE MARSHAL AND CHIEF BUILDING OFFICIAL. EMERGENCY GENERATOR SHALL BE PROVIDED WITH 120V, 20A, GFCI RECEPTACLE. 120 VOLT LED LIGHTING FIXTURES WITH EMERGENCY BATTERY PACK AND LIGHT SWITCH. EACH SHALL BE MOUNTED INSIDE THE WEATHERPROOF SOUND LEVEL II ENCLOSURE. LOAD CENTER TO BE PROVIDED WITH UNIT SHALL SERVE RECEPTACLE, LIGHTIING FIXTURES, BATTERY CHARGER, AND BLOCK HEATER. SEPARATE CIRCUIT FOR EACH. GENERATOR TO HAVE UL142 SUB BASE TANK RATED FOR 660 GALLONS / 24 HOURS @ 100% FULL LOAD. FIRE PUMP FEEDERS TO BE ROUTED UNDER GROUND IN GRC ENCASED IN CONCRETE . STUB UP DIRECTLY INTO THE BOTTOM OF FIRE PUMP SERVICE DISCONNECT. MAKE FINAL CONNECTIONS IN GRC SUPPORTED ON UNISTRAT CONDUIT RACK FASTENED / SECURED TO THE STRUCTURE. PROVIDE: 1 SET OF BELDEN CABLE IN (1) 1" CONDUIT (UNDERGROUND) TO REMOTE ALARM ANNUNCIATOR PANEL &; 4 SETS OF BELDEN CABLE IN (1) 1-1/4" CONDUIT (UNDERGROUND) TO ATS. 2 3 4 5 6 5 1 (1) #4/0 GEC TO CONCRETE ENCASED GROUND ELECTRODES 3 4 1 2 6 SECOND LEVEL ELECTRICAL 117 EXTERIORELECTRICAL 17 CONTROL 205CONTROL 202 100 RP-3 EGRESS LIGHTING CONTROL CABINET 150 100 T75S 480V- 120/208V #2 TELL1A 75 kVA 300 ELL1A (42,000 AIC) 100 100 EGRESS LIGHTING (BY OTHERS) 150 REFER TO SHEET E07-01 FOR CONTINUATION TO FIRE PUMP ATS-EHL 150 A (65,000 WSR) REFER TO SHEET E07-01 FOR CONTINUATION TO MDP 150 EHL1A (42,000 AIC) DISTRIBUTION EGRESS LIGHTING 100 RP-12 EGRESS LIGHTING CONTROL CABINET 100 (BY OTHERS) 100 150 T75P 100 ELL2A 100 EGRESS LIGHTING CONTROL BOARDS 150 150 200AR 150AF 1 100 60 G (22,000 AIC) 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:03:04 PME07-02 ELECTRICAL ONE-LINE DIAGRAM - STAND-BY 09/18/2018 17008.0000 09.18.2018 E07-02ELECTRICAL ONE-LINE DIAGRAM - STAND-BY2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 12" = 1'-0"1 ONE-LINE RISER DIAGRAM E07.01 - COPPER CONDUCTOR/FEEDER SCHEDULE (90/75 RATED) SYMBOL NUMBER OF SETS PHASE CONDUCTORS (QUANTITY) SIZE - AWG NEUTRAL CONDUCTORS (QUANTITY) SIZE - AWG GROUNDING CONDUCTORS (QUANTITY) SIZE - AWG CONDUIT SIZE (QUANTITY) SIZE REMARKS 100 1 (3) #1 (1) #1 (1) #8 (1) 1 1/2" 150 1 (3) #1/0 (1) #1/0 (1) #6 (1) 2" 200 1 (3) #3/0 (1) #3/0 (1) #6 (1) 2" 400 2 (3) #3/0 (1) #3/0 (1) #3 (1) 2" FOR EACH RUN 600 2 (3) #350 KCMIL (1) #350 KCMIL (1) #1 (1) 3" FOR EACH RUN 1600 4 (3) #600 KCMIL (1) #600 KCMIL (1) 4" FOR EACH RUN T75P 1 (3) #2 ---- (1) #6 (1) 1 1/4" 75KVA TRANSFORMER PRIMARY T75S 1 (3) #4/0 (1) #4/0 (1) #2 (1) 2 1/2" 75KVA TRANSFORMER SECONDARY T112.5P 1 (3) #2/0 ---- (1) #6 (1) 1 1/2" 112.5KVA TRANSFORMER PRIMARY T112.5S 2 (3) #3/0 (1) #3/0 (1) #1/0 (1) 2 1/2" FOR EACH RUN 112.5KVA TRANSFORMER SECONDARY HALL M.P. B.B. REVISIONS F EXIT 1 1 C 80" 48" 90" 54" AFF 18" 6" AFC AFF 36" TELE. OUTLET 42" A.F.F. W/ 36" COUNTER, 39" A.F.F. W/ 30" COUNTER, 48" A.F.F. WITHOUT COUNTER 78" MAX. TO TOP DEVICE OR AS NOTED ON PLANS WALL MOUNTED LIGHT FIXTURES AS NOTED ON PLANS PANELBOARD DUPLEX RECEPTACLE CENTERED OVER DOOR (WHERE APPLICABLE) CENTERED BETWEEN DOOR & CEILING (COORDINATE WITH ARCHITECT) CLOCK OUTLET FIRE HORN (OR CHIME) & LIGHT 80" AFF FROM BOTTOM OF DEVICE TELEVISION OUTLET REMOTE TEST VOLUME CONTROL FA PULL STATION SWITCH DUPLEX RECEPTACLE TELE. OUTLET COMPUTER OUTLET FINISHED FLOOR SPECIAL POWER OUTLET L CL CL CL CL CL CL TYPICAL EQUIPMENT AHU-X 480V, 3Ø FED FROM "NDH1-4" AHU-X 480V, 3Ø FED FROM "NDH1-4" 1/16" THICK WHITE PLASTIC WITH COLORED FACE PER SPECIFCIATIONS 1/2" HIGH LETTERING FOR PANELBOARD NAME 1/4" HIGH LETTERING FOR REMAINING TEXT ADHESIVE BACKING WHEN INSTALLED IN CONDITIONED SPACES EQUIPMENT VOLTAGE EQUIPMENT NAME FASTEN WITH BRASS SCREWS WHEN LOCATED IN NON-CONDITIONED OR EXTERIOR SPACES EQUIPMENT SOURCE (PANEL & CIRCUIT) TYPICAL 120/208V PANELBOARD TYPICAL 277/480V PANELBOARD PANEL "XXXX" 120/208V, 3Ø, 4W FED FROM PANEL "XXXX" VIA T-XXX FED FROM PANEL "XXXX" 277/480V, 3Ø, 4W PANEL "XXX" 1/16" THICK WHITE PLASTIC WITH COLORED FACE PER SPECIFCIATIONS 1/2" HIGH LETTERING FOR PANELBOARD NAME 1/4" HIGH LETTERING FOR REMAINING TEXT PANELBOARD NAME PANELBOARD VOLTAGE PANELBOARD SOURCE PROVIDE GROUND BOND TO NATURAL GAS AND FIRE SPRINKLER PIPING. PAD MOUNTED ELECTRIC NEC 250-52(A)(5) SERVICE ENTRANCE DOMESTIC WATER BUILDING STRUCTURAL STEEL NEUTRAL UTILITY TRANSFORMER ELECTRICAL SECONDARY CONDUCTORS GROUND ROD GROUND RING NEC 250-52(A)(1) NEC 250-52(A)(4) GRADE BEAM/FOOTING NEC 250-52(A)(3) BUS EQUIPMENT GROUND BUS A B C MAIN BUSSING NEC 250-52(A)(2) NEC 250-28(D) NEC 250-30(A)(1) FINISHED GRADE FINISHED FLOOR SERVICE ENTRANCE EQUIPMENT 480V 3-PHASE EQUIPMENT GROUNDING CONDUCTORABC DRY-TYPE TRANSFORMER EQUIPMENT BONDING JUMPER NEC 250-30(A)(2) GROUNDING ELECTRODE CONDUCTOR SYSTEM BONDING JUMPER 208V/120V 3-PHASE N G NEAREST STRUCTURAL GROUND BUSBAR NEAREST COLD WATER PIPING GROUND BOND NEC 250-104(D)(1) NEC 250-30(A)(3)STEEL GROUND BOND NEC 250-104(D)(2) NEC 250-30(A)(1) N COMMON GROUNDING ELECTRODE CONDUCTOR 208V/120V 3-PHASE PANELBOARD OR OVERCURRENT PROTECTION DEVICE TO ADDITIONAL GROUND BUSBARS - NEC 250-104(D)(3) 2" 18" 18" 48" PIPE SLEEVE APPROVED GROUND CLAMP #8 BARE COPPER GROUND WIRE FINISHED GRADE GROUND WIRE LUG ANCHOR BOLTS INSTALLED PER MANUFACTURER'S TEMPLATE POURED CONCRETE BASE 3/4"x10'0" BARE COPPER CLAD GROUND ROD 4 #9x20" VERT. BARS #4 @ 12" O.C. HOOP BARS RACEWAYS AS REQUIRED SERVICE ENTRANCE OR DISTRIBUTION PANELPANELBOARD NOTE: LEADS AS SHORT AS POSSIBLE. (18" MAX.) MOUNT SPD DEVICE IN A LOCATION TO MAINTAIN ALL NEUTRAL BUS CONNECTION NEUTRAL BUS CONNECTION BREAKER FEEDING SURGE SUPPRESSOR TYPICAL SPD DEVICE LOCATIONS (CAT C3 OR AS INDICATED ON DRAWINGS) TWIST ALL LEADS TOGETHER (AS MANY TURNS AS PRACTICAL) AND TIE WRAP OPTIONAL SPD DEVICE LOCATIONS (CAT B3 OR C1 AS INDICATED ON DRAWINGS) TWIST ALL LEADS TOGETHER (AS MANY TURNS AS PRACTICAL) AND TIE WRAP BREAKER FEEDING SURGE SUPPRESSOR (TYP) ISOMETRIC ELEVATION FRONT VIEW 4" 1-1/8"1"3/4"1"MOUNTING BRACKET (TYP.) 10" CADWELD B544A018 OR EQUAL#6-32 (TYP.) GROUND LUGS9/32" 0 (TYP.) INSULATOR #6 TO COMMUNICATIONS RACK GROUND CONDUCTORS QUANTITY AS REQUIRED. #4/0 GROUNDING CONDUCTOR TO NEXT GROUND BAR OR TO MAIN SERVICE GOUND. #6 GROUNDING CONDUCTOR TO NEAREST METAL WATER PIPE. STANDOFF BRACKETGROUND BUS BAR CADWELD B544A018 OR EQUAL INSULATOR FINISHED CEILING 1" CONDUIT STUB ABOVE CEILING. CADDY J-HOOKS. VOICE CABLE DATA CABLE 1" CONDUIT IN WALL STUBBED ABOVE CEILING SINGLE GANG BOX WITH OUTLET PLATE AND JACKS REVIEW EACH LOCATION FOR HEIGHT REQUIREMENT. DOUBLE AND SINGLE TREES MAYBE USED IN ROOMS. NOTE: TREE SYSTEM IS FOR MAIN CORRIDOR PATHWAYS. CONCRETE ANCHOR ROOF DECK CAT. 6 CABLE J HOOK COAXIAL CABLE J HOOK AUDIO CABLE J HOOK OTHER COMM. CABLE J HOOK CADDY CABLE CAT 6 J-HOOKS CAT. 6 CABLE J HOOK COAXIAL CABLE J HOOK AUDIO CABLE J HOOK OTHER COMM. CABLE J HOOK STUD PARTITION WALL J HOOK J J TO CABLE TRAY/ DATA CONTRACTOR TO COORDINATE WITH ARCHITECTURE DRAWINGS FOR DOOR1. NOTES HARDWARE REQUIREMENTS AND PROVIDE EMPTY CONDUIT INSTALLATION AS REQUIRED. DOOR KNOB 1/2"C1/2"C1/2"C1/2"C 3/4"C 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:03:14 PME08-01 ELECTRICAL DETAILS 09/18/2018 17008.0000 09.18.2018 E08-01ELECTRICAL DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale TYPICAL MOUNTING HEIGHTS 1 No Scale EQUIPMENT NAMEPLATE LABEL 2 No Scale PANELBOARD NAMEPLATE LABEL 3 No Scale ELECTRICAL SERVICE ENTRANCE GROUNDING DIAGRAM 4 No Scale 480V, 3PH TO 208, 3 PH XFORMER GROUNDING DETAIL 5 No Scale POLE BASE FOR POLES 8' - 16'6 No Scale SPD EXTERIOR MOUNT INSTALLATION 7 No Scale GROUND BAR 8 No Scale TYPICAL VOICE/DATA OUTLET DETAIL 9 No Scale CABLE HANGER DETAIL 10 No Scale EMPTY COMMUNICATION CONDUIT DETAIL 11 HALL M.P. B.B. REVISIONS WP RECEPTACLE COVERPLATE 1/2" HIGH P-TOUCH LABEL, BLACK TEXT ON CLEAR BACKGROUND COLORPANEL-CIRCUIT 1/4" HIGH LETTERING FOR PANEL NAME AND CIRCUIT NUMBER SWITCH COVERPLATE 1/2" HIGH P-TOUCH LABEL, BLACK TEXT ON CLEAR BACKGROUND COLORPANEL-CIRCUIT 1/4" HIGH LETTERING FOR PANEL NAME AND CIRCUIT NUMBER FACEPLATE, DEVICE, AND BACKBOX PROVIDED BY DEVISION 26. 1/4" ENGRAVED LETTERING FILLED WITH CONTRASTING PAINT PANEL NAME CIRCUIT NUMBER CRP AND PLUGSTRIP DEVICES. DEVICES FURNISHED BY DIVISION 11. HIGH VOLTAGE DEVICES INSTALLED BY DIVISION 26. LOW VOLTAGE DEVICES INSTALLED BY DIVISION 11. 7'-0" CLEAR 2'-6" MOUNT ALL UTILITY AND CONVENIENCE OUTLETS AT THIS LOCATION. RECEPTACLE ACCESS FROM THE CATWALK CONDUIT FROM ABOVE ALONG HANGERS ONLY. (TYPICAL) KEEP ALL EQUIPMENT (TASK LIGHTING, FIXTURES, CONDUIT, DUCTWORK, ETC.) CLEAR OF CATWALK EGRESS. EMERGENCY SHUT-OFF BREAK GLASS STATION LOCATION ON POWER PLAN 6" PAD, 4" BELOW GRADE, 2" CHAMFERED EDGE PAN HEATER FINISHED GRADE WATER JACKET HEATER SKID MTD DOUBLE WALL UL LISTED TANK WEATHERPROOF ENCLOSURE, MUFFLER, AND SKID FUEL TANK LOCATED INSIDE. FUEL ELECTRIC SOLENOID SHUTOFF VALVE VIA EPO INTEGRAL FLOOD LIGHT - W/ GUARD, HARDWIRED, SUSPEND ABOVE CONTROL PANEL AND IN HOUSING G PANEL BATTERY CHARGER + QUAD RECEPT. S NOTE: REFER TO STRUCTURAL PLANS FOR CONCRETE PAD. TO PANEL ELL1A J HH FF FF FF FS TSRR ANSUL -++- SECOND FLOOR GROUND FLOOR PLANT ENGINEERING FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL (FAAP) COMM. #X TYPICAL INITIATING DEVICES TYPICAL INDICATING DEVICESTYPICAL INDICATING DEVICES TYPICAL INITIATING DEVICES SPRINKLER FLOW & TAMPER SWITCHES FACP-A XXXX TYPICAL CONTROL RELAYS SS A3 L 3" CONDUIT WITH FIRE ALARM WIRING 3" CONDUIT WITH FIRE ALARM WIRING 3" CONDUIT WITH FIRE ALARM WIRING ]" CONDUIT (TYP. ALL DEVICES) 3" CONDUIT WITH FIRE ALARM WIRINGPROVIDE BATTERY BACKUP AS REQUIRED PERMANENT FIRE ALARM ZONE LEGEND ADDRESSABLE FIRE ALARM SYSTEM W/ BATTERY BACKUP DIALER DEDICATED TELEPHONE CONNECTION FOR THIRD PARTY NOTIFICATION USE LANDSCAPE TO CONCEAL TRANSFORMERS FROM VIEW OF PUBLIC MAGNETIC TRANSFORMER HOUSING; BASIS OF DESIGN: HYDREL WINSCAPE # TM100 277 120 VOLT CIRCUIT FEEDING TRANSFORMER 12 GUAGE WIRE OUT TO LIGHT FIXTURES 12V WIRE OUT TO EACH LIGHT FIXTURE US CEDAR SERIES, 4W FLOOD LIGHT MOUNTED ON ADJUSTABLE PIPE BASE (TYPICAL) ALL WIRE TO BE SIZED BASED ON DISTANCE AND VOLTAGE DROP PER NEC. USE 12 GAUGE MINIMUM DUE TO SQUIRREL ACTIVITY. COORDINATE FIXTURE DIMMING WITH NEW DIMMING PANEL MODULES. TREE T1 T1 T1 T1 XFMRS PART OF ALTERNATE #2 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:03:24 PME08-02 ELECTRICAL DETAILS 09/18/2018 17008.0000 09.18.2018 E08-02ELECTRICAL DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale TYPICAL COVERPLATE LABELING DETAIL 1 No Scale COVER LABELING FOR L21-20 & L5-20 RECEPTACLES 2 No Scale TYPICAL CATWALK COORDINATION DETAIL 3 No Scale GENERATOR DETAIL 5 No Scale FIRE ALARM RISER 4 No Scale US TREE LIGHTS 6 HALL M.P. B.B. REVISIONS TO EMERGENCY HOUSE AND WORK LIGHTING CIRCUITS/FIXTURES. FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. CONDUIT AND WIRE PROVIDED BY DIV. 26. ENGINEERED BY ELECTRICAL ENGINEER. NORMAL POWER FEED PROVIDE BY DIV. 26. CONTROL PROCESSOR RACK - (SPR), (ARCH. PROCESSOR(S), NETWORK HUB(S), DMX NODE(S), OPTO-ISOLATOERS, SPLITTERS, UPS, ETC.) PROVIDED BY DIV. 11. (2) 20A POWER FEED(S) PROVIDE BY DIV. 26. TO INSTALLED (NOT PORTABLE) CONTROL DEVICES (ENTRY PANELS, CONTROL RECEPTACLES, DMX NOTED, ETC.). CONDUIT AND STANDARD BACKBOXES PROVIDED BY DIV. 26. SPECIALITY BACKBOXES FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. DEVICES AND WIRING PROVIDED BY DIV. 11. NETWORK AND CONTROL WIRING PROVIDE D BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. THEATRICAL LIGHTING INSTRUMENTS PORTABLE DMX NODES PORTABLE LCD MASTER STATION WIRELESS ACCESS POINT WIRELESS REMOTE FOCUS UNIT CONTROL CONSOLE(S) PORTABLE EQUIPMENT PROVIDED BY DIV.11. SPECIFIED BY THEATRE CONSULTANT DMX EMERGENCY BYPASS DETECTION KIT FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. TO THEATRICAL/PERFORMANCE LIGHTING AND POWER CIRCUITS (AUTOMATED LIGHTING FIXTURES, RIGGING POWER OUTLETS, FOLLOWSPOTS, ETC). STANDARD BACKBOXES PROVIDED AND INSTALLED BY DIV. 26. SPECIALITY BACKBOXES FURNISHED BY DIV.11. INSTALLED BY DIV. 26. DEVICES (PLUG BOXES, PLUG STRIPS, ETC,) FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. DMX RELAY PANEL (RP-3), THE HALL FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. (24) 20A CIRC. 200A 120/208 3Ø POWER FEED(S) PROVIDE BY DIV. 26. DMX RELAY PANEL (RP-2), THE HALL FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. (24) 20A CIRC. CONDUIT AND WIRE PROVIDED BY DIV. 26. ENGINEERED BY ELECTRICAL ENGINEER. THEATRICAL LIGHTING INSTRUMENTS PORTABLE DMX NODES PORTABLE LCD MASTER STATION WIRELESS ACCESS POINT WIRELESS REMOTE FOCUS UNIT CONTROL CONSOLE(S) PORTABLE EQUIPMENT PROVIDED BY DIV.11. SPECIFIED BY THEATRE CONSULTANT DMX RELAY PANEL (RP-12), BLACK BOX FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. (12) 20A CIRC. 150A 120/208 3Ø POWER FEED(S) PROVIDE BY DIV. 26. DMX RELAY PANEL (RP-11), BLACK BOX FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. (24) 20A CIRC. DMX RELAY PANEL (RP-1), THE HALL FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. (24) 20A CIRC. EMERGENCY POWER FEED. PER EE. PROVIDE BY DIV. 26. TO NON-EMERGENCY HOUSE AND WORK LIGHTING CIRCUITS/FIXTURES. FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. PHASE LOSS SENSOR NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. CONDUIT AND WIRE PROVIDED BY DIV. 26. NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. EMERGENCY POWER FEED. PER EE. PROVIDE BY DIV. 26. NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. TO EMERGENCY HOUSE AND WORK LIGHTING CIRCUITS/FIXTURES. FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. NORMAL POWER FEED PROVIDE BY DIV. 26. CONTROL PROCESSOR RACK - (SPR), (ARCH. PROCESSOR(S), NETWORK HUB(S), DMX NODE(S), OPTO-ISOLATOERS, SPLITTERS, UPS, ETC.) PROVIDED BY DIV. 11. (2) 20A POWER FEED(S) PROVIDE BY DIV. 26. TO INSTALLED (NOT PORTABLE) CONTROL DEVICES (ENTRY PANELS, CONTROL RECEPTACLES, DMX NOTED, ETC.). CONDUIT AND STANDARD BACKBOXES PROVIDED BY DIV. 26. SPECIALITY BACKBOXES FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. DEVICES AND WIRING PROVIDED BY DIV. 11. NETWORK AND CONTROL WIRING PROVIDE D BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. DMX EMERGENCY BYPASS DETECTION KIT FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. TO NON-EMERGENCY HOUSE AND WORK LIGHTING CIRCUITS/FIXTURES. FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. PHASE LOSS SENSOR NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. TO THEATRICAL/PERFORMANCE LIGHTING AND POWER CIRCUITS (AUTOMATED LIGHTING FIXTURES, RIGGING POWER OUTLETS, FOLLOWSPOTS, ETC). STANDARD BACKBOXES PROVIDED AND INSTALLED BY DIV. 26. SPECIALITY BACKBOXES FURNISHED BY DIV.11. INSTALLED BY DIV. 26. DEVICES (PLUG BOXES, PLUG STRIPS, ETC,) FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. THEATRE HALL BLACK BOX THEATRE NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. CONDUIT AND WIRE PROVIDED BY DIV. 26. NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. NETWORK AND CONTROL WIRING PROVIDED BY DIV. 11. CONDUIT PROVIDED BY DIV. 26. 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:03:34 PMET0-001 THEATRE ADVISORY INFORMATION 09/18/2018 17008.0000 09.18.2018 ET0-001THEATRE ADVISORY INFORMATION2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 12" = 1'-0"1 EE ADVISORY INFORMATION ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED ET0-001 THEATRE ADVISORY INFORMATION Yes ET0-010 THEATRE ELECTRICAL LEGEND, NOTES, AND DETAILS Yes ET0-011 THEATRE ELECTRICAL DETAILS Yes ET0-012 THEATRE ELECTRICAL SCHEDULES Yes ET0-013 THEATRE ELECTRICAL SCHEDULES Yes ET0-014 THEATRE ELECTRICAL SCHEDULES Yes ET0-015 THEATRE ELECTRICAL SCHEDULES Yes ET0-016 THEATRE ELECTRICAL FIXTURE SCHEDULE Yes ET0-101 THEATRE ELECTRICAL PLAN POWER & PANEL, THE HALL, STAGE LEVEL Yes ET0-102 THEATRE ELECTRICAL PLAN, POWER & PANEL, THE HALL, CATWALK & GALLERY LEVEL Yes ET0-105 THEATRE ELECTRICAL PLAN, POWER & PANEL, THE HALL, BOOTHS Yes ET0-111 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, STAGE LEVEL Yes ET0-112 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, REAR CORRIDOR Yes ET0-115 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, CATWALK LEVEL Yes ET0-116 THATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL BOOTHS Yes ET0-117 THATRE ELECTRICAL WORK AND RUNNING LIGHT RCP, THE HALL, STAGE ET0-131 THEATRE ELECTRICAL HOUSE LIGHTING, THE HALL Yes ET0-151 THEATRE ELECTRICAL POWER FOR AISLE LIGHTING PLAN Yes ET0-311 THEATRE ELECTRICAL WORK AND RUNNING LIGHT SECTIONS, THE HALL, STAIRWELLS Yes ET0-501 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, STAGE LEVEL Yes ET0-502 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CONTROL BOOTH LEVEL Yes ET0-505 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CATWALK LEVEL Yes ET0-511 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, BLACK BOX, STAGE LEVEL Yes ET0-512 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, BLACK BOX, CONTROL BOOTH LEVEL Yes ET0-515 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, BLACK BOX, CATWALK LEVEL Yes ET0-715 THEATRE ELECTRICAL PLAN POWER & PANEL, PREFUNCTION SPACE Yes ET0-915 THEATRE ELECTRICAL PLAN POWER & PANEL, MULTI-PURPOSE ROOM Yes HALL M.P. B.B. REVISIONS DEVICE TYPE BOXES AND PANEL DETAILED ON TL SHEETS PB PLUGBOX PS PLUGSTRIP DB DROPBOX FP FLOOR POCKET GB GRIDIRON JUNCTION BOX CRP CONTROL RECEPTACLE PANEL EP ENTRY PANEL SMP STAGE MANAGERS PANEL RMCP RIGGING MOTOR CONTROL PANEL LUTRON NOVA T* WALL DIMMER SEATING END STANDARD LIGHTING 120V, 20A, DUPLEX RECEPTACLE (1) 120V, 20A 60Hz. QUAD RECEPTACLE 120V, 20A, 1Ø NEMA L5-20 RECEPTACLE 208V, 20A 1Ø NEMA L6-20 RECEPTACLE 208V, 30A, 1Ø NEMA L6-30 RECEPTACLE SPECIALITY BOX FURNISHED BY 11 61 63. SEE NOTE 2, 4, 5, 7, 9 SPECIALITY RACEWAY, FURNISHED BY 11 61 63, SEE NOTES 2, 4, 5, 9 SPECIALTY BOX FURNISHED BY 11 61 63. SEE NOTES 2, 4, 5, 9 SPECIALITY BOX FURNISHED BY 11 61 63. SEE NOTE 17. SPECIALTY BOX FURNISHED BY 11 61 63. SIZE AND CIRCUIT QUANTITIES AS NOTED ON THE DRAWINGS. SEE NOTE 2, 4, 5, 9 SEE CRP SCHEDULE FOR BACK BOX SIZE. SEE NOTES 3, 6, 7, 10 SEE ENTRY PANEL SCHEDULE FOR BACK BOX SIZE. SEE NOTES 3, 6, 8, 10 SPECIALITY BOX OR RACK FURNISHED BY 11 61 63. CONTAINS HOUSE AND WORK LIGHTING CONTROL. WILL REQUIRE COORDINATION WITH AUDIO CONTRACTOR FOR CUE-COM, PAGING, ETC. SEE NOTE 17. RATING S REQUIRED BY LOAD - FLUSH MOUNT UNO SINGLE- GANG DEEP BOX. FLUSH MOUNTED IN FLOOR OR RISER. SINGLE-GANG DEEP BOX. DEDICATED CIRCUIT. HOME RUN TO NEAREST BBP. TWO-GANG DEEP BOX. DEDICATED CIRCUIT. HOME RUN TO THE NEAREST BBP. . SPECIALTY DEVICE PROVIDED BY 11 61 33. SHOWN FOR COORDINATION ONLY. SINGLE-GANG DEEP BOX. DEDICATED CIRCUIT. HOME RUN TO DMX CONTROLLED BREAKER PANEL. TWO-GANG DEEP BOX. DEDICATED CIRCUIT. HOME RUN TO THE NEAREST BBP. TWO-GANG DEEP BOX. DEDICATED CIRCUIT. HOME RUN TO THE NEAREST BBP. ABBREVIATIONS - ALL ABBREVIATIONS MAY NOT BE USED BBP BRANCH BREAKER PANEL CIR. CIRCUIT LV LOW VOLTAGE DR DIMMER RACK SPR SIGNAL PROCESSING RACK TBD TO BE DETERMINED UON UNLESS OTHERWISE NOTED USL UPSTAGE LEFT USR UPSTAGE RIGHT DSL DOWNSTAGE LEFT DSR DOWNSTAGE RIGHT USC UPSTAGE CENTER DSC DOWNSTAGE CENTER SL STAGE LEFT DSC DOWNSTAGE SR STAGE RIGHT USC UPSTAGE CS CENTER STAGE HR H L DSL SL USL DSC CS USC DSR SR USR AUDITORIUM STAGE 1. REFER TO TL AND TR SERIES DRAWINGS FOR RELATED WORK. 2. ALL CONDUIT, STANDARD BACK-BOXES AND HIGH-VOLTAGE WIRE PROVIDED BY DIV. 26 UNLESS OTHERWISE NOTED. 3. ALL CONTROL DEVICES (CRP AND EP) AND WIRE PROVIDED BY 11 61 63 UNLESS OTHERWISE NOTED. 4. ALL HIGH VOLTAGE (PB, PS, DB, FP, AND GB) DEVICES AND SPECIALTY BACK-BOXES FURNISHED BY DIV. 11 AND INSTALLED BY DIV. 26 UNLESS OTHERWISE NOTED. 5. ALL LOAD CIRCUITS ARE TWO WIRE PLUS GROUND. NO SHARED NEUTRALS ARE PERMITTED. COMMON GROUNDS OK. 6. ALL CONTROL DEVICE CONDUIT 3/4" UNLESS OTHERWISE NOTED. CONDUIT PROVIDED BY DIV. 26. 7. MOUNT PLUG BOXES (PBs) AND CONTROL RECEPTACLE PANELS (CRPs) AT STANDARD RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED HERE OR ON DRAWINGS. 8. MOUNT ALL ENTRY PANELS (EPs) AT STANDARD SWITCH HEIGHT UNLESS OTHERWISE NOTED. 9. ALL HIGH-VOLTAGE (PB, PS, DB, FB, AND GB) DEVICES HOME RUN TO DIMMER RACKS. 10. ALL CONTROL (CRP AND EP) DEVICES HOME RUN TO SIGNAL PROCESSING RACK (SPR) IN DIMMER ROOM. 11. ALL DEVICES FLUSH MOUNTED UNLESS OTHERWISE NOTED. 12. ALL DISCONNECTS SURFACE-MOUNTED. 13. ALL HIGH VOLTAGE ELECTRICAL SUPPLY FEEDS AND BRANCH CIRCUITS 60HZ AC UNLESS OTHERWISE NOTED. 14. TYPICAL STAGE LIGHTING PRACTICE ALLOWS FOR FULL LOADING OF 2.4KW ON 20A CIRCUITS AND 6.0kW ON 50A CIRCUITS FOR DIMMER RACKS 15. FOR THEATRES, NEC ARTICLE 520.6 EXCEPTS THE STANDARD WIREWAY FILL LIMITS FOR DIMMED CIRCUITS. 16. KEEP CONDUIT RUNS VERTICAL TO 7'-0" AFF OR TIGHT TO CEILING UNLESS OTHERWISE NOTED. 17. CONDUIT AND HIGH-VOLTAGE WIRE PROVIDED BY DIV. 26. CONTAINS HOUSE AND WORK LIGHTING CONTROL. WILL REQUIRE COORDINATION WITH AUDIO CONTRACTOR FOR CUE-COM, PAGING, ETC... D HR HOUSE RIGHT AFF ABOVE FINISHED FLOOR HL HOUSE LEFT SPECIALITY OUTLET TYPE NUM TYPE NUM LOW VOLTAGE THEATRICAL LIGHTING DEVICE TYPE HIGH VOLTAGE THEATRICAL LIGHTING DEVICE TYPE DEVICE NUMBER(: CONDUIT DESTINATION AND CIRCUIT REQUIREMENTS CONDUIT NOTES (: CONDUIT DESTINATION AND CIRCUIT REQUIREMENTS DEVICE NUMBER NOTE: THE FOLLOWING IS INTENDED FOR GENERAL INFORMATION PURPOSES ONLY AND IS NOT TO BE CONSIDERED COMPETE OR COMPREHENSIVE AND DOES NOT RELIEVE CONTRACTORS OF ANY RESPONSIBILITY FOR CONTENTS OF CONTRACT DOCUMENTS. DESCRIPTION DIVISION 26 DIVISION 11 2 LABEL EACH CIRCUIT WITH CIRCUIT NUMBER AND BRANCH BREAKER PANEL DESIGNATION. X 3 FURNISH AND INSTALL ALL CONDUIT WITH MEASURED PULL STRING IN HOUSE AND PRODUCTION LIGHTING CONTROL SYSTEM CONDUITS X 4 FURNISH SPECIALITY/CUSTOM BACK BOXES AND FLOOR BOX BACK BOXES X 5 FURNISH AND INSTALL ALL STANDARD BACK BOXES REQUIRED FOR THE LIGHTING SYSTEM. INSTALL ALL SPECIALITY BACK BOXES. X 6 FURNISH AND INSTALL ALL THEATRE ARCHITECTURAL AND PRODUCTION LIGHTING CONTROL CABLE. X 7 VERIFY ALL CONDUIT AND CABLE FILLS FOR ACCURACY.X X 8 TERMINATION OF ALL THEATRE ARCHITECTURAL AND PRODUCTION LIGHTING CONTROL SYSTEMS. X 1 FURNISH AND INSTALL ALL AC POWER CIRCUITS, RECEPTACLES AND STANDARD POWER PANELS. X 9 FURNISH HIGH VOLTAGE SPECIALTY FACEPLATES FOR INSTILLATION BY DIVISION 26 ( PLUG BOXES, FLOOR POCKETS, ETC.) X 10 INSTALL ALL PLUG STRIPS, BLUG BOXES, AND PLUG BOXES.X 11 FURNISH AND INSTALL ALL CONTROL DEVICES AND FACE PLATES (CRP, EP, SMP, SPR, ECT.) X 12 FURNISH DIMMER RACKS AND ELTS X 13 INSTALL DIMMER RACKS AND ELTS X 14 FURNISH, INSTALL AND TERMINATE BRANCH BREAKER PANELS (AS REQUIRED) X 15 FURNISH AND INSTALL ALL CONDUIT FOR THEATRE ARCHITECTURAL AND PRODUCTION LIGHTING SYSTEM WITH APPROPRIATELY SIZED AND NUMBER OF WIRES FOR HIGH VOLTAGE (120+) CIRCUITS. X 16 FURNISH ALL TYPE "SO" FLEXIBLE CABLE FOR LIGHTING SYSTEM AND ORCHESTRA SHELL, IF APPLICABLE. X 17 INSTALL ALL TYPE "SO" FLEXIBLE CABLE FOR LIGHTING SYSTEM AND ORCHESTRA SHELL, IF APPLICABLE. X 18 PROVIDE THEATRE ARCHITECTURAL LIGHTING FIXTURES REQUIRING DMX CONTROLS.X X19ADDRESS AND PROGRAM THEATRE ARCHITECTURAL LIGHTING FIXTURES. STANDARD BACK BOX PROVIDED BY DIV. 26. CUSTOM BACK BOXES FURNISHED BY DIV. 11. AND INSTALLED BY DIV. 26. FACE PLATE AND DEVICE FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. UON STANDARD BACK BOX PROVIDED BY DIV. 26. CUSTOM BACK BOXES FURNISHED BY DIV. 11. AND INSTALLED BY DIV. 26. FACE PLATE AND DEVICE FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. UON FACE PLATE, DEVICE, AND MOUNTING FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. UON 0' - 3" VERIFY STANDARD BACK BOX PROVIDED BY DIV. 26. CUSTOM BACK BOXES FURNISHED BY DIV. 11. AND INSTALLED BY DIV. 26. FACE PLATE AND DEVICE FURNISHED BY DIV. 11. INSTALLED BY DIV. 26. UON 3'-3" . 2' - 10" 1' - 11 1/2" 5'-0" AFF MAX. PLAN VIEW ELEVATION VIEW 1' - 0 1/2" 0' - 10 1/2" 0' - 7" 0' - 6 1/4" 1' - 0"0' - 10" DUST FLAP VOLTAGE DIVIDER TOP VIEW FRONT VIEW SIDE VIEW EDGE OF AISLE WIRE TYPE AND REMOTE TRANSFORMER PER SEATING MANUFACTURER RECOMMENDATIONS. FLOOR PENETRATION AND STUB UP TO BE COORDINATED WITH STRUCTURE. SET END SUPPORT BY SEATING MANUFACUTRER. ACCESS PANEL BY SEATING MANUFACTURER -ALL CONNECTIONS AT FLOOR BOX BY ELECTRICAL CONTRACTOR. GATHER LOW VOLTAGE WIRING AT CENTRALIZED LOCATIONS UNDER CROSS ISLE IN MECHANICAL PLENUM LOW VOLTAGE WIRE 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:03:43 PMET0-010 THEATRE ELECTRICAL LEGEND, NOTES, AND DETAILS 09/18/2018 17008.0000 09.18.2018 ET0-010THEATRE ELECTRICAL LEGEND, NOTES, AND DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N.T.S. SKE LEGEND AND NOTES1 12" = 1'-0"2 THEATRE ELECTRICAL DEVICE LEGEND N.T.S. DIVISION OF RESPONSIBILITY3 N.T.S. DETAIL - TYPICAL SURFACE MOUNTING4 N.T.S. DETAIL - TYPICAL RECESSED MOUNTED DEVICE5 N.T.S. DETAIL - TYPICAL PIPE MOUNTING6 N.T.S. DETAIL - TYPICAL FLUSH MOUNTING7 N.T.S. DETAIL - SIGNAL PROCESSING RACK MOUNTING8 N.T.S. DETAIL - FLOOR BOX9 N.T.S. DETAIL - AUDIENCE CHAIR END STANDARD LIGHTING J-BOX MOUNTING10 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 REFER TO ARCHITECTURAL SHEET A07-00 CATWALK DETAILS FOR TYPICAL MOUNTING LOCATIONS 1 FACEPLATE, DEVICE, AND BACK BOX PROVIDED BY DIV. 26. 1/4" ENGRAVED LETTERING FILLED WITH CONNTRASTING PAINT PANEL # BREAKER # DISCONNECT POWER PROVIDED BY DIVISION 26. ACOUSTIC BANNER CONTROLLER LOCATED CATWALK LEVEL HOUSE LEFT PROVIDED BY SECTION 11 61 NOTES: 1 -POWER TO ACOUSTIC BANNER CABINET AND ACOUSTIC BANNER CONTROLLER PROVIDED BY DIVISION 26. 2 -ALL DEVICES, CONDUIT, AND WIRE FROM CABINET AND CONTROLLER TO MOTOR PROVIDED BY THIS SECTION. 3 -REFERENCE ELECTRICAL SHEETS. 4 -SEE SPECIFICATIONS ACOUSTIC BANNER MOTOR CABINET LOCATED CATWALK LEVEL HOUSE LEFT ACOUSTIC BANNERS .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø M 120/208V 3PHASE, PROVIDED BY DIV 26. .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø M .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø M .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø M M M M .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø M M M M M .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø DISCONNECT POWER PROVIDED BY DIVISION 26. RIGGING MOTOR CONTROL PANEL (RMCP-1) LOCATED MID-STAGE ON LOCKING RAIL STAGE LEFT PROVIDED BY SECTION 11 61 63 NOTES: 1 -POWER TO RIGGING MOTOR CONTROL CABINET, RMCC, AND RIGGING MOTOR CONTROL PANEL PROVIDED BY DIVISION 26. 2 -ALL DEVICES, CONDUIT, AND WIRE FROM RMCC AND RMCP TO MOTOR PROVIDED BY THIS SECTION. 3 -REFERENCE ELECTRICAL SHEETS. 4 -SEE SPECIFICATIONS 1.5HP MOTOR: #3 STAGE ELECTRIC 120/208 VAC 60hz. 3 Ø M RIGGING MOTOR CONTROL CABINET (RMCC) LOCATED UPSTAGE LEFT E-STOP SL STAGE ELECTRICS 1.5HP MOTOR: #2 STAGE ELECTRIC 120/208 VAC 60hz. 3 Ø M 1.5HP MOTOR: #1 STAGE ELECTRIC 120/208 VAC 60hz. 3 Ø M 60A 120/208V 3PHASE 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:03:52 PMET0-011 THEATRE ELECTRICAL DETAILS 09/18/2018 17008.0000 09.18.2018 ET0-011THEATRE ELECTRICAL DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/2" = 1'-0"1 DETAIL - CATWALK COORDINATION, TYPICAL 6" = 1'-0"2 DETAIL - LABELING FOR L21-20 AND L5-20 RECEPTACLES HALL M.P. B.B. 12" = 1'-0"3 DIAGRAM - ACOUSTIC BANNER CONNTROL 12" = 1'-0"4 DIAGRAM - RIGGING CONTROL 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 | | | 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:04:06 PMET0-012 THEATRE ELECTRICAL SCHEDULES 09/18/2018 17008.0000 09.18.2018 ET0-012THEATRE ELECTRICAL SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 12" = 1'-0"2 SCHEDULE - CONTROL RECEPTACLE PANELS, THE HALL 12" = 1'-0"3 SCHEDULE - ENTRY PANELS, THE HALL N.T.S. SCHEDULE - WIRE DEVICES, THE HALL1 GB 4 #4 ELECTRIC 6 MOUNT TO LOADING GALLERY GB 3 #3 ELECTRIC 6 MOUNT ABOVE PANTOGRAPH TO... GB 2 #2 ELECTRIC 6 MOUNT ABOVE PANTOGRAPH TO... GB 1 #1 ELECTRIC 10 MOUNT ABOVE PANTOGRAPH TO... PB 212 #2 CATWALK PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 211 #2 CATWALK PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 210 #2 CATWALK PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 209 #2 CATWALK PIPE BLACK FLUSH 2-GANG DEEP 1 3 / TL 010 PB 208 #1 CATWALK PIPE BLACK FLUSH 2-GANG DEEP 1 3 / TL 010 PB 207 #1 CATWALK PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 206 #1 CATWALK PIPE BLACK FLUSH 1-GANG DEEP 2 4 / TL 010 PB 205 #1 CATWALK PIPE BLACK FLUSH 2-GANG DEEP 1 3 / TL 010 PB 204 ANTE-PRO CATWALK PIPE BLACK FLUSH 2-GANG DEEP 1 3 / TL 010 PB 203 ANTE-PRO CATWALK PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 202 ANTE-PRO CATWALK PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 201 ANTE-PRO CATWALK PIPE BLACK FLUSH 2-GANG DEEP 1 3 / TL 010 PS 4 #4 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 12 6 4 1 2 / TL 010 PS 3 #3 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 12 6 4 1 2 / TL 010 PS 2 #2 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 12 6 4 1 2 / TL 010 PS 1 #1 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 20 10 4 1 1 / TL 010 PB 103 USR FLUSH BLACK FLUSH 1-GANG DEEP 1 1 / TL 010 PB 102 USL FLUSH BLACK FLUSH 1-GANG DEEP 1 1 / TL 010 PB 101 USL FLUSH BLACK FLUSH 1-GANG DEEP 1 1 / TL 010 DEVICE LOCATION MOUNTING FACEPLATE COLOR CONNECTOR FLUSH/PIGTAIL BACK BOX LENGTH NO. 20A RECEPTACLE NO. 20A SW. CIR NO. L5-20 RECEPTACLE NO. L5-20... NOTES REFERENCE FOLLOW SPOT BOOTH CRP 302 FLUSH 1-GANG DEEP X 5 / TL 010 LOADING GALLERY CRP 301 PIPE 1-GANG DEEP X 10 / TL 010 CONTROL BOOTH CRP 222 PIPE 4-GANG DEEP XX X X 9 / TL 010 #2 CATWALK : HL CRP 221 PIPE 1-GANG DEEP X 18 / TL 010 #2 CATWALK : CENTER CRP 220 PIPE 1-GANG DEEP X 19 / TL 010 #2 CATWALK : HR CRP 219 PIPE 1-GANG DEEP X 18 / TL 010 #1 CATWALK : HL CRP 218 PIPE 1-GANG DEEP X 18 / TL 010 #1 CATWALK : CENTER CRP 217 PIPE 1-GANG DEEP X 19 / TL 010 #1 CATWALK : HR CRP 216 PIPE 1-GANG DEEP X 18 / TL 010 ANTE-PRO CATWALK CRP 215 PIPE CUSTOM X 18 / TL 010 ANTE-PRO CATWALK CRP 214 PIPE CUSTOM X 19 / TL 010 ANTE-PRO CATWALK CRP 213 PIPE CUSTOM X 18 / TL 010 PS-4 : STAGE RIGHT CRP 212 CUSTOM CUSTOM X 18 / TL 010 PS-4 : STAGE CENTER CRP 211 CUSTOM CUSTOM X 19 / TL 010 PS-4 : STAGE LEFT CRP 210 CUSTOM CUSTOM X 18 / TL 010 PS-3 : STAGE RIGHT CRP 209 CUSTOM CUSTOM X 18 / TL 010 PS-3 : STAGE CENTER CRP 208 CUSTOM CUSTOM X 19 / TL 010 PS-3 : STAGE LEFT CRP 207 CUSTOM CUSTOM X 18 / TL 010 PS-2 : STAGE RIGHT CRP 206 CUSTOM CUSTOM X 18 / TL 010 PS-2 : STAGE CENTER CRP 205 CUSTOM CUSTOM X 19 / TL 010 PS-2 : STAGE LEFT CRP 204 CUSTOM CUSTOM X 18 / TL 010 PS-1 : STAGE RIGHT CRP 203 CUSTOM CUSTOM X 18 / TL 010 PS-1 : STAGE CENTER CRP 202 CUSTOM CUSTOM X 19 / TL 010 PS-1 : STAGE LEFT CRP 201 CUSTOM CUSTOM X 18 / TL 010 REHEARSAL POSITION (FP-2) CRP 110 FLUSH CUSTOM X X X X 16 / TL 010 SL APRON FLOOR POCKET (FP-3) CRP 109 FLUSH CUSTOM X X X 15 / TL 010 SR APRON FLOOR POCKET (FP-1) CRP 108 FLUSH CUSTOM X X X 15 / TL 010 DSR CRP 107 FLUSH CUSTOM X 16 / TL 010 STAGE MANAGER PANEL (SMP-1) CRP 106 CUSTOM CUSTOM X X X 15 / TL 010 SR CRP 105 FLUSH 1-GANG DEEP X 15 / TL 010 UCR CRP 104 FLUSH 1-GANG DEEP X 14 / TL 010 UCL CRP 103 FLUSH 1-GANG DEEP X 5 / TL 010 USL CRP 102 FLUSH 1-GANG DEEP X 5 / TL 010 DSL CRP 101 FLUSH 1-GANG DEEP X 5 / TL 010 LOCATION DEVICE TYPE DEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUT NETWORK (RJ-45) SINGLE PORT NODE TWO PORT NODE AUX. HSE. LT. CONTROL DEDICATED 120VAC LCD TOUCHSCREEN REFERENCE EP 2 - 32 FOLLOW SPOT BOOTH TBD 2 BUTTON WORKS 6 / TL 011 EP 2 - 31 LOADING GALLERY BLACK 2 BUTTON WORKS 6 / TL 011 EP 2 - 26 HR FOH CATWALK ENTRY BLACK 2 BUTTON WORKS 6 / TL 011 EP 2 - 25 FOH CATWALK ENTRY BLACK 2 BUTTON WORKS 6 / TL 011 EP 1 - 24 CONTROL BOOTH BLACK LCD STAGE, HOUSE, AND...TOUCH SCREEN 3 / TL 011 EP 2 - 23 CONTROL BOOTH VESTIBULE TBD 2 BUTTON WORKS 6 / TL 011 EP 2 - 22 HL FOH CATWALK ENTRY BLACK 2 BUTTON WORKS 6 / TL 011 EP2 - 12 SOUTHEAST ENTRY REAR CORRIDOR TBD 2 BUTTON REAR CORRIDOR KEY SWITCH 6 / TL 011 EP 2 - 11 SOUTHWEST ENTRY REAR CORRIDOR TBD 2 BUTTON REAR CORRIDOR KEY SWITCH 6 / TL 011 EP 3 - 10 REAR COORIDOR TO SL TBD 2 BUTTON REAR CORRIDOR KEY SWITCH 5 / TL 011 EP 3 - 9 REAR COORIDOR TO SR TBD 2 BUTTON REAR CORRIDOR KEY SWITCH 5 / TL 011 EP 2 - 8 STAGE LEFT VESTIBULE BLACK 2 BUTTON STAGE AND WORKS 6 / TL 011 EP 3 - 7 HOUSE RIGHT S&LL TBD 2 BUTTON HOUSE AND WORKS KEY SWITCH 5 / TL 011 EP 3 - 6 HOUSE LEFT S&LL TBD 2 BUTTON HOUSE AND WORKS KEY SWITCH 5 / TL 011 EP 2 - 5 STAGE RIGHT VESTIBULE BLACK 2 BUTTON STAGE AND WORKS 6 / TL 011 EP 1 - 4 SMP BLACK LCD STAGE AND WORKS TOUCH SCREEN 4 / TL 011 EP 5 - 3 USR BLACK 5 BUTTON STAGE AND WORKS 7 / TL 011 EP 5 - 2 USL BLACK 5 BUTTON STAGE AND WORKS 7 / TL 011 EP 5 - 1 DSL BLACK 5 BUTTON STAGE AND WORKS 7 / TL 011 DEVICE LOCATION FACEPLATE COLOR BUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCE HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 | | | 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:04:21 PMET0-013 THEATRE ELECTRICAL SCHEDULES 09/18/2018 17008.0000 09.18.2018 ET0-013THEATRE ELECTRICAL SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N.T.S. SCHEDULE - RELAY PANEL (RP-1)1 N.T.S. SCHEDULE - RELAY PANEL (RP-2)2 N.T.S. SCHEDULE - RELAY PANEL (RP-3)3 48 120 V 30/48 WORKLIGHT POWER PS-1 20 A 47 120 V 30/47 WORKLIGHT POWER PS-1 20 A 46 120 V 3/046 PRODUCTION POWER PS-4 20 A 45 120 V 3/045 PRODUCTION POWER PS-4 20 A 44 120 V 3/044 PRODUCTION POWER PS-4 20 A 43 120 V 3/043 PRODUCTION POWER PS-4 20 A 42 120 V 3/042 PRODUCTION POWER PS-4 20 A 41 120 V 3/041 PRODUCTION POWER PS-4 20 A 40 120 V 3/040 PRODUCTION POWER PS-3 20 A 39 120 V 3/039 PRODUCTION POWER PS-3 20 A 38 120 V 3/038 PRODUCTION POWER PS-3 20 A 37 120 V 3/037 PRODUCTION POWER PS-3 20 A 36 120 V 3/036 PRODUCTION POWER PS-3 20 A 35 120 V 3/035 PRODUCTION POWER PS-3 20 A 34 120 V 3/034 PRODUCTION POWER PS-2 20 A 33 120 V 3/033 PRODUCTION POWER PS-2 20 A 32 120 V 3/032 PRODUCTION POWER PS-2 20 A 31 120 V 3/031 PRODUCTION POWER PS-2 20 A 30 120 V 3/030 PRODUCTION POWER PS-2 20 A 29 120 V 3/029 PRODUCTION POWER PS-2 20 A 28 120 V 3/028 PRODUCTION POWER PS-1 20 A 27 120 V 3/027 PRODUCTION POWER PS-1 20 A 26 120 V 3/026 PRODUCTION POWER PS-1 20 A 25 120 V 3/025 PRODUCTION POWER PS-1 20 A 24 120 V 3/024 PRODUCTION POWER PS-1 20 A 23 120 V 3/023 PRODUCTION POWER PS-1 20 A 22 120 V 3/022 PRODUCTION POWER PS-1 20 A 21 120 V 3/021 PRODUCTION POWER PS-1 20 A 20 120 V 3/020 PRODUCTION POWER PS-1 20 A 19 120 V 3/019 PRODUCTION POWER PS-1 20 A 18 120 V 3/018 PRODUCTION POWER PB-203 20 A 17 120 V 3/017 PRODUCTION POWER PB-203 20 A 16 120 V 3/016 PRODUCTION POWER PB-202 20 A 15 120 V 3/015 PRODUCTION POWER PB-202 20 A 14 120 V 3/014 PRODUCTION POWER PB-201 20 A 13 120 V 3/013 PRODUCTION POWER PB-201 20 A 12 120 V 3/012 PRODUCTION POWER PB-223 20 A 11 120 V 3/011 PRODUCTION POWER PB-222 20 A 10 120 V 3/010 PRODUCTION POWER PB-222 20 A 9 120 V 3/009 PRODUCTION POWER PB-221 20 A 8 120 V 3/008 PRODUCTION POWER PB-221 20 A 7 120 V 3/007 PRODUCTION POWER PB-220 20 A 6 120 V 3/006 PRODUCTION POWER PB-227 20 A 5 120 V 3/005 PRODUCTION POWER PB-226 20 A 4 120 V 3/004 PRODUCTION POWER PB-226 20 A 3 120 V 3/003 PRODUCTION POWER PB-225 20 A 2 120 V 3/002 PRODUCTION POWER PB-225 20 A 1 120 V 3/001 PRODUCTION POWER PB-224 20 A RELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATION RELAY RATING LOAD PER CIRCUIT (VA) 48 144 V 3/154 WORK LIGHTS CONTROL & SPOT...20 A 47 143 V 3/153 WORK LIGHTS ACCESS CATWALKS 20 A 46 142 V 3/152 HOUSE LIGHTS BOTH WALLS 20 A 45 141 V SPARE 20 A 44 140 V SPARE 20 A 43 139 V SPARE 20 A 42 138 V SPARE 20 A 41 137 V SPARE 20 A 40 136 V SPARE 20 A 39 135 V SPARE 20 A 38 134 V SPARE 20 A 37 133 V SPARE 20 A 36 132 V SPARE 20 A 35 131 V SPARE 20 A 34 130 V 3/140 PRODUCTION POWER ORCHESTRA SHELL 2 20 A 33 129 V 3/139 PRODUCTION POWER ORCHESTRA SHELL 2 20 A 32 128 V 3/138 PRODUCTION POWER ORCHESTRA SHELL 1 20 A 31 127 V 3/137 PRODUCTION POWER ORCHESTRA SHELL 1 20 A 30 126 V SPARE 20A 29 125 V 3/135 RUNNING LIGHT SR 20 A 28 124 V 3/134 RUNNING LIGHT SR 20 A 27 123 V 3/133 PREFUNCTION PB 276 20 A 26 122 V 3/132 PREFUNCTION PB 276 20 A 25 121 V 3/131 PREFUNCTION PB 275 20 A 24 120 V 3/130 PREFUNCTION PB 275 20 A 23 120 V 3/129 WORKLIGHT POWER PS-4 20 A 22 120 V 3/128 WORKLIGHT POWER PS-3 20 A 21 120 V SPARE 20 A 20 120 V 3/126 PREFUNCTION PB-171 20 A 19 120 V 3/125 PREFUNCTION PB-171 20 A 18 120 V 3/124 PREFUNCTION PB-274 20 A 17 120 V 3/123 PREFUNCTION PB-273 20 A 16 120 V 3/122 PREFUNCTION PB-272 20 A 15 120 V 3/121 PREFUNCTION PB-271 20 A 14 120 V 3/120 PREFUNCTION PB-271 20 A 13 120 V 3/119 MP PROD. POWER PB-406 20 A 12 120 V 3/118 MP PROD. POWER PB-406 20 A 11 120 V 3/117 MP PROD. POWER PB-405 20 A 10 120 V 3/116 MP PROD. POWER PB-405 20 A 9 120 V 3/115 MP PROD. POWER PB-404 20 A 8 120 V 3/114 MP PROD. POWER PB-404 20 A 7 120 V 3/113 MP PROD. POWER PB-403 20 A 6 120 V 3/112 MP PROD. POWER PB-403 20 A 5 120 V 3/111 MP PROD. POWER PB-402 20 A 4 120 V 3/110 MP PROD. POWER PB-402 20 A 3 120 V 3/051 PRODUCTION POWER PB-103 20 A 2 120 V 3/050 PRODUCTION POWER PB-102 20 A 1 120 V 3/049 PRODUCTION POWER PB-101 20 A RELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATION RELAY RATING LOAD PER CIRCUIT (VA) 36 120 V 4/045 RUNNING/WORK LTS BOOTH S&LL 20 A 35 120 V 4/044 HOUSE LIGHTING MULTI-PURPOSE 20 A 34 120 V 4/043 HOUSE LIGHTING MULTI-PURPOSE 20 A 33 120 V 4/042 HOUSE LIGHTING MULTI-PURPOSE 20 A 32 120 V 4/041 SOUTH S&LL CORRIDOR 20 A 279 WATTS 31 120 V 4/040 HR CORRIDOR,...HALL DOWNLIGHTS 20 A 186 WATTS 30 120 V 4/039 WORK / RUN LIGHTS HR COORIDOR - BB...20 A 434 WATTS 29 120 V 4/038 LOBBY LIGHTING 20 A 28 120 V 4/037 LOBBY LIGHTING 20 A 27 120 V 4/036 LOBBY LIGHTING 20 A 26 120 V 4/035 LOBBY LIGHTING 20 A 25 120 V 4/034 LOBBY LIGHTING 20 A 24 120 V 4/033 LOBBY LIGHTING 20 A 23 120 V 4/032 MULTIPURPOSE HSE MULTI-PURPOSE 20 A 22 120 V 4/031 MULTIPURPOSE HSE MULTI-PURPOSE 20 A 21 120 V 4/030 WORK/RUN LIGHTS HR CORRIDOR - BB... 20 A 434 WATTS 20 120 V 4/029 HL CORRIDOR, NORTH CATWALK PERIMETER 20 A 288 WATTS 19 120 V 4/028 HR CORRIDOR,... HALL DOWNLIGHTS 20 A 186 W ATTS 18 120 V 4/027 HR CORRIDOR,... CATWALK PERIMETER 20 A 288 WATTS 17 120 V 4/026 HOUSE HL GRAZE 20 A 247 WATTS 16 120 V 4/025 HOUSE HR GRAZE 20 A 247 WATTS 15 120 V 4/024 HOUSE CATWALK #3 20 A 1000 WATTS 14 120 V 4/023 HOUSE CATWALK #2 20 A 500 WATTS 13 120 V 4/022 HOUSE CATWALK #1 20 A 500 WATTS 12 120 V 4/021 SOUTH S&LL CORRIDOR 20 A 279 WATTS 11 120 V 4/020 HOUSE LIGHTING NORTH S&LL 20 A 102 WATTS 10 120 V 4/019 SPARE 20 A 9 120 V 4/018 SPARE 20 A 8 120 V 4/017 WORK LIGHTS CONTROL & SPOT... 20 A 290 WATTS 7 120 V 4/016 WORK LIGHTS #1, #2, & #3 CATWALKS 20 A 6 120 V 4/015 RUNNING LIGHTS #1 & #2 CATWALKS 20 A 5 120 V 4/014 WORK LIGHTS UNDER LOADING... 20 A 90 WATTS 4 120 V 4/013 WORK LIGHTS ANTE-PRO CATWALK 20 A 140 WATTS 3 120 V 4/012 RUNNING LIGHTS ANTE-PRO CATWALK 20 A 27 WATTS 2 120 V 4/011 WORK LIGHTS STAGE 20 A 90 WATTS 1 120 V 4/010 RUNNING LIGHTS US 20 A 30 WATTS RELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATION RELAY RATING LOAD PER CIRCUIT (VA) HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 1 | | | | | | | | 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:04:47 PMET0-014 THEATRE ELECTRICAL SCHEDULES 09/18/2018 17008.0000 09.18.2018 ET0-014THEATRE ELECTRICAL SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N.T.S. SCHEDULE - WIRE DEVICES, BLACK BOX1 N.T.S. SCHEDULE - WIRE DEVICES, PREFUNCTION SPACE4 12" = 1'-0"8 SCHEDULE - RELAY PANEL (RP-12) N.T.S. SCHEDULE - RELAY PANEL (RP-11)7 N.T.S. SCHEDULE - CONTROL RECEPTACLE PANELS, BLACK BOX2 N.T.S. SCHEDULE - ENTRY PANELS, BLACK BOX3 PB 366 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 2 4 / TL 010 PB 365 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 2 4 / TL 010 PB 364 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 363 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 2 4 / TL 010 PB 362 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 2 4 / TL 010 PB 361 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 360 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 359 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 358 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 357 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 356 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 355 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 354 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 353 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 352 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 351 CATWALKS PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 154 SOUTH WALL FLUSH BLACK FLUSH 2-GANG DEEP 2 2 / TL 010 PB 153 EAST WALL FLUSH BLACK FLUSH 2-GANG DEEP 2 2 / TL 010 PB 152 NORTH WALL FLUSH BLACK FLUSH 2-GANG DEEP 2 2 / TL 010 PB 151 EAST WALL FLUSH BLACK FLUSH 2-GANG DEEP 2 2 / TL 010 DEVICE LOCATION MOUNTING FACEPLATE COLOR CONNECTOR FLUSH/PIGTAIL BACK BOX LENGTH NO. 20A SW. CIR NOTES REFERENCE CATWALKS CRP 366 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 365 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 364 PIPE CUSTOM X 10 / TL 010 CATWALKS CRP 363 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 362 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 361 PIPE CUSTOM X 10 / TL 010 CATWALKS CRP 360 PIPE CUSTOM X 10 / TL 010 CATWALKS CRP 359 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 358 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 357 PIPE CUSTOM X 10 / TL 010 CATWALKS CRP 356 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 355 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 354 PIPE CUSTOM X 10 / TL 010 CATWALKS CRP 353 PIPE CUSTOM X 13 / TL 010 CATWALKS CRP 352 PIPE CUSTOM X 10 / TL 010 CATWALKS CRP 351 PIPE CUSTOM X 13 / TL 010 CONTROL BOOTH : SOUTH... CRP 251 FLUSH CUSTOM XX X X 9 / TL 010 SOUTH WALL CRP 154 FLUSH 1-GANG DEEP X 5 / TL 010 WEST WALL CRP 153 FLUSH 1-GANG DEEP X 5 / TL 010 NORTH WALL CRP 152 FLUSH 3-GANG DEEP XX X 8 / TL 010 EAST WALL CRP 151 FLUSH 3-GANG DEEP XX X 8 / TL 010 LOCATION DEVICE TYPE DEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUT NETWORK (RJ-45) SINGLE PORT NODE TWO PORT NODE AUX. HSE. LT. CONTROL DEDICATED 120VAC LCD TOUCHSCREEN REFERENCE EP 2 - 351 CATWALK BLACK 2 BUTTON STAGE AND WORKS 8 / TL 011 EP 1 - 252 2ND LEVEL ENTRY TBD 2 BUTTON STAGE AND WORKS 6 / TL 011 EP 2 - 251 CONTROL BOOTH TBD LCD STAGE AND WORKS TOUCH SCREEN 3 / TL 011 EP 1 - 155 SW ENTRY BLACK LCD STAGE AND WORKS TOUCH SCREEN 3 / TL 011 EP 5 - 154 SW S&LL BLACK 5 BUTTON STAGE AND WORKS 7 / TL 011 EP 3 - 153 NW S&LL TBD 2 BUTTON STAGE AND WORKS KEY SWITCH 5 / TL 011 EP 3 - 152 NE S&LL TBD 2 BUTTON STAGE AND WORKS KEY SWITCH 5 / TL 011 EP 5 - 151 SE S&LL BLACK 5 BUTTON STAGE AND WORKS 7 / TL 011 DEVICE LOCATION FACEPLAT... BUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCE PB 276 FRONT ENTRY - GRID 18 PIPE BLACK FLUSH 1-GANG DEEP 2 4 / TL 010 PB 275 FRONT ENTRY - GRID 14 PIPE BLACK FLUSH 1-GANG DEEP 2 4 / TL 010 PB 274 BATTEN 4 PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 273 BATTEN 3 PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 272 BATTEN 2 PIPE BLACK FLUSH 1-GANG DEEP 1 3 / TL 010 PB 271 BATTEN 1 PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 171 STAGE LEVEL FLUSH BLACK FLUSH 2-GANG DEEP 2 2 / TL 010 DEVICE LOCATION MOUNTING FACEPLATE COLOR CONNECTOR FLUSH/PIGTAIL BACK BOX LENGTH NO. 20A SW. CIR.NOTES REFERENCE N.T.S. SCHEDULE - CONTROL RECEPTACLE PANELS, PREFUNCTION SPACE5 N.T.S. SCHEDULE - ENTRY PANELS, PREFUNCTION SPACE6 FRONT ENTRY - GRID 18 CRP 276 PIPE CUSTOM X 12 / TL 010 FRONT ENTRY - GRID 14 CRP 275 PIPE CUSTOM X 12 / TL 010 BATTEN 4 CRP 274 PIPE CUSTOM X 12 / TL 010 BATTEN 3 CRP 273 PIPE CUSTOM X 12 / TL 010 BATTEN 2 CRP 272 PIPE CUSTOM X 12 / TL 010 BATTEN 1 CRP 271 PIPE CUSTOM X 12 / TL 010 STAGE LEVEL CRP 171 FLUSH 2-GANG DEEP X 7 / TL 010 LOCATION DEVICE TYPE DEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUT NETWORK (RJ-45) SINGLE PORT NODE TWO PORT NODE AUX. HSE. LT. CONTROL DEDICATED 120VAC LCD TOUCHSCREEN REFERENCE EP 6 - 171 STAGE LEVEL TBD 5 BUTTON PF PROD CIRCUITS / PF...9 / TL 011 DEVICE LOCATION FACEPLATE COLOR BUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCE 48 120 V SPARE 20 A 47 120 V SPARE 20 A 46 120 V SPARE 20 A 45 120 V SPARE 20 A 44 120 V SPARE 20 A 43 120 V SPARE 20 A 42 120 V SPARE 20 A 41 120 V SPARE 20 A 40 120 V SPARE 20 A 39 120 V SPARE 20 A 38 120 V SPARE 20 A 37 120 V SPARE 20 A 36 120 V SPARE 20 A 35 120 V SPARE 20 A 34 120 V SPARE 20 A 33 120 V SPARE 20 A 32 120 V SPARE 20 A 31 120 V SPARE 20 A 30 120 V SPARE 20 A 29 120 V SPARE 20 A 28 120 V SPARE 20 A 27 120 V SPARE 20 A 26 120 V SPARE 20 A 25 120 V SPARE 20 A 24 120 V 3/098 BB PROD. POWER PB-154 20 A 23 120 V 3/097 BB PROD. POWER PB-153 20 A 22 120 V 3/096 BB PROD. POWER PB-152 20 A 21 120 V 3/095 BB PROD. POWER PB-151 20 A 20 120 V 3/094 BB PROD. POWER PB-366 20 A 19 120 V 3/093 BB PROD. POWER PB-366 20 A 18 120 V 3/092 BB PROD. POWER PB-365 20 A 17 120 V 3/091 BB PROD. POWER PB-365 20 A 16 120 V 3/090 BB PROD. POWER PB-364 20 A 15 120 V 3/089 BB PROD. POWER PB-363 20 A 14 120 V 3/088 BB PROD. POWER PB-363 20 A 13 120 V 3/087 BB PROD. POWER PB-362 20 A 12 120 V 3/086 BB PROD. POWER PB-362 20 A 11 120 V 3/085 BB PROD. POWER PB-361 20 A 10 120 V 3/084 BB PROD. POWER PB-360 20 A 9 120 V 3/083 BB PROD. POWER PB-359 20 A 8 120 V 3/082 BB PROD. POWER PB-358 20 A 7 120 V 3/081 BB PROD. POWER PB-357 20 A 6 120 V 3/080 BB PROD. POWER PB-356 20 A 5 120 V 3/079 BB PROD. POWER PB-355 20 A 4 120 V 3/078 BB PROD. POWER PB-354 20 A 3 120 V 3/077 BB PROD. POWER PB-353 20 A 2 120 V 3/076 BB PROD. POWER PB-352 20 A 1 120 V 3/075 BB PROD. POWER PB-351 20 A RELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATION RELAY RATING LOAD PER CIRCUIT (VA) 12 120 V SPARE 20 A 11 120 V SPARE 20 A 10 120 V SPARE 20 A 9 120 V 4/009 ARCH. LIGHTING BB BOOTH DOWN... 20 A 8 120 V 4/008 ARCH. LIGHTING BB VERTICAL WORK 20 A 7 120 V 4/007 ARCH. LIGHTING BB HORIZONTAL WORK 20 A 6 120 V 4/006 ARCH. LIGHTING BB CW LTG WEST 20 A 5 120 V 4/005 ARCH. LIGHTING BB CW LTG CENTER 20 A 4 120 V 4/004 ARCH. LIGHTING BB CW LTG EAST 20 A 3 120 V 4/003 ARCH. LIGHTING BB BOOTH TROFFERS 20 A 2 120 V 4/002 ARCH. LIGHTING BB BOOTH DOWN... 20 A 1 120 V 4/001 ARCH. LIGHTING BB STAGE S & LL 20 A RELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATION RELAY RATING LOAD PER CIRCUIT (VA) HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 1 1 | | | 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:05:02 PMET0-015 THEATRE ELECTRICAL SCHEDULES 09/18/2018 17008.0000 09.18.2018 ET0-015THEATRE ELECTRICAL SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 N.T.S. SCHEDULE - WIRE DEVICES, MULTI-PURPOSE ROOM1 N.T.S. SCHEDULE - ENTRY PANELS, PMULTI-PURPOSE ROOM3 N.T.S. SCHEDULE - CONTROL RECEPTACLE PANELS, MULTI-PURPOSE ROOM2 PB 406 PIPE GRID PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 405 PIPE GRID PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 404 PIPE GRID PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 403 PIPE GRID PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 PB 402 PIPE GRID PIPE BLACK FLUSH 2-GANG DEEP 2 4 / TL 010 DEVICE LOCATION MOUNTING FACEPLATE COLOR CONNECTOR FLUSH/PIGTAIL BACK BOX LENGTH NO. 20A CIR. (BBP)NOTES REFERENCE PIPE GRID CRP 406 PIPE CUSTOM X 11 / TL 010 PIPE GRID CRP 405 PIPE CUSTOM X 11 / TL 010 PIPE GRID CRP 404 PIPE CUSTOM X 11 / TL 010 PIPE GRID CRP 403 PIPE CUSTOM X 11 / TL 010 PIPE GRID CRP 402 PIPE CUSTOM X 11 / TL 010 STAGE LEVEL CRP 401 FLUSH 1-GANG X 6 / TL 010 LOCATION DEVICE TYPE DEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUT NETWORK (RJ-45) SINGLE PORT NODE TWO PORT NODE AUX. HSE. LT. CONTROL DEDICATED 120VAC LCD TOUCHSCREEN REFERENCE EP 6 - 401 SE ENTRY TBD LCD STAGE AND WORKS TOUCH SCREEN 9 / TL 011 DEVICE LOCATION FACEPLATE COLOR BUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCE HALL M.P. B.B. REVISIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:05:11 PMET0-016 THEATRE ELECTRICAL FIXTURE SCHEDULE 09/18/2018 17008.0000 09.18.2018 ET0-016THEATRE ELECTRICAL FIXTURE SCHEDULE2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 THE THEATRICAL LIGHTING FIXTURES LISTED ON SHEET ET0-016 ARE TO BE FURNISHED BY DIV. 11 THEATRICAL CONTRACTOR. THEATRICAL LIGHTING FIXTURES THAT ARE LISTED ON SHEETS E06.02 AND ET0-016 ARE TO BE INSTALLED BY DIV. 26 ELECTRICAL CONTRACTOR. FUNCTIONAL TESTING OF THEATRICAL LIGHTING TO BE PERFORMED BY DIV. 11 THEATRICAL CONTRACTOR. LIGTHING FIXTURES CIRCUITED TO "RP" PANELS ARE TO BE CONTROLLED BY THEATRICAL CONTROLLERS. DIVISION 11 FURNISHED THEATRE LIGHTING FIXTURE SCHEDULE FIXTURE SELECTION BY TYPE DESCRIPTION MANUFACTURER MODEL VOLTAGE REQUIRED LAMPS VA COMMENTSTYPE LAMP QUANTITY SCHULER SC YOKE MOUNTED DOWNLIGHT, 3000K COLOR TEMPERATURE, 3000 LUMENS, CLEAR APERATURE TRIM, SEMI SPECULAR FINISH, 45 DEGREE BEAM ANGLE, MULTI VOLT, DMX DIMMING, 3/8" THREAD PENANT MOUNT, BLACK FINISH GOTHAM LIGHTING ICO CYL-30/30-6AR-LSS-45D-120-EDXB-PM-DBL 120 V LED 1 31 VA PROVIDE WITH DMX DIMMING DRIVER, MOUNT FIXTURE TO SIDE OF CATWALK SCHULER SC1 YOKE MOUNTED DOWNLIGHT, 3000K COLOR TEMPERATURE, 5500 LUMENS, CLEAR APERATURE TRIM, SEMI SPECULAR FINISH, 65 DEGREE BEAM ANGLE, MULTI VOLT, DMX DIMMING, 3/8" THREAD PENANT MOUNT, BLACK FINISH GOTHAM LIGHTING ICO CYL-30/55-6AR-LSS-65D-120-EDXB-PM-DBL 120 V LED 1 65 VA PROVIDE WITH DMX DIMMING DRIVER, MOUNT FIXTURE TO SIDE OF CATWALK SCHULER SC2 YOKE MOUNTED DOWNLIGHT, 3000K COLOR TEMPERATURE, 3500 LUMENS, CLEAR APERATURE TRIM, SEMI SPECULAR FINISH, 25 DEGREE BEAM ANGLE, MULTI VOLT, DMX DIMMING, 3/8" THREAD PENANT MOUNT, BLACK FINISH GOTHAM LIGHTING ICO CYL-30/35-6AR-LSS-25D-120-EDXB-PM-DBL 120 V LED 1 34 VA PROVIDE WITH DMX DIMMING DRIVER, MOUNT FIXTURE TO SIDE OF CATWALK SCHULER SC3 YOKE MOUNTED DOWNLIGHT, 3000K COLOR TEMPERATURE, 5000 LUMENS, CLEAR APERATURE TRIM, SEMI SPECULAR FINISH, 25 DEGREE BEAM ANGLE, MULTI VOLT, DMX DIMMING, 3/8" THREAD PENANT MOUNT, BLACK FINISH GOTHAM LIGHTING ICO CYL-30/50-6AR-LSS-25D-120-EDXB-PM-DBL 120 V LED 1 49 VA PROVIDE WITH DMX DIMMING DRIVER, MOUNT FIXTURE TO SIDE OF CATWALK SCHULER SD 4" LED OPEN DOWN LIGHT, RECESSED GYPBOARD MOUNTED, 3000K COLOR TEMPERATURE, 1500 LUMENS, SEMI-SPECULAR FINISH, 60 DEGREE BEAM ANGLE, 120 VOLT, DMX WITH RDM DRIVER GOTHAM LIGHTING ICO-30/15-4AR-LSS-60D-120-EDXB 120 V LED 1 17 VA PROVIDE WITH DMX DIMMING DRIVER SCHULER SJ3 3'-0" LED LINEAR WALL WASH, 120 VOLTS, 3000K COLOR TEMPERATURE, 10x30 DEGREE OPTICS, UNIVERSAL ADJUSTABLE MOUNTING, BLACK FINISH, DMX/RDM DIMMING LUMENPULSE LIGHTING LOGi RO-120-36-30K-10x30-UMAS-BK-DMX/RDM 120 V LED 1 26 VA PROVIDE WITH DMX DIMMING DRIVER SCHULER SJ4 4'-0" LED LINEAR WALL WASH, 120 VOLTS, 3000K COLOR TEMPERATURE, 10x30 DEGREE OPTICS, UNIVERSAL ADJUSTABLE MOUNTING, BLACK FINISH, DMX/RDM DIMMING LUMENPULSE LIGHTING LOGi RO-120-36-30K-10x30-UMAS-BK-DMX/RDM 120 V LED 1 34 VA PROVIDE WITH DMX DIMMING DRIVER SCHULER SL 4'-0" DIRECT/INDIRECT LINEAR FIXTURE, WALL MOUNTED, 120 VOLT, TRI-COLOR RGB, WIDE FLOOD LENS UP AND DOWN, DMX DIMMING DRIVER, BLACK FINISH LUMENPULSE LIGHTING LLI2S-WM-DI-120-SU4-dRO RGB WFL-iRO RGB WFL-DMX/RDM-BK 120 V LED 1 24 VA PROVIDE WITH DMX DIMMING DRIVER, MOUNT FIXTURE TO SIDE OF CATWALK SCHULER ST 26'-0" LED STRIP LIGHT, STAGE LOCKING RAIL WORK LIGHT, INDEXSTRIP WITH WHITE LEDs ONLY, APPLICATION FOR SUSPENSION WITH ARMS ATTACHED TO RIGGING WALL, 120-WATT / 24 VOLT DC POWER SUPPLY, DMX SYSTEM CONTROL LUMENESCE LIS1-ARM-26-PS120--WM-DMX 120 V LED 1 39 VA PROVIDE WITH DMX DIMMING DRIVER, COORDINATE MOUNTING MATERIALS AND INSTALLATION WITH THEATRE CONTRACTOR SCHULER SW10 4"x5" LINEAR LED LIGHT, SURFACE MOUNTED, 750 LUMENS PER FOOT, 80 CRI, 3000K COLOR TEMPERATURE, SPOTLESS LENS SHIELDING, 10'-0" LENGTH, BLACK FINISH, 120 VOLT, DMX DIMMING DRIVER AXIS LIGHTING BBSLED-750-80-30-SO-10-BLK-120-O 120 V LED 1 68 VA ORDER FIXTURE FROM MANUFACTURER WITH MANUFACTURER PROVIDED DMX DIMMING DRIVER SCHULER SW14 4"x5" LINEAR LED LIGHT, SURFACE MOUNTED, 750 LUMENS PER FOOT, 80 CRI, 3000K COLOR TEMPERATURE, SPOTLESS LENS SHIELDING, 14'-0" LENGTH, BLACK FINISH, 120 VOLT, DMX DIMMING DRIVER AXIS LIGHTING BBSLED-750-80-30-SO-14-BLK-120-O 120 V LED 1 95 VA ORDER FIXTURE FROM MANUFACTURER WITH MANUFACTURER PROVIDED DMX DIMMING DRIVER SCHULER SW16 4"x5" LINEAR LED LIGHT, SURFACE MOUNTED, 750 LUMENS PER FOOT, 80 CRI, 3000K COLOR TEMPERATURE, SPOTLESS LENS SHIELDING, 16'-0" LENGTH, BLACK FINISH, 120 VOLT, DMX DIMMING DRIVER AXIS LIGHTING BBSLED-750-80-30-SO-16-BLK-120-O 120 V LED 1 109 VA ORDER FIXTURE FROM MANUFACTURER WITH MANUFACTURER PROVIDED DMX DIMMING DRIVER SCHULER SW52 4"x5" LINEAR LED LIGHT, SURFACE MOUNTED, 750 LUMENS PER FOOT, 80 CRI, 3000K COLOR TEMPERATURE, SPOTLESS LENS SHIELDING, 52'-0" LENGTH, BLACK FINISH, 120 VOLT, DMX DIMMING DRIVER AXIS LIGHTING BBSLED-750-80-30-SO-52-BLK-120-O 120 V LED 1 354 VA ORDER FIXTURE FROM MANUFACTURER WITH MANUFACTURER PROVIDED DMX DIMMING DRIVER HALL M.P. B.B. 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 1 OFFICE 106 OFFICE 108 TICKET 107 STAGE 135 APRON 134 SLL 133 CORRIDOR 138 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A 20 252112117 X CL 22 23 24 19139 8 K M P 10 N T7 T8 T3 EP-5 1 CRP 102 EP-5 2 PB 101 CRP 104 EP-5 3 PB 103 CRP 103 PB 102 EP-1 4 CRP 106 EP-3 7 FP 1 FP 2 FP 3 (1) 20A CIRC TO RP-2/1 :) (1) 20A CIRC TO RP-2/2 :) (1) 20A CIRC TO RP-2/3 :) TO SPR-1 :) TO SPR-1 :) CRP 108 CRP 109 CRP 110 TO SPR-1 :) TO SPR-1:) TO SPR-1 :) EP-3 6 +23"+23"+48"RP-2-1+23" RP-2-2+23"+23"+23"+48"RP-2-3LR1C-2LR1C-2LR1C-4LR1C-4LR1C-4LR1E-3LR1E-1LR1E-5480V 3PHASE 15A DISCONNECT FOR VARIABLE SPEED RIGGING MOTOR. MOUNT 10' AFF. HL2A-31,33,35 14 18 Q CRP 101LR1C-2CRP 107 LR1C-4EP-2 8 EP-2 5 T9 1 CRP 105 1X Y 9 EP-3 10 TO SPR-1. EP-2 11 :) T9 CORRIDOR 146 X Y 23 EP-3 9 TO SPR-1. EP-2 12 :) T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:05:27 PMET0-101 THEATRE ELECTRICAL PLAN POWER & PANEL, THE HALL, STAGE LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-101THEATRE ELECTRICAL PLAN POWER & PANEL, THE HALL, STAGELEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN -THEATRE POWER & PANEL, THE HALL, STAGE LEVEL 1/4" = 1'-0"2 PLAN -THEATRE POWER & PANEL, THE HALL, REAR CORRIDOR HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 J J J J J J J J J CATWALK #4 CATWALK #3 CATWALK #2 CATWALK #1 CONNECTOR CONNECTOR TECH. STAIR 136 CATWALK #5 22 M P 10 N T7 T8 T3 CRP 213 PB 201 PB 202 CRP 214 PB 203 CRP 215 PB 204 EP-2 22EP-2 26 (1) 20A CIRC TO RP-1/13 :) (2) 20A CIRC TO RP-1/14 -15 :) (2) 20A CIRC TO RP-1/16 -17 :):) (1) 20A CIRC TO RP-1/7 :) (2) 20A CIRC TO RP-1/8 -9 :) (2) 20A CIRC TO RP-1/10 -11 :) CRP 216 CRP 217 TO SPR-1 :) (1) 20A CIRC TO RP-1/1 :) (2) 20A CIRC TO RP-1/2 -3 :) (2) 20A CIRC TO RP-1/4 -5 :) CRP 219 CRP 220 (1) 20A CIRC TO RP-1/12 :) CRP 218 (1) 20A CIRC TO RP-1/6 :) CRP 221 TO SPR-1 :) 1 1/4" C. 1" C. RP-1-13 RP-1-14 RP-1-15 RP-1-1 RP-1-2 RP-1-3 RP-1-4 RP-1-5 RP-1-6 RP-1-7 RP-1-9 RP-1-8 RP-1-10 RP-1-11 RP-1-12 RP-1-16 RP-1-17 RP-1-18LR1E-9LR1E-9LR1E-9LR1E-11LR1E-11LR1E-11Q PB 205 PB 206 PB 207 PB 208 PB 209 PB 210 PB 211 PB 212 (1) 20A CIRC TO RP-1/18 X 9 8 10 T7 T8 EP-2 31 CRP 301 TO SPR-1. :) (2) 20A CIRC TO RP1-13/14 :) TO CABLE REEL GB 1 GB 1a TO CABLE REEL TO SPR-1 :) (2) 20A CIRC TO RP1-24/25 :) TO CABLE REEL GB 2 GB 2a TO CABLE REEL TO SPR-1 :) GRID BOXES SHOULD HAVE TERMINAL STRIPS FOR REQUIRED NUMBER OF CIRCUITS GRID BOX a ONLY REQUIRES A JUNCTION BOX WITH PULL STRING FRO DIV. 11. THESE DEVICES ARE MOUNTED AT THE LOADING GALLERY LEVEL T9 GRAND CURTAIN DRAW MOTOR JUNCTION BOX GB-6 X CL 22 23 24 19139 8 10 T7 T8 2 ET0-131 T9 PS 1 PS 2 PS 3 PS 4 1 CRP 201 CRP 204 CRP 207 CRP 210 CRP 202 CRP 205 CRP 208 CRP 211 CRP 203 CRP 206 CRP 209 CRP 2102 GRAND CURTAIN DRAW MOTOR JUNCTION BOX GB-6 GB-5 GB-4 GB-3 GB-2 GB-1 CIRCUITS IN GB 1a GB 1 CIRCUITS OUT TO PS 1 RP1 -19 TO 28 RP1 -47 CIRCUITS IN GB 2a GB 2 CIRCUITS OUT TO PS 2 RP1 -29 TO 34 RP1 -48 CIRCUITS IN GB 3a GB 3 CIRCUITS OUT TO PS 3 RP1 -35 TO 40 RP2 -22 CIRCUITS IN GB 4a GB 4 CIRCUITS OUT TO PS 4 RP1 -41 TO 46 RP2 -23 CIRCUITS IN GB 5a GB 5 CIRCUITS OUT TO ORCH. SHELL 1 CABLE REEL RP2 -31 TO 32 CIRCUITS IN GB 6a GB 6 CIRCUITS OUT TO ORCH. SHELL 2 CABLE REEL RP2 -33 TO 34 ORCHESTRA SHELL TO CABLE REEL ORCHESTRA SHELL TO CABLE REEL 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:05:53 PMET0-102 THEATRE ELECTRICAL PLAN, POWER & PANEL, THE HALL, CATWALK & GALLERY LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-102THEATRE ELECTRICAL PLAN, POWER & PANEL, THE HALL, CATWALK& GALLERY LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - THEATRE POWER & PANEL - HALL CATWALKS AND CONTROL BOOTH 1/4" = 1'-0"3 PLAN - THEATRE POWER & PANEL, LOADING GALLERY HALL M.P. B.B. 1/4" = 1'-0"2 PLAN - THEATRE POWER & PANEL - LOADING GALLERY LEVEL REVISIONS 1 09.18.2018 CHANGE ORDER 01 12" = 1'-0"4 GRIDBOX AND JUNCTION CIRCUITS CONTROL 202 SLL 201 AMP 201B DIMMER 203B SLL 203 20 252112117 J CL 248 K 14 18 TO SPR-1 :) SIGNAL PANEL RELAY (SPR-1) RELAY PANEL -3 (RP-3) RELAY PANEL -2 (RP-2) RELAY PANEL -1 (RP-1) CRP 222 EP-2 23 EP-1 24 LR1E-29LR1E-29LR1E-27 LR1E-27 1 :) EP-2 25 TO CRP 220 :) TO EP-2 25 FOLLOW SPOT 204 20 21 J CL K 2 ET0-131 18 EP-2 32 CRP 302 TO SPR-1 :)L6-30L6-30LADDER PLATFORM EDGE LR1E-21LR1E-23LR1E-254131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:06:11 PMET0-105 THEATRE ELECTRICAL PLAN, POWER & PANEL, THE HALL, BOOTHS 09/18/2018 17008.0000 09.18.2018 ET0-105THEATRE ELECTRICAL PLAN, POWER & PANEL, THE HALL, BOOTHS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. 3/8" = 1'-0"3 ENLARGED PLAN - CONTROL BOOTH, THE HALL 3/8" = 1'-0"1 ENLARGED PLAN - FOLLOW SPOTLIGHT BOOTH, THE HALL REVISIONS 1 09.18.2018 CHANGE ORDER 01 OFFICE 106 OFFICE 108 TICKET 107 APRON 134 SLL 133 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A 20 252112117 J CL 22 248 K M P 10 N T7 T8 T3 SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM SM :) TO NEAREST B.B.P. :) SEE DRAWING ET0-311 FOR STAIRWELL FIXTURES SEE DRAWING ET0-311 FOR STAIRWELL FIXTURES TO BBP. :) :)LR1E-2 LR1E-2 LR1E-2 LR1E-2 SM SM SM SM SM SM SM 14 18 Q TO NEAREST B.B.P. SM 1 SM TO NEAREST B.B.P. TO NEAREST B.B.P. SM 1 SM 3 ET0-151 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:06:24 PMET0-111 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, STAGE LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-111THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL,STAGE LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN -THEATRE LIGHTING, THE HALL, STAGE LEVEL HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 CORRIDOR 130 6 X J Y K M P T R N L T7 T8 T3 SL SL SLSL SL SL SLSL:)POWER TO RP-3/18.DATA TO SPR-1.RP-3-18 Q SL SL SL SL 1 T9 REFER TO SHEET E03-01D FOR 0-10V LIGHTS 1 STAGE 135 CORRIDOR 138 X CL Y 22 23 24 19139 8 10 T8T8 ST SV SV SV SH1SH1SH1SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 PROVIDE (1) 20A, 120V CIRCUIT IN JUNCTION BOX, APPROX 10' AFF. FOR FIXTURE TYPE "ST". FIXTURE TYPE "ST" AND SWITCH PROVIDE BY DIV 11. CONTRACTOR. POWER TO RP-3/2. :) TO RP-3/1 :) D SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 :) TO BBP. RP-3-2 LR1E-4 LR1D-8SH1 1 SH1 RP-3-1 SH1 1 1 SH1 SH1 SH1 1 T9T9SH1 REFER TO SHEET E03-01D FOR 0-10V LIGHTS SH1 CORRIDOR 146 STAGING 147 X BB-C BB-B BB-A J 26 Y K M P N T7 T8 T3 BB-1 :)POWER TO RP-3/20.DATA TO SPR-1.RP-3-20 SLSL SL SL SLSL SL SL Q SL SL 1 SL SL T9 REFER TO SHEET E03-01D FOR 0-10V LIGHTS 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:06:39 PMET0-112 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, REAR CORRIDOR 09/18/2018 17008.0000 09.18.2018 ET0-112THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL,REAR CORRIDOR2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"4 PLAN -THEATRE LIGHTING, WEST CORRIDOR 3/16" = 1'-0"1 PLAN -THEATRE LIGHTING, THE HALL, REAR CORRIDOR 3/16" = 1'-0"2 PLAN -THEATRE LIGHTING, EAST CORRIDOR HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 CATWALK #4 CATWALK #3 CATWALK #2 CATWALK #1 CONNECTOR CONNECTOR TECH. STAIR 137 TECH. STAIR 136 CATWALK #5 20 252112117CL 22 248 K M P 10 N T7 T8 T3 SF SF SFSFSFSFSF SF SH1 SH1SH1SH1SH1 SF SFSFSF SF SH1 SH1 SH1SH1SH1 SF SFSFSF SH1 SH1 SH1SH1 SH1 SH1SH1SH1SH1SH1SH1 POWER TO RP-3/7 . TO RP-3/6 . TO RP-3/6 . POWER TO RP-3/7 . TO RP-3/3 . POWER TO RP-3/4 . SF SF POWER TO RP-3/7 . RP-3-3 RP-3-4 RP-3-7 RP-3-6 RP-3-7 14 18 Q SFSF 1 SFSF SF SFSF SF SF RP-3-7 1 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF POWER TO RP-2/47 . SFSF RP-2-47 SH1 SH1 SH1SH1SH1SH1 SH1 TO RP-3/6 . RP-3-6 SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 SH1 X CL 22 23 24 19139 8 10 T8 SV SV SV POWER TO RP-3/5 . 2 ET0-131 RP-3-5 T9 MOUNT SV FIXTURES THIS AREA TIGHT BELOW GALLERY STRUCTURE 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:07:02 PMET0-115 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL, CATWALK LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-115THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL,CATWALK LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - THEATRE LIGHTING,THE HALL, STAGE CATWALK LEVEL HALL M.P. B.B. 1/4" = 1'-0"2 PLAN - THEATRE LIGHTING - LOADING GALLERY LEVEL REVISIONS 1 09.18.2018 CHANGE ORDER 01 20 25 211211 7 J CL 248 K 2 ET0-131 14 18 :) TO BBP. SH SH SH SH SH SK SK SH SH SH D SG LADDER UP TO FOLLOW SPOT LR1E-8LR1E-6 MOUNT BOTTOM OF FIXTURES AT 13'-6" A.F.F. CIRCUIT TO FIXTURES AT FOLLOW SPOT ABOVE MOUNT BOTTOM OF FIXTURE AT 13'-6" A.F.F. D SG LR1E-81 SV SV SH :) SV RP-2-48 POWER TO RP-2/48 DATA TO SPR-1 20 21 J CL K 2 ET0-131 18 SK SK SH SH SH SH SH TO BBP POWER TO RP-2/48 DATA TO SPR-1 . . D SG PLATFORM EDGE LADDER TO CONTROL BOOTH BELOW LR1E-8LR1E-6 CIRCUIT WITH CONTROL BOOTH LIGHTING BELOW SV RP-2-48 MOUNT FIXTURE 8'-6" ABOVE PLATFORM EDGE 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:07:19 PMET0-116 THATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALL BOOTHS 09/18/2018 17008.0000 09.18.2018 ET0-116THATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, THE HALLBOOTHS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. 3/8" = 1'-0"3 ENLARGED PLAN - CONTROL BOOTH, THE HALL 3/8" = 1'-0"1 ENLARGED PLAN - THEATRE LIGHTING - FOLLOW SPOTLIGHT BOOTH, THE HALL REVISIONS 1 09.18.2018 CHANGE ORDER 01 X CL 22 23 24 19139 8 10 T8 2 ET0-131 T9 SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV SV LOFT BLOCK BEAM, TYP. SMOKE POCKET, TYP. SV SV SV POWER TO RP-3/4 . RP-3-4 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:07:29 PMET0-117 THATRE ELECTRICAL WORK AND RUNNING LIGHT RCP, THE HALL, STAGE 09/18/2018 17008.0000 09.18.2018 ET0-117THATRE ELECTRICAL WORK AND RUNNING LIGHT RCP, THE HALL,STAGE2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. 1/4" = 1'-0"1 RCP - WORK AND RUNNING LIGHT, STAGE, THE HALL REVISIONS CATWALK #4 CATWALK #3 CATWALK #2 CATWALK #1 CONNECTOR CONNECTOR TECH. STAIR 137 TECH. STAIR 136 CATWALK #5 20 25 2112117CL 22 24 8 K M P 10 N T7 T8 T3 TO RP-3/14 SJ3 SJ3 TO SPR-1 TO RP-3/17 TO SPR-1 TO RP-3/17 TO SPR-1 TO RP-3/17 TO SPR-1 SJ3 SJ3 TO RP-3/16 TO SPR-1 TO RP-3/16 TO SPR-1 T O R P -3 /1 6 T O S P R -1 TO RP-3/14 TO SPR-1 TO RP-3/15 TO SPR-1 2 ET0-131 SCSCSCSC SC RP-3-14 SCSCSCSC SC SCSCSCSC SC RP-3-15 RP-3-14 SJ4 SJ4 RP-3-17 RP-3-17 RP-3-16 RP-3-16 SJ4 SJ3 SJ4 SJ3 RP-3-16 RP-3-17 14 18 Q SJ4 SJ4 SC SC 1 SC3 SC3 SC3 SC3 TO RP-3/13 TO SPR-1 SC1SC1SC1SC1 SC1 TO RP-3/13 TO SPR-1 SC2SC2SC2 1 1 T O R P -3 /1 6 T O S P R -1 SJ4 SJ3 RP-3-16 TO RP-3/17 TO SPR-1 SJ4 SJ3RP-3-17 SC1 SC1 1 SC SC 1 SC SC 1 TO RP-2/46 RP-2-46 RP-3-13 RP-3-13 07-HALL CATWALK 24'-0" 24' - 0" 09-LOW PARAPET 30'-8" 30' - 11" 10-HIGH ROOF 37' - 6" 08-LOADING GALLERY 28'-0" 30' - 0" K M P N T7 T8 T3 06-FOLLOW SPOT 22'-0" 22' - 0" 11-HIGH RIDGE 44' - 3" SC SC SC HOUSE FIXTURES YOKE MOUNT TO CATWALK STRUCTURE. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAIL. Q SC SLL 132 7 J 8 K SD SD SD POWER TO RP-3/11 DATA TO SPR-1 RP-3-11 1 SLL 133 25 J 24 K POWER TO RP-3/11. DATA TO SPR-1. :) SD SD RP-3-11 SD 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:07:55 PMET0-131 THEATRE ELECTRICAL HOUSE LIGHTING, THE HALL 09/18/2018 17008.0000 09.18.2018 ET0-131THEATRE ELECTRICAL HOUSE LIGHTING, THE HALL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 RCP - THEATRE ELECTRICAL HOUSE LIGHTING, THE HALL 1/4" = 1'-0"2 SECTION - THEATRE LIGHTING, THE HALL HALL M.P. B.B. 1/4" = 1'-0"5 RCP - THEATRE LIGHTING, SOUND AND LIGHT LOCKS, THE HALL REVISIONS 1 09.18.2018 CHANGE ORDER 01 APRON 134 SLL 133 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A 20 25 211211 7 CL 22 248 K M P 10 N T7 T8 T3 TO NEAREST BPP. TO NEAREST BPP. TO NEAREST BPP. TO NEAREST BPP. TO NEAREST BPP. TO NEAREST BPP. ET0-151 2 14 18 Q TO NEAREST B.B.P. SM 3 ET0-151 TO NEAREST BPP. J J J J J J J TO NEAREST BPP. J M N PROVIDE HOLE IN SLABIN CHAIR ARM FOR LOW VOLTAGE LED WIRING (TYP.) UNDER SLAB RACEWAY HOMERUN J J 01-MAIN 100' - 0" 00-ORCHESTRA 96' - 10" M T2 T3 00-UNDERFLOOR 93' - 2" 00-ORCHESTRA -3'-2" -3' - 2" LEVEL 01 - MAIN 0' - 0" M N T3 JUNCTION BOX IN VOID SPACE FOR COLLECTION OF LOW VOLTAGE LED WIRES (TYPICAL) PROVIDE HOLE FOR LOW VOLTAGE WIRING UP TO SEAT RISER. COORDINATE FINAL LOCATION OF SEATING PRIOR TO ROUGH-IN J-HOOK SUPPORT SYSTEM 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:08:18 PMET0-151 THEATRE ELECTRICAL POWER FOR AISLE LIGHTING PLAN 09/18/2018 17008.0000 09.18.2018 ET0-151THEATRE ELECTRICAL POWER FOR AISLE LIGHTING PLAN2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - END STANDARD LIGHTING, THE HALL 1/2" = 1'-0"2 PLAN - END STANDARD LIGHTING, THE HALL HALL M.P. B.B. 1/2" = 1'-0"3 SECTION - END STANDARD LIGHTING, THE HALL REVISIONS 01-MAIN 0'-0" 0' - 0" 03-TECHNICAL 12'-0" 12' - 0" 07-HALL CATWALK 24'-0" 24' - 0" 09-LOW PARAPET 30'-8" 30' - 11" 10-HIGH ROOF 37' - 6" 05-STAGE CATWALK 20'-0" 20' - 0" 04-BB CATWALK 18'-0" 18' - 0" 02-GALLERY 9'-0" 9' - 0" 08-LOADING GALLERY 28'-0" 30' - 0" T7T8 06-FOLLOW SPOT 22'-0" 22' - 0" 11-HIGH RIDGE 44' - 3" SH SH SH SH SH SH SH SH TO BBP . TO BBP . EP-2 8 SB1 LR1E-14 LR1E-14 01-MAIN 0'-0" 0' - 0" 03-TECHNICAL 12'-0" 12' - 0" 07-HALL CATWALK 24'-0" 24' - 0" 09-LOW PARAPET 30'-8" 30' - 11" 10-HIGH ROOF 37' - 6" 05-STAGE CATWALK 20'-0" 20' - 0" 04-BB CATWALK 18'-0" 18' - 0" 02-GALLERY 9'-0" 9' - 0" 08-LOADING GALLERY 28'-0" 30' - 0" T7T8 06-FOLLOW SPOT 22'-0" 22' - 0" 11-HIGH RIDGE 44' - 3" SH SH SH SH SV SV SV TO BBP SH SH SH TO BBP SH SH . TO BBP . POWER TO RP-3/10 . LR1E-12 . LR1E-13 . LR1E-12 RP-3-10 RP-3-10 POWER TO RP-3/10 WHITE TO SPR-1 BLUE TO SPR-1 SB1 SH SB2 SB2 01-MAIN 100' - 0" 08-LOW PARAPET 130' - 11" 01-MAIN 0'-0" 0' - 0" 03-TECHNICAL 12'-0" 12' - 0" 07-HALL CATWALK 24'-0" 24' - 0" 09-LOW PARAPET 30'-8" 30' - 11" 10-HIGH ROOF 37' - 6" 05-STAGE CATWALK 20'-0" 20' - 0" 04-BB CATWALK 18'-0" 18' - 0" 02-GALLERY 9'-0" 9' - 0" 08-LOADING GALLERY 28'-0" 30' - 0" T7 T8 06-FOLLOW SPOT 22'-0" 22' - 0" 11-HIGH RIDGE 44' - 3" SH1 SH SH SH SH SH SV SH SH SH SH SH SH SV SV SV WHITE LIGHT POWER TO RP-3/9 . TO BBP . POWER TO RP-3/9 . TO BBP . TO BBP . LR1E-15 RP-3-9 RP-3-9 LR1E-14 LR1E-14 LR1E-14 LR1E-14 SB1 SB1 SB1 BLUE LIGHT POWER TO RP-3/9 RP-3-9 RP-3-9 RP-3-9 RP-3-9 01-MAIN 0'-0" 0' - 0" 03-TECHNICAL 12'-0" 12' - 0" 07-HALL CATWALK 24'-0" 24' - 0" 09-LOW PARAPET 30'-8" 30' - 11" 10-HIGH ROOF 37' - 6" 05-STAGE CATWALK 20'-0" 20' - 0" 04-BB CATWALK 18'-0" 18' - 0" 02-GALLERY 9'-0" 9' - 0" 08-LOADING GALLERY 28'-0" 30' - 0" T7 T8 06-FOLLOW SPOT 22'-0" 22' - 0" 11-HIGH RIDGE 44' - 3" SH SH SH TO BBP . TO BBP . EP-2 5 LR1E-12 LR1E-12 SB1 SV SV SV SH SH SH SH SH SH SH LR1E-12 RP-3-10 RP-3-10 RP-3-10 RP-3-10 TECH. STAIR 136 24 T7 T8 ET0-311 42 SH LR1E-13 SB1 UP TECH. STAIR 137 8 T7 T8 ET0-3111 3 SB1 UP LR1E-15 SH SH SH SH SH SH SH SH SH SH SH1 TECH. STAIR 136 24 T7 T8 ET0-311 42 UP DOWN SH1 SH SH SH SH SH SH SH1 SH SH SH SH SH SH TECH. STAIR 136 24 T7 T8 ET0-311 42 DOWN SB1 SB1 TECH. STAIR 137 8 T7 T8 ET0-3111 3 DOWN UP SH SH SH SH SH1 SH SH SH SH SH SH TECH. STAIR 137 8 T7 T8 ET0-3111 3 SB1 SB1 SH SH SH SH SH SH SH1 DOWN 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:08:44 PMET0-311 THEATRE ELECTRICAL WORK AND RUNNING LIGHT SECTIONS, THE HALL, STAIRWELLS 09/18/2018 17008.0000 09.18.2018 ET0-311THEATRE ELECTRICAL WORK AND RUNNING LIGHT SECTIONS, THEHALL, STAIRWELLS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 ELEVATION - HOUSE RIGHT STAIRWELL, WEST 1/4" = 1'-0"2 ELEVATION - HOUSE LEFT STAIRWELL, WEST 1/4" = 1'-0"3 ELEVATION - HOUSE RIGHT STAIRWELL, EAST 1/4" = 1'-0"4 ELEVATION - HOUSE LEFT STAIRWELL, EAST 1/4" = 1'-0"5 PLAN - HOUSE LEFT STAIRWELL -MAIN LEVEL 1/4" = 1'-0"6 PLAN - HOUSE RIGHT STAIRWELL - MAIN LEVEL HALL M.P. B.B. REVISIONS 1/4" = 1'-0"8 PLAN - HOUSE LEFT STAIRWELL - GALLERY LEVEL 1/4" = 1'-0"7 PLAN - HOUSE LEFT STAIRWELL - STAGE CATWALK LEVEL 1/4" = 1'-0"9 PLAN - HOUSE RIGHT STAIRWELL - GALLERY LEVEL 1/4" = 1'-0"10 PLAN - HOUSE RIGHT STAIRWELL - STAGE CATWALK LEVEL SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 DRESSING 156 SLL 153 DRESSING 154 SLL 152 TOILET 157 UTILITY 158B TOILET 155 STORAGE 158A LIFT LOBBY 105A 3430292832 BB-C BB-B BB-A 26 T7 EP-5 151 CRP 154 PB 154 CRP 151 PB 151 CRP 152 PB 152 EP-3 153 CRP 153 PB 153 (1) 20A CIRC TO RP-11/22 (1) 20A CIRC TO RP-11/23 (1) 20A CIRC TO RP-11/24 (1) 20A CIRC TO RP-11/21 EP-5 154 EP-3 152 TO SPR-2 TO SPR-2 EP-1 155 BB-1 BB-2 RP-11-24 RP-11-21 RP-11-22 RP-11-23 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:08:57 PMET0-501 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, STAGE LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-501THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, STAGELEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - THEATRE POWER & PANEL - BLACK BOX, STAGE LEVEL HALL M.P. B.B. REVISIONS CONTROL 205 AMP 206 SLL 204 LIFT 105B 3430292832 BB-A J 26 EP-2 252 EP-1 251 . TO SPR-2 RELAY PANEL (RP-11) RELAY PANEL (RP-12) SIGNAL PROCESSING RACK (SPR-2) BB-1 BB-2 CRP 251 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:09:06 PMET0-502 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CONTROL BOOTH LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-502THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CONTROLBOOTH LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - THEATRE POWER & PANEL, BLACK BOX, CONTROL BOOTH HALL M.P. B.B. REVISIONS 3430292832 BB-C BB-B BB-A 26 EP-2 351 CRP 356 PB 356 CRP 355 PB 355 CRP 354 PB 354 CRP 353 PB 353 CRP 363 PB 363 CRP 357 PB 357 CRP 362 PB 362 CRP 352 PB 352 CRP 365 PB 365 CRP 364 PB 364 CRP 361 PB 361 CRP 358 PB 358 CRP 366 PB 366 CRP 351 PB 351 CRP 359 PB 359 CRP 360 PB 360 TO SPR-2 TO SPR-2 (1) 20A CIRC TO RP-11/5 (1) 20A CIRC TO RP-11/16 (1) 20A CIRC TO RP-11/11 (2) 20A CIRC TO RP-11/19 -20 (1) 20A CIRC TO RP-11/9 (1) 20A CIRC TO RP-11/10 (2) 20A CIRC TO RP-11/17 -18 (1) 20A CIRC TO RP-11/4 TO SPR-2 TO SPR-2 (2) 20A CIRC TO RP-11/14 -15 (2) 20A CIRC TO RP-11/12 -13 TO SPR-2 (1) 20A CIRC TO RP-11/3 (1) 20A CIRC TO RP-11/2 (1) 20A CIRC TO RP-11/1 (1) 20A CIRC TO RP-11/6 (1) 20A CIRC TO RP-11/7 (1) 20A CIRC TO RP-11/8 BB-1 BB-2 RP-11-1 RP-11-2 RP-11-3 RP-11-4RP-11-5 RP-11-8 RP-11-7 RP-11-6 RP-11-9 RP-11-10 RP-11-11 RP-11-12 RP-11-13 RP-11-15 RP-11-14 RP-11-16 RP-11-19 RP-11-20 RP-11-17 RP-11-18 LR1F-7 LR1F-3LR1F-1 LR1F-5 LR1F-7LR1F-7LR1F-5LR1F-5LR1F-3LR1F-3?LR1F-1LR1F-14131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:09:26 PMET0-505 THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CATWALK LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-505THEATRE ELECTRICAL PLAN POWER & PANEL, BLACK BOX, CATWALKLEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - THEATRE POWER & PANEL, BLACK BOX, CATWALK LEVEL HALL M.P. B.B. REVISIONS SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 DRESSING 156 SLL 153 DRESSING 154 SLL 152 TOILET 157 UTILITY 158B TOILET 155 STORAGE 158A LIFT LOBBY 105A 3430292832 BB-C BB-B BB-A J 26 T7 SHSHSHSH SH SH SH SH SH SH SH SH SH SH SH SH SH SH SH SH SH SH SHSHSHSH SH SH SH TO NEAREST BBP. SH SH SH TO NEAREST BBP. SH SH SH SH SHSH TO NEAREST BBP. TO NEAREST BBP. SHSH BB-1 BB-2 LR1F-2 LR1F-2 LR1F-2 LR1F-2 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:09:42 PMET0-511 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, BLACK BOX, STAGE LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-511THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, BLACKBOX, STAGE LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - THEATRE LIGHTING, BLACK BOX, STAGE LEVEL HALL M.P. B.B. REVISIONS F.E.C.34 302928 32 BB-A J 26 SK SK SH SH SH SH SH SH SH TO BBP POWER TO RP-12/3 DATA TO SPR-2 . . D SG BB-1 BB-2 LR1F-4 LR1F-6SK RP-12-3 SH SH 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/21/2018 4:09:51 PMET0-512 THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, BLACK BOX, CONTROL BOOTH LEVEL 09/18/2018 17008.0000 09.18.2018 ET0-512THEATRE ELECTRICAL WORK AND RUNNING LIGHT PLAN, BLACKBOX, CONTROL BOOTH LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/4" = 1'-0"1 PLAN - THEATRE LIGHTING, BLACK BOX, CONTROL BOOTH HALL M.P. B.B. REVISIONS PLUMBING GENERAL NOTES REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS- BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON-NORMAL CONTRACTOR WORKING HOURS. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON- ACCESSIBLE CEILINGS. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. FLASH AND COUNTER-FLASH ROOF PENETRATIONS. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. MOUNT WALL HYDRANTS 24” ABVOE FINISHED GRADE UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. MOUNT HOSE BIBBS 24” ABOVE FINISHED FLOOR UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH-IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. NSF-61-G COMPLIANCE: PRODUCTS IN CONTACT WITH DOMESTIC WATER FOR HUMAN CONSUMPTION SHALL MEET NSF-61-G AND CONTAIN LESS THAN 0.25% (WEIGHTED AVERAGE) OF LEAD. ALL PRODUCTS SHALL BE LABELED WITH THE CERTIFICATION MARK NSF-61-G. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. S NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT SYMBOL DESCRIPTION SYMBOL DESCRIPTION FDFD - BALL VALVE - DIRECTION OF FLOW - REDUCED PRESSURE BACKFLOW PREVENTER - ABOVE GROUND CONDENSATE DRAIN - DOMESTIC COLD WATER - DOMESTIC HOT WATER - ABOVE GROUND SANITARY WASTE - SANITARY VENT - HOSE BIBB OR WALL HYDRANT - CLEAN OUT PLUG - WALL CLEANOUT - FLOOR CLEAN OUT - FLOOR DRAIN - SHUT-OFF VALVE IN VALVE BOX - SHUTOFF VALVE - CALIBRATED BALANCING VALVE - CHECK VALVE (SWING) - RELIEF OR SAFETY VALVE - SHUTOFF VALVE ON RISER - GAS COCK - CAP - CONNECTION, TOP - CONNECTION, BOTTOM - ELBOW, TURNED DOWN - ELBOW, TURNED UP - TEE, TURNED UP - TEE, TURNED DOWN - PRESSURE REDUCING VALVE - SOLENOID OPERATED VALVE - GAS PRESSURE REGULATOR - BELOW GROUND CONDENSATE DRAIN CO CO CO 1 - REVISION REFERENCE - DETAIL REFERENCE STO - OVERFLOW STORM DRAIN - CONDENSATE DRAIN CD CA AFF AW AV CB CFH CO CONT CW DI DN DS DWG °F FD FOR FOS FOV FS G GPH GPM HB HW HWR IE IW KW LBS MH NC NIC NO NP NTS OD PRV PSI PVC RD RPBP SAN ST SF SH SD V VAC VC VTR WH - COMPRESSED AIR - ABOVE FINISH FLOOR - ACID WASTE - ACID VENT - CATCH BASIN - CUBIC FEET PER HOUR - CLEANOUT - CONTINUATION - DOMESTIC COLD WATER - DEIONIZED WATER - DOWN - DOWNSPOUT - DRAWING - DEGREE FAHRENHEIT - FLOOR DRAIN - FUEL OIL RETURN - FUEL OIL SUPPLY - FUEL OIL VENT - FLOOR SINK - GAS - GALLONS PER HOUR - GALLONS PER MINUTE - HOSE BIBB - DOMESTIC HOT WATER - DOMESTIC HOT WATER RECIRCULATING - INVERT ELEVATION - INDIRECT WASTE - KILOWATT - POUNDS - MANHOLE - NORMALLY CLOSED - NOT IN CONTRACT - NORMALLY OPEN - NON-POTABLE WATER - NOT TO SCALE - OUTSIDE DIAMETER - PRESSURE REDUCING VALVE - POUNDS PER SQUARE INCH - POLYVINYL CHLORIDE PIPE - ROOF DRAIN - SANITARY - STORM - SQUARE FEET - SHEET - STORM DRAIN - VENT - VACUUM - VACUUM CLEANING - VENT THRU ROOF - WALL HYDRANT EXIST - EXISTING FOF - FUEL OIL FILL FOG - FUEL OIL GAGE SW - SOFT COLD WATER GR - KITCHEN WASTE (GREASE) - HUB DRAIN HD - REDUCED PRESSURE BACKFLOW PREVENTOR FCO - FLOOR CLEANOUT WCO - WALL CLEANOUT PLUMBING ABBREVIATIONSPLUMBING SYMBOL LEGEND P2.01 1 FSE#- FOODSERVICE EQUIPMENT NUMBER - DOMESTIC HOT WATER RETURN - CONNECT TO - DEMO TO CD CD CW HW HWR S V - EXISTING PIPE(EXIST) DETAIL No. SHEET No. SHOWN ON WTR - WATER - BELOW GROUND SANITARY WASTES - ABOVE GROUND STORM DRAINST - BELOW GROUND STORM DRAINST - OVERFLOW STORM DRAINSTO DCO - DOUBLE CLEANOUT 1.00 - GENERAL PROVISIONS 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2015 INTERNATIONAL PLUMBING CODE AND ALL LOCAL CODES HAVING JURISDICTION. ALL PLUMBING WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING ANDEQUIPMENT. PIPE HANGERS SHALL BE ADJUSTABLE TYPE AND BE SPACED IN ACCORDANCE WITH THE LATEST INTERNATIONAL PLUMBING CODE. PROVIDED PLASTIC COATED RING ON HANGERS FOR COPPER PIPING TO PROVIDE DIELECTRIC ISOLATION. PROVIDE DIELECTRIC UNIONS OR FLANGES BETWEEN COPPER AND STEEL PIPING AND BETWEEN BRASSWARE AND STEEL. DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION. PROVIDE REDUCING FITTINGS (REDUCING BUSHINGS SHALL NOT BE USED) WHERE CHANGES IN PIPE SIZES OCCUR. THIS CONTRACTOR SHALL SUPPLY AND INSTALL ALL SERVICES THROUGHOUT THE BUILDING AND MAKE CONNECTION TO SITE UTILITIES APPROXIMATELY 5'-0" OUTSIDE THE BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL FIXTURES, FITTINGS, VALVING AND TRIM AND MAKE READY FOR USE ALL FIXTURES, EQUIPMENT, ETC. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 2.00 - BASIC MATERIALS AND METHODS DOMESTIC WATER - ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER. PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH PDI STANDARD WH-201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS OR SIOUX CHIEF. VALVES: PROVIDE VALVES TO ISOLATE EACH RISER, BRANCH LINE AND PIECE OF EQUIPMENT. PROVIDE PRESSURE REDUCING VALVE AND AIR GAP CONNECTION AT DISHWASHER AS REQUIRED BY CODE AND ACCORDING TO MANUFACTURER. PROVIDE INLINE WATER FILTER AT COFFEE MAKER AND ICE MAKER TO REMOVE MATERIALS, TASTE AND ODOR - "EVERPURE OR "SYSTEMS IV". SANITARY WASTE - UNDERGROUND - SCH 40 PVC DWV. SANITARY WASTE (NON-PRESSURE), SANITARY VENT AND STORM PIPING - ABOVE GROUND - NO-HUB CAST IRON SOIL PIPE AND FITTINGS PER CISPI 301 WITH HEAVY DUTY SHIELDED STAINLESS STEEL COUPLINGS. SANITARY WASTE PRESSURE PIPING (FORCE MAIN ABOVE CEILINGS) -DWV COPPER TUBE ASTM B 306, AND SOLDER-JOINT FITTINGS ASME B16.23. CONDENSATE PIPING - DWV COPPER OR NO-HUB CAST IRON SOIL PIPE AND FITTINGS PER CISPI 301 WITH HEAVY DUTY SHIELDED STAINLESS STEEL COUPLINGS. INSTALL GRAVITY LINES SLOPED AT 1/8" PER FOOT FOR PIPE 3" AND LARGER AND 1/4" PER FOOT FOR PIPE SMALLER THAT 3". VERIFY INVERT ELEVATION WITH EXISTING PIPING PRIOR TO ANY PIPE BEING INSTALLED. PROVIDE AND PROPERLY LOCATE HANGERS TO ADEQUATELY SUPPORT PIPING. ARRANGE HANGERS TO PERMIT EXPANSION AND CONTRACTION. DO NOT HANG PIPING FROM FIRE OR SMOKE WALLS. PROVIDE PIPE HANGERS AT EACH VALVE, STRAINER, AND OTHER PIPING ACCESSORY, AND AT EACH CHANGE OR DIRECTION. THE SIZE OF HANGERS FOR NON-INSULATED PIPES SHALL BE SUITABLE FOR THE PIPE SIZE TO BE SUPPORTED. FOR INSULATED PIPING, THE SIZE OF THE HANGER SHALL BE SUITABLE FOR THE PIPE SIZE, PLUS THE INSULATION AND INSULATION SHIELD. SPACING: LOCATE PIPE SUPPORTS AS INDICATED IN THE FOLLOWING TABLE. 3.00 - PLUMBING FIXTURES AND TRIM ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS77-28 AS PROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. ALL FIXTURES ARE TO BE WHITE VITREOUS CHINA UNLESS OTHERWISE SPECIFICALLY NOTED. FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARACTER IN ANY ROOM OR LOCATION. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE OF THE SAME DESIGN. PROVIDE FIXTURE CARRIERS AS RECOMMENDED BY FIXTURE MANUFACTURER AND/OR CONSTRUCTION METHOD. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON-ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. FLOOR DRAIN TRAP SEALS SHALL HAVE AN APPROVED PRIMING DEVICE DESIGNED FOR THAT PURPOSE. ALL CONCEALED TRAPS, PRIMERS, VALVES, CLEANOUTS, ETC. LOCATED IN TILED AREAS SHALL BE PROVIDED WITH AN ACCESS PANEL. 4.00 - INSULATION ABOVE GROUND COLD AND HOT WATER PIPING - FIBERGLASS, 1" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75°F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. ABOVE GROUND STORM PIPING - FIBERGLASS, 1/2" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75°F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. ABOVEGROUND CONDENSATE PIPING SHALL BE 1/2" FLEXIBLE UNICELLULAR POLYOLEFIN FOAM AND SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50-IMCOA "IMCOLOCK". 5.00 - VALVES AND COCKS VALVES 2" AND SMALLER SHALL BE BALL VALVES, 150 PSI SWP, 400 PSI WOG. STANDARD PORT BALL, BRONZE TRIM, CAST BRONZE BODY, CHROMIUM-PLATED BRASS BALL, BRONZE NON- BLOWOUT STEM, TEFLON SEAT, DOUBLE O-RING STEM SEALS, ZINC-COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP, 90 DEGREE OPERATION FROM FULL OPEN TO TIGHT SHUT- OFF - STOCKHAM S214-BR-T-T, STOCKHAM S216-BR-T-S OR EQUAL. CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC -STOCKHAM B-345; B-309 OR EQUAL. 6.00 - STERILIZATION DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE LATEST INTERNATIONAL PLUMBING CODE. PLUMBING SPECIFICATIONS 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 HORIZONTAL PIPE HANGER SCHEDULE MATERIAL PIPE SIZE HANGER SPACING CAST IRON PIPE UNDER 1 INCH 1 TO 2 INCHES 2 1/2 TO 4 INCHES UP TO 1 1/4 INCH 1 1/2 INCH AND ABOVE ALL 6 FOOT CENTERS 8 FOOT CENTERS 10 FOOT CENTERS 6 FOOT CENTERS 10 FOOT CENTERS 5 FOOT CENTERS COPPER TUBING 3.1 3.2 3.3 3.4 3.5 3.6 4.1 4.2 4.3 4.1 4.2 4.1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:11:30 PMP00-01 PLUMBING LEGEND, GENERAL NOTES, & SHEET INDEX 09/18/2018 17008.0000 09.18.2018 P00-01PLUMBING LEGEND, GENERAL NOTES, & SHEET INDEX2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PLUMBING DRAWING INDEX SHEET DESCRIPTION Issued P00-01 PLUMBING LEGEND, GENERAL NOTES, & SHEET INDEX Yes P01-01 PLUMBING SITE PLAN Yes P02-00 PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - OVERALL Yes P02-00A PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT A Yes P02-00B PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT B Yes P02-00C PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT C Yes P02-00D PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT D Yes P02-00E PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT E Yes P02-01A PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT A Yes P02-01B PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT B Yes P02-01C PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT C Yes P02-01D PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT D Yes P02-01E PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT E Yes P02-02C PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C Yes P02-02D PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D Yes P02-02E PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E Yes P02-03A PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT A Yes P02-03B PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT B Yes P02-03C PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT C Yes P02-03D PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT D Yes P02-03E PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT E Yes P02-04 PLUMBING ROOF PLAN Yes P06-01 PLUMBING SCHEDULES Yes P07-01 PLUMBING RISER DIAGRAMS Yes P07-02 PLUMBING RISER DIAGRAMS Yes P08-01 PLUMBING DETAILS Yes REVISIONS TRAVIS STREET HAMMOND STREETOLD TOWN PUBLIC PARKING GARDEN GROVE BLACK BOX MULTI-PURPOSE STUDIO GALLERY FIRE LANE STAFF/PERFORMER PARKING & LOADINGLOADINGXFRM EXISTING ZONING: PD-250R8-H ZONING: PD-250R-HZONING: PD-250R23-HGENTRASHS 01O 46' 21" E 287.14'N 88O 13' 39" E 417.32' S 85O 31' 05" W 424.60'N 00O 30' 09" W 307.29'ALLEYHALL COMMON AREA LOT 1XF.F.E. = 518.30'R.O.W. DEDICATIONR.O.W . DEDIC ATION 8" ST 6" ST 8" ST 8" ST 8" ST INV.EL.= 514.60' INV.EL.= 514.60' INV. EL.= 514 .25 FINISH FLOOR ELEV.= 518.30' INV.EL.=512.75' INV. EL.=513.00' 6" S DCO INV.EL.= 514.60' INV.EL.= 514.60' 6" FIRE SERVICE INV.EL. 514.80' 3" DOMESTIC SERVICE INV. EL. = 514.80' 3" CW 6" ST6" FM 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:11:52 PMP01-01 PLUMBING SITE PLAN 09/18/2018 17008.0000 09.18.2018 P01-01PLUMBING SITE PLAN2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/16" = 1'-0"1 SITE PLAN - PLUMBING N REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. GENERAL NOTES: 1. 2. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 MULTI-PURPOSE 111 LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 WRR 113 JAN 129 MRR 125 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 TICKET 107 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 STAGE 135 APRON 134 SLL 133 DRESSING 156 SLL 153 DRESSING 154 ALCOVE 112 LOBBY 110 SLL 152 ALCOVE 126 STOR 127 TOILET 157 UTILITY 158B TOILET 155 TOILET 142 DRESSING 143 DRESSING 141 MECHANICAL 118 STORAGE 139 PIANO 140 STOR 145 TOILET 144 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 CORRIDOR 138 CORRIDOR 146 PREFUNCTION 102 CONCESSION 103 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 PREFUNCTION 101 DATA 115 EMERG. ELEC. 114 VEST 110B STORAGE 158A STAGING 147 TOILET 123 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B LIFT LOBBY 105A CORRIDOR 130 35342030292825213212117 6421 Z X BB-C BB-B BB-A J F D C G B A 4" S 6" S 4" S4" S 4" S 4" SUB-SOIL PIPE INV. EL.= 513.63' 4" SUB-SOIL PIPE INV. EL.= 513.63' 4" SUB-SOIL PIPE SLOPE 1/16" / FT. 4" SUB- SOIL PIPE 4" SUB-SOIL PIPE 3" S 6" S 4" S 6" S 6" S 3" S 4" SS UP 4" SS UP TO WC-2 & WCO 2" SS UP 6" ST UP 4" SS UP TO WCO CL 4" S 3" S FD-1FD-1 3" S MS-1 3" SS UP TO WCO 26 W Y 31272223 24 19139 8 K M P 10 T R N L H T7 T8 T3 8" ST 8" ST UP 8" ST 6" ST 6" ST UP 8" ST 8" ST UP 8" ST 6" ST UP 8" ST 8" ST UP BB-1 BB-2 3" CW 6" FM 3" S - --- FS-1 FS-1 FS-14" S 4" S 4" S 4" S 4" S - --- - --- INV.EL.= 514.60' INV.EL.= 514.60' INV. EL.= 514 .25 - --- - --- 2" V UP 2" V. UP 2" V. UP INV.EL.=516.30' INV.EL.=516.30' INV.EL.=512.75' - --- 4" SUB-SOIL PIPE INV. EL.= 509.18' INV. EL.=513.00' INV.EL.= 514.60' DCO 6" S 6" S 4" S 4" SS UP TO WCO 4" SS UP TO WCO 6" SS UP TO WCO - --- 4" SUB-SOIL PIPE INV. EL.= 513.63' - --- WCO WCO PROVIDE A 16" X16" TRENCH TO SET SUBSOIL PIPE. PROVIDE PERMIABLE FABRIC AROUND SUBSOIL PIPE TO PREVENT SOIL PENETRATION. SURROUND ALL SIDE OF PIPING WITH COARSE GRAVEL NO LARGER THAN 1" DIAMETER. PROVIDE 6" COMPACTED SAND BED BELOW THE GRAVEL. 4" SUB-SOIL PIPE INV. EL.= 509.50' 4" SUBSOIL PIPE 4" SUB-SOIL PIPE INV. EL.= 508.97' SUMP PIT -REFER TO SHEET P08-01 SUMP PUMP CONTROL PANEL 3" FS-1 3" S 53 - --- - --- - --- - --- - --- - --- 6" ST 4" S 6" S 6" S 4" S 4" SUB- SOIL PIPE 4" S 4" SUB-SOIL PIPE - --- 14 18 Q - --- 1 1 1 - --- T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:12:24 PMP02-00 PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - OVERALL 09/18/2018 17008.0000 09.18.2018 P02-00PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - OVERALL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 UNDERFLOOR PLAN - MAIN LEVEL - PLUMBING OVERALL REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. GENERAL NOTES: 1. 2. HALL M.P. B.B. 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 MULTI-PURPOSE 111 WRR 113 JAN 129 MRR 125 ALCOVE 112 LOBBY 110 ALCOVE 126 STOR 127 VEST 110B 7 6421 J F D C G B A MS-1 8 H 6" ST 6" ST UP 8" ST 8" ST UP 3" S - --- INV.EL.= 514.60' INV.EL.= 514.60' INV.EL.=516.30' - --- - --- - --- - --- - --- 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:12:40 PMP02-00A PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT A 09/18/2018 17008.0000 09.18.2018 P02-00APLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT A2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 UNDERFLOOR PLAN - SEGMENT A - MAIN LEVEL - PLUMBING N REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. GENERAL NOTES: 1. 2. HALL M.P. B.B. REVISIONS LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 WRR 113 SLL 150 LIFT 105B STOR 104 SLL 151 TICKET 107 ALCOVE 112 PREFUNCTION 102 CONCESSION 103 PREFUNCTION 101 LIFT LOBBY 105A 35342030292825213212117 6 J G CL 26 248 K H 8" ST 8" ST UP 8" ST BB-1 BB-2 - --- INV. EL.= 514 .25 - --- 4" SUB-SOIL PIPE INV. EL.= 509.50' 14 18 11 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:12:54 PMP02-00B PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT B 09/18/2018 17008.0000 09.18.2018 P02-00BPLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT B2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 UNDERFLOOR PLAN - SEGMENT B - MAIN LEVEL - PLUMBING N REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. GENERAL NOTES: 1. 2. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 WRR 113 JAN 129 MRR 125 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 ALCOVE 112 ALCOVE 126 STOR 127 MECHANICAL 118 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 DATA 115 EMERG. ELEC. 114 TOILET 123 STORAGE 137A CORRIDOR 130 642 1 Z X J 6" S 4" S4" S 4" SUB- SOIL PIPE 3" S 6" S 6" S 6" S 3" S 4" SS UP TO WC-2 & WCO 2" SS UP 6" ST UP 2-1/2" DOMESTIC SERVICE UP 4" S 3" S FD-1FD-1 3" S MS-1 Y K M P T R N L T7 T8 T3 8" ST 8" ST UP 3" CW 3" S - --- FS-1 FS-1 FS-14" S 4" S 4" S 4" S 4" S - --- - --- INV.EL.= 514.60' 2" V UP 2" V. UP 2" V. UP INV.EL.=516.30' INV.EL.=516.30' INV.EL.=512.75' - --- 4" SUB-SOIL PIPE INV. EL.= 509.18' 4" S 4" SS UP TO WCO 4" SS UP TO WCO 6" SS UP TO WCO - --- WCO WCO 4" SUB-SOIL PIPE INV. EL.= 508.97' SUMP PIT -REFER TO SHEET P08-01 SUMP PUMP CONTROL PANEL 3" FS-1 3" S 53 - --- - --- 6" ST 4" S 6" S 4" SUB- SOIL PIPE 4" S Q - --- T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:13:10 PMP02-00C PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT C 09/18/2018 17008.0000 09.18.2018 P02-00CPLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT C2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 UNDERFLOOR PLAN - SEGMENT C - MAIN LEVEL - PLUMBING N REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. GENERAL NOTES: 1. 2. HALL M.P. B.B. 1 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 OFFICE 106 OFFICE 108 WRR 113 TICKET 107 STAGE 135 APRON 134 SLL 133 ALCOVE 112 SLL 152 TOILET 142 DRESSING 143 DRESSING 141 STORAGE 139 PIANO 140 STOR 145 TOILET 144 CORRIDOR 138 CORRIDOR 146 DATA 115 EMERG. ELEC. 114 STAGING 147 TOILET 123 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B CORRIDOR 130 20 252112117 6 Z X BB-C BB-B BB-A J 6" S 4" S 4" SUB-SOIL PIPE INV. EL.= 513.63' 4" SUB-SOIL PIPE INV. EL.= 513.63' 4" SUB-SOIL PIPE SLOPE 1/16" / FT. 4" SUB- SOIL PIPE 4" SUB-SOIL PIPE 3" S 6" S 4" S 6" S 6" S 3" S 4" SS UP 4" SS UP TO WC-2 & WCO CL 26 Y 22 23 24 19139 8 K M P 10 T R N L T7 T8 T3 8" ST 6" ST UP BB-1 - --- - --- - --- - --- - --- 4" SUB-SOIL PIPE INV. EL.= 509.18' INV. EL.=513.00' DCO 6" S 6" S 4" S 4" SUB-SOIL PIPE INV. EL.= 513.63' PROVIDE A 16" X16" TRENCH TO SET SUBSOIL PIPE. PROVIDE PERMIABLE FABRIC AROUND SUBSOIL PIPE TO PREVENT SOIL PENETRATION. SURROUND ALL SIDE OF PIPING WITH COARSE GRAVEL NO LARGER THAN 1" DIAMETER. PROVIDE 6" COMPACTED SAND BED BELOW THE GRAVEL. 4" SUB-SOIL PIPE INV. EL.= 509.50' 4" SUBSOIL PIPE - --- - --- - --- 4" S 6" S 6" S 4" S 4" SUB- SOIL PIPE 4" S 4" SUB-SOIL PIPE - --- 14 18 Q 1 1 T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:13:32 PMP02-00D PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT D 09/18/2018 17008.0000 09.18.2018 P02-00DPLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT D2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 UNDERFLOOR PLAN - SEGMENT D - MAIN LEVEL - PLUMBING N REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. GENERAL NOTES: 1. 2. HALL M.P. B.B. 1 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 DRESSING 156 SLL 153 DRESSING 154 SLL 152 TOILET 157 UTILITY 158B TOILET 155 CORRIDOR 146 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 STORAGE 158A STAGING 147 STORAGE 136A LIFT LOBBY 105A 34302928 32 X BB-C BB-B BB-A J 4" S 4" S 4" SS UP TO WCO 3" SS UP TO WCO 26 W Y 3127 K M P N T7 T8 T3 8" ST 8" ST UP 8" ST 8" ST UP BB-1 BB-2 - --- INV. EL.=513.00' INV.EL.= 514.60' DCO 6" S - --- - --- - --- 4" S 4" SUB-SOIL PIPE - --- Q 1 1 T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:13:50 PMP02-00E PLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT E 09/18/2018 17008.0000 09.18.2018 P02-00EPLUMBING UNDERFLOOR PLAN - MAIN LEVEL - SEGMENT E2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 UNDERFLOOR PLAN - SEGMENT E - MAIN LEVEL - PLUMBING N REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. GENERAL NOTES: 1. 2. HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 MULTI-PURPOSE 111 JAN 129 ALCOVE 112 LOBBY 110 ALCOVE 126 VEST 110B 7 6421 J F D C G B A MS-1 3" WCO 8 H 6" ST RISER 6" OD 12" AFF 6" DSN-1 8" OD 12" AFF 8" DSN-1 8" ST RISER 3/4" CW LINE UP 8" STO UP - --- 2" V. - --- - --- - --- - --- 3/4" CW DOWN1 1/4" HW DOWN 1" HW DOWN 3/4" NFWH 3/4" CW RISER - --- - --- - --- - --- 1-1/2" CND DOWN 1-1/4" CND UP 1-1/4" CND UP 1-1/4" CND UP 1 1 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT A - PLUMBING N 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:14:05 PMP02-01A PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT A 09/18/2018 17008.0000 09.18.2018 P02-01APLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT A2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 SLL 150 LIFT 105B STOR 104 SLL 151 TICKET 107 PREFUNCTION 102 CONCESSION 103 PREFUNCTION 101 LIFT LOBBY 105A 35342030292825213212117 6 J G CL 26 248 K H 8" DSN-1 8" OD 12" AFF 8" ST RISER BB-1 BB-2 8" STO UP - --- - --- - --- 3/4" CW RISER 3/4" NFWH - --- 14 18 1-1/4" CND UP - --- 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT B - PLUMBING N 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:14:19 PMP02-01B PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT B 09/18/2018 17008.0000 09.18.2018 P02-01BPLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT B2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. REVISIONS WRR 113 JAN 129 MRR 125 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 ALCOVE 112 ALCOVE 126 STOR 127 MECHANICAL 118 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 DATA 115 EMERG. ELEC. 114 TOILET 123 SLL 132 STORAGE 137A TECH. STAIR 137 CORRIDOR 130 7642 X UR-1 UR-1 UR-1 UR-1 UR-1 UR-2 WC-1 WC-1 WC-1 WC-1 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-2 WC-2 MS-1 L-1 L-1 S-1 4" WCO 4" WCO 4" WCO WCO 2 1/2" CW 4" WCO 4" WCO 3" S 4" S 4" S 4" S 4" S 4" S 3" S 1" HW 1" HWR 1 1/2" HW 2 1/2" CW 3" WCO RPZ BACKFLOW PREVENTER Z -PATTERN 3" DOMESTIC SERVICE DOWN. 3" WCO 2" CW CW LINE UP CW LINE UP CW LINE UP 4" S 3" V 4" S FD-1 FD-1 CAP 2-1/2" CW FOR FUTURE EXPANSION WC-2L-2 3" WCO 1" CW S-2 3/4" CW 1 1/4" HW 3/4" CW LINE UP 9 8 K M P T R N L T7 T8 T3 8" OD 12" AFF 8" DSN-1 8" ST RISER 6" ST RISER 6" OD W/ DSN-1 @12" AFF EWH-1 FIRE PUMP FIRE SPRINKLER RISER ASSY 1" & 3/4" HWR LINES UP 1-1/2" HW UP 2-1/2" CW UP 1-1/2" CW DN 1" CW 2" CW 2" CW 3/4" CW 1" CW 1 1/2" CW 1 1/2" CW 4" V 1 1/4" CW & 1 1/2" HW LINES UP 1 1/2" CW 2 1/2" CW 2" CW 2" CW 2" CW 2 1/2" CW 4" V 3" V 1 1/4" CW & 1 1/2" HW LINES UP 3/4" CW LINE UP 8" STO UP 6" STO UP - --- - --- 2" CW 2" CW - --- 1/2" CW 1 1/2" HW 1/2" CW 1" HW 2" V. 2" V 3" V 3" V 4" V UP TO VTR 2" V 3" V 2" V 4" V FS-1 - --- FS-1 FS-1 3" V RISER UP TO VTR 3" V 2" V 3" V 3" V RISER 3" V RISER 2" V 2" V 3/4" CW 1" CW 1 1/2" HW 2" V 2" V 2" V 2" V 2" V 1" HW 3/4" CW - --- - --- - --- - --- - --- - --- 1 1/2" HW - --- INV.EL.=527.90' INV.EL.=527.90' INV.EL.=528.26' INV.EL.=529.30' INV.EL.=528.41' INV.EL.=529.30' INV.EL.=528.41' INV.EL.=528.41' INV.EL.=529.89' - --- - --- WCO WCO SHOCK ARRESTOR PDI TYPE C SHOCK ARRESTOR PDI TYPE C SHOCK ARRESTOR PDI TYPE C SHOCK ARRESTOR PDI TYPE B SHOCK ARRESTOR PDI TYPE C SHOCK ARRESTOR PDI TYPE B 1" HW & 1" HWR DN 3/4" CW DOWN1 1/4" HW DOWN 1 1/2" HW DN 1" HW DOWN 1 1/4" HW DN INV.EL.=529.80' INV.EL.=529.80' 1" HW & 1" HWR DN 3" CW ROUTE 3" CW ABOVE DOOR ENTRY AS HIGH AS POSSIBLE IN MECH ROOM.- --- 3/4" NFWH NFWH SUMP PIT TMV-1 2" PUMPED DISCHARGE FS-1 UNDER ICE MACHINE 2" V 1/2" CW IN RECESSED ICE MAKER BOX WITH RPZ BACKFLOW PREVENTER 53 - --- - --- - --- - --- 1/2" CW SUMP PUMP CONTROL PANEL Q - --- T9 1-1/2" CND DOWN 1-1/4" CND UP 1-1/4" CND UP 1-1/4" CND UP 1 1/2" CND 1 1 1 RISE UP 3/4" CND 3/4" CND RISE UP 3/4" CND DOWN TO FS-1 3/4" CND THRU WALL 3/4" CND DOWN TO FS-1 3/4" CND 3/4" CND 1 1 1 1 1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT C - PLUMBING N 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:14:45 PMP02-01C PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT C 09/18/2018 17008.0000 09.18.2018 P02-01CPLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT C2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 P 1 P 3 P 2 P 4 P 5 P 6 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 OFFICE 106 OFFICE 108 WRR 113 TICKET 107 STAGE 135 APRON 134 SLL 133 ALCOVE 112 SLL 152 TOILET 142 DRESSING 143 DRESSING 141 STORAGE 139 PIANO 140 STOR 145 TOILET 144 CORRIDOR 138 CORRIDOR 146 DATA 115 EMERG. ELEC. 114 STAGING 147 TOILET 123 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B CORRIDOR 130 20 252112117 6 Z X BB-C BB-B BB-A J WC-2 WC-2L-2 L-2 CL 4" WCO 26 Y 22 23 24 19139 8 K M P 10 T R N L T7 T8 T3 8" ST RISER 6" ST RISER 6" STO 12" AFF 6" DSN-1 BB-1 1 1/2" CW & 1 1/4" HW, 3/4" HW, & 3" V. LINES UP. 1 1/2" CW 6" STO UP - --- 3" V UP TO VTR - --- - --- - --- - --- - --- - --- 1 1/4" HW - --- - --- - --- 1 1/2" HW DN 1 1/4" HW DN - --- PIPE INV. EL. =9'-8" AFF - --- - --- - --- - --- DCO - --- - --- 14 18 Q T9 RISE UP 3/4" CW 3/4" CW HUMIDIFIERDROP DOWN DROP 1 1/2" CND THRU WALL & CONNECT TO ROBINSON FITTING ON TAILPIECE. 1 1/2" CND 1" CND 1 1 1 1 1-1/4" CND UP - --- - --- RISE UP 3/4" CND RISE UP 3/4" CND DOWN TO FS-1 3/4" CND THRU WALL 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT D - PLUMBING N 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:15:08 PMP02-01D PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT D 09/18/2018 17008.0000 09.18.2018 P02-01DPLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT D2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 P 7 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 DRESSING 156 SLL 153 DRESSING 154 SLL 152 TOILET 157 UTILITY 158B TOILET 155 CORRIDOR 146 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 STORAGE 158A STAGING 147 STORAGE 136A LIFT LOBBY 105A 34302928 32 X BB-C BB-B BB-A J WC-2 WC-2 L-2 L-2 4" WCO 2" V 2" S 2" S 3" S EWC-1 26 W Y 3127 K M P N T7 T8 T3 33 8" DSN-1 8" OD 12" AFF 8" ST RISER 8" ST RISER 8" DSN-1 8" OD 12" AFF BB-1 BB-2 3/4" HW 1 1/2" CW 3/4" CW 3/4" HW 1/2" CW1 1/2" CW 1 1/2" CW & 3/4" HW LINES UP 3/4" CW LINE UP 8" STO UP - --- 3" V UP TO VTR - --- - --- 3/4" CW RISER 3/4" NFWH 3/4" NFWH 3/4" CW PROVIDE WASHER BOX EQUAL TO GUY GRAY - --- - --- - --- DCO - --- 8" OD RISER Q - --- T9 1 1/4" CND 1 1/4" CND LINE UP DROP 1 1/4" CND THRU WALL & CONNECT TO ROBINSON FITTING ON TAILPIECE.1 3/16" = 1'-0"1 FLOOR PLAN - MAIN LEVEL - SEGMENT E - PLUMBING N 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:15:30 PMP02-01E PLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT E 09/18/2018 17008.0000 09.18.2018 P02-01EPLUMBING FLOOR PLAN - MAIN LEVEL - SEGMENT E2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 P 8 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 EQUIPMENT PLATFORM 250 WALKWAY 200B 642 1 X J Y K M P T R N L T7 T8 T3 6" ST RISER 6" STO RISER 8" STO RISER 8" ST RISER 1 1/4" CW & 1 1/2" HW RISERS 2 1/2" CW RISER 2" CW RISER 2" CW RISER 1" HWR & 1 1/2" HW RISERS 1 1/4" CW & 1 1/2" HW RISERS 2 1/2" CW RISER 1" HWR RISER 1 1/2" HW RISER - --- - --- - --- - --- 3" V RISER 3" V RISER 4" V RISER - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- 53 - --- - --- - --- - --- Q - --- T9 AHU-1 AHU-4 AHU-2 AHU-3 1-1/4" CND DOWN THRU FLOOR 1-1/2" CND DOWN THRU FLOOR 1-1/4" CND DOWN THRU FLOOR 1-1/4" CND DOWN THRU FLOOR 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:15:54 PMP02-02C PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C 09/18/2018 17008.0000 09.18.2018 P02-02CPLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT C - PLUMBING N HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 CONTROL 202 WALKWAY 200A EQUIPMENT PLATFORM 251 STAGE 135 STOR 145 WALKWAY 200B TECH. STAIR 137 TECH. STAIR 136 TECH. STAIR 200C SLL 201 AMP 201B DIMMER 203B SLL 203 MECH CHASE 210C MECH CHASE 210D HALL 131 20 252112117 Z X BB-C BB-B BB-A J CL 26 Y 22 23 24 19139 8 K M P 10 T R N L T7 T8 T3 8" ST RISER 6" STO RISER, 45 DEG OFFSET BB-1 1 1/2" CW, 1-1/4" HW, 3/4" HW, & 3" V. RISERS. PROVIDE 45 DEG OFFSET FROM FLOOR PENETRATION TO WALL. - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- FIRE RISER - --- - --- - --- - --- 6" ST RISER, 45 DEG OFFSET - --- - --- 14 18 Q 1 T9 - --- - --- AHU-6 AHU-7 1 1/4" CND 1 1/4" CND1 1/2" CND 1" CND 3/4" CW HUM MS-5 3/4" CND 3/4" CND1 1/2" CND DN 3/4" CW DN 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:16:23 PMP02-02D PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D 09/18/2018 17008.0000 09.18.2018 P02-02DPLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT D - PLUMBING N HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 WALKWAY 200A CONTROL 205 AMP 206 EQUIPMENT PLATFORM 252 SLL 204 SHOP 160 LIFT 105B TECH. STAIR 200C 34302928 32 X BB-C BB-B BB-A J 26 W Y 3127 K M P N T7 T8 T3 33 8" STO RISER 8" ST RISER 8" ST RISER 8" STO RISER BB-1 BB-2 1 1/2" CW, 3/4" HW & HWR RISERS 3/4" CW RISER - --- - --- 3" V UP 3" V3" V DN - --- - --- - --- - --- - --- 3/4" CW RISER 3/4" CW DN 3/4" CW - --- Q - --- T9 AHU-5 1 1/4" CND 1 1/4" CND LINE DN 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:16:47 PMP02-02E PLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E 09/18/2018 17008.0000 09.18.2018 P02-02EPLUMBING FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - TECHNICAL LEVEL - SEGMENT E - PLUMBING N HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 7 642 1 J F D C G B A 6" ST 8 H 4" ST UP TO OD 4" ST UP TO RD 6" STO 8" STO 8" ST 4" STO UP TO OD 4" ST UP TO RD 6" STO UP TO OD 8" ST 8" STO 8" STO DN 8" ST DN 6" STO DN 6" ST DN - --- - --- - --- - --- - --- INV.EL.=544.99' INV.EL.=543.76' - --- - --- 3/4" CW RISER DN. 3/4" CW INV. EL.= 26'- 7" - --- 3/4" CW - --- 6" ST UP TO RD - --- 6" ST 1 - ---1 1 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:17:03 PMP02-03A PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT A 09/18/2018 17008.0000 09.18.2018 P02-03APLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT A2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - HALL CATWALK LEVEL - SEGMENT A - PLUMBING HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 FOLLOW SPOT 204 SLL 204 35342030292825213212117 6 J G CL 8" OD DN6" STO UP TO OD6" ST UP TO RD 26 248 K H 8" ST DN 6" STO UP TO OD 6" STO 6" ST 8" ST 8" STO 6" ST 6" STO BB-1 BB-2 - --- - --- INV.EL.=543.76' 3/4" CW DOWN TO NFWH 3/4" CW 3/4" CW INV. EL.= 26'- 7" - --- 3/4" CW - --- 6" ST UP TO RD 6" ST 8" ST 14 18 6" STO UP TO OD 6" STO UP TO RD 1 1 1 - --- 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:17:20 PMP02-03B PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT B 09/18/2018 17008.0000 09.18.2018 P02-03BPLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT B2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - HALL CATWALK LEVEL - SEGMENT B - PLUMBING HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 7642 1 X J 1 1/2" HW 2" CW 2" CW 2-1/2" CW DOWN 1 1/2" HW 2 1/2" CW 1 1/2" HW & 1 1/4" CW LINES DOWN 3/4" HWR 1 1/4" HW 2" CW 2" CW 2" CW DOWN 2" CW DOWN 6" ST 6" ST DN 1" HWR 1 1/2" HW 2 1/2" CW 1 Y 9 8 K M P T R N L T7 T8 T3 8" STO 8" ST 4" STO UP TO OD 4" ST UP TO RD 6" STO DN 6" STO 6" ST 6" STO UP 6" ST UP 8" ST 8" STO 8" STO DN 8" ST DN 1 1/2" HW & 1 1/4" CW LINES DOWN 1 1/2" HW 1 1/4" CW 1 1/2" HW 1 1/2" HW 1 1/4" CW 1 1/2" HW 1 1/2" HW 2 1/2" CW 1 1/2" HW 2 1/2" CW 1" HWR & 1" HW LINES DN 2 1/2" CW LINES DN 2" CW - --- - --- - --- 3" V DN 3" V UP/DN 3" V 4" V RISER - --- - --- - --- - --- - --- 1" HWR - --- - --- - --- INV.EL.=545.22' INV.EL.=545.22' INV.EL.=545.22' INV.EL.=546.12' INV.EL.=546.12' INV.EL.=546.12' INV.EL.=546.12' INV.EL.=546.12' INV.EL.=546.12' INV.EL.=545.22' INV.EL.=543.79' INV.EL.=543.76' INV.EL.=545.25' INV.EL.=545.22' INV.EL.=544.99' INV.EL.=543.76' - --- HW & HWR RISERS DN. 3/4" CW 3/4" CW 53 - --- - --- - --- 3/4" CW - --- 6" ST UP TO RD Q 6" ST 1 6" STO UP TO OD 1 1 - ---1 T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:17:37 PMP02-03C PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT C 09/18/2018 17008.0000 09.18.2018 P02-03CPLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT C2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 2 1/2" CW, 1 1/2" HW, & 1" HWR LINES DOWN TO MECHANICAL ROOM. ROUTE 1 1/2" CW, 1 1/2" HW, & 1" HWR LINES TO ELECTRIC WATER HEATER (EWH-1). KEY NOTES: 1 3/16" = 1'-0"1 FLOOR PLAN - HALL CATWALK LEVEL - SEGMENT C - PLUMBING N HALL M.P. B.B. 3900 SF REVISIONS 1 09.18.2018 CHANGE ORDER 01 FOLLOW SPOT 204 SLL 204 CATWALK #4 CATWALK #3 CATWALK #2 CATWALK #1 CONNECTOR CONNECTOR TECH. STAIR 137 TECH. STAIR 136 TECH. STAIR 200C CATWALK #5 20 252112117 Z X BB-C BB-B BB-A J 1 1/4" HW 3/4" HWR 1" HW 2" CW 1 1/2" CW 3/4" HW 3/4" HWR 2" CW3/4" HWR 1 1/4" HW 1 1/2" CW 3/4" HWR 1 1/2" CW CL 6" ST UP TO RD 6" STO UP TO OD 3/4" HW & 1 1/2" CW LINES DN 26 W Y 22 23 24 19139 8 K M P 10 T R N L T7 T8 T3 8" ST DN 6" STO UP TO OD 6" STO 6" ST 8" ST 8" STO BB-1 - --- 3" V RISER - --- - --- - --- - --- - --- 1 1/4" HW LINE DN 3/4" HW - --- - --- INV.EL.=545.22' - --- - --- - --- - --- - --- - --- 6" ST UP TO RD 6" STO 6" ST 6" ST 8" ST - --- 14 18 Q 6" STO UP TO OD 1 1 1 6" STO UP TO RD 1 1 T9 - --- - --- 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:18:10 PMP02-03D PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT D 09/18/2018 17008.0000 09.18.2018 P02-03DPLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT D2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - HALL CATWALK LEVEL - SEGMENT D - PLUMBING N HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 B.B. CATWALK SLL 204 TECH. STAIR 200C 34302928 32 X BB-C BB-B BB-A J 3/4" HW 3/4" HW 3/4" HWR 1 1/2" CW 3/4" HWR 3/4" HW 1 1/2" CW 8" OD DN 1 1/2" CW & 3/4" HW LINES DN 6" STO UP TO OD6" ST UP TO RD 26 W Y 3127 K M P N T7 T8 T3 33 8" ST DN 6" STO UP TO OD 6" STO 6" ST 1 1/2" CW 8" STO 8" ST 6" ST DN 6" STO DN 6" ST UP TO RD 6" STO UP TO OD 8" STO 6" ST 6" STO BB-1 BB-2 - --- - --- 3" V RISER - --- 3/4" CW DOWN TO NFWH 3/4" CW 3/4" CW - --- - --- - --- 6" ST 8" ST - --- Q 1 1 - --- 6" STO UP TO RD 1 1 T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:18:46 PMP02-03E PLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT E 09/18/2018 17008.0000 09.18.2018 P02-03EPLUMBING FLOOR PLAN - CATWALK LEVEL - SEGMENT E2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 3/16" = 1'-0"1 FLOOR PLAN - HALL CATWALK LEVEL - SEGMENT E - PLUMBING N HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 F.E.C.F.E.C.F.E.C. UP UP 5230 SF ROOF A-2 688 SF ROOF A-1 2915 SF ROOF B-2 2593 SF ROOF B-1 2596 SF ROOF A-7 10' - 4 1/2" 30' - 11" T.O. PARAPET, TYP. 32' - 11" T.O. PARAPET, MULTIPURPOSE 1 1/2" / 12"5941 SF ROOF C T.O. ROOF 37' - 6" 362 SF ROOF A-7 1993 SF ROOF A-6 2532 SF ROOF C 672 SF ROOF B-4 941 SF ROOF B-3 1518 SF ROOF A-3 1600 SF ROOF A-4 1359 SF ROOF A-5 928 SF ROOF A-1 1 5/8" / 12"T.O. ROOF 48' - 3" T.O. ROOF 43' - 9 3/4" 30' - 11" T.O. PARAPET, TYP. 31' - 7" T.O. PARAPET, BRICK CURTAIN 35342030292825213212117 6421 Z X BB-C BB-B BB-A J F D C G B A CL 4" RD-1 4" OD-1 6" OD-1 4" RD-1 4" OD-1 6" RD-1 6" OD-1 6" RD-1 6" OD-1 6" RD-1 6" OD-1 6" RD-1 6" RD-16" OD-1 6" RD-1 6" OD-1 26 W Y 31272223 24 19139 8 K M P 10 T R N L H T7 T8 T3 BB-1 BB-2 3" VTR 3" VTR 3" VTR 4" VTR - --- - --- - --- - --- - --- - --- - --- 53 - --- - --- - --- - --- - --- - --- - --- - --- 14 18 Q 1 - --- 1 1 1 1 1 - --- T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:19:16 PMP02-04 PLUMBING ROOF PLAN 09/18/2018 17008.0000 09.18.2018 P02-04PLUMBING ROOF PLAN2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 ROOF PLAN - OVERALL - PLUMBING N HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:19:42 PMP06-01 PLUMBING SCHEDULES 09/18/2018 17008.0000 09.18.2018 P06-01PLUMBING SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 PLUMBING FIXTURE SCHEDULE WT FIXTURE TYPE MANUFACTURER & MODEL NUMBER DISCRIPTION WC-1 WATER CLOSET AMERICAN STANDARD AFWALL 3351.511 WALL MTD. VITREOUS CHINA ELONGATED FLUSHOMETER WATER CLOSET. AFWALL MILLENIUM FLOWISE 1.1 GPF TOP SPUD WITH EVERCLEAN SELECTRONIC 6065.111 BATTERY OPERATED FLUSH VALVE. * PROVIDE J.R. SMITH CLOSET CARRIER WC-2 WATER CLOSET (ADA) AMERICAN STANDARD AFWALL 3351.511 WALL MTD. VITREOUS CHINA ELONGATED FLUSHOMETER WATER CLOSET. AFWALL MILLENIUM FLOWISE 1.1 GPF TOP SPUD WITH EVERCLEAN SELECTRONIC 6065.111 BATTERY OPERATED FLUSH VALVE. * PROVIDE J.R. SMITH CLOSET CARRIER UR-1 URINAL AMERICAN STANDARD WASHBROOK 6590.001 WALL MTD., VITREOUS CHINA WITH 3/4" TOP SPUD * WASHBROOK FLOWISE UNIVERSAL URINAL. * AMERICAN STANDARD SELECTRONIC 6063.013.002 BATTERY OPERATED 0.125 GPF FLUSH VALVE. * PROVIDE J.R. SMITH URINAL CARRIER UR-2 URINAL (ADA) AMERICAN STANDARD WASHBROOK 6590.001 WALL MTD., VITREOUS CHINA WITH 3/4" TOP SPUD * WASHBROOK FLOWISE UNIVERSAL URINAL. * AMERICAN STANDARD SELECTRONIC 6063.013.002 BATTERY OPERATED 0.125 GPF FLUSH VALVE. * PROVIDE J.R. SMITH URINAL CARRIER L-1 RECTANGULAR SLAB LAVATORY COUNTER MOUNTED FAUCET SLOAN DSWD-85000 SLOAN EAF 275 SOLID SURFACE COUNTERTOP WITH DROP ANGLE BASIN, 5 STATION, WALL HANGER KIT, DECK MOUNTED SINGLE HOLE BATTERY POWERED FAUCET 0.35 GPM, SOLAR ENERGY HARVESTING. PROVIIDE McGUIRE #8902 P-TRAP, McGUIRE #170LK SUPPLIES WITH LOOSE KEY STOPS, AND STAINLESS STEEL BRAID SUPPLY LINES.PROVIDES WATTS LFMMV THERMOSTATIC MIXING VALVE. L-2 WALL MOUNTED LAVATORY AMERICAN STANDARD LUCERNE 0356.421 AMERICAN STANDARD INNSBROOK SELECTRONIC 605B.204 WALLED MTD. VITREOUS CHINA LAVATORY, CONCEALED ARM, DECK MOUNTED SINGLE HOLE ELECTRONIC SENSOR OPERATED FAUCET 0.35 GPM.PROVIDE J.R. SMITH LAVATORY CARRIER S-1 SELF-RIMMING SINK ELKAY ELUHAD211555 KOHLER PURIST K-7507-CP ELKAY "LUSTERSTONE" UNDERMOUNT 23.5"x18.25"x5.5" DEEP SINGLE COMPARTMENT 18 GA. STAINLESS STEEL SINK, SINGLE HOLE CENTER, CHROME PLATED SINGLE LEVER HANDLE FAUCET 1.5 GPM, W/BASKET STRAINER, 17 GA. OFF-SET P-TRAP. PROVIDE LAMINAR FLOW. * MCGUIRE #H170LK SUPPLIES W/LOOSE KEY STOPS * TRUEBRO #102 INSULATION KIT * ENSURE ADEQUATE CLEARANCE FOR SERVICE ACCESS S-2 SELF-RIMMING SINK ELKAY ELUHAD311855PD KOHLER PURIST K-7509-CP ELKAY "LUSTERSTONE"UNDERMOUNT 30.75"X18.50"x5.375" DEEP DOUBLE COMPARTMENT 18 GA. STAINLESS STEEL SINK, SINGLE HOLE CENTER, CHROME PLATED SINGLE LEVER HANDLE FAUCET 1.5 GPM, W/BASKET STRAINER, 17 GA. OFF-SET P-TRAP. PROVIDE LAMINAR FLOW. * MCGUIRE #H170LK SUPPLIES W/LOOSE KEY STOPS * TRUEBRO #102 INSULATION KIT * ENSURE ADEQUATE CLEARANCE FOR SERVICE ACCESS MS-1 MOP BASIN FIAT TSBC-1610 TERRAZZO 24"x24"x12" BASIN * T&S BRASS #B-0655-BSTP FAUCET * FIAT # 889-CC MOP BRACKET * FIAT #832-AA HOSE BRACKET, FIAT #E-77-AA VINYL BUMPER GUARD, AND #889-CC MOP HANGER. FD-1 FLOOR DRAIN (RESTROOMS) J. R. SMITH FIG. 2005-B6 SERIES C.I. FLOOR DRAIN WITH 6" DIAMETER SQUARE NICKEL BRONZE STRAINER, SPEEDI-SET OUTLET CONNECTION AND TRAP PRIMER CONNECTION. FS-1 FLOOR SINK J.R. SMITH 3101 -12 C.I. ENAMEL COATED FLOOR SINK WITH SQUARE 8"x8"x6"TYPE 304 STAINLESS STEEL 1/2 GRATE, PROSET TRAP GUARD, NO HUB OUTLET, SEDIMENT BUCKET RD-1 ROOF DRAIN (PRIMARY) JOSAM # 21500-AE-1C-3-22-VP COATED CAST IRON LEVELEZE ROOF DRAIN, INTERNAL WATERGUARD FOR 2" WATER DEPTH, LARGE CAST IRON LOCKING DOME, NON-PUNCTURING CLAP RINK WITH INTEGRAL GRAVEL STOP, SUPPORT RING, ADJUSTABLE TOP WITH WIDE ROOF FLANGE, LARGE SUMP WITH ANCHOR FLANGE AND BOTTOM OUTLET, DECK CLAMP ASSEMBLY, DRAIN RECEIVER W/ CLIPS AND VANDAL PROOF DOME. OD-1 ROOF DRAIN (OVERFLOW) JOSAM # 21500-AE-1C-3-16-22-VP COATED CAST IRON LEVELEZE ROOF DRAIN, INTERNAL WATERGUARD FOR 2" WATER DEPTH, LARGE CAST IRON LOCKING DOME, NON-PUNCTURING CLAP RINK WITH INTEGRAL GRAVEL STOP, SUPPORT RING, ADJUSTABLE TOP WITH WIDE ROOF FLANGE, LARGE SUMP WITH ANCHOR FLANGE AND BOTTOM OUTLET, DECK CLAMP ASSEMBLY, DRAIN RECEIVER W/ CLIPS AND VANDAL PROOF DOME. WCO WALL CLEANOUT JOSAM # 58600-PLG-COT-VP BRONZE NPT WALL CLEANOUT, ROUND FRAME AND COVER WITH SECURING SCREWS. EWC-1 ELECTRIC WATER COOLER ELKAY ERPBM28K & ERPBM8K PROVIDE THREE STATION BI-LEVEL DRINKING FOUNTAIN CONFIGURATION, STAINLESS STEEL WITH CHILLER #ER101Y, 10GPH @ 50 DEG. F.. ELECTRICAL REQUIREMENTS 120V/60Hz 1/5 HP 1 PH. MOUNT CHILLER IN WALL PARTITION BELOW DRINKING FOUNTAINS. WCB WASHING MACHINE SUPPLY AND DRAIN BOX GUY GRAY T200 WASHER CONNECTION BOX, FULLY RECESSED, 20 GA. POWER COATED WHITE STEEL BOX AND COVER WITH 3/4" HOSE BIBBS AND 2" DRAIN OUTLET. INSTALL AT 36" A.F.F. IMC ICE MAKER SUPPLY BOX GUY GRAY #BIM875 ICE MAKER CONNECTION BOX, FULLY RECESSED, 18 GAUGE STEEL BOX AND COVER, SUPPLY BOX WITH 1/2" CONNECTION AND 1/4" OUTLET. PAINT TO MATCH WALL FINISH. COORDINATE COLOR WITH ARCHITECT. NFWH-1 NON-FREEZE WALL HYDRANT WOODFORD B68 NON-FREEZE WALL HYDRANT - CAST BRONZE BOX TYPE NON-FREEZE WALL HYDRANT WITH STAINLESS STEEL HINGED LATCHING COVER, 3/4" H.P.T. OUTLET, INTEGRAL VACUUM BREAKER BACKFLOW, PRESSURE RELIEF VALVE, BRONZE CASING, BRONZE OPERATING PARTS CONVERTIBLE INTO SERVICE TOOL, 3/4" FEMALE AND 1" MALE N.P.T. INLET CONNECTION. FURNISH COMPLETE WITH KEY LOCK AND "WATER" CAST ON COVER. ELECTRIC WATER HEATER SCHEDULE MARK LOCATION STORAGE CAPACITY GALLONS STORAGE WATER TEMP RISE °F EQUIPMENT DIMENSIONS (INCHES) RECOVERY GPH ELECTRICAL MANUFACTURER / MODEL NUMBER REMARKSVOLTAGE PHASE HERTZ KW EWH-1 MECHANICAL ROOM 175 100 32 1/4" X 69 1/2" 221 480 3 60 54 RHEEM E175A-54-G SET WATER TEMP TO 140 F CIRCULATION PUMP SCHEDULE MARK LOCATION SERVES TYPE GPM (EACH) TDH (EACH) HP (EACH)RPM ELECTRICAL MANUFACTURER / MODEL NUMBER REMARKSVOLTAGE PHASE HERTZ CP-1 MECHANICAL ROOM DOMESTIC HOT WATER IN-LINE 10 54 3/4 3450 120 1 60 TACO 1919 BRONZE CASING, STAINLESS STEEL IMPELLER EXPANSION TANK SCHEDULE MARK LOCATION TANK CAPACITY GALLONS STORAGE WATER TEMP RISE °F RESIDUAL PRESSURE PRE-CHARGE PRESSURE (PSI) MANUFACTURER / MODEL NUMBER REMARKS ET-1 MECHANICAL ROOM DOMESTIC WATER 120 65 60 WATTS DETA 30 VERIFY THE DOMESTIC WATER RESIDUAL PRESSURE BEFORE CHARGING TANK. SUMP PUMP SCHEDULE MARK LOCATION SERVES TYPE GPM TDH (FT) HP (EACH) ELECTRICAL MANUFACTURER / MODEL NUMBER REMARKSVOLTAGE PHASE HERTZ SP-1 MAIN BUILDING SUBMERSIBLE 50 18 1/2 120 1 60 LITTLE GIANT OS3-10ENH-1 REFER TO SUMP PUMP DETAIL FOR REMAINING ITEMS 1 REVISIONS 1 09.18.2018 CHANGE ORDER 01 6" S 2" S 4" S 6" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 3" S 4" S 4" S 4" S 4" S 4" S 4" S 4" S 3" S 3" S 3" S 3" S WCO WCO WCO WCO WCO WCO 4" S WCO WC-2 L-2 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 L-1 FD-1 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 MS-1 UR-2 UR-1 UR-1 UR-1 UR-1 UR-1 L-1 6" S 3" S 2" S S-1 S-2 FD-1 WCO FS-1 FS-1 FS-1 3" V 3" V 3" V3" V 2" V 4" S 4" S 4" S 4" S 2" V 3" V 3" V 4" V 4" V 3" V 4" V 3" V 4" V 4" V 2" V 3" V 2" V 2" V 2" V 2" V 2" V 2" V 3" V 3" V 2" V 3" V 3" UP TO 3" VTR 4" VTR 4" S 4" S 3" S 3" S 2" V 2" V 2" V 2" V 2" V 2" V 2" V WCO 4" S WCO WCO 4" S 4" S 4" S 4" S WCO WCO 4" S 4" S4" S 3" S 4" SFS-1 2" V WCO 3" UP 6" S 6" S 2" V 1" HWR1 1/2" HW 1 1/2" HW 2 1/2" CW 1 1/2" HW 2 1/2" CW 1 1/4" CW 2 1/2" CW 2" CW 2 1/2" CW 2 1/2" CW 2" CW 2" CW 3/4" CW 1 1/4" HW 1 1/2" HW 1" HWR 1" HW 3/4" CW 1 1/2" HW 1 1/2" HW 2" CW 2" CW 2 1/2" CW 1 1/4" CW 2 1/2" CW EWH-1 BACKFLOW PREVENTER SHUT-OFF VALVE CAPPED FOR FUTURE EXPANSION MS-1 L-1 L-1 1 1/2" HW 1 1/2" HW 1 1/4" CW 1 1/2" HW 1 1/2" HW 1 1/2" HW 1 1/2" HW TMV-1 THERMOSTATIC MIXING VALVE LEONARD MEGATRON XL-82-LF S-1 S-2 L-2 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 UR-1 UR-1 UR-1 UR-1 UR-1 UR-2 1 1/4" CW 1 1/2" HW 1 1/2" HW 3/4" HWR 2" CW 1 1/4" HW 2 1/2" CW 2" CW 2" CW 2" CW 2" CW 2" CW 2" CW 2" CW 1" CW 2 1/2" CW 2 1/2" CW 2" CW 2" CW 2" CW 2" CW 3/4" CW 1" CW 1 1/2" CW 1 1/2" CW 1" CW 1 1/2" CW SEE CIVIL PLANS FOR PIPING CONTINUATION 1" HW 1" HW 1/2" CW 1/2" CW 1 1/2" HW 1" CW 1" HW 3/4" CW 3/4" CW 3/4" CW 3/4" CW 1" HW 1" HWR 3/4" HWR 3/4" HWR 1" HWR 1 1/4" HW 1 1/2" HW 1 1/4" HW 1 1/4" HW 1" HW BALANCING VALVE AND CHECK VALVE ON HWR LINES, REFER TO DETAIL 3/P07-01 SHOCK ARRESTOR PDI TYPE C SHOCK ARRESTOR PDI TYPE C SHOCK ARRESTOR PDI TYPE C SHOCK ARRESTOR PDI TYPE B SHOCK ARRESTOR PDI TYPE B SHOCK ARRESTOR PDI TYPE C 1" HW 1 1/4" HW 1 1/2" HW 1" HWR 1" HW 1" HWR NFWH-1 NFWH-1 3/4" CW 1 1/2" HW 1 1/4" HW 1 1/4" CW 3" CW 3" CW 1/2" CW TO ICE MACHINE 1 1/4" HW 2" CW 3/4" HWR 3/4" CW 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:20:08 PMP07-01 PLUMBING RISER DIAGRAMS 09/18/2018 17008.0000 09.18.2018 P07-01PLUMBING RISER DIAGRAMS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/20181SANITARY WASTE & VENT RISER DIAGRAM - WEST 2 PRESSURE PIPING RISER DIAGRAM - WEST P 1 P 2 P 3 P 4P 5 P 6 P 1 P 2 P 3 P 4 P 5 P 6 REVISIONS 4" S 3" S 2" V 3" V 4" S 2" S 4" S 4" S 4" S EWC-1 EWC-1 EWC-1 L-2 L-2 WC-2 WC-2 WCO L-2 WC-2 WCO L-2 WC-2 3" V 3" V 3" V 3" VTR 3" VTR 6" S 6" S 6" S 6" S 6" DCO 4" S 4" S 2" S. TO WASHER BOX 2" V 3" S 2" S 4" S 6" S WCO L-2 L-2 WC-2 WC-2 EWC-1 EWC-1 EWC-1 L-2 L-2 WC-2 WC-2 3/4" HW 1/2" CW 1 1/2" CW 3/4" HW 3/4" CW 1 1/2" CW 3/4" HWR 3/4" HW 3/4" HWR 1 1/2" CW 3/4" HW 1 1/2" CW 3/4" HWR 3/4" HW 3/4" HW 1 1/2" CW 3/4" HW 1 1/2" CW 1 1/4" CW 1/2" HW 3/4" HWR 1 1/4" HW 2" CW 3/4" HWR 3/4" HW 1 1/2" CW 1 1/2" CW 3/4" HW 1 1/2" CW 1 1/4" HW 1 1/4" HW 1 1/4" HW 1 1/4" HW 3/4" HWR 3/4" HW OFFSET 3/4" CW 3/4" CW 3/4" CW NFWH-1 3/4" CW NFWH-1 3/4" CW 3/4" CW 3/4" CW 3/4" CW 1/2" H& CW TO WASHER BOX 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:20:32 PMP07-02 PLUMBING RISER DIAGRAMS 09/18/2018 17008.0000 09.18.2018 P07-02PLUMBING RISER DIAGRAMS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1 SANITARY WASTE & VENT RISER DIAGRAM - EAST 2 PRESSURE PIPING RISER DIAGRAM - EAST P 7 P 7 P 8 P 8 REVISIONS HEIGHT WITH ARCHITECTURAL) DIAPHRAM(VERIFY GRAB BAR GRAB BAR FOR MAINTENANCE OF SPACE BETWEEN TOP OF VALVE AND FLUSH VALVE(ROUGH-IN TO ALLOW 19" AFF(SLOAN F-72-A1) TRAP PRIMER WATER CLOSET SEATDETAIL IS FOR TRAP PRIMER AND FLUSH VALVE INSTALLATION INFORMATION, SEE PLANS AND SCHEDULE FOR STYLE OF WATER CLOSET. THE HANDLE OF THE FLUSH VALVE SHALL FACE THE WIDE SIDE OF THE STALL(NO EXCEPTIONS!). CARRIER SAN LINE DRAINLINE SLOPED TO FLOOR DRAIN WATER CLOSET CONCRETE ANCHOR SOLID RING PIPE SUPPORT WATER SUPPLY VENT LINE FINISHED WALL GRAB BAR (BY OTHERS) TEST TEE THREADED CLEANOUT PLUG ACCESS COVER AND FRAME FINISHED WALL SURFACE COMBINATION WYE & 1/8TH BEND 18"x18"x4" THICK CONCRETE COLLAR IN AREAS W/NO SLAB SCORIATED CLEANOUT COVER (ZURN - Z-1406) CLEANOUT PLUG 1"1-1/4"1-1/2" 1" 1-1/2" (120°F)1-1/2" (140°F)1-1/2"1-1/4"1" NOTE: THIS DETAIL SHOWS RELATED WATER HEATER SYSTEM APPERTUNANCES AND PIPING ARRANGEMENT NOT SHOWN ON THE FLOOR PLANS. REFER TO PLUMBING FLOOR PLANS FOR LOCATION OF THE EQUIPMENT WITHIN THE MECHANICAL ROOM. REFER TO EQUIPMENT SCHEDULES FOR SELECTIONS AND SIZES. VACUUM RELIEF VALVE WATTS DETA 30 EXPANSION TANK FINISH FLOOR PRE-ASSEMBLED AND TESTED RECIRCULATION STATION (TMV-1). PROVIDE A LEONARD MEGATRON XL-82-LF. THERMOSTATIC MIXING VALVE RECIRCULATION PUMP (CP-1) TEMPERATURE GAUGE AQUASTAT FLOOR DRAIN 1-1/2" 4" CONCRETE EQUIPMENT PAD1-1/2"ELECTRIC WATER HEATER CHECK VALVE- TYP. UNION- TYP. GAUGE- TYP. CALIBRATED BALANCING VALVE SET EACH VALVE 5 GPM FLOW. PROVIDE B&G CIRCUIT SETTER. 3/4" THIN SETMUD SET ALL FLOOR DRAINS & FLOOR SINKS TO BE BI-LEVEL FLOOR/TILE REQUIREMENTS: PLUMBING REQUIREMENTS: EXISTING SLAB 1-1/2"+/- DOUBLE CORE 2X BLOCKING OR PLYWOOD FIRE TREATED AS NEEDED CAULK OR INSULATE TO HOLD HYDRAULIC CEMENT (FLOWABLE) (NOTE: A LOOSE FLOWABLE MIX IS REQUIRED) PLYWOOD BLOCKING OR 2X STOCK -FIRE TREATED AS NEEDED 4 BAND CLAMPS FOR ALL WET PIPES (2 BAND CLAMPS NOT ALLOWED) LIQUID OR MEMBRANE WATERPROOFING MUD 1" THICK MIN. TILE ON MUD CEMENTICIOUS FLASHING (MASCO) OPEN WEEP HOLES FLOOR DRAIN / FLOOR SINK (TYP) COMPRESSION FLANGE PEASTONE TO KEEP WEEP HOLES CLEAR (1 INCH BERM) HYDRAULIC CEMENT TO SECURE DRAIN BODY FULLY GROUTED VOIDS (EXPANSION TYPE TO IMMOBILIZE FIXTURE) SMOOTH LIP EDGES EPOXY GROUT THINSET LAYER -WATERPROOFING INTO LOWER DRAIN SKIRT -PEA-STONE @ WEEPS FOR DRAINAGE (1" BERM) -CEMENTICIOUS FLASHING @ DRAIN EDGING (MASCO) -POSITIVE PITCH TO ALL AREA DRAINS. NO PUDDLING ***FULL WATER TEST AT ALL AREAS *** -4 BAND CLAMPS (ALL WET PIPES) -DOUBLE-CORE & GROUTED SOLID (ENTIRE SLAB) -BI-LEVEL DRAINS & FLOOR SINKS W/ WEEP HOLES -* INCLUDES THOUGH DRAINS. SEE DETAIL __, M___ -* ROUND FLOOR SINKS (NOT SQUARE) -* CAULK OR INSULATE @ LOWER FORM BLOCKING TYPICAL ALL-THREAD CONTINUOUS, ONE PIECE HANGER ROD. COUPLING OF RODS IS NOT PERMITTED TYPICAL DOUBLE NUT WITH SINGLE WASHER. TYPICAL BOTH SIDES OF STRUT TYPICAL 12 GAUGE CHANNEL STRUT WITH SLOTS TYPICAL GALVANIZED SHEET METAL SADDLE. REFER TO SPECIFICATIONS TYPICAL PIPING INSULATION. DO NOT CRUSH TYPICAL STRUT MOUNTED PIPE STRAP NOTE LENGTH AS REQUIRED BY NUMBER OF PIPES AND SIZES REQUIRED NOTE: 1. REFER TO SPECIFICATIONS AND FLOOR PLANS FOR 2. SPECIFIED HANGER ROD, STRUT, NUTS, WASHER, AND PIPE STRAPS SHALL BE OF GALVANIZED PLATED MATERIALS 2" -10" GATE VALVE DIRECTION OF FLOW RELIEF VALVE 2 1/2" DOMESTIC WATER SERVICE AIR GAP WITH DRAIN SIMILAR TO WATTS NO. 909AG-K. 30" REDUCED PRESSURE BACKFLOW PREVENTOR SIMILAR TO WATTS SERIES 909 WITH STRAINER AND OSY GATE VALVE SHUTOFFS. OS&Y GATE VALVE SHUTOFF FOR BUILDING FLOOR DRAIN 2 1/2" CW SECTION PLAN HIGH WATER ALARM INV.EL = 508.72' PUMP ON INV.EL = 507.72' INSPECTION COVER FLOOR COVER DISCHARGE SWITCH PLATE BASIN COVER FIBERGLASS BASIN GATE VALVE CHECK VALVE TO CONTROL PANEL FINISH FLOOR PUMP CONTROL PANEL 4" SUBSOIL PIPE INV.EL = 508.97' CONCRETE BASE SUBMERSIBLE SUMP PUMP PUMP DISCHARGE PUMP OFF INV.EL = 504.72' SUMP PIT BASE INV.EL = 504.22' FINISH FLOOR ELEVATION =518.30' 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:20:51 PMP08-01 PLUMBING DETAILS 09/18/2018 17008.0000 09.18.2018 P08-01PLUMBING DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale WATER CLOSET-TRAP PRIMER HANDICAPPED 1No Scale WALL CLEANOUT 2 No Scale EXTERIOR CLEANOUT 4 No Scale GROUND FLOOR ELECTRIC WATER HEATER 3 No Scale FLOOR DRAIN/ FLOOR SINK 6 No Scale TRAPEZE HANGER 7 No Scale BACKFLOW PREVENTER 5 No Scale 8SUMP PUMP REVISIONS MECHANICAL RESTRAINT JOINT DETAIL "BB" EARTH MECHANICAL RESTRAINT JOINT CONCRETE THRUST BLOCK B B NOTE: THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED EARTH. WHERE TRENCH WALLS HAVE BEEN DISTURBED EXCAVATE ALL LOOSE EARTH AND EXTEND THRUST BLOCK TO UNDISTURBED EARTH. PROVIDE EITHER A THRUST BLOCK OR RETAINER GLAND AT EACH TRANSITION. TABLE A-2 THRUST AT FITTINGS OF 225 PSI WATER PRESSURE AREAS IN TABLE HAVE BEEN DERIVED USING A WATER PRESSURE OF 225 POUNDS PER SQUARE INCH(15.5 BARS) AND A SOIL RESISTANCE OF 2000 POUNDS PER SQUARE FOOT(1.0 BARS). 2 TABLE A-1 AREA OF BEARING FACE OF CONCRETE THRUST BLOCKS PIPE SIZE IN. 1/4 BEND SQ. FT.M 1/8 BEND SQ. FT. TEES, PLUGS, CAPS, AND HYDRANTS SQ. FT. 2 M2 M2 4 0.19 2 20.19 0.19 56 0.46 3 40.28 0.37 88 0.74 5 60.46 0.56 1310 1.21 7 90.65 0.84 1812 1.67 10 130.93 1.21 2514 2.32 14 181.30 1.67 3216 2.97 18 231.67 2.14 NOM. PIPE DIA. IN. DEAD END 90 DEGREE BEND 45 DEGREE BEND 22 1/4 DEGREE BEND 11 1/4 DEGREE BEND 4072.504 5757.75 3116.25 798.751588.50 8412.75 6 11898.00 6439.50 1649.253282.75 14474.25 8 20468.25 11076.75 2837.255647.50 21773.25 10 30791.25 16663.50 4268.258496.00 30791.25 12 43544.25 23566.50 6036.7512015.00 41366.25 14 58502.25 31662.00 8109.0016141.50 53502.7516 75663.00 40947.75 10487.2520875.50 8" GROOVED TEE. 8" GROOVED 90 DEGREE ELL. 8" VICTAULIC "VIC-FLANGE" ADAPTER. 8" 0, S & Y VALVE W/ TAMPER SWITCH.. 8" GRV. V GRV. SPOOL PIECE. GRV. ECCENTRIC REDUCER. VICTALIC "VIC-FLANGE" ADAPTER. VICTALIC "VIC-FLANGE" ADAPTER. VICTAULIC CONCENTRIC REDUCER. GRV. MAINTENANCE CHECK VALVE. VICTAULIC #705-W GRV. BUTTERFLY VALVE W/ TAMPER SWITCH. FLOW METER. PIPE STANDS. 2" O, S, & Y VALVE W/ TAMPER SWITCH. 2" GRV. MAINTENANCE CHECK VALVE. ZONE O, S, & Y VALVE W/ TAMPER SWITCH. PRESSURE GAUGES. WET SPRINKLER ALARM VALVE & TRIM. 1" DRAIN LINE. TEST DRAIN W/ SIGHT GLASS, AND DRAIN VALVE. RETARD CHAMBER. SHUT OFF VALVE. WATER FLOW SWITCH. TO ZONE SPRINKLER SYSTEM. WATER SUPPLY TO SPRINKER ZONE. PIPE STAND ANCHORED TO CONCRETE PAD. BLIND FLANGE. FLEXIBLE JOINT. FINISHED GRADE. 2" DRAIN OUTLET W/ 45 DEGREE ELL. CONCRETE THRUST BLOCK 42"x42"x36". TWO 3/4" STEEL RODS BENT AROUND FITTING & ANCHORED IN THRUST BLOCK (TAR COAT ALL EXSPOSED STEEL). 1" DRAIN LINE. RESTRAINT RODS. THREADED TEE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 2 2 11 2 1111 11 12 11 10 21 22 20 33 35 24 23 18 17 16 25 26 34 13 56 8 9 10 51 34 2 30 29 31 32 28 19 15 7 14 VERTICAL FIRE PUMP 2" FROM FIRE WATER MAIN 6" 6" JOCKEY PUMP BY-PASS LINE 6" FIRE LINE FIRE DEPT CONNECTION NOTES: ALL UNDERGROUND BOLTS & NUTS SHALL BE STAINLESS STEEL. NOTE: FIRE PUMP, JOCKEY PUMP, VALVES, CONTROLLER, STARTER, AND AUTO TRANSFER SWITCH SHALL ASSEMBLED ON ONE SKID TO PROVIDE SINGLE POINT UTILITY CONNECTIONS FOR PLUMBING AND FIRE PROTECTION DISCIPLINES. FIRE PROTECTION GENERAL NOTES FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, 14, 20, 24 AND ALL APPLICABLE STATE CODES. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION WITH OTHER TRADES. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE LISTING OF THE SPRINKLER. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS REQUIRED. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY-ON FIRE PROOFING THAT MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE PROOFING. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY-DESIGNED SYSTEM. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0" ABOVE THE FLOOR. IF SYSTEM PRESSURE EXCEEDS 100 PSI, ALL HANGERS ON END HEADS IN PENDANT POSITION SHALL BE WITHIN 12" OF END OF LINE IN ACCORDANCE WITH NFPA 13. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. SPRINKLERS IN ELEVATOR SHAFTS AND EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200° F SPRINKLERS PER NFPA 13. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. THE FIRE PROTECTION SYSTEMS AND INFORMATION SHOWN WITHIN THESE DRAWINGS AND THE SPECIFICATIONS, REPRESENT THE DESIGN INTENT OF THE ENGINEER OF RECORD. THESE DRAWINGS AND SPECIFICATIONS ARE IN COMPLIANCE WITH STATE RULE 61G15-32 FOR FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT LAYOUT DRAWINGS TO THE AUTHORITY HAVING JURISDICTION FOR PERMITTING AND REVIEW. THE LAYOUT DRAWINGS SHALL BE IN COMPLIANCE WITH STATE RULE 61G15-32 AND NFPA 13, 8-1, WORKING PLANS. THE LOCAL WATER SUPPLIER HAS NOT INDICATED THAT THE WATER SUPPLY COULD LEAD TO MICROBIAL INDUCED CORROSION. ALL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND ALL ZONES SHALL BE PROVIDED WITH FLOW SWITCHES WIRED TO THE FIRE ALARM SYSTEM. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. FIRE PROTECTION SPECIFICATIONS 1.00 - GENERAL PROVISIONS 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING FIRE PROTECTION SYSTEM. CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, 14 AND 24 AND ALL LOCAL CODES HAVING JURISDICTION. PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION. UL/FM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE PROTECTION SERVICE. LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR. ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN-LIKE MANNER. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF THE MOST HYDRAULICALLY-REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND. DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS OF NFPA- 13 REGARDING DENSITY, AREA OF APPLICATION, SELECTION OF HYDRAULICALLY-REMOTE AREAS, AND MAXIMUM COVERAGE PER SPRINKLER. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE. CONTRACTOR SHALL MEET WITH ARCHITECT BEFORE FINAL SUBMITTAL TO REVIEW PIPING ROUTING AND LOCATIONS TO INSURE ARCHITECTURAL REQUIREMENTS AND SPACEAESTHETICS ARE MAINTAINED MEETING DESIGN INTENT. 2.00 - BASIC MATERIALS AND METHODS GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER. PIPE AND FITTINGS: SCHEDULE 40 STEEL PIPE TO BE JOINED BY GROOVED COUPLINGS, THREADED FITTINGS. SCHEDULE 10 STEEL PIPE SHALL BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED ONLY. HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS AND ON ALL HEADS LESS THAN 7'-0" ABOVE FINISHED FLOOR. ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON- ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE SYSTEM. 2.1 2.2 2.3 2.4 2.5 3.00 - FIRE PROTECTION VALVES AND ACCESSORIES BUTTERFLY TYPE ISOLATION, 2-1/2 INCH AND LARGER: ISOLATION VALVES 2-1/2 INCH AND LARGER SHALL BE CAST IRON BODY BUTTERFLY VALVES WITH THE VALVE SIZE, PRESSURE RATING, MANUFACTURER AND "UL" AND "FM" CAST INTO THE BODY. VALVE SHALL HAVE BRONZE OR CAST IRON DISC, NEOPRENE DISC LINER, CAST IRON HANDWHEEL WITH DISC POSITION INDICATOR, INTEGRAL TAMPER SWITCH, 175 PSIG CWP WORKING PRESSURE, 350 PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR EQUAL. ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED TAMPER-PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN ADJUSTED. PROVIDE UNIT WITH SINGLE-POLE, NORMALLY CLOSED MICROSWITCH, MOUNTING BRACKET, AND NON- RESETTABLE LOCK WITH REMOVABLE RESET KEY - SIMPLEX 2097-9035. FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0 TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE 2 SEPARATE SINGLE POLE, DOUBLE THROW MICROSWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE AUTOMATICALLY RESETTING. PROVIDE CLAMP-ON HOUSING TO SECURE UNIT TO PIPE, OR THREADED CONNECTION FOR TEE FITTING - POTTER ELECTRIC SIGNAL CO. VSR-S. 3.1 3.2 3.3 SPRINKLER HEAD 1" DROP 1" 90° ELL 1" 90° ELL BRANCH LINE 1x1/2 REDUCER CEILING IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.5.2 THAT PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". 1" DROP 1" 90° ELL 1" NIPPLE BRANCH LINE 1" 90° ELL REDUCER CEILING SPRINKLER HEAD No Scale IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.5.2 THAT PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". 3. ALL OTHER AREAS WITHOUT CLGS - BRASS, UPRIGHT. 7. ELEVATOR MACHINE RM & SHAFTS - INSTITUTIONAL PENDENT/SIDEWALL/GUARDS. 8. ELECTRIC ROOMS - INSTITUTIONAL PENDENT/SIDEWALL/GUARDS. 2. FINISHED AREAS WITHOUT HUNG CLGS - CHROME PLATED SIDEWALL. 1. FINISHED AREAS WITH HUNG CLGS - FINISH TO MATCH CLG, CONCEALED. No Scale THRUST BLOCK TABLES 2 No Scale THRUST BLOCK TABLES 4 No Scale 5FIRE PUMP & FIRE SPRINKLER RISER ASSEMBLY FIRE PROTECTION DRAWING INDEX SHEET DESCRIPTION ISSUED FP00-01 FIRE PROTECTION GENERAL NOTES, DETAILS, & SHEET INDEX Yes FP02-01 FIRE PROTECTION FLOOR PLAN - OVERALL Yes FIRE PUMP SCHEDULE MARK LOCATION SERVES TYPE PSI GPM HP (EACH) RPM ELECTRICAL MANUFACTURER / MODEL NUMBER REMARKSVOLTAGE PHASE HERTZ FP-1 MECHANICAL ROOM FIRE SPRINKLER IN-LINE 90 750 60 3550 480 3 60 AURORA MODEL 911 SIZE 4-383-10B VERTICAL IN-LINE PUMP ON SKID. JP-1 MECHANICAL ROOM FIRE SPRINKLER IN-LINE 100 7.5 1 3500 480 3 60 AURORA PVM(X) 1-9 VERTICAL IN-LINE JOCKEY PUMP DESIGN CRITERIA ENTIRE BUILDING (EXCEPT AS NOTED): OCCUPANCY CLASSIFICATION: SYSTEM TYPE: DESIGN DENSITY: HYDRAULIC REMOTE AREA: SPRINKLER ORIFICE SIZE: DURATION OF SUPPLY: MAX. COVERAGE/SPRINKLER HEAD: HOSE STREAM ALLOWANCE: STORAGE, MECH./ELEC. ROOMS, OCCUPANCY CLASSIFICATION: SYSTEM TYPE: DESIGN DENSITY: HYDRAULIC REMOTE AREA: SPRINKLER ORIFICE SIZE: DURATION OF SUPPLY: MAX. COVERAGE/SPRINKLER HEAD: HOSE STREAM ALLOWANCE: STANDPIPE: YES SYSTEM DESCRIPTION: LIGHT HAZARD WET PIPE .10 GPM/SQ.FT. 1,500 SQ. FT. 1/2" 60 - 90 MIN. 225 SQ. FT. OR SPRINKLER LISTING 250 GPM ORDINARY HAZARD GROUP I WET PIPE .15 GPM/SQ.FT. 1,500 SQ. FT. 1/2" 60 - 90 MIN. 130 SQ. FT. OR SPRINKLER LISTING 250 GPM AUTOMATIC WET FOR MAIN LEVEL, TECHNICAL LEVEL, & CATWALK LEVEL. DESIGN CRITERIA: THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. 1. INTERNATIONAL FIRE CODE, 2015 EDITION 2. NFPA 13, CURRENT EDITION,INSTALLATION OF SPRINKLER SYSTEMS FIRE PROTECTION FLOW TEST DATA STATIC HYDRANT STATIC - 66 RESIDUAL - 65 FLOW HYDRANT 1,168 GPM DATE - NOVENBER 2017 TIME - N/A LOCATION - BETWEEN TWO HYDRANTS ON HAMMOND ST. & BURNS ST. TEST CONDUCTED BY - COPPELL FIRE DEPARTMENT, TIM OATES, (972) 304-7055 No Scale RETURN BEND 1 No Scale SWING JOINT 3 SPRINKLER HEAD SCHEDULE: 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:06:14 PMFP00-01 FIRE PROTECTION GENERAL NOTES, DETAILS, & SHEET INDEX 09/18/2018 17008.0000 09.18.2018 FP00-01FIRE PROTECTION GENERAL NOTES, DETAILS, & SHEET INDEX2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. REVISIONS 35342030292825213212117 6421 Z X BB-C BB-B BB-A J F D C G B A CL CL PL 26 W Y 31272223 24 19139 8 K M P 10 T R N L H T7 T8 T3 33 FIRE PUMP36"x144" EWH-1 DOUBLE DETECTOR CHECK BACKFLOW PREVENTER 6" FM 4" FM 6" FM 4" FM 4" FM 4" FM 4" FM 6" FM FIRE SPRINKLER RISER ASSEMBLY BB-1 BB-2 3 2 1 3 2 1 2 1/2" FM 4" FM 4" FM 2 1/2" FM 4" FM FS-1 FS-1 FS-1 - --- - --- 4" FM4" FM4" FM 4" FM 20'-0" AFF SERVES MEZZANINE AREA 27'-0" AFF 27'-0" AFF27'-0" AFF 3" FM 26'-0" AFF SERVES MEZZANINE AREA 27'-0" AFF 27'-0" AFF 26'-0" 27'-0" AFF - --- - --- - --- - --- - --- 53 - --- - --- - --- - --- - --- - --- - --- - --- - --- FS-1 14 18 Q - --- - --- T9 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 109145 BENJAMIN J. COLE DESNECIL ARPEESANOISS EFONIGNELSROETATX ETF 217020 9/18/2018 9:06:34 PMFP02-01 FIRE PROTECTION FLOOR PLAN - OVERALL 09/18/2018 17008.0000 09.18.2018 FP02-01FIRE PROTECTION FLOOR PLAN - OVERALL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/8" = 1'-0"1 FLOOR PLAN - OVERALL - FIRE PROTECTION REFER TO SHEET FP00-01 FOR GENERAL NOTES , LEGENDS, AND DETAILS. GENERAL NOTES: PROVIDE 2-1/2" & 1-1/2" FIRE HOSE VALVES WITH TAMPER SWITCH AT THEATER STANDPIPE. PROVIDE 2-1/2" FIRE HOSE VALVE WITH TAMPER SWITCH ON SPRINKLER RISER BASE AT STAIRWELL ENTRY. TEE OFF SPRINKLER BRANCH MAIN DOWN TO STAIRWELL ENTRY FROM HIGH CEILING AREA. KEY NOTES: 1 2 1. 3 HALL M.P. B.B. REVISIONS 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:21:02 PMT00-01 TECHNOLOGY LEGEND, GENERAL NOTES, & SHEET INDEX 09/18/2018 17008.0000 09.18.2018 T00-01TECHNOLOGY LEGEND, GENERAL NOTES, & SHEET INDEX2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL DESCRIPTIONSYMBOL NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. DESCRIPTIONSYMBOL X T 2.5 DELAYED EGRESSDE REQUEST TO EXIT MOTION SENSOR GLASS BREAK SENSOR 360° MOTION DETECTOR PAN/TILT/ZOOM CCTV CAMERA,, PROVIDE CAT6A CABLE, FACEPLATE, AND DOUBLE GANG JUNCTION BOX AND CONDUIT SECURITY PANEL DOOR POSITION SWITCH BALANCED MAGNETIC SWITCH ELECTRIC LATCH ELECTRIC MORTISE/TRIM LOCK ELECTRIC STRIKE MAGNETIC LOCK POWER OVER ETHERNET CARDREADER/LOCK COMBO REMOTE DOOR RELEASE BUTTON ASSISTANCE STATION DURESS BUTTON MOUNTED UNDERSIDE OF COUNTER CCTV MONITOR PHOTO ELECTRIC BEAM INTERCOM MASTER STATION DIRECTIONAL MOTION DETECTOR FIXED CCTV CAMERA, PROVIDE CAT6A CABLE, FACEPLATE, AND DOUBLE GANG JUNCTION BOX AND CONDUIT P BASIC MATERIALS J J TECHNOLOGY SYSTEMS SYMBOL LEGEND J SECURITY SYSTEM LADDER TRAY FOR HORIZONTAL CABLING. PENETRATION CONDUIT SLEEVE WITH BUSHINGS. GENERAL NOTES * EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING AFFECTED BY THIS PROJECT FUTURE SLEEVE TURNING DOWN SLEEVE TURNING UP GROUND OR GROUND ROD AS NOTED FLEXIBLE CONDUIT CONDUIT CONTINUED CONDUIT STUB CONDUIT TURNING DOWN CONDUIT TURNING UP CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR CONDUIT EXPOSED CONDUIT CONCEALED PEDESTAL MOUNTED JUNCTION BOX FLOOR MOUNTED JUNCTION BOX JUNCTION BOX VOICE & DATA SYSTEM BROADBAND TELEVISION SYSTEM 6 PORT TAP 8 PORT TAP TERMINATION TAP 4 PORT TAP 2 PORT TAP 3 WAY SPLITTER 2 WAY SPLITTER 4 WAY SPLITTER AMPLIFIER DIRECTIONAL COUPLER BIOMETRIC READER INTRUSION ALARM KEYPAD HIRSH SCRAMBLE KEYPAD KEYPAD CARD READER LOCAL HORN STROBE ALARMSA COMBINED CARD READER/KEYPAD GENERAL SYSTEM NOTES 1.PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 2.WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES. 3.IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED AS "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", THEN ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE. THE OUTLET BOX SHALL BE METALLIC. THE OUTLET BOX OPENINGS SHALL NOT EXCEED 16 SQUARE INCHES. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED MATERIALS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE PROJECT. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS MAINTAINED. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE OF THE RATED PARTITION BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING MEMBER BY MEANS OF AN APPROVED ATTACHMENT METHOD. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. A. B. C. D. E. F. G. H. I. LOCATIONS OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT EQUIPMENT LOCATION AND CONNECTION REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL BE PRIOR TO ANY ROUGH-IN. NOTIFY ENGINEER OF ANY DISCREPANCY. PROVIDE FINAL CONNECTIONS TO OWNER PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN DRAWINGS. PRIOR TO ROUGH-IN AND INSTALLATION OF ANY FLOOR MOUNTED DEVICE, VERIFY LOCATION WITH THE OWNER AND ARCHITECT. VERIFY AND COORDINATE THE LOCATION OF REQUIRED OUTLETS WITH OTHER TRADE DRAWINGS AND OWNER PROVIDED EQUIPMENT. EACH TELEVISION OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) 1" CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED. THE DESIGNATION ''F.B.O.'' SHALL DENOTE ITEMS, WHICH ARE ''FURNISHED BY OTHERS''. THE DESIGNATION ''O.F.E.'' SHALL DENOTE ITEMS, WHICH ARE ''OWNER FURNISHED EQUIPMENT''. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 17 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL INSTALLER. PROVIDE COORDINATION FOR THE INSTALLATION OF THIS BE PROVIDED BY THE ELECTRICAL INSTALLER. THE SYMBOL LEGENDS SHOWN ON THIS SHEET ARE ALL INCLUSIVE, SYMBOLS INCLUDED IN THE LEGENDS MAY OR MAY NOT BE USED IN THESE PROJECT DRAWINGS. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) 1" CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING, TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED OR HOMERUN IN SLAB TO NEAREST COMMUNICATIONS ROOM. WORK BY ELECTRICAL INSTALLER PER SPECIFICATIONS. EACH FLOOR MOUNTED VOICE/DATA OUTLET SHALL HAVE A SINGLE GANG SPACE WITHIN THE FLOOR BOX AND (1) 1" CONDUIT CONCEALED IN SLAB STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED. WORK BY ELECTRICAL INSTALLER PER SPECIFICATIONS. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN COMPLIANCE WITH SPECIFICATIONS. PROVIDE ALL SLEEVES AS REQUIRED FOR ALL LOW VOLTAGE CABLE PATHWAYS. RESTORE THE FIRE RATING OF THE SURFACE. TELECOMMUNICATIONS EQUIPMENT ROOMTER: TR:TELECOMMUNICATIONS ROOM TELECOMMUNICATIONS ENTRANCE FACILITYTEF: NOTES: INSTALLER TO REMOVE ALL EXISTING LOW VOLTAGE CABLES NOT TO BE REUSED. E.G. ALL EXISTING UTP 4 PAIR CABLES. NO ABANDONED CABLES SHALL BE LEFT IN THE BUILDING. MOUNTING 2" ABOVE COUNTER OR BACK SPLASH C 1.VOICE/DATA JACKS: EACH RJ45 JACK FOR VOICE/DATA SHALL BE CONNECTED TO A DEDICATED UTP 4 PR CABLE. COMMUNICATIONS "INFORMATION OUTLET" MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. MODULE AND FACEPLATE DESCRIPTIONS ON DETAIL SHEETS NNX X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER (P)OLE, (R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL N = # OF VOICE/DATA JACKS WALL TELEPHONE OUTLET FOR HOUSE PHONE. MOUNTED AT 52" ABOVE FINISHED FLOOR TO TOP. WIRELESS ACCESS POINT OUTLET. ACCESS POINT BY OWNER. X = MOUNTING (F)LUSH, (S)URFACE, (C)EILING. N = # OF DATA JACKS. MAXIMUM CABLE LENGTH 262 FT N N = # OF COAX CONNECTORS "F" TYPE CONNECTOR N = # OF FIBER OPTIC CONNECTORS. SC, ST, LC REX OR ADA DOOR OPEN BUTTON ASSOCIATED DOOR DETAIL REFERENCE INGROUND PULL BOX MON PERSONAL COMPUTER WORKSTATION SPECIAL NOTES: W F1 WALL MOUNTED OUTLET FOR ADA ACCESSABLE PAY PHONE. MOUNTED AT 44" ABOVE FINISHED FLOOR WAP XON WALL TELEPHONE OUTLET FOR TELEPHONE IN ELEVATOR MACHINE ROOM. (S)URFACE MOUNTED AT 52" ABOVE FINISHED FLOOR. W ADA S1 ELV COMBINED VOICE/DATA, AUDIO/VIDEO AND POWER OUTLETS IN FLOOR BOX. POWER RECEPTACLE IS SHOWN FOR REFERENCE ONLY. CONDUIT, BOX AND POWER RECEPTACLE PROVIDED BY X = A, B, C... FLOOR BOX TYPE. N'S ARE DESCRIBED ABOVE. TB TABLE TOP POP-UP WITH VOICE/DATA, AUDIO/VIDEO AND POWER INTERFACE. X = A, B, C... FLOOR BOX TYPE. N'S ARE DESCRIBED ABOVE. POKE THRU WITH COMBINED VOICE/DATA, AUDIO/VIDEO AND POWER. X = A, B, C... FLOOR BOX TYPE. N'S ARE DESCRIBED ABOVE. P 3/4" PLYWOOD BACKBOARD. BY IDF -2 POST RACK IDF -4 POST RACK TELECOMM PANEL 1. ALL CABLE TRAY, CONDUITS AND BOXES SHOWN ARE IN CONTRACT BY THE ELECTRICAL INSTALLER. J-HOOKS AND LADDER RACKS BY SCS INSTALLER. 2. STRUCTURED CABLING SYSTEM BY CABLING INSTALLER. 3. ALL DOUBLE DOORS ARE TO RECEIVE (1) DOOR POSITION SWITCH ON EACH DOOR LEAF AND SHALL REPORT AS ONE ALARM POINT. 1. 2. FIBER CCTV LOCATION WHICH EXCEEDS 3000 FEET SHALL BE EQUIPPED WITH 2 FIBER CONNECTIONS 1 VIDEO, 1 DATA 3. A.THE MAXIMUM PULLING TENSION SHALL NOT EXCEED 25 POUNDS TO AVOID STRETCHING THE CONDUCTORS. THE MINIMUM BENDING RADIUS OF THE CABLE SHALL NOT BE LESS THAN 4X THE OUTSIDE DIAMETER OF THE CABLE. B. THE CABLE SHALL BE INSTALLED WITHOUT KINKS OR TWISTS AND THE APPLICATION OF CABLE TIES SHALL NOT DEFORM THE CABLE BUNDLE. C. D.STRIP BACK ONLY AS MUCH CABLE JACKET AS IS REQUIRED TO TERMINATE THE CABLE. CABLE PAIRS SHALL NOT BE UNTWISTED MORE THAN 1/2 INCH. 4. 5. 6. 7. ALL 120V POWER WIRING SHALL BE INSTALLED IN A SEPARATE CONDUIT. ALL POWER CIRCUITS, 120VAC AND 24VAC, SHALL INCLUDE AN EQUIPMENT GROUNDING CONDUCTOR WHICH IS EQUAL IN SIZE TO THE PHASE AND NEUTRAL CONDUCTORS. ALL CONDUIT ABOVE GRADE SHALL BE METALLIC, ALL CONDUIT BELOW GRADE SHALL BE PVC UNLESS OTHERWISE NOTED ON DRAWINGS. ALL CARD READERS AND KEYPADS DEDICATED FOR ELEVATOR FLOOR SELECTION CONTROL ARE SHOWN INSIDE THE ELEVATOR CAB ON THE LOWEST LEVEL FLOOR PLAN TO WHICH THE ELEVATOR TRAVELS. ALL CONDUIT, WIRING, AND ASSOCIATED BACK BOXES SHALL BE FULLY CONCEALED WITHIN WALLS, FLOORS, AND CEILINGS. INSTALLATION OF UTP CABLE SHALL BE IN ACCORDANCE WITH EIA/TIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE INSTALLER. 8. INSTALLATION OF FIBER OPTIC CABLES SHALL BE IN ACCORDANCE WITH EIA/TIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE INSTALLER. 9. A.THE BEND RADIUS FOR INTRABUILDING 2 AND 4-FIBER HORIZONTAL OPTICAL FIBER CABLE SHALL NOT BE LESS THAN 1 INCH UNDER NO- LOAD CONDITIONS. WHEN UNDER A MAXIMUM TENSILE LOAD OF 50 LBF, THE BEND RADIUS SHALL NOT BE LESS THAN 2 INCHES. B.THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER UNDER NO-LOAD CONDITIONS AND NOT LESS THAN 15 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER TENSILE LOAD. THE BEND RADIUS FOR INTER BUILDING (OSP) OPTICAL FIBER BACKBONE SHALL NOT BE LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER NO- LOAD CONDITIONS AND NOT LESS THAN 20 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER A TENSILE LOAD UP TO THE RATING OF THE CABLE, USUALLY 600 LBF. C. 10.COORDINATE LOCATION OF ALL FIRE RATED PENETRATIONS PRIOR TO PROCEEDING WITH INSTALLATION. ALL PENETRATIONS THROUGH FIRE RATED BARRIERS SHALL BE COMPLETELY SEALED WITH APPROPRIATE FIRE STOP MATERIAL IN ACCORDANCE WITH NFPA AND FIRE AUTHORITY HAVING JURISDICTION. ALL CABLES SHALL BE SUITABLE TO THE ENVIRONMENT TO WHERE THEY WILL BE INSTALLED. NOTES: INSTALLER TO REMOVE ALL EXISTING SECURITY CABLES AND EQUIPMENT NOT TO BE REUSED. ALL EXISTING EQUIPMENT WILL BE RETURNED TO THE OWNER. 1.ALL RACEWAYS AND BOXES SHOWN ARE IN CONTRACT BY THE ELECTRICAL INSTALLER. 2.SECURITY DEVICES AND EQUIPMENT BY SECURITY INSTALLER. 3. CALL STATIONCS IK AS DURESS BUTTON WALL MOUNTED XNNN XNNN XNNN D ALL INDOOR CONDUITS N0 LARGER THAN 1" SHOWN ON THE GROUND FLOOR SHALL BE INSTALLED EMBEDDED IN THE SLAB. CONDUITS SHALL BE KEPT DRY AND CLEAN PRIOR TO PULLING CABLES. ANYTHING NOT DESIGNATED AS ROUGH-IN AND SUPPORT RESPONSIBILITY ON THESE DRAWINGS IS IN THE SYSTEM INSTALLER SCOPE OF WORK. INTERCOM & PAGING SYSTEM SX SX CEILING MOUNTED SPEAKER x DENOTES TYPE y DENOTES ZONE Y WALL MOUNTED SPEAKER x DENOTES TYPE y DENOTES ZONE NO ZONE DENOTES LOCAL AUDIO/VIDEO SYSTEM Y ADMINISTRATIVE PHONEAP HANDSETHS 11.ALL DELAYED EGRESS LOCKS AND MAGNETIC LOCKS, SHALL RECEIVE A FIRE ALARM RELAY TO RELEASE THE DOOR UPON ALARM AS REQUIRED BY CODE. SEE DETAIL SHEETS FOR DEVICE MOUNTING REQUIREMENTS AND ADDITIONAL INFORMATION. THE DESIGNATION "D.H.C." SHALL DENOTE "DOOR HARDWARE INSTALLER". 14. IN ELECTRICAL AND MECHANICAL ROOMS, CONDUIT FOR LOW VOLTAGE OUTLETS SHALL BE EXTENDED TO ACCESSIBLE CEILING OUTSIDE OF THE ROOM. DETENTION LOCKDL DOOR INTERLOCKDI INTERCOM SUBSTATION SPEAKER PHONE 16. 17. 18. 19. 20. 21. 22. 23. 24. THE DESIGNATION "O.F.C.I." SHALL DENOTE ITEMS WHICH ARE FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR. 15. DPS BMS CR KP CK HS BR EL EM ES ML PE IS SP D MI M G R PC DIVISION 27 DIVISION 27 DIVISION 26. DETENTION DOOR INTERLOCKI DIVISION 27 CABLE TRAY FOR HORIZONTAL CABLING. DIVISION 26 DIVISION 27 DIVISION 27 DIVISION 27 SECURITY CAMERA EXTERIOR POLECP SECURITY SYSTEM NOTES INDICATES WALL MOUNT INDICATES WALL MOUNT SECURITY CAMERA NETWORK OUTLET. COORDINATE EXACT LOCATION OF OUTLET WITH OWNER PRIOR TO ROUGH IN. N = # OF DATA JACKS. MAXIMUM CABLE LENGTH 262 FT CN CAT6 CAT6 CAT6 TECHNOLOGY DRAWING INDEX SHEET DESCRIPTION ISSUED T00-01 TECHNOLOGY LEGEND, GENERAL NOTES, & SHEET INDEX Yes T01-01 TECHNOLOGY SITE PLAN Yes T02-01 TECHNOLOGY FLOOR PLAN - MAIN LEVEL Yes T02-02 TECHNOLOGY FLOOR PLAN - TECHNICAL LEVEL Yes T02-03 TECHNOLOGY FLOOR PLAN - CATWALK Yes T07-01 RISER DIAGRAM - TECHNOLOGY Yes T07-03 ENLARGED PLANS - TECHNOLOGY Yes T08-01 TECHNOLOGY DETAILS Yes T08-02 TECHNOLOGY DETAILS Yes REVISIONS UP TRAVIS STREET OLD TOWN PUBLIC PARKING STAFF/PERFORMER PARKING B U R N S S T R E E THAMMOND STREETN 88o13'39" E 429.32'N 00o30'09" W316.88'S 01o46'21" E296.15'S 85o31'05" W 436.83' P2 P2 P2 P2 P2 P2P2 P2 P2 P2 P2 P2 P2P2 P3 P3 P3 P3P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 ALTERNATE #1 WEST LOT ALTERNATE #2 GARDEN ALTERNATE #3 GAZEBO 1 2 3 TO PHONE SERVICE PROVIDERTO CATV SERVICE PROVIDER 3 (1) 2" CONDUIT WITH (1) 2" 3-CELL MAXCELL INNER SLEEVE TO ROOM 115, WITH (1) 4-STRAND SM FIBER FOR CCTV. 1" CONDUIT TO CCTV ELECTRONICS ENCLOSURE 4 3 4 (1) 2" CONDUIT WITH (1) 2" 3-CELL MAXCELL INNER SLEEVE TO ROOM 115, WITH (1) 4-STRAND SM FIBER FOR CCTV. BID ALTERNATE 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:21:31 PMT01-01 TECHNOLOGY SITE PLAN 09/18/2018 17008.0000 09.18.2018 T01-01TECHNOLOGY SITE PLAN2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1/16" = 1'-0"1 SITE PLAN - TECHNOLOGY (1) 4" CONDUIT WITH (3) 1 - 1/4" INNERDUCT FOR SERVICE PROVIDER. COORDINATE LOCATION WITH CIVIL CONTRACTOR. (1) 4" CONDUIT WITH (3) 1 - 1/4" INNERDUCT TO IN-GROUND PULL BOX FOR FUTURE CCTV CAMERAS IN PARKING LOT. PROVIDE PULL STRING IN CONDUIT. IN-GROUND SECURITY PULL BOX. DESIGN SELECTION: HUBBELL QUAZITE PG1118BA18 WITH COVER PG1118HH00. TEXT OPTION #12. FUTURE PTZ CAMERA. PROVIDE INFRASTRUCTURE ONLY TO AREA. KEY NOTES: 1 2 3 4 HALL M.P. B.B. REVISIONS DPSDPS DPSDPSDPSDPSDPS DPSDPSDPSDPSDPSDPSDPS DPS CR EL EL CR EL EL CR EM DPS TV TV EM TV TV CR A B B C C C D D E ETVTVTV TV TV TV TV TVTV MULTI-PURPOSE 111 LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 WRR 113 JAN 129 MRR 125 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 TICKET 107 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 STAGE 135 APRON 134 SLL 133 DRESSING 156 SLL 153 DRESSING 154 ALCOVE 112 LOBBY 110 SLL 152 ALCOVE 126 STOR 127 TOILET 157 UTILITY 158B TOILET 155 TOILET 142 DRESSING 143 DRESSING 141 MECHANICAL 118 STORAGE 139 PIANO 140 STOR 145 TOILET 144 DRESSING 124 STORAGE 121 STUDIO 120 LOUNGE 122 CORRIDOR 138 CORRIDOR 146 PREFUNCTION 102 CONCESSION 103 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 PREFUNCTION 101 DATA 115 EMERG. ELEC. 114 VEST 110B STORAGE 158A STAGING 147 TOILET 123 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A STORAGE 140B LIFT LOBBY 105A CORRIDOR 130 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 C F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 1 1 F 2 F 2 F 2 F 2 TECHNOLOGY WALL CABINET F 1 F 1 DIGITAL DISPLAY DIGITAL DISPLAY F 2 1" CONDUIT TO STORAGE CLOSET 127 WITH (1) 12-STRAND SM FIBER. CONDUIT RUN TIGHT TO STRUCTURE AND COORDINATED WITH OTHER TRADES. (2) 1" CONDUITS STUBBED UP AT 25' ALONG CORRIDOR TO A/V ROOMS ON TECHNICAL LEVEL WITH (1) 6- STRAND SM FIBER IN EACH. (2) 1" CONDUITS AT 25' AFF ALONG CORRIDOR TO A/V ROOMS ON TECHNICAL LEVEL WITH (1) 6- STRAND SM FIBER IN EACH. F 1 F 1 F 2 F 2 F 2 F 2 T07-03 1 T07-03 2 5 3 4 3 5 5 5 3 3 2 2 2 2 5 S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP S 2 WAP 6 1 1 1 1 OVERHEAD PROJECTOR MOTORIZED SCREEN 7 7 8 8 9 F 2 F 2 F 2 F 1 F 1 1 1 F 1 1 F 1 1 F 1 1 F 1 F 1 1 1 F 1 F 111 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:22:06 PMT02-01 TECHNOLOGY FLOOR PLAN - MAIN LEVEL 09/18/2018 17008.0000 09.18.2018 T02-01TECHNOLOGY FLOOR PLAN - MAIN LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 FLUSH MOUNTED FLOOR BOX. PROVIDE 3/4" CONDUIT FOR POWER AND 1" CONDUIT FOR TELE/DATA. ROUTE CONDUITS TO NEAREST WALL AND STUB 6" ABOVE ACCESSIBLE CEILING. BASIS OF DESIGN: WIREMOLD RFB4. REFERENCE ELECTRICAL DRAWING E02-01A FOR MORE INFORMATION. CARD READER. DESIGN SELECTION: HID ICLASS SE R40 WALL MOUNTED OR R15 MULLION MOUNTED. INTERIOR SURFACE WALL MOUNTED FIXED IP MEGAPIXEL HD CCTV CAMERA. DESIGN SELECTION: AXIS P-3375V WITH REQUIRED MOUNTING HARDWARE. INTERIOR CEILING MOUNTED FIXED IP MEGAPIXEL HD CCTV CAMERA. DESIGN SELECTION: AXIS P-3375V WITH REQUIRED MOUNTING HARDWARE. EXTERIOR WALL MOUNTED FIXED IP MEGAPIXEL HD CCTV BULLET STYLE CAMERA. DESIGN SELECTION: AXIS P1435-LE AND REQUIRED MOUNTING HARDWARE. CONDUIT STUB UP FOR DATA DEVICE. COORDINATE STUB UP LOCATION AND ROUTING OF CONDUIT WITHIN THE MILLWORK WITH THE MILLWORK INSTALLER. PROVIDE 1" CONDUIT FOR TELE/DATA. ROUTE CONDUITS TO NEAREST WALL AND STUB 6" ABOVE ACCESSIBLE CEILING. APPROXIMATE LOCATIONS FOR OVER HEAD PROJECTOR AND MOTORIZED SCREEN CONTROLS. COORDINATE FINAL LOCATION AND ELEVATION WITH ADJACENT CONTROLS DEVICES LOCATED IN THE SAME WALL AREA. PROVIDE INTERCONNECTION OF DEVICES PER MANUFACTURE RECOMMENDATIONS . COORDINATE WITH A/V FOR FINAL CONNECTION REQUIREMENTS. PROJECTOR TO BE PENDANT MOUNTED FROM CEILING. PENDANT LENGTH FIELD DETERMINED TO BE BELOW CEILING CLOUDS. INTERIOR PENDANT MOUNTED PTZ CAMERA. DESIGN SELECTION: AXIS P5415-E. PENDANT LENGTH DETERMINED IN FIELD TO MOUNT CAMERA IN RECESS BETWEEN CEILING CLOUDS. CONDUIT ROUTED BACK TO ROOM 127 COMMUNICATIONS RACK. INTERIOR WALL MOUNTED PTZ CAMERA. DESIGN SELECTION: AXIS P5415-E. MOUNT CAMERA IN SLOT BETWEEN REFLECTOR AND WALL . CONDUIT ROUTED BACK TO ROOM 127 COMMUNICATIONS RACK. KEY NOTES: 1 2 3 4 5 COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS. WHERE AN OUTLET IS LOCATED NEAR OR WITHIN CASEWORK, CONTRACTOR SHALL COORDINATE EXACT MOUNTING REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH-IN. GENERAL NOTES: 6 7 8 9 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 DPS DPS A A DPS A F 2 F 2 F 2 F 2 CONTROL 202 CONTROL 205 AMP 206 AMP 201B SLL 201 SLL 204WALKWAY 200A S 2 WAP S 2 WAP ALL DEVICES ON THIS SHEET CONNECT BACK TO ROOM 127 ALL DEVICES ON THIS SHEET CONNECT BACK TO ROOM 127 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:22:40 PMT02-02 TECHNOLOGY FLOOR PLAN - TECHNICAL LEVEL 09/18/2018 17008.0000 09.18.2018 T02-02TECHNOLOGY FLOOR PLAN - TECHNICAL LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. REVISIONS STAGE 135 ? ? CONNECTOR CONNECTOR CONNECTOR CONNECTOR FOLLOW SPOT 204 CATWALK #5 207 CATWALK #4 CATWALK #4 CATWALK #3 CATWALK #3 CATWALK #2 CATWALK #2 F 2 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:23:17 PMT02-03 TECHNOLOGY FLOOR PLAN - CATWALK 09/18/2018 17008.0000 09.18.2018 T02-03TECHNOLOGY FLOOR PLAN - CATWALK2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 HALL M.P. B.B. REVISIONS GROUND LEVEL TECHNICAL LEVEL CATWALK ROOF DATA RM 115 STORAGE RM 127 AMP RM 201 AMP RM 206 GROUND LEVEL TECHNICAL LEVEL CATWALK ROOF DATA RM 115 STORAGE RM 127 AMP RM 201 AMP RM 206 Rack # Wall Rack Theactrical AV Rack Theactrical AV Rack TELEPHONE CATV SPARE (1) 4" CONDUIT WITH (3) 1-1/4" INNERDUCT (1) 4" CONDUIT WITH (3) 1-1/4" INNERDUCT 1" CONDUIT 1" CONDUIT TELEPHONE CATV x x x x x x 6-STRAND SM FIBER 6-STRAND SM FIBER 6-STRAND SM FIBER 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:23:30 PMT07-01 RISER DIAGRAM - TECHNOLOGY 09/18/2018 17008.0000 09.18.2018 T07-01RISER DIAGRAM - TECHNOLOGY2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 12" = 1'-0"1 CONDUIT AND PATHWAY RISER DIAGRAM 12" = 1'-0"2 FIBER RISER DIAGRAM REVISIONS 3 T07-03 - --- 1 1 2 3 3 4 4 5 6 J 4 5 4 T07-03 1 01-MAIN 100' - 0" 01 - FOUNDATION PLAN 100' - 0" LEVEL 01 - MAIN 0' - 0" 02-GALLERY 9' - 0" 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:23:46 PMT07-03 ENLARGED PLANS - TECHNOLOGY 09/18/2018 17008.0000 09.18.2018 T07-03ENLARGED PLANS - TECHNOLOGY2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 1" = 1'-0"1 ENLARGED PLAN - DATA ROOM 115 1" = 1'-0"2 ENLARGED PLAN - STORAGE ROOM 127 1" = 1'-0"3 RACK ELEVATIONS - DATA ROOM 115 PROVIDE MINIMUM 8' HIGH, 3/4" THICK PLYWOOD BACKBOARD PAINTED WITH FIRE RETARDANT PAINT BOTH SIDES AND ALL EDGES. MOUNT AT 6" A.F.F. TO BOTTOM. PROVIDE 18" LADDER RACK MOUNTED AT 8' A.F.F. DESIGN SELECTION: B-LINE SB17U18BFBFB. GROUND BUS BAR. SEE SPECIFICATIONS AND DETAILS FOR REQUIREMENTS. PROVIDE 4" EZ PATH SLEEVE . 7' X 19" FOUR POST RACK. PROVIDE WALL MOUNTED ACCESS CONTROL ENCLOSURE S2 NODE WITH REQUIRED S2 SYSTEM BLADES TO SUPPORT ACCESS CONTROLLED DOORS. PROVIDE LOCK POWER SUPPLY PANEL WITH FIRE ALARM RELAY CONNECTION. COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE (2) DEDICATED 120V 20A CIRCUITS. PROVIDE RACK MOUNTED FIBER CONNECT PANEL. SIEMON MODEL #FCP3-RACK OR APPROVED EQUIVALENT. PROVIDE (3) 6 DUPLEX ADAPTER PLATES AND PROVIDE ALL CONNECTIONSTO INCOMING FIBER. SIEMON MODEL #RIC-F-LC12-01 OR APPROVED EQUIVALENT. PROVIDE HORIZONTAL WIRE MANAGEMENT BAR. PROVIDE 48 PORT PATCH PANEL CPI# HD6-48, OR APPROVED EQQUIVALENT. PROVIDE 24 PORT LAYER 2 SWITCH, PoE+ ENABLEDON ALL PORTS, REDUNDANT POWER SUPPLIES, LC FIBER CONNECTORS. CISCO#2960X-24PS-L. PROVIDE VMS STORAGE DEVICE. MILESTONE HUSKEY HM50-16TR-8 WITH ADD-ON LICENCES (4 PACK) HMCL, AND 1 YEAR CARE PLUS HMCP-XP. PROVIDE UNINTERRUPTABLE POWER SUPPLY RATED FOR 2700 WATTS, 120V INPUT. PROVIDE WALL MOUNTED CABINET GL36WMS. PROVIDE RACK MOUNTED ACCESS CONTROL NETWORK NODE WITH REQUIRED BLADES FOR ACCESS CONTROLLED DOORS. NODE S2-NN-E-RM WITH REQUIRED S2- INP BLADES OR S2-ACM ACCESS CONTROL APPLICATION BLADES. KEY NOTES: 1 2 3 4 5 6 1" = 1'-0"4 WALL CABINET ROOM 127 7 8 9 10 11 12 13 14 REVISIONS OR 1 EIA T568A JACK POSITIONS PAIR4PAIR1PAIR3 PAIR2 BRW-BROW-BLBLW-OGW-G MODULAR JACK WIRING (FRONT VIEW)MODULAR JACK WIRING (FRONT VIEW) W-O O W-G BL W-BL G W-BR BR PAIR3 PAIR2 PAIR1 PAIR4 JACK POSITIONS EIA T568B 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 PORT #PORT # TR # -PP # 1" CONDUIT STUB UP ABOVE CEILING 6PORT, SINGLE GANG FACEPLATE FRAME (IVORY) COMMSCOPE:M16L-246 HUBBELL:IFP160W LEVITON:42080-6IS OCC:FPSK0600 ORTRONICS:OR-40300545-13 PANDUIT:CFPE6EIY TYCO:1-211012-1 F2 PORT # OUTLET DESIGNATOR LABELS PER EIA/TIA-606-A REFER TO LABELING DETAIL SHEET (3) UTP 4 PAIR CAT6 CABLE TO TR (BLUE) BERK-TEK:CMR 10032455 CMP 10032094 COMMSCOPE:CMR 75N4-BLUE CMP 7504-BLUE MOHAWK:CMR M58292B CMP M58281B OCC:CMR U64R05 CMP U64PLM-05 PANDUIT:CMR PUR6004BU-UY CMP PUP6004BU-UY SUPERIOR ESSEX:CMR 77-246-2A CMP 77-246-2B TYCO:CMR 1499038-6 CMP 1499033-6 BLANK (IVORY) COMMSCOPE:M20AP-246 HUBBELL:SFB10 LEVITON:41084-BIB OCC:AKBLK02 ORTRONICS:OR-42100002-13 PANDUIT:CMBEIX TYCO:1116412-1 RJ45 JACK (IVORY) COMMSCOPE:UNJ600-IVORY HUBBELL:HXJ60W LEVITON:61110-R16 OCC:KMJA600 ORTRONICS:OR-TJ600-13 PANDUIT:CJ688TGEI TYCO:1-1375055-1 1 T08-01 SIDES HANGER SUSPENSION METHOD 6" CABLETRAY MINIMUM CLEARANCES 6"6" BASKET TYPE CABLE TRAY. DIMENSIONS AS SHOWN ON FLOOR PLANS 2" DETAIL NOTES: UL SYSTEM NO. W-L-1001 WALL ASSEMBLY -THE 1, 2, 3, OR 4 HOUR FIRE RATED GYPSUM WALLBOARD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. FILL VOID OR CAVITY MATERIAL -CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN. 1/4" DIAMETER BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: CONDUIT -NOM 4" DIAMETER OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAXIMUM OF ONE CONDUIT IS PERMITTED IN THE FIRE STOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 1 1 4 6 12 0 TO 3/16 1/4 TO 1/2 0 TO 1-1/2 1/4 TO 1/2 3/16 TO 3/8 0, 1 OR 2 3 OR 4 0 0 0 1 OR 2 3 OR 4 1 OR 2 3 OR 4 1 OR 2 MAXIMUM CONDUIT DIAMETER IN INCHES ANNULAR SPACE IN INCHES FIRE RATING IN HOURS T RATING IN HOURS 2 3 1 1 2 3 BY ELECTRICAL INSTALLER-DIV. 16 KINDORF SUPPORT EMT 4" SLEEVE RAISED FLOOR CUT OUT BY SCS INSTALLER RAISED FLOOR 8'-0" A.F.F. 01 TX.YZ 01 TX.YZ TGB NEW TR 1ST FLOOR ABBREVIATION SCHEDULE BONDING CONDUCTOR FOR TELECOMMUNICATIONS. TELECOMMUNICATIONS MAIN GROUNDING BUSBAR. TELECOMMUNICATIONS GROUNDING BUSBAR. BONDING CONDUCTOR. SHALL BE #6 AWG. UNLESS OTHERWISE NOTED BY COMMUNICATIONS CABLING INSTALLER. TELECOMMUNICATIONS BONDING BACKBONE. TELECOMMUNICATIONS EQUIPMENT ROOM. TELECOMMUNICATIONS ENTRANCE FACILITY. TELECOMMUNICATIONS ROOM. METAL FRAME OF BUILDING CONNECTION. CABLE TRAY CONNECTION CABLE BOND CONNECTIONS MADE W/U.L. LISTED BONDING CONNECTION FASTENERS. ELECTRICAL PANELBOARD SERVING EQUIPMENT IN THIS COMM ROOM. RACK CONNECTION. TR TEF TER TBB BC TGB TMGB BCT TBB LENGTH LINEAR M (FT) 16-20 (53-66) 13-16 (42-52) 10-13 (34-41) 8-10 (27-33) 6-8 (21-26) 4-6 (14-20) LESS THAN 4 (13) GREATER THAN 20 (66)3/0 6 4 3 2 1 1/0 2/0 TBB SIZE AWG BC CONDUIT/SLEEVES. TO ELECTRICAL PANEL GROUND BUS BY ELECTRICAL INSTALLER BONDING BY ELECTRICAL INSTALLER BC BC BC GROUND BUS BAR STANDOFF RACKET CPI 10622-000 INSULATORCPI 10622-012 OR EQUAL ISOMETRIC ELEVATION PROVIDE # 6 COPPER CABLE 2-HOLE LUG CLAMP FOR CABLE CONNECTION. (TYP) PROVIDE GROUNDING CONDUCTOR TO BUILDINGS STEEL PER NEC 250.66 PROVIDE GROUNDING CONDUCTOR TO MAIN SERVICE GROUND POINT PER NEC 250.66 4" FRONT VIEW INSULATOR (TYPICAL) CPI 10622-012 OR EQUAL 12" PROVIDED BY ELECTRICAL INSTALLER. 2-HOLE LUG (TYP.) INSULATOR MOUNTING BRACKET (TYP.) CPI 10622-000 PROVIDE WHITE CORE BAKELITE NAMEPLATE FASTENED TO A WALL/SURFACE BELOW BUSBAR AT EACH FLOOR, WITH DESIGNATION ENGRAVED THEREON IN 1/2" HIGH LETTERS. TGB-XXX GENERAL NOTES: ALL HARDWARE (BOLTS, NUTS, WASHERS, ETC.) SHALL BE SOLID COPPER OR BRONZE. COPPER PLATING SHALL NOT BE ACCEPTABLE. BUSBAR SHALL BE 1/4" THICK (MINIMUM). INCREASE LENGTH OF BUSBAR, FOR NUMBER OF CONNECTIONS, AS REQUIRED TO MAINTAIN CORRECT SPACING BETWEEN LUGS. 1. 2. 3. INSTALLATION NOTES: SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS.A. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT.B. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND.C. USE SOLID COPPER WIRE AND MECHANICAL 2-HOLE LUG FOR ALL EXTERIOR GROUNDING.D. #6 OR #2 GRN TO GROUND BAR OF FLAT SURFACE. #6 IS USED PRIMARILY AS CABINET TO BUS LINK. PRIMARY GROUND BAR/METAL ENCLOSURE #6 GRN OR #2 GRN 2 HOLE LUG 1/4-20 HEX BOLT 1/4" FLAT WASHER 1/4" EXT. TOOTH LOCKWASHER 1/4-20 HEX NUT CABLE TYPE:___________________________________ INSTALLER:____________ COMPANY:___________________________________ DATE:_______________ CABLE TRAY PROVIDE SLEEVES ASSEMBLY FOR EACH TIER OF CABLE TRAY. NOTES: 1. GROUND WIRE #6 AWG COPPER TO CABLE TRAY (3) 4" SLEEVES (1) 4" EZ-PATH RATED PATHWAY GROUND WIRE #6 AWG COPPER TO CABLE TRAY DOUBLE LUG PACK WITH FIRE SAFING AFTER CABLE INSTALLATION (TYPICAL) 5 T08-01 4" x 4" J-BOX IN WALL 1" CONDUIT COVER RING TO BE COORDINATED WITH OWNER FOR PROPER COLOR MATCHING WALL SECONDARY SUPPORT TAB SECURE SECONDARY SUPPORT CABLE FROM BUILDING STRUCTURE CONCRETE DECK ABOVE CEILING TILE WIRE WIRING COMPARTMENT SELF-LOCKING TAB SCREWS "C" BRACKET AND TILE RAIL CEILING TEE'S LAY IN CEILING TILE 3/4" CONDUIT CONDUIT STRAP SECURED TO STRUCTURE TV 5' MAX. 7'-0" AFF UNLESS OTHERWISE SPECIFIED CEILING SINGLE GANG BACKBOX WITH COVER PLATE CONDUIT IN WALL CONDUIT STUBBED ABOVE CEILING WITH CONDUIT BUSHING CABLING J-HOOKS (TYP.) (1) RJ45, CAT6A CABLE FROM BROADBAND HEADEND FINISHED FLOOR 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:24:01 PMT08-01 TECHNOLOGY DETAILS 09/18/2018 17008.0000 09.18.2018 T08-01TECHNOLOGY DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale MODULAR JACK WIRING DETAIL 1 No Scale WALL MOUNTED OUTLET - VOICE/DATA 3 No Scale CABLE TRAY 4 No Scale CONDUIT PENETRATION OF FIRE WALL 5 No Scale VERTICAL SLEEVES 6 No Scale GROUNDING AND BONDING DIAGRAM 7 No Scale GROUND BUSBAR (TYPICAL FOR ALL TR'S)8 No Scale GROUND BAR 2-LUG TERMINATION 9 No Scale WALL PENETRATION - CABLE TRAY TRANSITION 10 No Scale FIXED CAMERA RECESSED MOUNTED IN WALL 11 No Scale INTERIOR FIXED CAMERA RECESSED MOUNTED 12 No Scale TYPICAL T.V. OUTLET 2 REVISIONS 4" x 4" SQUARE J-BOX 1" CONDUIT TO ACCESSIBLE CEILING SPACE CABLE FOR COMMUNICATION AND LOW VOLTAGE POWER 4-CONDUCTOR 18 AWG. FOR REQUEST TO EXIT SWITCH ELECTRIC HINGE (PROVIDED BY DOOR HARDWARE INSTALLER) DOOR HARDWARE SHOWN FOR GRAPHICAL ILLUSTRATION ONLY, REFERENCE DIVISION 8 HARDWARE SCHEDULE AS NEEDED FOR ACTUAL HARDWARE SET. 3. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED.2. 1.NOTES:CABLE TYPE AND SIZE MUST COMPLY WITH ALL ESTABLISHED REQUIREMENTS AND APPLICABLE CODES. FINISHED CEILING 2- CONDUCTOR 18 AWG. FOR MAGNETIC CONTACT FINISHED FLOOR MAGNETIC DOOR CONTACT SWITCH EMBEDDED IN DOOR & DOOR FRAME UNSECURE SIDE SECURE SIDE 44" A.F.F. 6" 4" x 4" SQUARE J-BOX 1" CONDUIT TO ACCESSIBLE CEILING SPACE CABLE FOR COMMUNICATION AND LOW VOLTAGE POWER MULTI-CLASS CARD READER WITH PROXIMITY ANTENNA ACTIVATED. PROVIDE DOUBLE GANG BOX WITH SINGLE GANG MUD RING. REFERENCE FLOOR PLANS FOR REQUIRED PLACEMENT. DOOR HARDWARE SHOWN FOR GRAPHICAL ILLUSTRATION ONLY, REFERENCE DIVISION 8 HARDWARE SCHEDULE AS NEEDED FOR ACTUAL HARDWARE SET. 3. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED.2. 1.NOTES:CABLE TYPE AND SIZE MUST COMPLY WITH ALL ESTABLISHED REQUIREMENTS AND APPLICABLE CODES. 6 CONDUCTOR 18 AWG. FOR CARD READER FINISHED FLOOR FINISHED CEILING FINISHED CEILING MAGNETIC DOOR CONTACT SWITCH EMBEDDED IN DOOR & DOOR FRAME 2-CONDUCTOR 18 AWG. FOR MAGNETIC CONTACT FINISHED FLOOR 4-CONDUCTOR 18 AWG. FOR LATCH POWER & REQUEST TO EXIT SWITCH ELECTRIC HINGE (PROVIDED BY DOOR HARDWARE INSTALLER) REQUEST TO EXIT SWITCH FOR MAGNETIC DOOR POSITION SWITCH, INTEGRATED IN DOOR HARDWARE UNSECURE SIDE SECURE SIDE 4" x 4" SQUARE J-BOX 1" CONDUIT TO ACCESSIBLE CEILING SPACE CABLE FOR COMMUNICATION AND LOW VOLTAGE POWER FINISHED CEILING DOOR HARDWARE SHOWN FOR GRAPHICAL ILLUSTRATION ONLY, REFERENCE DIVISION 8 HARDWARE SCHEDULE AS NEEDED FOR ACTUAL HARDWARE SET. 3. ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED.2. 1.NOTES:CABLE TYPE AND SIZE MUST COMPLY WITH ALL ESTABLISHED REQUIREMENTS AND APPLICABLE CODES. FINISHED FLOOR FINISHED CEILING FINISHED CEILING MAGNETIC DOOR CONTACT SWITCH EMBEDDED IN DOOR & DOOR FRAME 2-CONDUCTOR 18 AWG. FOR MAGNETIC CONTACT FINISHED FLOOR 4-CONDUCTOR 18 AWG. REQUEST TO EXIT SWITCH POWER TRANSFER HINGE (PROVIDED BY DOOR HARDWARE INSTALLER) UNSECURE SIDE SECURE SIDESECURE SIDEUNSECURE SIDE 6" 44" A.F.F. MAGNETIC DOOR CONTACT SWITCH EMBEDDED IN DOOR & DOOR FRAME FINISHED CEILING FINISHED FLOOR ELECTRIC DOOR LATCH WITH REQUEST TO EXIT SWITCH FINISHED CEILING FINISHED FLOOR 6 CONDUCTOR 18 AWG. FOR CARD READER 2.ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. 3.DOOR HARDWARE SHOWN FOR GRAPHICAL ILLUSTRATION ONLY, REFERENCE DIVISION 8 HARDWARE SCHEDULE AS NEEDED FOR ACTUAL HARDWARE SET. CABLE TYPE AND SIZE MUST COMPLY WITH ALL ESTABLISHED REQUIREMENTS AND APPLICABLE CODES.NOTES:1. POWER TRANSFER HINGE (PROVIDED BY DOOR HARDWARE INSTALLER) CARD READER PROVIDE DOUBLE GANG BOX WITH SINGLE GANG MUD RING. REFERENCE FLOOR PLANS FOR REQUIRED PLACEMENT. 2-CONDUCTOR 18 AWG. FOR MAGNETIC CONTACT 4 CONDUCTOR 18 AWG. FOR LATCH POWER & REQUEST TO EXIT SWITCH 4 CONDUCTOR 18 AWG. FOR LATCH POWER & REQUEST TO EXIT SWITCH CABLE FOR COMMUNICATION AND LOW VOLTAGE POWER 1" CONDUIT TO ACCESSIBLE CEILING SPACE 4" x 4" SQUARE J-BOX SECURE SIDEUNSECURE SIDE MAGNETIC DOOR CONTACT SWITCH EMBEDDED IN DOOR & DOOR FRAME FINISHED CEILING FINISHED FLOOR DOOR LATCH WITH REQUEST TO EXIT SWITCH FINISHED CEILING FINISHED FLOOR 2.ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. 3.DOOR HARDWARE SHOWN FOR GRAPHICAL ILLUSTRATION ONLY, REFERENCE DIVISION 8 HARDWARE SCHEDULE AS NEEDED FOR ACTUAL HARDWARE SET. CABLE TYPE AND SIZE MUST COMPLY WITH ALL ESTABLISHED REQUIREMENTS AND APPLICABLE CODES.NOTES:1. POWER TRANSFER HINGE (PROVIDED BY DOOR HARDWARE INSTALLER) 2-CONDUCTOR 18 AWG. FOR MAGNETIC CONTACT 4 CONDUCTOR 18 AWG. FOR REQUEST TO EXIT SWITCH 4 CONDUCTOR 18 AWG. FOR REQUEST TO EXIT SWITCH CABLE FOR COMMUNICATION AND LOW VOLTAGE POWER 1" CONDUIT TO ACCESSIBLE CEILING SPACE 4" x 4" SQUARE J-BOX 4131 N. Central Expressway, Suite 200 Dallas, Texas 75204 ©Copyright 2017 Phone: 214-540-5900 Fax: 214-540-5940 TLC NO: E N G I N E E R I N G F O R A R C H I T E C T U R E TLC TX REGISTRATION NO: F-004790TLC Engineering for Architecture, Inc. www.tlc-engineers.com DATE JOB ISSUES 217020 54618 JOHN M. JOHNSON A RPEESANOISS EFONIGNELSROETATX ETF DESNECIL 9/18/2018 9:24:15 PMT08-02 TECHNOLOGY DETAILS 09/18/2018 17008.0000 09.18.2018 T08-02TECHNOLOGY DETAILS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 09/18/2018 No Scale SECURITY SINGLE DOOR - MAGNETIC DOOR POSITION SWITCH (DPS) - DOOR TYPE "A"1No Scale SECURITY SINGLE DOOR - ELECTRIC MORTISE LOCK WITH CARD READER TYPE "D"4 No Scale SECURITY SINGLE GLASS DOOR - MAGNETIC DOOR POSITION SWITCH (DPS) - DOOR TYPE "B"2No Scale SECURITY DOUBLE GLASS DOOR - QEL ELECTRIC LATCH WITH CARD READER AND DPS - DOOR TYPE 'E'5 No Scale SECURITY DOUBLE GLASS DOOR - MAGNETIC DOOR POSITION SWITCH (DPS) - DOOR TYPE 'C'3 REVISIONS DATE JOB ISSUES 9/13/2018 3:29:03 PMAV0-00 GENERAL NOTES 03.15.2018 17008.0000 09.18.2018 AV0-00GENERAL NOTES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 AV - Sheet List Sheet Number Sheet Name AV0-00 GENERAL NOTES AV0-01 AV SYMBOLS AV0-03 AV SCHEDULES AV0-31 AV SIGNAL FLOW 1 AV0-32 AV SIGNAL FLOW 2 AV1-01 AV FLOOR PLAN - LEVEL ONE AV3-01 AV REFLECTED CEILING PLAN - LEVEL ONE AV3-02 AV REFLECTED CEILING PLAN - TECHNICAL LEVEL AV4-01 AV MULTIPURPOSE ROOM DETAIL AV4-02 AV THEATER DETAIL - LEVEL ONE AV4-03 AV THEATER DETAIL - TECHNICAL LEVEL AV4-04 AV THEATER DETAIL - CATWALK LEVEL AV4-05 AV THEATER DETAIL - LOUDSPEAKER DETAIL AV4-06 AV DETAIL - EXTERIOR GARDEN AV6-01 AV THEATER SECTIONS AV6-02 AV MULTIPURPOSE SECTIONS AV6-03 AV BUILDING SECTIONS AV7-01 AV PLATES & PANELS 1 AV7-02 AV PLATES & PANELS 2 AV7-03 AV PLATES & PANELS 3 AV7-04 AV PLATES & PANELS 4 AV7-05 AV PLATES & PANELS 5 AV7-06 AV PLATES & PANELS 6 AV8-01 AV RACK DRAWINGS 1 AV8-02 AV RACK DRAWINGS 2 REVISIONS DATE JOB ISSUES 9/13/2018 3:29:05 PMAV0-01 AV SYMBOLS 03.15.2018 17008.0000 09.18.2018 AV0-01AV SYMBOLS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REVISIONS DATE JOB ISSUES 9/13/2018 3:29:06 PMAV0-03 AV SCHEDULES 03.15.2018 17008.0000 09.18.2018 AV0-03AV SCHEDULES2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 Schedule of Terminations Wire Group QTY Wire Type Route To D 2 STP ZE DH CATWALK INTERFACE A 2 MIC ZE B 2 COMM ICOM 2 B 2 LINE ZE C 4 LS10 ZE D 2 COAX ZE D 2 STP ZE DI ROOM MIC INTERFACE A 2 MIC ZE DJ BOOTH MIX INTERFACE B 2 COMM ICOM 2 B 4 LINE ZE D 2 COAX ZE D 4 STP ZE DK HOUSE MIX INTERFACE B 2 COMM ICOM 2 B 4 LINE ZE D 2 COAX ZE D 4 STP ZE DM MIC ANTENNA D 1 ANT ZE DN ASSISTIVE LISTENING ANTENNA D 1 ANT ZE DQ CAMERA INTERFACE D 2 COAX ZE D 2 STP ZE DT TECH TABLE INTERFACE A 1 MIC ZE B 2 COMM ICOM 2 D 2 COAX ZE D 2 STP ZE EP PENDANT SPEAKER C 1 70V6 ZE FB STAGE MANAGER INTERFACE A 1 MIC ZE B 2 COMM ICOM 2 D 2 COAX ZE D 2 STP ZE FC INTERCOM PLUGBOX B 2 COMM ICOM 2 FD DISPLAY INTERFACE D 2 STP ZE FE INTERCOM PLUGBOX B 4 COMM ICOM 1/2 FF BACKSTAGE PAGING PANEL A 1 MIC ZE D 1 STP ZE FH VOLUME CONTROL D 1 STP ZE FJ SURFACE MOUNT SPEAKER C 1 70V6 ZE FX CONTROL PANEL D 1 STP ZE GA ANCILLARY INTERFACE A 2 MIC ZB B 1 COMM ICOM 3 B 2 LINE ZB C 2 LS10 ZB D 1 COAX ZB D 2 STP ZB GM MIC ANTENNA D 1 ANT ZB GN ASSISTIVE LISTENING ANTENNA D 1 ANT ZB GP ANCILLARY INTERFACE D 2 COAX ZB D 2 STP ZB GS PROJECTION SCREEN INTERFACE D 1 STP ZB GX CONTROL PANEL D 1 STP ZB HL SURFACE MOUNT SPEAKER C 1 70V6 ZB ZB THEATER EQUIPMENT RACK B 4 COMM ICOM 1/2 B 4 LINE ZE D 8 COAX ZE D 8 STP ZE E 2 MM FIBER ZE E 4 SM FIBER ZE ZE THEATER EQUIPMENT RACK B 4 COMM ICOM 1/2 Schedule of Terminations Wire Group QTY Wire Type Route To AA DOWNSTAGE INTERFACE A 6 MIC ZB B 2 COMM ICOM 1 B 2 LINE ZB C 4 LS10 ZB D 2 COAX ZB D 4 STP ZB AC UPSTAGE INTERFACE A 4 MIC ZB B 2 COMM ICOM 1 B 2 LINE ZB C 4 LS10 ZB D 2 COAX ZB D 4 STP ZB AE FLOOR POCKET A 4 MIC ZB B 2 LINE ZB C 4 LS10 ZB D 2 COAX ZB D 2 STP ZB AH HOUSE CATWALK INTERFACE B 2 COMM ICOM 1 B 2 LINE ZB C 4 LS10 ZB D 2 COAX ZB D 2 STP ZB AI ROOM MIC INTERFACE A 2 MIC ZB AJ BOOTH MIX INTERFACE B 2 COMM ICOM 1 B 4 LINE ZB D 2 COAX ZB D 4 STP ZB AK HOUSE MIX INTERFACE B 2 COMM ICOM 1 B 4 LINE ZB D 2 COAX ZB D 4 STP ZB AM MIC ANTENNA D 1 ANT ZB AN ASSISTIVE LISTENING ANTENNA D 1 ANT ZB AP PROJECTOR INTERFACE D 2 COAX ZB D 2 STP ZB AQ CAMERA INTERFACE D 2 COAX ZB D 2 STP ZB AT TECH TABLE INTERFACE A 1 MIC ZB B 2 COMM ICOM 1 D 2 COAX ZB D 2 STP ZB BA CENTER LOUDSPEAKER C 2 LS10 ZB BB LEFT/RIGHT LOUDSPEAKER C 2 LS10 ZB BC SUBWOOFER C 4 LS10 ZB BD FRONT FILL C 2 LS10 ZB BI SURROUND LOUDSPEAKER C 2 LS10 ZB BK BOOTH CEILING SPEAKER C 1 70V6 BK or ZB BO CEILING SPEAKER C 1 70V6 BO or ZB BP PENDANT SPEAKER C 1 70V6 BP or BQ or ZB BQ SURFACE MOUNT SPEAKER C 1 70V6 BQ or BP or ZB CB STAGE MANAGER INTERFACE A 1 MIC ZB B 2 COMM ICOM 1 D 2 COAX ZB D 2 STP ZB CC INTERCOM PLUGBOX B 2 COMM ICOM 1 CD DISPLAY INTERFACE D 2 STP ZB CF LOBBY PAGING PANEL A 1 MIC ZB D 1 STP ZB CH VOLUME CONTROL D 1 STP ZB CX CONTROL PANEL D 1 STP ZB DA STAGE INTERFACE A 2 MIC ZE B 2 COMM ICOM 2 B 2 LINE ZE C 2 LS10 ZE D 2 COAX ZE Back Box Schedule Term Back Box Depth Back Box Height Back Box Width Box Manufacturer Box Type QTY AA 6" 10" 10" -- 10X10X6 2 AC 4" 8" 10" -- 10X8X4 1 AE 6 3/16" 13 1/2" 15" FSR FL-640-6-B 2 AH 4" 8" 6" -- 8X6X4 4 AI 4" 4" 4" -- 4X4X4 1 AJ 4" 10" 8" -- 10X8X4 1 AK 6 3/32" 12 5/32" 13 1/2" FSR FL-600-6-B 1 AM 4" 4" 4" -- 4X4X4 2 AN 4" 4" 4" -- 4X4X4 1 AP 4" 6" 4" -- 6X4X4 2 AQ 4" 6" 4" -- 6X4X4 1 AT 6 3/32" 12 5/32" 13 1/2" FSR FL-600-6-B 1 AU 4" 8" 6" -- 8X6X4 2 BA 4" 4" 4" -- 4X4X4 1 BB 4" 4" 4" -- 4X4X4 2 BC 4" 4" 4" -- 4X4X4 1 BD 4" 4" 4" -- 4X4X4 4 BI 4" 4" 4" -- 4X4X4 7 BK 0" 0" 0" -- LOUDSPEAKER TYPE 1 2 BO 0" 0" 0" -- LOUDSPEAKER TYPE 1 18 BP 0" 0" 0" -- LOUDSPEAKER TYPE 2 12 BQ 4" 4 1/2" 2 3/4" -- 1 GANG 6 CB 6" 6" 6" -- 6X6X6 1 CC 4" 4" 4" -- 4X4X4 6 CD 3 7/8" 9" 14 1/4" Chief PAC525FC 9 CF 4" 4 1/2" 6 3/8" -- 3 GANG 1 CH 4" 4 1/2" 2 3/4" -- 1 GANG 5 CX 4" 4 1/2" 4 9/16" -- 2 GANG 2 DA 4" 10" 8" -- 10X8X4 5 DH 4" 10" 8" -- 10X8X4 6 DI 4" 4" 4" -- 4X4X4 1 DJ 4" 10" 8" -- 10X8X4 1 DK 4" 10" 8" -- 10X8X4 1 DM 4" 4" 4" -- 4X4X4 4 DN 4" 4" 4" -- 4X4X4 1 DQ 4" 6" 4" -- 6X4X4 1 DT 6" 6" 6" -- 6X6X6 1 EK 0" 0" 0" -- LOUDSPEAKER TYPE 1 2 EO 0" 0" 0" -- LOUDSPEAKER TYPE 1 8 EP 0" 0" 0" -- LOUDSPEAKER TYPE 2 11 FB 6" 6" 6" -- 6X6X6 1 FC 4" 4" 4" -- 4X4X4 1 FD 3 7/8" 9" 14 1/4" Chief PAC525FC 4 FE 4" 4" 6" -- 6X4X4 5 FF 4" 4 1/2" 6 3/8" -- 3 GANG 1 FH 4" 4 1/2" 2 3/4" -- 1 GANG 7 FJ 4" 4 1/2" 2 3/4" -- 1 GANG 1 FX 4" 4 1/2" 4 9/16" -- 2 GANG 1 GA 4" 10" 8" -- 10X8X4 4 GM 4" 4" 4" -- 4X4X4 2 GN 4" 4" 4" -- 4X4X4 1 GO 0" 0" 0" -- LOUDSPEAKER TYPE 3 12 GP 4" 6" 4" -- 6X4X4 1 GS 4" 4" 4" -- 4X4X4 1 GX 4" 4 1/2" 4 9/16" -- 2 GANG 2 HL 4" 4 1/2" 2 3/4" -- 1 GANG 3 HP 4" 4 1/2" 4 9/16" -- 2 GANG 1 ZK 8" 24" 16" -- Company Switch 1 AV Power Schedule Term Term QTY AVTP 120V/20A RECEPTACLE TYPE CIRCUIT COUNT AVTP 120V/30A RECEPTACLE TYPE CIRCUIT COUNT NTP 120V/20A RECEPTACLE TYPE CIRCUIT COUNT AA 2 YES DUPLEX 1 0 0 AC 1 YES DUPLEX 1 0 0 AE 2 YES DUPLEX 1 0 0 AH 4 YES DUPLEX 1 0 0 AJ 1 YES QUAD 2 0 0 AK 1 YES QUAD 2 0 0 AP 2 0 YES DUPLEX 1 0 AT 1 YES DUPLEX 1 0 0 AU 2 YES DUPLEX 1 0 0 CB 1 YES DUPLEX 1 0 0 CD 9 0 0 YES DUPLEX 1 DA 5 YES DUPLEX 1 0 0 DH 6 YES DUPLEX 1 0 0 DJ 1 YES QUAD 2 0 0 DK 1 YES QUAD 2 0 0 DT 1 YES DUPLEX 1 0 0 FB 1 YES DUPLEX 1 0 0 FD 4 0 0 YES DUPLEX 1 GA 4 YES DUPLEX 1 0 0 GP 1 YES DUPLEX 1 0 0 HP 1 0 0 YES QUAD 2 ZB 2 YES L5-20 4 YES L5-30 3 0 ZD 1 YES L5-20 3 YES L5-30 2 0 REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 1 AV SIGNAL FLOW 1AV0-31DATEJOB03.15.201817008.000009.18.2018ISSUESREVISIONS2105.01.2018ISSUE FOR BID09.18.2018ISSUE FOR CONSTRUCTION345678910 AV SIGNAL FLOW 2AV0-32DATEJOB03.15.201817008.000009.18.2018ISSUESREVISIONS2105.01.2018ISSUE FOR BID09.18.2018ISSUE FOR CONSTRUCTION345678910 F.E.C.F.E.C.F.E.C.F.E.C.F.E.C.F.E.C. UP GG D B JJ H F C A 1' - 8"24' - 6 1/2"12' - 1 3/4"25' - 8"25' - 8"7' - 6"17' - 11"24' - 8"9' - 4"14' - 8"2' - 1"4' - 3 1/4"8' - 4 3/4"10' - 8"8' - 8"8' - 8"9' - 1 3/4"8' - 10 1/4"15' - 8 1/4"22' - 9"18' - 10 3/8"23' - 2"20' - 5 3/8"28' - 4"9' - 4"14' - 8"2' - 1"MULTI-PURPOSE 111 LOBBY 100 VEST 100A OFFICE 106 OFFICE 108 WRR 113 JAN 129 MRR 125 SLL 150 LIFT 105B STOR 104 SLL 151 BLACK BOX 149 TICKET 107 STAGING KITCHEN 116 ELECTRICAL 117 STORAGE 119 STAGE 135 APRON 134 SLL 133 DRESSING 156 SLL 153 DRESSING 154 ALCOVE 112 LOBBY 110 SLL 152 T P M W R N L ALCOVE 126 STOR 127 TOILET 157 UTILITY 158B TOILET 155 TOILET 142 DRESSING 143 DRESSING 141 MECHANICAL 118 STORAGE 139 PIANO 140 STOR 145 TOILET 144 VANITY 124 STORAGE 121 STUDIO 120 LOUNGE 122 CORRIDOR 138 CORRIDOR 146 PREFUNCTION 102 CONCESSION 103 SHOP 160 OFFICE 162 GREENROOM 164 OFFICE 163 PREFUNCTION 101 CL CL DATA 115 13 19 2210 EMERG. ELEC. 114 VEST 110B 110B110A111B111C159 STORAGE 158A 3532 30 30282520 34 34 24 23 26 29 3127 BB-2BB-1 2111 6 6 4 4 2 2 1271 8 935 YY Z Z T8T8 T9 K BB-C BB-A BB-B H2 H3 H4H1 14 18 XX T0 S Q STAGING 147 TOILET 123 SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A 26.9214' - 0"16' - 7" 7' - 5" 8' - 8" 2' - 8" 20' - 0" 18' - 8" 19' - 4" 2' - 8" 19' - 4" 2' - 8" 20' - 8"26' - 8"26' - 0" 9' - 4" 13' - 4" 2' - 1" 17' - 11" 17' - 11" 12' - 2" 13' - 1" 10' - 11" 14' - 7" 14' - 7" 10' - 11" 13' - 1" 10' - 7" 9' - 3" 19' - 7" 12' - 3 3/4" 16' - 11 1/4" 2' - 1" 198' - 0" 18' - 8" 2' - 8" 15' - 4" 11' - 4" 24' - 0" 2' - 8" 28' - 0" 2' - 8" 24' - 0" 10' - 4" 19' - 8" 2' - 8" 19' - 4" 2' - 8" 14' - 0"165' - 10 1/4"16' - 8" 7' - 4" 16' - 8" 2' - 8" 8' - 0" 6' - 8" 18' - 8" 2' - 8" 18' - 0" 2' - 8" 18' - 0" 2' - 8" 18' - 0" 7' - 11" 10' - 8" 1' - 8" 6' - 9 1/2" 17' - 11" 17' - 11" 11' - 5" 14' - 4" 4' - 4" 10' - 0" 10' - 8" 10' - 8" 10' - 0" 4' - 4" 14' - 4" 10' - 8" 9' - 4" 14' - 8" 4' - 0" 18' - 8" 10' - 7" 7' - 5 1/2" 1' - 8" 211' - 5" STORAGE 140B 7" 6' - 8" 129 127 125113132A133A132B133B135A135B119121145141143139140140B163162164153A153B156158B158A154152A152B150B151B151A100C100D100B100A146130118117135D135E111A 108 106 150A 105 104 136A 136 135C 160A 155 157 122 123 120A 137 137A 114 115 116 142 144 160B 120B LIFT LOBBY 105A 138A 138B CORRIDOR 1305' - 8"2' - 8"2' - 8"2' - 8"5' - 8"8' - 8" 4' - 0" 6' - 0"6' - 4" 3' - 4" 5' - 8" 2' - 2" 5' - 10" CONCRETE BENCH, REF. LANDSCAPE 1' - 10" 9' - 8" 7' - 4" 2' - 8" 5' - 4" 2' - 8" 3' - 4" 2' - 8" 5' - 4"4' - 4" 2' - 8" 2' - 8" 2' - 8" 4' - 4" 12' - 3" 6' - 4" 2' - 4" 7' - 7 3/4" 11' - 7 1/2" 7' - 7 3/4" 1' - 0"7"10 5/8"13' - 5 3/4"9' - 5 3/4"9 7/8"4' - 5 3/4" 3' - 0" 1' - 1 1/4" 6" 3' - 0" 6' - 2 1/4" 13' - 2 3/4" 4' - 4" 2' - 1" 8' - 7" 9' - 4" 4' - 8"2' - 1"CL13' - 10" 9' - 1"2' - 0"1' - 8"1' - 9"4 1/4"4' - 0 1/8" 5' - 10 1/4" 5' - 10 1/4" 4' - 4 1/2" 9' - 3" 8' - 11 1/4" 5' - 9 3/4" 2' - 8" 17' - 4" 17' - 4" 2' - 8" 2' - 1"2' - 1"2' - 1"2' - 1"29' - 10"21' - 3"10' - 8"16' - 2"13' - 2"11' - 5"11' - 7 3/4"A6-D F6-DA E6-DA B6-DA B6-DA F6-DA F6-DA B6-DAF3-DA F3-DA A6-D A6-D A6-D A6-D A6-D F6-DA F3-CA F6-DA B6-DA A6-D A6-D E3-D B6-DA B6-DA F3-DA B6-DA B6-DA A3-DA F6-DAB6-DA B6-DA B6-DA E3-CF3-DA F3-DA 1 AV6-01 2 AV6-02 AV4-02 1 1 AV6-02 AV4-01 1 1 AV6-03 P ITAK- 9PAT- 9 PAE- 9 PAE- 9 PAA- 2 PAC- 2 PDA- 2 PDA- 2 PDA- 2PDA- 2 PDA- 2PDK- 2 PDT- 2 PGA- 2 PGA- 2 PGA- 2 PGA- 2 GX- 4 GX- 4 CH- 3 CH- 3 FH- 3 FH- 3 FH- 3 FH- 3 FH- 3FH- 3 CH- 3 CX- 4 CF- 4 FX- 4 NCD- 6 NCD- 6 N ITCD- 6 NFD- 6 NFD- 6 NFD- 6 NCD- 6 FE- 2 FE- 2 FE- 2 FE- 2 CC- 2 NCD- 6 BD- 6BD- 6 CX- 4 FF- 3 BC- 6 FJ- 5 AV4-05 1 PAA- 2 3 AV6-03 BD- 6 BD- 6 4 AV6-03 2 AV6-03 6 AV6-03 7 AV6-03 NCD- 6NCD- 6 NFD- 6 5 AV6-03 CC- 7 CC- 7 ZK- 6 NCD- 6 FE- 2 CH- 3 PROVIDE INFRASTRUCTURE ONLY TO "CD" AND "CH" IN ROOM 108 LEX CS-200F-C5DB1 COMPANY SWITCH 200A 3P 120V HL- 6 HL- 6 HL- 6 N ITCD- 6 1 1 1 1 DATE JOB ISSUES 9/13/2018 3:29:08 PMAV1-01 AV FLOOR PLAN - LEVEL ONE 03.15.2018 17008.0000 09.18.2018 AV1-01AV FLOOR PLAN - LEVEL ONE2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/8" = 1'-0"1 FLOOR PLAN - LEVEL 01 - MAIN HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 G D B J H F C A T P M W R L CL13 19 2210 35 32 30 28 2520 34 24 23 26 29 3127 BB-2 BB-1 21 11 642 127 1 8 935 Y Z T8 T9 K BB-C BB-A BB-B H2 H3 H4H1 14 18 X T0 S Q 26.9 1 AV6-03 BO- 1 BO- 1 BO- 1 BO- 1 BO- 1BO- 1 BO- 1 BO- 1 BO- 1 BO- 1 BO- 1 BO- 1BO- 1 EO- 1 EO- 1 EO- 1 EO- 1 EO- 1EO- 1 EO- 1 EO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 EP- 1 BO- 1 BO- 1 BP- 1 EP- 1 BP- 1 EP- 1 BO- 1 AV4-01 2 BO- 1 GM- 1 GM- 1 P ITGP- 1 EP- 1 EP- 1 EP- 1 EP- 1 EP- 1 EP- 1 EP- 1 BP- 1 BP- 1 BP- 1 BP- 1 DM- 1 DM- 1P ITAP- 1 PIPE DOWN FROM CEILING ABOVE BP- 1BP- 1 BP- 1 BP- 1 BO- 1 PROVIDE INFRASTRUCTURE ONLY GN- 1GS- 1 BP- 1 BP- 1 EP- 1 BQ- 1 BQ- 1 BQ- 1BQ- 1 BQ- 1 BQ- 1 1 1 1 SUSPEND BACKSTAGE COORIDOR PENDANT LOUDSPEAKERS AT 14' AFF. DATE JOB ISSUES 9/13/2018 3:29:12 PMAV3-01 AV REFLECTED CEILING PLAN - LEVEL ONE 03.15.2018 17008.0000 09.18.2018 AV3-01AV REFLECTED CEILING PLAN - LEVEL ONE2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/8" = 1'-0"1 RCP - LEVEL 01 - MAIN HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 J P M W CL T1 T2 T3 T4 T5 T6 13 19 2210 32 30 28 2520 24 23 26 29 3127 BB-1 21 11 12 Y T8 T9 K BB-C BB-A BB-B H2 H3 H4H1 14 18 X T7 T0 S Q 26.9 1 AV6-01 2 AV6-01 EK- 1 EK- 1BK- 1 BK- 1 PAP- 1 MAINTAIN MANUFACTURER THERMAL CLEARANCCE REQUIREMENTS DATE JOB ISSUES 9/13/2018 3:29:13 PMAV3-02 AV REFLECTED CEILING PLAN - TECHNICAL LEVEL 03.15.2018 17008.0000 09.18.2018 AV3-02AV REFLECTED CEILING PLAN - TECHNICAL LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 HALL M.P. B.B. REVISIONS F.E.C.G D B H F C A 642 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 GO- 1 P ITGP- 1 GM- 1 GM- 1GN- 1 PROJECTOR -PIPE DOWN FROM STRUCTURE ABOVE FOR PROJECTOR MOUNT. GS- 1 1 G D B H F C A 642 2 AV6-02 1 AV6-02 PGA- 2 PGA- 2 PGA- 2 PGA- 2 GX- 4 GX- 4 DATE JOB ISSUES 9/13/2018 3:29:15 PMAV4-01 AV MULTIPURPOSE ROOM DETAIL 03.15.2018 17008.0000 09.18.2018 AV4-01AV MULTIPURPOSE ROOM DETAIL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 3/8" = 1'-0"2 RCP - MULTIPURPOSE DETAIL - LEVEL 01 3/8" = 1'-0"1 MULTIPURPOSE ROOM DETAIL - LEVEL 01 HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 F.E.C.F.E.C.F.E.C. J P M W CL13 19 2210 32 30 28 2520 34 24 23 26 29 3127 BB-2 BB-1 21 11 127 8 9 Y Z T8 T9 K BB-C BB-A BB-B H2 H3 H4H1 14 18 X T0 S Q 26.9 1 AV6-01 2 AV6-01 PAA- 2 PAC- 2 PDA- 2 PDA- 2 PDA- 2PDA- 2 PDA- 2PDK- 2 PDT- 2 CH- 3 CH- 3 FH- 3 FH- 3 FH- 3 FH- 3 FH- 3FH- 3 CH- 3 CF- 4 NCD- 6 NCD- 6 NFD- 6 NFD- 6 NFD- 6 NCD- 6 FE- 2 FE- 2 FE- 2 FE- 2 NCD- 6 FF- 3 FJ- 5 P ITAK- 9 PAT- 9 PAE- 9 PAE- 9 BD- 6BD- 6 BC- 6 PAA- 2 3 AV6-03 4 AV6-03 6 AV6-03 7 AV6-03 BD- 6 BD- 6 NCD- 6 NCD- 6 5 AV6-03 ZK- 6 NFD- 6 CH- 3 FE- 2 NCD- 6 LEX CS-200F-C5DB1 COMPANY SWITCH 200A 3P 120V CC- 7 CC- 7 DATE JOB ISSUES 9/13/2018 3:29:16 PMAV4-02 AV THEATER DETAIL - LEVEL ONE 03.15.2018 17008.0000 09.18.2018 AV4-02AV THEATER DETAIL - LEVEL ONE2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 3/16" = 1'-0"1 THEATER DETAIL - 01 LEVEL ONE HALL M.P. B.B. REVISIONS F.E.C.F.E.C. J P M W CL13 19 2210 32 30 28 2520 34 24 23 26 29 3127 BB-2 BB-1 21 11 127 8 9 Y Z T8 T9 K BB-C BB-A BB-B H2 H3 H4H1 14 18 X T0 S Q 26.9 1 AV6-01 P ITZB- 8 PAJ- 2 PCB- 2 CC- 2CH- 3 PDJ- 2 PFB- 2 FC- 2FH- 3 PZD- 8 DQ- 6 AQ- 6 BI- 6 BI- 6 BI- 6 BI- 6 BI- 6BI- 6 DN- 6 BB- 6BB- 6 DATE JOB ISSUES 9/13/2018 3:29:17 PMAV4-03 AV THEATER DETAIL - TECHNICAL LEVEL 03.15.2018 17008.0000 09.18.2018 AV4-03AV THEATER DETAIL - TECHNICAL LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 3/16" = 1'-0"1 THEATER DETAIL - 03 TECHNICAL LEVEL HALL M.P. B.B. REVISIONS J P M W CL T1 T2 T3 T4 T5 T6 13 19 2210 32 30 28 2520 34 24 23 26 29 3127 BB-2 BB-1 21 11 127 8 9 Y Z T8 T9 K BB-C BB-A BB-B H2 H3 H4H1 14 18 X T7 T0 S Q 26.9 1 AV6-01 2 AV6-01 PDH- 7 PDH- 7 AN- 6 AM- 7AM- 7 AI- 7 PAH- 7 PAH- 7 PAH- 7 BA- 7 PAU- 7 PAU- 7 DM- 7 DI- 7 PDH- 7 PDH- 7 CC- 2 CC- 2 PDH- 7DM- 7 PDH- 7 PAH- 7 1 1 1 DATE JOB ISSUES 9/13/2018 3:29:18 PMAV4-04 AV THEATER DETAIL - CATWALK LEVEL 03.15.2018 17008.0000 09.18.2018 AV4-04AV THEATER DETAIL - CATWALK LEVEL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 3/16" = 1'-0"1 THEATER DETAIL - 07 CATWALK LEVEL HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 UP STAGE 135 APRON 134 SLL 133 P M CL CL 2210 24111278 T8T8 T9 K H2 H3 H4H1 14 18 X T0 Q SLL 132 HALL 131 STORAGE 137A TECH. STAIR 137 TECH. STAIR 136 STORAGE 136A132A133A132B133B 135A135B135D135E136A 136 135C 137 137A 29' - 10"21' - 3"10' - 8"16' - 2"13' - 2"11' - 5"1 AV6-01 2 AV6-01 MAIN LEFT/RIGHT FRONT FILLS CENTER SUBWOOFERS UNDER DECK IN STAGE LIP ABOVE ACOUSTIC REFLECTOR24' - 11" DATE JOB ISSUES 9/13/2018 3:29:21 PMAV4-05 AV THEATER DETAIL - LOUDSPEAKER DETAIL 03.15.2018 17008.0000 09.18.2018 AV4-05AV THEATER DETAIL - LOUDSPEAKER DETAIL2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 3/16" = 1'-0"1 THEATER DETAIL - LOUDSPEAKER LOCATIONS HALL M.P. B.B. REVISIONS G D B F C A 1 HL- 6 HL- 6 HL- 6 3532302825342629 NHP- 2 DATE JOB ISSUES 9/13/2018 3:29:22 PMAV4-06 AV DETAIL - EXTERIOR GARDEN 03.15.2018 17008.0000 09.18.2018 AV4-06AV DETAIL - EXTERIOR GARDEN2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 3/16" = 1'-0"1 DETAIL - WEST GARDEN 3/16" = 1'-0"2 DETAIL - EAST GARDEN ALTERNATE #2 ALTERNATE #3 HALL M.P. B.B. REVISIONS LEVEL 01 - MAIN 0' - 0" FLOOR PLAN - LEVEL 07 - CATWALK 24' - 0" 06-FOLLOW SPOT 22' - 0"05-STAGE CATWALK 20' - 0" 04-BB CATWALK 18' - 0" 02-GALLERY 9' - 0" 08-UPPER CATWALK 28' - 0" LEVEL 03 - TECHNICAL 12' - 0" 2 AV6-01 CENTER MAIN LEFT/RIGHT FRONT FILLS SUBWOOFERS9' - 0 1/2"PROJECTION SCREEN DOWN STAGE POSITION PROJECTOR 22' - 9 1/2"3' - 3"20' - 0"PAP- 1 BI- 6 BI- 6 BI- 6 BC- 6 BD- 6 SUSPEND FROM STRUCTURE ABOVE SUSPEND FROM STRUCTURE ABOVE 12' - 0"10' - 0"10' - 0"IN STAGE LIP 15' - 6"BB- 6 1 MOUNT TO PROSCENIUM WALL UNDER STAGE AQ- 6 LEVEL 01 - MAIN 0' - 0" FLOOR PLAN - LEVEL 07 - CATWALK 24' - 0" 06-FOLLOW SPOT 22' - 0"05-STAGE CATWALK 20' - 0" 04-BB CATWALK 18' - 0" 02-GALLERY 9' - 0" 08-UPPER CATWALK 28' - 0" LEVEL 03 - TECHNICAL 12' - 0" 1 AV6-01 MAIN LEFT/RIGHT CENTER FRONT FILLS SUBWOOFERS PROJECTION SCREEN 15' - 0"3' - 3"22' - 0"DATE JOB ISSUES 9/13/2018 3:29:26 PMAV6-01 AV THEATER SECTIONS 03.15.2018 17008.0000 09.18.2018 AV6-01AV THEATER SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/4" = 1'-0"1 THEATER EAST SECTION 1/4" = 1'-0"2 THEATER SOUTH SECTION 1. 12.13.2017 100% DESIGN DEVELOPMENT HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 LEVEL 01 - MAIN 0' - 0" FLOOR PLAN - LEVEL 07 - CATWALK 24' - 0" 06-FOLLOW SPOT 22' - 0" 05-STAGE CATWALK 20' - 0" 04-BB CATWALK 18' - 0" 02-GALLERY 9' - 0" 08-UPPER CATWALK 28' - 0" LEVEL 03 - TECHNICAL 12' - 0" 2 AV6-02 PGA- 2 GX- 4 PGA- 28' - 4"13' - 4"13' - 0"LEVEL 01 - MAIN 0' - 0" FLOOR PLAN - LEVEL 07 - CATWALK 24' - 0" 06-FOLLOW SPOT 22' - 0" 05-STAGE CATWALK 20' - 0" 04-BB CATWALK 18' - 0" 02-GALLERY 9' - 0" 08-UPPER CATWALK 28' - 0" LEVEL 03 - TECHNICAL 12' - 0" 1 AV6-02 PGA- 2PGA- 2 GM- 1 P ITGP- 1 PROJECTOR -PIPE DOWN FROM STRUCTURE ABOVE FOR PROJECTOR MOUNT.4' - 10"8' - 4"13' - 0"DATE JOB ISSUES 9/13/2018 3:29:27 PMAV6-02 AV MULTIPURPOSE SECTIONS 04/28/18 17008.0000 09.18.2018 AV6-02AV MULTIPURPOSE SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 3/8" = 1'-0"1 MULTIPURPOSE ROOM NORTH SECTION 3/8" = 1'-0"2 MULTIPURPOSE ROOM EAST SECTION HALL M.P. B.B. REVISIONS 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 06-FOLLOW SPOT 124' - 8" 04-BB CATWALK 118' - 0" CL35323028252034242629BB-2 BB-1 21 11 6 4 2127 18351418 05-PROSCENIUM 122' - 0" LEVEL 01 - MAIN 0' - 0" FLOOR PLAN - LEVEL 07 - CATWALK 24' - 0"06-FOLLOW SPOT 22' - 0" 05-STAGE CATWALK 20' - 0"04-BB CATWALK 18' - 0" 02-GALLERY 9' - 0" 08-UPPER CATWALK 28' - 0" LEVEL 03 - TECHNICAL 12' - 0" 1 AV6-01 6' - 8"NCD- 6 NCD- 6 NCD- 6 LOBBY PENDANT LOUDSPEAKER TRIM HEIGHT TO MATCH LIGHTING PENDANTS DM- 1 FX- 4 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 2 3 LEVEL 01 - MAIN 0' - 0" 02-GALLERY 9' - 0" LEVEL 03 - TECHNICAL 12' - 0"4' - 10 1/2"N ITCD- 6 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 30 LEVEL 01 - MAIN 0' - 0" 02-GALLERY 9' - 0" LEVEL 03 - TECHNICAL 12' - 0"5' - 1"5' - 1"FH- 3 NFD- 6 FH- 3 NFD- 6 01-MAIN 100' - 0" CL13 19 LEVEL 01 - MAIN 0' - 0" 02-GALLERY 9' - 0"5' - 1"5' - 1"NCD- 6 CH- 3 NCD- 6 CH- 3 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 3431 LEVEL 01 - MAIN 0' - 0" 02-GALLERY 9' - 0" LEVEL 03 - TECHNICAL 12' - 0"4' - 6 1/2"FE- 2 FH- 3 NFD- 6 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" LEVEL 01 - MAIN 0' - 0" 02-GALLERY 9' - 0" LEVEL 03 - TECHNICAL 12' - 0"4' - 9"NCD- 6 CH- 3 FE- 2 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 30 LEVEL 01 - MAIN 0' - 0" 02-GALLERY 9' - 0" LEVEL 03 - TECHNICAL 12' - 0"5' - 1"FF- 3FH- 3 NFD- 6 DATE JOB ISSUES 9/13/2018 3:29:29 PMAV6-03 AV BUILDING SECTIONS 03.15.2018 17008.0000 09.18.2018 AV6-03AV BUILDING SECTIONS2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 1/8" = 1'-0"1 CURTAIN WALL SECTION 3/8" = 1'-0"2 LOUNGE NORTH SECTION 3/8" = 1'-0"6 BLACKBOX DRESSING ROOM SOUTH SECTION 3/8" = 1'-0"7 THEATER DRESSING ROOM NORTH SECTION 3/8" = 1'-0"3 GREENROOM NORTH SECTION 3/8" = 1'-0"4 OFFICE 106 SECTION 3/8" = 1'-0"5 BACK OFFICE SECTION HALL M.P. B.B. REVISIONS XXXX XXXX XX PUSH XX PUSH XXXX XXXX XXXX XXXX XXXX XXXX XX PUSH XX PUSH XXXX XXXX XXXX XXXX XXXX XXXXXXPUSHXXPUSHXXXXXXXXXXXXXXXX XXXX XX PUSH XX PUSH XXXX XXXX XX PUSH XX PUSH XX XX XXXXXXXXXXXXXXXX XX PUSH XX PUSH XXXX XXXX M XX M XX MXXMXXM XX M XX M XX M XX XXPUSHXXPUSHXXPUSHXXPUSHXXPUSHXXXXXXXX Panel AA- DOWNSTAGE INTERFACE Box Size: 10"X 10"X 6"1 Panel AC- UPSTAGE INTERFACE Box Size: 8"X 10"X 4"2 Panel AE- FLOOR POCKET Box Size: 4 1/2"X 4 9/16"X 4"3 Panel AI- ROOM MIC Box Size: 4"X 4"X 4"5 Panel AJ- BOOTH MIX INTERFACE Box Size: 10"X 8"X 4"6 Panel AM- MIC ANTENNA Box Size: 4"X 4"X 4"8 Panel AN- ASSISTIVE LISTENING ANTENNA Box Size: 4"X 4"X 4"9Panel AK- HOUSE MIX INTERFACE Box Size: 4 1/2"X 8 3/16"X 4"7 Panel AH- HOUSE CATWALK INTERFACE Box Size: 8"X 6"X 4"4 ALL POWER RECEPTACLES TO MOUNT 3-6" ABOVE, BELOW OR BESIDE AV PANELS. 0' - 3" AUTO MIX INTERCOM TIE LINE VIDEO AV POWER MIC CAT 6 INTERCOM TIE LINE VIDEO AV POWER MIC CAT 6 AV POWER ? MIC TIE LINE CAT 6 VIDEO ? ? AUTO MIX SPEAKER MIC INTERCOM TIE LINE VIDEO AV POWER CAT 6 MIC ANTENNA ALS ANTENNA INTERCOM TIE LINE VIDEO AV POWER CAT 6 INTERCOM TIE LINE VIDEO AV POWER CAT 6 SPEAKER SPEAKER SPEAKER ? DANTE DANTE DATE JOB ISSUES 9/13/2018 3:29:29 PMAV7-01 AV PLATES & PANELS 1 03.15.2018 17008.0000 09.18.2018 AV7-01AV PLATES & PANELS 12 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REVISIONS XXXX XXXX XXXX XXXX M XX M XX M XX M XX XXXXXXXXXXXXXXM XX M XX Panel AP- PROJECTOR INTERFACE Box Size: 6"X 4"X 4"1 Panel AQ- CAMERA INTERFACE Box Size: 6"X 4"X 4"2 Panel BA- CENTER LOUDSPEAKER Box Size: 4"X 4"X 4"5 Panel BB- LEFT/RIGHT LOUDSPEAKER Box Size: 4"X 4"X 4"6 Panel BC- SUBWOOFER Box Size: 4"X 4"X 4"7 Panel BD- FRONT FILL Box Size: 4"X 4"X 4"8 Panel BI- SURROUND LOUDSPEAKER Box Size: 4"X 4"X 4"9 Panel AT- TECH TABLE INTERFACE Box Size: 4 1/2"X 8 3/16"X 4"3 VIDEO CAT 6 AV POWER VIDEO CAT 6 SPEAKER SPEAKER SPEAKER SPEAKER SPEAKER VIDEOCAT 6 AV POWER INTERCOMPAGE AU REMOVED FROM PROJECT 1 DATE JOB ISSUES 9/13/2018 3:29:30 PMAV7-02 AV PLATES & PANELS 2 03.15.2018 17008.0000 09.18.2018 AV7-02AV PLATES & PANELS 22 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REVISIONS 1 09.18.2018 CHANGE ORDER 01 NOTES: 1. AUDIO CONTRACTOR RESPONSIBLE FOR DETERMINING FINAL MOUNTING METHOD AND REQUIRED MOUNTING ACCESSORIES BASED ON CEILING TYPE AND INSTALLATION REQUIREMENTS. 2. USE SHORT LENGTH OF FLEX CONDUIT FROM ADJACENT LOW-VOLTAGE J-BOX TO RUN SIGNAL CABLE. TILE BRIDGE SEISMIC SUPPORT RING AS REQUIRED HOLD-DOWN "DOGS" CEILING XXXX PAGE MIC XXXX XXXX XXXXXX XXXX NOTE: CONCEPT ONLY; AUDIO CONTRACTOR RESPONSIBLE FOR DETERMINING FINAL MOUNTING METHOD AND REQUIRED MOUNTING ACCESORIES BASED ON CEILING TYPE AND INSTALLATION REQUIREMENTS. LOUDSPEAKER ANCHOR TO STRUCTURE ABOVE AND TERMINATE PER MANUFACTURER'S INSTRUCTIONS 1-GANG PANEL RE S E RV E D F OR I T ( B Y OT HE RS ) Panel BK / BO- CEILING SPEAKER1 Panel CC- INTERCOM PLUGBOX Box Size: 4"X 4"X 4"5 Panel CD- DISPLAY INTERFACE Box Size: 4 1/2"X 2 3/4"X 4"6 Panel CF- LOBBY PAGING PANEL Box Size: 4 1/2"X 6 3/8"X 4"7 Panel CH- VOLUME CONTROL Box Size: 4 1/2"X 2 3/4"X 4"8 Panel CX- CONTROL PANEL Box Size: 4 1/2"X 4 1/2"X 4"9 Panel CB- STAGE MANAGER INTERFACE Box Size: 6"X 6"X 6"4 Panel BQ- SURFACE MOUNT SPEAKER Box Size: 4 1/2"X 2 3/4"X 4"3 RUBBER GROMMET CHIEF PAC525FC NOTE: GANG BOXES TO BE MOUNTED IN WALLBOX PER MANUFACTUER GUIDLINES. VIDEO DECODER TO MOUNT IN WALLBOX. PAGE MIC CLIP INTERCOM AV POWERCAT 6MIC ANTENNA CAT 6 AV POWER INTERCOMPAGE ATTEROTECH C1 ATTEROTECH C1 QSC TSC-80w-G2 Panel BP- PENDANT SPEAKER2 IT NOT REQUIRED AT ALL INSTANCES. REFER TO LOCATION DRAWINGS FOR DETAILS. 1 1 DATE JOB ISSUES 9/13/2018 3:29:31 PMAV7-03 AV PLATES & PANELS 3 03.15.2018 17008.0000 09.18.2018 AV7-03AV PLATES & PANELS 32 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REVISIONS 1 09.18.2018 CHANGE ORDER 01 XXXX XX PUSH XX PUSH XXXX XXXX XXXX XXXX XX PUSH XX PUSH XXXX XXXX XX PUSH XX PUSH XXXX XX XX XXXX XXXX XXXX XX PUSH XX PUSH XXXX XXXX XX PUSH XX PUSH XXXX XXXXXXXX M XX XXXX XX PUSH XX PUSH XXXX XXXX M XX M XX XXXX XXXXXX XXXX Panel DA- STAGE INTERFACE Box Size: 10"X 8"X 4"1 Panel DI- ROOM MIC Box Size: 4"X 4"X 4"3 Panel DJ- BOOTH MIX INTERFACE Box Size: 10"X 8"X 4"4 Panel DM- MIC ANTENNA Box Size: 4"X 4"X 4"6 Panel DN- ASSISTIVE LISTENING ANTENNA Box Size: 4"X 4"X 4"7 Panel DQ- CAMERA INTERFACE Box Size: 6"X 4"X 4"8 Panel DK- HOUSE MIX INTERFACE Box Size: 10"X 8"X 4"5 Panel DT- TECH TABLE INTERFACE Box Size: 6"X 6"X 6"9 Panel DH- CATWALK INTERFACE Box Size: 10"X 8"X 4"2 INTERCOM TIE LINE VIDEO AV POWER MIC CAT 6 MIC INTERCOM TIE LINE VIDEO AV POWER SPEAKER MIC ANTENNA ALS ANTENNA VIDEO CAT 6 INTERCOM TIE LINE VIDEO AV POWER CAT 6 VIDEOCAT 6 AV POWER SPEAKER INTERCOM TIE LINE VIDEO AV POWER MIC CAT 6 SPEAKER INTERCOMPAGE MIC DATE JOB ISSUES 9/13/2018 3:29:31 PMAV7-04 AV PLATES & PANELS 4 03.15.2018 17008.0000 09.18.2018 AV7-04AV PLATES & PANELS 42 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REVISIONS NOTES: 1. AUDIO CONTRACTOR RESPONSIBLE FOR DETERMINING FINAL MOUNTING METHOD AND REQUIRED MOUNTING ACCESSORIES BASED ON CEILING TYPE AND INSTALLATION REQUIREMENTS. 2. USE SHORT LENGTH OF FLEX CONDUIT FROM ADJACENT LOW-VOLTAGE J-BOX TO RUN SIGNAL CABLE. TILE BRIDGE SEISMIC SUPPORT RING AS REQUIRED HOLD-DOWN "DOGS" CEILING NOTES: 1. AUDIO CONTRACTOR RESPONSIBLE FOR DETERMINING FINAL MOUNTING METHOD AND REQUIRED MOUNTING ACCESSORIES BASED ON CEILING TYPE AND INSTALLATION REQUIREMENTS. 2. USE SHORT LENGTH OF FLEX CONDUIT FROM ADJACENT LOW-VOLTAGE J-BOX TO RUN SIGNAL CABLE. TILE BRIDGE SEISMIC SUPPORT RING AS REQUIRED HOLD-DOWN "DOGS" CEILING XXXXXXXX XXXX PAGE MICXXXXXXXX XX XXXX XXXX NOTE: CONCEPT ONLY; AUDIO CONTRACTOR RESPONSIBLE FOR DETERMINING FINAL MOUNTING METHOD AND REQUIRED MOUNTING ACCESORIES BASED ON CEILING TYPE AND INSTALLATION REQUIREMENTS. LOUDSPEAKER ANCHOR TO STRUCTURE ABOVE AND TERMINATE PER MANUFACTURER'S INSTRUCTIONS 1-GANG PANEL Panel EK- BOOTH CEILING SPEAKER1 Panel EO- CEILING SPEAKER2 Panel FB- STAGE MANAGER INTERFACE Box Size: 6"X 6"X 6"4 Panel FC- INTERCOM PLUGBOX Box Size: 4"X 4"X 4"5 Panel FD- DISPLAY INTERFACE Box Size: 4 1/2"X 2 3/4"X 4"6 Panel FH- VOLUME CONTROL Box Size: 4 1/2"X 2 3/4"X 4"9 Panel FJ- SURFACE MOUNT SPEAKER Box Size: 4 1/2"X 2 3/4"X 4"10 RUBBER GROMMET Panel FF- BACKSTAGE PAGING PANEL Box Size: 4 1/2"X 6 3/8"X 4"8 Panel FE- INTERCOM PLUGBOX Box Size: 4"X 6"X 4"7 CHIEF PAC525FC NOTE: GANG BOXES TO BE MOUNTED IN WALLBOX PER MANUFACTUER GUIDLINES. VIDEO DECODER TO MOUNT IN WALLBOX. PAGE MIC CLIP VIDEOCAT 6 AV POWER INTERCOM AV POWERCAT 6SPEAKERINTERCOM PAGE MIC INTERCOM SPEAKER ATTEROTECH C1 ATTEROTECH C1 Panel EP- PENDANT SPEAKER3 1 DATE JOB ISSUES 9/13/2018 3:29:32 PMAV7-05 AV PLATES & PANELS 5 03.15.2018 17008.0000 09.18.2018 AV7-05AV PLATES & PANELS 52 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REVISIONS 1 09.18.2018 CHANGE ORDER 01 XXXX NOTES: 1. AUDIO CONTRACTOR RESPONSIBLE FOR DETERMINING FINAL MOUNTING METHOD AND REQUIRED MOUNTING ACCESSORIES BASED ON CEILING TYPE AND INSTALLATION REQUIREMENTS. 2. USE SHORT LENGTH OF FLEX CONDUIT FROM ADJACENT LOW-VOLTAGE J-BOX TO RUN SIGNAL CABLE. TILE BRIDGE SEISMIC SUPPORT RING AS REQUIRED HOLD-DOWN "DOGS" CEILING XX XX PUSH XX PUSH XXXX XXXX M XX XX XX XXXX XX Panel GP- ANCILLARY INTERFACE Box Size: 6"X 4"X 4"5Panel GO- CEILING SPEAKER6 Panel FX- CONTROL PANEL Box Size: 4 1/2"X 4 1/2"X 4"1 Panel GX- CONTROL PANEL Box Size: 4 1/2"X 4 1/2"X 4"7 Panel HL- SURFACE MOUNT SPEAKER Box Size: 4 1/2"X 2 3/4"X 4"8 RUBBER GROMMET Panel GM- MIC ANTENNA Box Size: 4"X 4"X 4"3Panel GA- ANCILLARY INTERFACE Box Size: 12 3/8"X 9 3/8"X 3 31/32"2 Panel GN- ASSISTIVE LISTENING ANTENNA Box Size: 4"X 4"X 4"4 VIDEO AV POWER CAT 6 SPEAKER MIC ANTENNA INTERCOMTIE LINE VIDEO AV POWER MIC CAT 6 SPEAKER MIC ANTENNA Panel GS- PROJECTION SCREEN INTERFACE Box Size: 4 1/2"X 2 3/4"X 4"8 RUBBER GROMMET QSC TSC-80w-G2 QSC TSC-80w-G2 ALTERNATE #2 MOUNT PER MANUFACTURER GUIDELINES FSR WB-X1-XLR 1 1 DATE JOB ISSUES 9/13/2018 3:29:33 PMAV7-06 AV PLATES & PANELS 6 03.15.2018 17008.0000 09.18.2018 AV7-06AV PLATES & PANELS 62 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 REVISIONS 1 09.18.2018 CHANGE ORDER 01 0RU / 00.001RU / 01.752RU / 03.503RU / 05.254RU / 07.005RU / 08.756RU / 10.507RU / 12.258RU / 14.009RU / 15.7510RU / 17.5011RU / 19.2512RU / 21.0013RU / 22.7514RU / 24.5015RU / 26.2516RU / 28.0017RU / 29.7518RU / 31.5019RU / 33.2520RU / 35.0021RU / 36.7522RU / 38.5023RU / 40.2524RU / 42.0025RU / 43.7526RU / 45.5027RU / 47.2528RU / 49.0029RU / 50.7530RU / 52.5031RU / 54.2532RU / 56.0033RU / 57.7534RU / 59.5035RU / 61.2536RU / 63.0037RU / 64.7538RU / 66.5039RU / 68.2540RU / 70.0041RU / 71.7542RU / 73.5043RU / 75.2544RU / 77.00UPSAMPLIFIERAMPLIFIERAMPLIFIERAMPLIFIERAMPLIFIERDSPASSISTIVE LISTENINGRF MIC RECEIVERRF MIC RECEIVERINTERCOMSPEAKER PATCHBLANKBLANKBLANKAUDIO SWITCH AAUDIO SWITCH BVIDEO SWITCHSTAGEBOXAUDIO PATCHAUDIO PATCHTOUCH PANELVIDEO PATCHCATEGORY PATCHRACK LIGHTBRUSH PANELRACK PCBLANKRACK LIGHTCOMPUTER MONITORBLANKVIDEO MONITORAUDIO MONITORBRUSH PANELACCESSORY RECEPTACLEDRAWERDRAWERBRUSH PANELBRUSH PANELBRUSH PANELBLANKSCALE:3"=1'ZB - THEATER EQUIPMENT RACK1SYSTEMS RACK CONSISTS OF:·(2) MAP WR-44-32·(2) MAP ACTIVE THERMAL MANAGEMENT TOP PANEL·(2) MAP INTERIOR WORK LIGHT·(2) MAP UNIVERSAL SIDE PANELS·(2) REAR RACK DOORSGENERAL RACK NOTES:·ALL DSP COMPONENTS, COMPUTERS,CONTROL SYSTEMS AND SWITCHES TOBE CONNECTED TO UPS·MOUNT MISCELLANEOUSELECTRONICS INSIDE RACK·INTERNAL POWER DISTRIBUTION ASREQUIREDSCALE:6"=1'PAGE PANEL RACK DETAIL5QSC TSC-55w-G2PUSHPAGE MICMICROPHONE CLIPQSC TSC-80w-G2SCALE:6"=1'TOUCH PANEL DETAIL6 0RU / 00.001RU / 01.752RU / 03.503RU / 05.254RU / 07.005RU / 08.756RU / 10.50GATOR G-TOUR 6UMEDIAL PLAYERBLANKPLAYBACK COMPUTERPOWERDAIO0RU / 00.001RU / 01.752RU / 03.503RU / 05.254RU / 07.005RU / 08.756RU / 10.50GATOR G-TOUR 6UPAGE PANELINTERCOMPOWER0RU / 00.001RU / 01.752RU / 03.503RU / 05.254RU / 07.00GATOR G-TOUR 4UPOWERVIDEO MONITORAUDIO MONITORSCALE:3"=1'PB - PLAYBACK RACK4SCALE:3"=1'SM1 - STAGE MANAGER RACK 12SCALE:3"=1'SM2 - STAGE MANAGER RACK 23AV8-01AV RACK DRAWINGS 1AV8-01DATEJOB03.15.201817008.000009.18.2018ISSUESREVISIONS2105.01.2018ISSUE FOR BID09.18.2018ISSUE FOR CONSTRUCTION345678910 0RU / 00.001RU / 01.752RU / 03.503RU / 05.254RU / 07.005RU / 08.756RU / 10.507RU / 12.258RU / 14.009RU / 15.7510RU / 17.5011RU / 19.2512RU / 21.0013RU / 22.7514RU / 24.5015RU / 26.2516RU / 28.0017RU / 29.7518RU / 31.5019RU / 33.2520RU / 35.0021RU / 36.7522RU / 38.5023RU / 40.2524RU / 42.0025RU / 43.7526RU / 45.5027RU / 47.2528RU / 49.0029RU / 50.7530RU / 52.5031RU / 54.2532RU / 56.0033RU / 57.7534RU / 59.5035RU / 61.2536RU / 63.0037RU / 64.7538RU / 66.5039RU / 68.2540RU / 70.0041RU / 71.7542RU / 73.5043RU / 75.2544RU / 77.00AUDIO SWITCH AAUDIO SWITCH BVIDEO SWITCHRACK LIGHTBRUSH PANELUPSASSISTIVE LISTENINGRF MIC RECEIVERSTAGEBOXAUDIO PATCHAUDIO PATCHTOUCH PANELACCESSORY RECEPTACLE PANELAMPLIFIERAMPLIFIERSPEAKER PATCHCOAX PATCHCATEGORY PATCHAUDIO MONITORBRUSH PANELSCALE:3"=1'ZE - BLACKBOX EQUIPMENT RACK1SYSTEMS RACK CONSISTS OF:·(2) MAP WR-44-32·(2) MAP ACTIVE THERMAL MANAGEMENT TOP PANEL·(2) MAP INTERIOR WORK LIGHT·(2) MAP UNIVERSAL SIDE PANELS·(2) REAR RACK DOORSGENERAL RACK NOTES:·ALL DSP COMPONENTS, COMPUTERS,CONTROL SYSTEMS AND SWITCHES TOBE CONNECTED TO UPS·MOUNT MISCELLANEOUSELECTRONICS INSIDE RACK·INTERNAL POWER DISTRIBUTION ASREQUIREDBLANKBRUSH PANELBLANKAMPLIFIERMOUNT DIN RAIL AS REQUIREDINSIDE RACKWEST PENN NJ210BKWH WIRE TO SPEAKER TERMINATIONSWAGO OR MUELLER-TYPE DINRAIL TERMINAL BLOCKSAND OTHER ACCESORIES ASNEEDEDNOTE:CONCEPT ONLY -- CONTRACTOR TO FIELD-VERIFY ALL CONDITIONS, SIZE STRIPS ANDRAILS AS NEEDED, AND USE WIRE MAN-AGEMENT AS APPROPRIATE.BELDEN 8473 WIRE TOAMPLIFIER RACKSAUXILIARYRECEPTACLESBALUNBLIFTGRNDDBALUNBLIFTGRNDCBALUNBLIFTGRNDBBALUNBLIFTGRNDAPUSH123123TO PATCH BAYWIRING PLANPANEL: CUSTOM 2U RACK PANEL BY AUDIO CONTRACTORPUSHPUSHPUSHSCALE:6"=1'ACCESSORY RECEPTACLES3SCALE:6"=1'LOUDSPEAKER TRANSITION PANEL2FINAL AUDIO PATCHBAY LAYOUTSTO BE PROVIDED BY AWARDEDCONTRACTOR FOR FINAL APPROVALSCALE:6"=1'AUDIO PATCHBAY4AV RACK DRAWINGS 2AV8-02DATEJOB03.15.201817008.000009.18.2018ISSUESREVISIONS2105.01.2018ISSUE FOR BID09.18.2018ISSUE FOR CONSTRUCTION345678910 W21 22 LOOSE SEATS INDICATES AISLE END IS ADA COMPLIANT TRANSFER ARM WHEELCHAIR SPACE. FOR REFERENCE ONLY. RISER LINE ROW LETTER SEAT MOUNTED AISLE END LIGHT FLOOR MOUNTED JUNCTION BOX FOR AISLE LIGHT. REFER TO E SHEETS. M CHAIR SIZE P M 22 24 7 8 K H2 H3H4H1 T0 Q FIXED SEATS ROOM: 21" SEATS 22" SEATS 23" SEATS LOOSE SEATS THE HALL 442 36 216 110 80 A B C D E F G H J K L M N P Q R S T OO OO OO OO OO OO OOOOOOOOOOOO OO OO ON ON ON ON ON OOONONONONON OP OP OP OP OP OP OP OP OPOPOPOPOPOP OP OP OP OP OP OP OP OP OO OO OO OO OO OO OO OO OPOP OO OO OO OO OO OO OOOOOOOOOOOO OO OO OO OO ON ON ON ON OOOOOOONONONON ON ON ON ON ON ON ON ONONONONONONON ON ON OP OP OP OO OO OO OO OO OO OPOOOO OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OO OO OO OO OO OO OO OO OOOOOO OO OP OP OP OP OP OP OP OP OPOPOPOPOPOPOP ON ON ON ON ON ON ON ON ONONONONONONONON OO ON ON ON ON OO OO OO ONONONONOOOOOO OOOO OOOO ONON ON OO OOOOOOONONON OO OO OO OO OO OP OP OOOOOOOOOPOP OP OP OP OP OP OPOPOPOPOPOPOP OP OO OO OO OO OO OO OO ON ON ON ON ON ON ON ON OOOOOOOOOOOOOOONONONONONONONON OOOO OO OP OP OPOPOP OP OP OPOPOPOP OP OP OP OP OP OP OP OPOPOPOPOP OP OPOPOPOPOP OP OPOPOPOPOP OP OP OP OP OP OP OP OP OP OP OP OP OP OPOP OPOP OP OP OP OP OP OP OP OP APPROX. TOTAL WITHOUT WHEELCHAIR APPROX. TOTAL SEATS WITH WHEELCHAIRS 440 OP OP OP OP OP OP OP OPOPOPOPOPOPOP OO OO OO OOOO OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OPOPOPOPOPOP OP OP OP OP OPOPOPOPOPOP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP OP 1 TC 102 OO OO END STANDARD LIGHTING JUNCTION BOX LOW VOLTAGE WIRE EDGE OF AISLE SEAT END SUPPORT BY SEATING MANUFACUTRER. CORE DRILLED OPENING FOR LOW VOLTAGE WIRING GATHER LOW VOLTAGE WIRING AT CENTRALIZED LOCATIONS (MAX OF 4) UNDER CROSS AISLE IN MECHANICAL PLENUM DATE JOB ISSUES Date of issue:9/14/2018 3:35:22 PMTC 101 THE HALL SEATING PLAN 10/03/17 17008.0000 09.18.2018 TC101THE HALL SEATING PLAN2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 12" = 1'-0"2 SEATING LEGEND 1/4" = 1'-0"1 PLAN - THEATRE SEATING, THE HALL HALL M.P. B.B. 3" = 1'-0"3 DETAIL - AUDIENCE CHAIR END STANDARD LIGHTING LOW VOLATAGE WIRE ROUTING REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 1 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 00-ORCHESTRA 96' - 10" _STAGE 0' - 0" J T7 XKMNPT1T2T3T4T5T6BB-A BB-B T8QS T9T0 DATE JOB ISSUES Date of issue:9/14/2018 3:35:26 PMTC 102 THE HALL SEATING SECTION 10/03/17 17008.0000 09.18.2018 TC102THE HALL SEATING SECTION2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 03.15.18 100% CD 5 05.01.2018 ISSUE FOR BID 6 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 SECTION - THEATRE SEATING, CENTERLINE HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 NEW SHEET 1 2 09.18.2018 ISSUE FOR CONSTRUCTION 1 05.01.2018 ISSUE FOR BID 3 4 5 6 7 8 9 10 STANDARD BACK BOX PROVIDED BY DIV. 26.CUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.FACE PLATE AND DEVICE FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONSTANDARD BACK BOX PROVIDED BY DIV. 26.CUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.FACE PLATE AND DEVICE FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONSTANDARD BACK BOX PROVIDED BY DIV. 26.CUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.FACE PLATE AND DEVICE FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONFACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UON0' - 3"VERIFYSTANDARD BACK BOX PROVIDED BY DIV. 26.CUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.COVER.BACK BOX AND FACE PLATEPROVIDED BY DIV. 11, INSTALLEDBY DIV. 16.DUST FLAPS.FACE PLATE.FINISHED FLOOR.COVER HINGE.OPENING FOR CABLES.SECTION DETAILPLAN VIEWBLACK FACEPLATE COVERDEVICE NUMBER1/4" ENGRAVED LETTERING FILLED WITH WHITE PAINTMECHANICALLY ATTACHED LAMACOID LABEL.LABELDEVICE TYPECRP -XXXXXXXXXXXXXXXHOUSE LIGHT CONTROLLIGHTING NETWORKRFUMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'MAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'MECHANICALLY ATTACH LAMACOID LABEL. INSTALLED AFTER CERTIFICATION OF NETWORK AND CABLE RUNS -1/8" ENGRAVED LETTERINGINFORMATION IN ITALICS SHALL BE ADJUSTED FOR EACH LOCATIONPANEL #BREAKER #FACEPLATE, DEVICE, AND BACK BOXPROVIDED BY DIV. 26.1/4" ENGRAVED LETTERING FILLED WITH CONNTRASTING PAINT3'-3".2' - 10"1' - 11 1/2"5'-0" AFFMAX.PLAN VIEWELEVATION VIEWWALLNOTE: THE FOLLOWING IS INTENDED FOR GENERAL INFORMATION PURPOSES ONLY AND IS NOT TO BE CONSIDERED COMPLETE OR COMPREHENSIVE AND DOES NOT RELIEVE CONTRACTORS OF ANY RESPONSIBILITY FOR CONTENTS OF CONTRACT DOCUMENTS.DESCRIPTIONDIVISION 26THIS SECTION2LABEL EACH CIRCUIT WITH CIRCUIT NUMBER AND BRANCH BREAKER PANEL DESIGNATION.X3FURNISH AND INSTALL ALL CONDUIT WITH MEASURED PULL STRING IN HOUSE AND PRODUCTION LIGHTING CONTROL SYSTEM CONDUITS.X4FURNISH SPECIALITY/CUSTOM BACK BOXES AND FLOOR BOX BACK BOXESX5FURNISH AND INSTALL ALL STANDARD BACK BOXES REQUIRED FOR THE LIGHTING SYSTEM. INSTALL ALL SPECIALITY BACK BOXES.X6FURNISH AND INSTALL ALL THEATRE ARCHITECTURAL AND PRODUCTION LIGHTING CONTROL CABLE.X7VERIFY ALL CONDUIT AND CABLE FILLS FOR ACCURACY.XX8TERMINATION OF ALL THEATRE ARCHITECTURAL AND PRODUCTION LIGHTING CONTROL SYSTEMS.X1FURNISH AND INSTALL ALL AC POWER CIRCUITS, RECEPTACLES AND STANDARD POWER PANELS.X9FURNISH HIGH VOLTAGE SPECIALTY FACEPLATES FOR INSTILLATION BY DIVISION 26 ( PLUG BOXES, FLOOR POCKETS, ETC.)X10INSTALL ALL PLUG STRIPS, PLUG BOXES, AND FLOOR POCKETS.X11FURNISH AND INSTALL ALL CONTROL DEVICES AND FACE PLATES (CRP, EP, SMP, SPR, ECT.)X12FURNISH DIMMER RACKS, RELAY PANELS, AND ELTS.X13INSTALL DIMMER RACKS, RELAY PANELS, AND ELTS.X14FURNISH, INSTALL AND TERMINATE BRANCH BREAKER PANELS (AS REQUIRED)X15FURNISH AND INSTALL ALL CONDUIT FOR THEATRE ARCHITECTURAL AND PRODUCTION LIGHTING SYSTEMS WITH APPROPRIATELY SIZED AND NUMBER OF WIRES FOR HIGH VOLTAGE (120+) CIRCUITS.X16FURNISH ALL TYPE "SO" FLEXIBLE CABLE FOR LIGHTING SYSTEM AND ORCHESTRA SHELL, IF APPLICABLE.X17INSTALL ALL TYPE "SO" FLEXIBLE CABLE FOR LIGHTING SYSTEM AND ORCHESTRA SHELL, IF APPLICABLE.X18PROVIDE THEATRE ARCHITECTURAL LIGHTING FIXTURES REQUIRING DMX CONTROLS.19ADDRESS AND PROGRAM THEATRE ARCHITECTURAL LIGHTING FIXTURES.XXDATEJOBISSUESDate of issue:9/21/2018 11:08:36 AMTL 001THEATRE LIGHTING -NOTES AND TYPICALDETAILS12/12/1717008.000009.18.2018TL001THEATRE LIGHTING - NOTES AND TYPICAL DETAILS2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR PERMIT 3" = 1'-0"2DETAIL - SURFACE MOUNTING 3" = 1'-0"3DETAIL - FLUSH MOUNTING 3" = 1'-0"4DETAIL - RECESSED MOUNTED DEVICE 3" = 1'-0"5DETAIL - PIPE MOUNTING 3" = 1'-0"6DETAIL - FLOOR BOX 3" = 1'-0"7DETAIL - CRP DETAILING 12" = 1'-0"8DETAIL - LAMACOID LABEL 6" = 1'-0"9DETAIL - LABELING FOR L5-20 AND L21-30 RECEPTACLES 1 1/2" = 1'-0"10DETAIL - SIGNAL PROCESSING RACK MOUNTING1DIVISION OF RESPONSIBIILTYREVISIONS1 09.18.2018 CHANGE ORDER 01 |||DATEJOBISSUESDate of issue:9/21/2018 11:08:36 AMTL 002THEATRE LIGHTING -SCHEDULES12/12/1717008.000009.18.2018TL002THEATRE LIGHTING - SCHEDULES2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION1SCHEDULE - WIRE DEVICES, THE HALL2SCHEDULE - CONTROL RECEPTACLE PANELS, THE HALL3SCHEDULE - ENTRY PANELS, THE HALLENTIRE SHEET1REVISIONS1 09.18.2018 CHANGE ORDER 01LOCATION DEVICE TYPEDEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUTNETWORK (RJ-45)SINGLE PORT NODETWO PORT NODEAUX. HSE. LT. CONTROLDEDICATED 120VACLCD TOUCHSCREENREFERENCEDSL CRP 101 FLUSH 1-GANG DEEPX5 / TL 010USL CRP 102 FLUSH 1-GANG DEEPX5 / TL 010UCL CRP 103 FLUSH 1-GANG DEEPX5 / TL 010UCR CRP 104 FLUSH 1-GANG DEEPX5 / TL 010SR CRP 105 FLUSH 1-GANG DEEPX5 / TL 010STAGE MANAGER PANEL (SMP-1) CRP 106 CUSTOM CUSTOMX X X X 14 / TL 010DSR CRP 107 FLUSH CUSTOMX5 / TL 010SR APRON FLOOR POCKET (FP-1) CRP 108 FLUSH CUSTOM DEVICE IN FLOOR POCKETX XX 15 / TL 010SL APRON FLOOR POCKET (FP-3) CRP 109 FLUSH CUSTOM DEVICE IN FLOOR POCKETX5 / TL 010REHEARSAL POSITION (FP-2) CRP 110 FLUSH CUSTOM DEVICE IN FLOOR POCKETX X X X 16 / TL 010PS-1 : STAGE LEFT CRP 201 CUSTOM CUSTOMX18 / TL 010PS-1 : CENTER CRP 202 CUSTOM CUSTOMX19 / TL 010PS-1 : STAGE RIGHT CRP 203 CUSTOM CUSTOMX18 / TL 010PS-2 : STAGE LEFT CRP 204 CUSTOM CUSTOMX18 / TL 010PS-2 : CENTER CRP 205 CUSTOM CUSTOMX19 / TL 010PS-2 : STAGE RIGHT CRP 206 CUSTOM CUSTOMX18 / TL 010PS-3 : STAGE LEFT CRP 207 CUSTOM CUSTOMX18 / TL 010PS-3 : CENTER CRP 208 CUSTOM CUSTOMX19 / TL 010PS-3 : STAGE RIGHT CRP 209 CUSTOM CUSTOMX18 / TL 010PS-4 : STAGE LEFT CRP 210 CUSTOM CUSTOMX18 / TL 010PS-4 : CENTER CRP 211 CUSTOM CUSTOMX19 / TL 010PS-4 : STAGE RIGHT CRP 212 CUSTOM CUSTOMX18 / TL 010ANTE-PRO CATWALK CRP 213 PIPE CUSTOMX18 / TL 010ANTE-PRO CATWALK CRP 214 PIPE CUSTOMX19 / TL 010ANTE-PRO CATWALK CRP 215 PIPE CUSTOMX18 / TL 010#1 CATWALK : HR CRP 216 PIPE CUSTOMX18 / TL 010#1 CATWALK : CENTER CRP 217 PIPE CUSTOMX19 / TL 010#1 CATWALK : HL CRP 218 PIPE CUSTOMX18 / TL 010#2 CATWALK : HR CRP 219 PIPE CUSTOMX18 / TL 010#2 CATWALK : CENTER CRP 220 PIPE CUSTOMX19 / TL 010#2 CATWALK : HL CRP 221 PIPE CUSTOMX18 / TL 010CONTROL BOOTH CRP 222 PIPE CUSTOMXX X X9 / TL 010LOADING GALLERY CRP 301 PIPE CUSTOMX10 / TL 010FOLLOW SPOT BOOTHCRP302FLUSH1-GANG DEEPX5 / TL 010DEVICE SCHEDULE - THE HALLPB 101 USL FLUSH BLACK FLUSH 1-GANG DEEP11 / TL 010PB 102 USL FLUSH BLACK FLUSH 1-GANG DEEP11 / TL 010PB 103 USR FLUSH BLACK FLUSH 1-GANG DEEP11 / TL 010PS 1 #1 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 20 10 4 11 / TL 011PS 2 #2 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 12 6 4 12 / TL 011PS 3 #3 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 12 6 4 12 / TL 011PS 4 #4 ELECTRIC RACEWAY BLACK FLUSH CUSTOM 12 6 4 12 / TL 011PB 201 ANTE-PRO CATWALK PIPE BLACK SURFACE CUSTOM13 / TL 010PB 202 ANTE-PRO CATWALK PIPE BLACK SURFACE CUSTOM24 / TL 010PB 203 ANTE-PRO CATWALK PIPE BLACK SURFACE CUSTOM24 / TL 010PB 204 ANTE-PRO CATWALK PIPE BLACK SURFACE CUSTOM13 / TL 010PB 205 #1 CATWALK PIPE BLACK SURFACE CUSTOM13 / TL 010PB 206 #1 CATWALK PIPE BLACK SURFACE CUSTOM24 / TL 010PB 207 #1 CATWALK PIPE BLACK SURFACE CUSTOM24 / TL 010PB 208 #1 CATWALK PIPE BLACK SURFACE CUSTOM13 / TL 010PB 209 #2 CATWALK PIPE BLACK SURFACE CUSTOM13 / TL 010PB 210 #2 CATWALK PIPE BLACK SURFACE CUSTOM24 / TL 010PB 211 #2 CATWALK PIPE BLACK SURFACE CUSTOM24 / TL 010PB 212 #2 CATWALK PIPE BLACK SURFACE CUSTOM13 / TL 010GB 1 #1 ELECTRIC10MOUNT ABOVE PANTOGRAPH TO STRUCTUREGB 2 #2 ELECTRIC6MOUNT ABOVE PANTOGRAPH TO STRUCTUREGB 3 #3 ELECTRIC6MOUNT ABOVE PANTOGRAPH TO STRUCTUREGB 4 #4 ELECTRIC6MOUNT TO STRUCTURE ABOVEREFERENCEDEVICE LOCATION MOUNTINGFACEPLATE COLORCONNECTOR FLUSH/PIGTAILBACK BOX LENGTHNO. 20A RECEPTACLENO. 20A SW. CIRNOTES20A SW. CIRC. WORKLIGHTSNO. L5-20 RECEPTACLEDEVICE LOCATIONFACEPLATE COLORBUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCEEP 5 - 1 DSL BLACK 5 BUTTON STAGE AND WORKS7 / TL 011EP 5 - 2 USL BLACK 5 BUTTON STAGE AND WORKS7 / TL 011EP 5 - 3 USR BLACK 5 BUTTON STAGE AND WORKS7 / TL 011EP 1 - 4 SMP BLACK LCD STAGE AND WORKSTOUCH SCREEN4 / TL 011EP 2 - 5 STAGE RIGHT VESTIBULE BLACK 2 BUTTON STAGE AND WORKS6 / TL 011EP 3 - 6 HOUSE LEFT S&LL TBD 2 BUTTON HOUSE AND WORKSKEY SWITCH5 / TL 011EP 3 - 7 HOUSE RIGHT S&LL TBD 2 BUTTON HOUSE AND WORKSKEY SWITCH5 / TL 011EP 2 - 8 STAGE LEFT VESTIBULE BLACK 2 BUTTON STAGE AND WORKS6 / TL 011EP 3 - 9 REAR COORIDOR TO SR TBD 2 BUTTON REAR CORRIDORKEY SWITCH5 / TL 011EP 3 - 10 REAR COORIDOR TO SL TBD 2 BUTTON REAR CORRIDORKEY SWITCH5 / TL 011EP 2 - 11 SOUTHWEST ENTRY REAR COORIDOR TBD 2 BUTTON REAR CORRIDORKEY SWITCH6 / TL 011EP 2 - 12 SOUTHEASE ENTRY REAR COORIDOR TBD 2 BUTTON REAR CORRIDORKEY SWITCH6 / TL 011EP 2 - 22 HL FOH CATWALK ENTRY BLACK 2 BUTTON WORKS6 / TL 011EP 2 - 23 CONTROL BOOTH VESTIBULE TBD 2 BUTTON WORKS6 / TL 011EP 1 - 24 CONTROL BOOTH BLACK LCD STAGE, HOUSE, AND WORKSTOUCH SCREEN3 / TL 011EP 2 - 25 FOH WALKWAY ENTRY BLACK 2 BUTTON WORKS6 / TL 011EP 2 - 26 HR FOH CATWALK ENTRY BLACK 2 BUTTON WORKS6 / TL 011EP 2 - 31 LOADING GALLERY BLACK 2 BUTTON WORKS6 / TL 011EP 2 - 32 FOLLOW SPOT BOOTH TBD 2 BUTTON WORKS6 / TL 011 |||DATEJOBISSUESDate of issue:9/21/2018 11:08:37 AMTL 003THEATRE LIGHTING -SCHEDULES12/12/1717008.000009.18.2018TL003THEATRE LIGHTING - SCHEDULES2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION1SCHEDULE - RELAY PANEL (RP-1)2SCHEDULE - RELAY PANEL (RP-2)3SCHEDULE - RELAY PANEL (RP-3)ENTIRE SHEET1REVISIONS1 09.18.2018 CHANGE ORDER 01RELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATIONRELAY RATINGLOAD PER CIRCUIT (VA) 1 120 V 3/001 PRODUCTION POWER PB-209 20 A2 120 V 3/002 PRODUCTION POWER PB-210 20 A3 120 V 3/003 PRODUCTION POWER PB-210 20 A4 120 V 3/004 PRODUCTION POWER PB-211 20 A5 120 V 3/005 PRODUCTION POWER PB-211 20 A6 120 V 3/006 PRODUCTION POWER PB-212 20 A7 120 V 3/007 PRODUCTION POWER PB-205 20 A8 120 V 3/008 PRODUCTION POWER PB-206 20 A9 120 V 3/009 PRODUCTION POWER PB-206 20 A10 120 V 3/010 PRODUCTION POWER PB-207 20 A11 120 V 3/011 PRODUCTION POWER PB-207 20 A12 120 V 3/012 PRODUCTION POWER PB-208 20 A13 120 V 3/013 PRODUCTION POWER PB-201 20 A14 120 V 3/014 PRODUCTION POWER PB-202 20 A15 120 V 3/015 PRODUCTION POWER PB-202 20 A16 120 V 3/016 PRODUCTION POWER PB-203 20 A17 120 V 3/017 PRODUCTION POWER PB-203 20 A18 120 V 3/018 PRODUCTION POWER PB-204 20 A19 120 V 3/019 PRODUCTION POWER PS-1 20 A20 120 V 3/020 PRODUCTION POWER PS-1 20 A21 120 V 3/021 PRODUCTION POWER PS-1 20 A22 120 V 3/022 PRODUCTION POWER PS-1 20 A23 120 V 3/023 PRODUCTION POWER PS-1 20 A24 120 V 3/024 PRODUCTION POWER PS-1 20 A25 120 V 3/025 PRODUCTION POWER PS-1 20 A26 120 V 3/026 PRODUCTION POWER PS-1 20 A27 120 V 3/027 PRODUCTION POWER PS-1 20 A28 120 V 3/028 PRODUCTION POWER PS-1 20 A29 120 V 3/029 PRODUCTION POWER PS-2 20 A30 120 V 3/030 PRODUCTION POWER PS-2 20 A31 120 V 3/031 PRODUCTION POWER PS-2 20 A32 120 V 3/032 PRODUCTION POWER PS-2 20 A33 120 V 3/033 PRODUCTION POWER PS-2 20 A34 120 V 3/034 PRODUCTION POWER PS-2 20 A35 120 V 3/035 PRODUCTION POWER PS-3 20 A36 120 V 3/036 PRODUCTION POWER PS-3 20 A37 120 V 3/037 PRODUCTION POWER PS-3 20 A38 120 V 3/038 PRODUCTION POWER PS-3 20 A39 120 V 3/039 PRODUCTION POWER PS-3 20 A40 120 V 3/040 PRODUCTION POWER PS-3 20 A41 120 V 3/041 PRODUCTION POWER PS-4 20 A42 120 V 3/042 PRODUCTION POWER PS-4 20 A43 120 V 3/043 PRODUCTION POWER PS-4 20 A44 120 V 3/044 PRODUCTION POWER PS-4 20 A45 120 V 3/045 PRODUCTION POWER PS-4 20 A46 120 V 3/046 PRODUCTION POWER PS-4 20 A47 120 V 3/047 WORKLIGHT POWER PS-1 20 A48 120 V 3/048 WORKLIGHT POWER PS-2 20 ARELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATIONRELAY RATINGLOAD PER CIRCUIT (VA) 1 120 V 3/049 PRODUCTION POWER PB-101 20 A2 120 V 3/050 PRODUCTION POWER PB-102 20 A3 120 V 3/051 PRODUCTION POWER PB-103 20 A4 120 V3/110 MP PROD. POWER PB-40220 A5 120 V3/111 MP PROD. POWER PB-40220 A6 120 V3/112 MP PROD. POWER PB-40320 A7 120 V3/113 MP PROD. POWER PB-40320 A8 120 V3/114 MP PROD. POWER PB-40420 A9 120 V3/115 MP PROD. POWER PB-40420 A10 120 V3/116 MP PROD. POWER PB-40520 A11 120 V3/117 MP PROD. POWER PB-40520 A12 120 V3/118 MP PROD. POWER PB-40620 A13 120 V3/119 MP PROD. POWER PB-40620 A14 120 V3/120 PREFUNCTION PB 27120 A15 120 V3/121 PREFUNCTION PB 27120 A16 120 V3/122 PREFUNCTION PB 27220 A17 120 V3/123 PREFUNCTION PB 27320 A18 120 V3/124 PREFUNCTION PB 27420 A19 120 V3/125 PREFUNCTION PB-17120 A20 120 V3/126 PREFUNCTION PB-17120 A21 120 VSPARE20 A22 120 V3/128 WORKLIGHT POWERPS-320 A23 120 V3/129 WORKLIGHT POWERPS-420 A24 120 V3/130 PREFUNCTIONPB 27520 A25 121 V3/131PREFUNCTION PB 275 20 A26 122 V3/132PREFUNCTION PB 276 20 A27 123 V3/133PREFUNCTION PB 276 20 A28 124 V3/134 RUNNING LIGHT SR20 A29 125 V3/135 RUNNING LIGHT SR20 A30 126 VSPARE20 A31 127 V3/137 PRODUCTION POWER ORCHESTRA SHELL 120 A32 128 V3/138 PRODUCTION POWER ORCHESTRA SHELL 120 A33 129 V3/139 PRODUCTION POWER ORCHESTRA SHELL 220 A34 130 V3/140 PRODUCTION POWER ORCHESTRA SHELL 220 A35 131 VSPARE20 A36 132 VSPARE20 A37 133 VSPARE20 A38 134 VSPARE20 A39 135 VSPARE20 A40 136 VSPARE20 A41 137 VSPARE20 A42 138 VSPARE20 A43 139 VSPARE20 A44 140 VSPARE20 A45 141 VSPARE20 A46 142 V3/152 HOUSE LIGHTSBOOTH WALL20 A47 143 V3/153 WORK LIGHTSACCESS CATWALKS20 A48 144 V3/154WORK LIGHTS CONTROL & SPOT BOOTH 20 ARELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATIONRELAY RATINGLOAD PER CIRCUIT (VA)1 120 V 4/010 RUNNING LIGHTS US 20 A 30 WATTS2 120 V 4/011 WORK LIGHTS STAGE 20 A 90 WATTS3 120 V 4/012 RUNNING LIGHTS ANTE-PRO CATWALK 20 A 27 WATTS4 120 V 4/013 WORK LIGHTS ANTE-PRO CATWALK 20 A 140 WATTS5 120 V 4/014 WORK LIGHTS UNDER LOADING GALLERY 20 A 90 WATTS6 120 V 4/015 RUNNING LIGHTS CATWALKS 20 A7 120 V 4/016 WORK LIGHTS CATWALKS 20 A8 120 V 4/017 RUNNING/WORK LTS BOOTH S&LL 20 A 290 WATTS9 120 V 4/018 WORK LIGHTS HOUSE RIGHT STAIRWELL 20 A10 120 V 4/019 WORK LIGHTS HOUSE RIGHT STAIRWELL 20 A11 120 V 4/020 HOUSE LIGHTING NORTH S&LL 20 A 102 WATTS12 120 V 4/021 SOUTH S&LL CORRIDOR 20 A 279 WATTS13 120 V 4/022 HOUSE CATWALK #1 20 A 500 WATTS14 120 V 4/023 HOUSE CATWALK #2 20 A 500 WATTS15 120 V 4/024 HOUSE CATWALK #3 20 A 1000 WATTS16 120 V 4/025 HOUSE HR GRAZE 20 A 247 WATTS17 120 V 4/026 HOUSE HL GRAZE 20 A 247 WATTS18 120 V 4/027 HR CORRIDOR, NORTH CATWALK PERIMETER 20 A 288 WATTS19 120 V 4/028 HR CORRIDOR, SOUTH WALL WASHERS 20 A 186 WATTS20 120 V 4/029 HL CORRIDOR, NORTH CATWALK PERIMETER 20 A 288 WATTS21 120 V 4/030 WORK / RUN LIGHTS HR COORIDOR - BB SOUTH 20 A 434 WATTS22 120 V 4/031 HOUSE LIGHTING MULTI-PURPOSE 20 A23 120 V 4/032 HOUSE LIGHTING MULTI-PURPOSE 20 A24 120 V 4/033 LOBBY LIGHTING20 A25 120 V 4/034 LOBBY LIGHTING20 A26 120 V 4/035 LOBBY LIGHTING20 A27 120 V 4/036 LOBBY LIGHTING20 A28 120 V 4/037 LOBBY LIGHTING20 A29 120 VEXIT LIGHTING20 ANON-RELAY CIRCUIT30 120 V 4/039 WORK / RUN LIGHTSHR COORIDOR - BB SOUTH20 A 434 WATTS31 120 V 4/040 HR CORRIDOR, SOUTH HALL DOWNLIGHTS 20 A 186 WATTS32 120 V 4/041 SOUTH S&LL CORRIDOR 20 A 279 WATTS33 120 V4/042HOUSE LIGHTING MULTI-PURPOSE 20 A34 120 V4/043HOUSE LIGHTING MULTI-PURPOSE 20 A35 120 V4/044HOUSE LIGHTING MULTI-PURPOSE 20 A36 120 V4/045RUNNING/WORK LTS BOOTH S&LL 20 A37120V 4/046 WORK/RUNNING HR CORRIDOR - BB SOUTH 20A ||||||||DATEJOBISSUESDate of issue:9/21/2018 11:08:38 AMTL 004THEATRE LIGHTING -SCHEDULES12/12/1717008.000009.18.2018TL004THEATRE LIGHTING - SCHEDULES2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION1SCHEDULE - WIRE DEVICES, BLACK BOX2SCHEDULE - CONTROL RECEPTACLE PANELS, BLACK BOX3SCHEDULE - ENTRY PANELS, BLACK BOX4SCHEDULE - WIRE DEVICES, PREFUNCTION SPACE5SCHEDULE - CONTROL RECEPTACLE PANELS, PREFUNCTION SPACE6SCHEDULE - ENTRY PANELS, PREFUNCTION SPACE7SCHEDULE - RELAY PANEL (RP-11)8SCHEDULE - RELAY PANEL (RP-12)ENTIRE SHEET1REVISIONS1 09.18.2018 CHANGE ORDER 01RELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATIONRELAY RATINGLOAD PER CIRCUIT (VA)1 120 V 3/075 BB PROD. POWER PB-351 20 A2 120 V 3/076 BB PROD. POWER PB-352 20 A3 120 V 3/077 BB PROD. POWER PB-353 20 A4 120 V 3/078 BB PROD. POWER PB-354 20 A5 120 V 3/079 BB PROD. POWER PB-355 20 A6 120 V 3/080 BB PROD. POWER PB-356 20 A7 120 V 3/081 BB PROD. POWER PB-357 20 A8 120 V 3/082 BB PROD. POWER PB-358 20 A9 120 V 3/083 BB PROD. POWER PB-359 20 A10 120 V 3/084 BB PROD. POWER PB-360 20 A11 120 V 3/085 BB PROD. POWER PB-361 20 A12 120 V 3/086 BB PROD. POWER PB-362 20 A13 120 V 3/087 BB PROD. POWER PB-362 20 A14 120 V 3/088 BB PROD. POWER PB-363 20 A15 120 V 3/089 BB PROD. POWER PB-363 20 A16 120 V 3/090 BB PROD. POWER PB-364 20 A17 120 V 3/091 BB PROD. POWER PB-365 20 A18 120 V 3/092 BB PROD. POWER PB-365 20 A19 120 V 3/093 BB PROD. POWER PB-366 20 A20 120 V 3/094 BB PROD. POWER PB-366 20 A21 120 V 3/095 BB PROD. POWER PB-151 20 A22 120 V 3/096 BB PROD. POWER PB-152 20 A23 120 V 3/097 BB PROD. POWERPB-15320 A24 120 V 3/098 BB PROD. POWERPB-15420 A25 120 VSPARE20 A26 120 VSPARE20 A27 120 VSPARE20 A28 120 VSPARE20 A29 120 VSPARE20 A30 120 VSPARE20 A31 120 VSPARE20 A32 120 VSPARE20 A33 120 VSPARE20 A34 120 VSPARE20 A35 120 VSPARE20 A36 120 VSPARE20 A37 120 VSPARE20 A38 120 VSPARE20 A39 120 VSPARE20 A40 120 VSPARE20 A41 120 VSPARE20 A42 120 VSPARE20 A43 120 VSPARE20 A44 120 VSPARE20 A45 120 VSPARE20 A46 120 VSPARE20 A47 120 VSPARE20 A48 120 VSPARE20 ARELAY NUMBER VOLTAGE RATING DMX ADDRESS LOAD DESCRIPTION LOAD LOCATIONRELAY RATINGLOAD PER CIRCUIT (VA)1 120 V 4/001ARCH. LIGHTINGBB STAGE S & LL 20 A2 120 V 4/002ARCH. LIGHTINGBB BOOTH DOWN LIGHTS 20 A3 120 V 4/003ARCH. LIGHTINGBB BOOTH TROFFERS 20 A4 120 V 4/004ARCH. LIGHTINGBB CW LTG EAST 20 A5 120 V 4/005ARCH. LIGHTINGBB CW LTG CENTER 20 A6 120 V 4/006ARCH. LIGHTINGBB CW LTG WEST 20 A7 120 V 4/007ARCH. LIGHTINGBB STAGE S & LL 20 A8 120 V 4/008ARCH. LIGHTINGBB VERTICAL WORK 20 A9 120 V 4/009ARCH. LIGHTINGBB BOOTH DOWN LIGHTS 20 A10 120 VSPARE20 A11 120 VEXIT LIGHTS20 A NON-RELAY CIRCUIT12 120 VSPARE20 ALOCATION DEVICE TYPEDEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUTNETWORK (RJ-45)SINGLE PORT NODETWO PORT NODEAUX. HSE. LT. CONTROLDEDICATED 120VACLCD TOUCHSCREENREFERENCEEAST WALL CRP 151 FLUSH 4-GANG DEEPXX X8 / TL 010NORTH WALL CRP 152 FLUSH 4-GANG DEEPXX X8 / TL 010WEST WALL CRP 153 FLUSH 1-GANG DEEPX5 / TL 010SOUTH WALL CRP 154 FLUSH 1-GANG DEEPX5 / TL 010CONTROL BOOTH : SOUTH WALL CRP 251 FLUSH CUSTOMXX X X9 / TL 010CATWALKS CRP 351 PIPE CUSTOMX13 / TL 010CATWALKS CRP 352 PIPE CUSTOMX10 / TL 010CATWALKS CRP 353 PIPE CUSTOMX13 / TL 010CATWALKS CRP 354 PIPE CUSTOMX10 / TL 010CATWALKS CRP 355 PIPE CUSTOMX13 / TL 010CATWALKS CRP 356 PIPE CUSTOMX13 / TL 010CATWALKS CRP 357 PIPE CUSTOMX10 / TL 010CATWALKS CRP 358 PIPE CUSTOMX13 / TL 010CATWALKS CRP 359 PIPE CUSTOMX13 / TL 010CATWALKS CRP 360 PIPE CUSTOMX10 / TL 010CATWALKS CRP 361 PIPE CUSTOMX10 / TL 010CATWALKS CRP 362 PIPE CUSTOMX13 / TL 010CATWALKS CRP 363 PIPE CUSTOMX13 / TL 010CATWALKS CRP 364 PIPE CUSTOMX10 / TL 010CATWALKS CRP 365 PIPE CUSTOMX13 / TL 010CATWALKS CRP 366 PIPE CUSTOMX13 / TL 010CRP SCHEDULE - PREFUNCTION SPACELOCATION DEVICE TYPEDEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUTNETWORK (RJ-45)SINGLE PORT NODETWO PORT NODEAUX. HSE. LT. CONTROLDEDICATED 120VACLCD TOUCHSCREENREFERENCESTAGE LEVEL CRP 171 FLUSH 2-GANG DEEPX7 / TL 010BATTEN 1 CRP 271 PIPE CUSTOMX12 / TL 010BATTEN 2 CRP 272 PIPE CUSTOMX12 / TL 010BATTEN 3 CRP 273 PIPE CUSTOMX12 / TL 010BATTEN 4 CRP 274 PIPE CUSTOMX12 / TL 010FRONT ENTRY - GRID 14 CRP 275 PIPE CUSTOMX12 / TL 010FRONT ENTRY - GRID 18 CRP 276 PIPE CUSTOMX12 / TL 010DEVICE LOCATIONFACEPLATE COLORBUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCEEP 5 - 151 SE S&LL BLACK 5 BUTTON STAGE AND WORKS7 / TL 011EP 3 - 152 NE S&LL TBD 2 BUTTON STAGE AND WORKSKEY SWITCH5 / TL 011EP 3 - 153 NW S&LL TBD 2 BUTTON STAGE AND WORKSKEY SWITCH5 / TL 011EP 5 - 154 SW S&LL BLACK 5 BUTTON STAGE AND WORKS7 / TL 011EP 1 - 155 SW ENTRY BLACK LCD STAGE AND WORKSTOUCH SCREEN3 / TL 011EP 1 - 251 CONTROL BOOTH TBD LCD STAGE AND WORKSTOUCH SCREEN3 / TL 011EP 2 - 252 2ND LEVEL ENTRY TBD 2 BUTTON STAGE AND WORKS6 / TL 011EP 2 - 351 CATWALK BLACK 2 BUTTON STAGE AND WORKS8 / TL 011DEVICE LOCATIONFACEPLATE COLORBUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCEEP 6 - 171STAGE LEVELTBD5 BUTTONPF PROD CIRCUITS / PF ARCH9 / TL 011DEVICE SCHEDULE - BLACK BOXPB 151 EAST WALL FLUSH BLACK FLUSH 2-GANG DEEP22 / TL 010PB 152 NORTH WALL FLUSH BLACK FLUSH 2-GANG DEEP22 / TL 010PB 153 EAST WALL FLUSH BLACK FLUSH 2-GANG DEEP22 / TL 010PB 154 SOUTH WALL FLUSH BLACK FLUSH 2-GANG DEEP22 / TL 010PB 351 CATWALKS PIPE BLACK FLUSH CUSTOM13 / TL 010PB 352 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 353 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 354 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 355 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 356 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 357 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 358 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 359 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 360 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 361 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 362 CATWALKS PIPE BLACK SURFACE CUSTOM24 / TL 010PB 363 CATWALKS PIPE BLACK SURFACE CUSTOM24 / TL 010PB 364 CATWALKS PIPE BLACK SURFACE CUSTOM13 / TL 010PB 365 CATWALKS PIPE BLACK SURFACE CUSTOM24 / TL 010PB 366 CATWALKS PIPE BLACK SURFACE CUSTOM24 / TL 010REFERENCEDEVICE LOCATION MOUNTINGFACEPLATE COLORCONNECTOR FLUSH/PIGTAILBACK BOX LENGTHNO. 20A DIM CIR.NO. 20A SW. CIRNOTESNO. 20A DIM CIR.NO. 20A DIM CIR.PB 171 STAGE LEVEL FLUSH BLACK FLUSH 2-GANG DEEP22 / TL 010PB 271 BATTEN 1 PIPE BLACK SURFACE CUSTOM24 / TL 010PB 272 BATTEN 2 PIPE BLACK SURFACE CUSTOM13 / TL 010PB 273 BATTEN 3 PIPE BLACK SURFACE CUSTOM13 / TL 010PB 274 BATTEN 4 PIPE BLACK SURFACE CUSTOM13 / TL 010PB 275 FRONT ENTRY - GRID 14 PIPE BLACK SURFACE CUSTOM24 / TL 010PB 276 FRONT ENTRY - GRID 18 PIPE BLACK SURFACE CUSTOM24 / TL 010REFERENCEDEVICE LOCATION MOUNTINGFACEPLATE COLORCONNECTOR FLUSH/PIGTAILBACK BOX LENGTHNO. 20A DIM CIR.NO. 20ASW. CIR.NOTESNO. 20A DIM CIR.NO. 20A DIM CIR. |||DATEJOBISSUESDate of issue:9/21/2018 11:08:38 AMTL 005THEATRE LIGHTING -SCHEDULES12/12/1717008.000009.18.2018TL005THEATRE LIGHTING - SCHEDULES2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION1SCHEDULE - WIRE DEVICES, MULTI-PURPOSE ROOM2SCHEDULE - CONTROL RECEPTACLE PANELS, MULTI-PURPOSE ROOM3SCHEDULE - ENTRY PANELS, MULTI-PURPOSE ROOMENTIRE SHEET1REVISIONS1 09.18.2018 CHANGE ORDER 01LOCATION DEVICE TYPEDEVICE NUMBER MOUNTING BACK BOX SIZE COMMENTS DMX IN DMX OUTNETWORK (RJ-45)SINGLE PORT NODETWO PORT NODEAUX. HSE. LT. CONTROLDEDICATED 120VACLCD TOUCHSCREENREFERENCESTAGE LEVEL CRP 401 FLUSH 1-GANGX6 / TL 010PIPE GRID CRP 402 PIPE CUSTOMX11 / TL 010PIPE GRID CRP 403 PIPE CUSTOMX11 / TL 010PIPE GRID CRP 404 PIPE CUSTOMX11 / TL 010PIPE GRID CRP 405 PIPE CUSTOMX11 / TL 010PIPE GRID CRP 406 PIPE CUSTOMX11 / TL 010DEVICE SCHEDULE - MULTI-PURPOSE ROOMPB 402 PIPE GRID PIPE BLACK SURFACE CUSTOM24 / TL 010PB 403 PIPE GRID PIPE BLACK SURFACE CUSTOM24 / TL 010PB 404 PIPE GRID PIPE BLACK SURFACE CUSTOM24 / TL 010PB 405 PIPE GRID PIPE BLACK SURFACE CUSTOM24 / TL 010PB 406 PIPE GRID PIPE BLACK SURFACE CUSTOM24 / TL 010REFERENCEDEVICE LOCATION MOUNTINGFACEPLATE COLORCONNECTOR FLUSH/PIGTAILBACK BOX LENGTHNO. 20A DIM CIR.NO. 20A CIR. (BBP)NOTESNO. 20A DIM CIR.NO. 20A DIM CIR.EP SCHEDULE - MULTI-PURPOSE ROOMDEVICE LOCATIONFACEPLATE COLORBUTTON AREA OF CONTROL LABEL LOADS ACTION, BUTTON LED COLOR ON/OFF REFERENCEEP 6 - 401 SE ENTRY TBD LCD STAGE AND WORKSTOUCH SCREEN9 / TL 011 24 PORT SWITCHCRP 101DSLCRP 105SR APRONFLOOR POCKETCRP 220CONTROL BOOTHGATEWAYOUTOUTOUTOUTARCHITECTURAL PROCESSORCRP 104SIDE OF SMPEP1-24CONTROL BOOTHEP5-3USREP5-2USLEP5-1DSL24 PORT SWITCHNETWORKENTRY PANELLCD PANELDMXNOTE:BOLD LINES INDICATE EQUIPMENT RESIDES IN SINGAL PROCESSING RACK, (SPR).RELAY PANEL 3(RP-3)RELAY PANEL 1(RP-1)RELAY PANEL 2(RP-2)EMERGENCY DMX BI-PASS, AS NECESSARYCRP 106SL APRONFLOOR POCKETEP1-4SMPCRP 107REHEARSAL POSITION FLOOR POCKETCRP 212PS 4CRP 211PS 4CRP 210PS 4CRP 209PS 3CRP 208PS 3CRP 207PS 3CRP 206PS 2CRP 205PS 2CRP 204PS 2CRP 203PS 1CRP 202PS 1CRP 201PS 1CRP 302FOLLOW SPOT BOOTHCRP 301LOADING GALLERYEP3-6HL VESTIBULEEP2-8SL VESTIBULEEP3-10REAR CORRIDOREP2-5SR VESTIBULEEP3-7HR VESTIBULEEP3-9REAR CORRIDOREP2-26HR FOH CATWALK ENTRYEP2-32FOLLOW SPOT BOOTHEP2-31LOADING RAILEP2-22FOH CATWALK ENTRYEP2-23CONTROL BOOTH VESTIBULEEP2-25FOH CATWALK ENTRYCRP 219HOUSE CATWALKSCRP 218HOUSE CATWALKSCRP 217HOUSE CATWALKSCRP 216HOUSE CATWALKSCRP 215HOUSE CATWALKSCRP 214HOUSE CATWALKSCRP 213HOUSE CATWALKSCRP 102USLCRP 103USREP2-12SR REAR CORRIDOR ENTRYEP2-11SL REAR CORRIDOR ENTRYEP5-171PREFUNCTIONEP1-401MULTI-PURPOSECRP 401MULTI-PURPOSECRP 402MULTI-PURPOSECRP 403MULTI-PURPOSECRP 404MULTI-PURPOSECRP 406MULTI-PURPOSECRP 405MULTI-PURPOSECRP 171PREFUNCTION SPACE-STAGE LEVELCRP 271PREFUNCTION SPACE-BATTEN 1CRP 272PREFUNCTION SPACE-BATTEN 2CRP 273PREFUNCTION SPACE-BATTEN 3CRP 274PREFUNCTION SPACE-BATTEN 424 PORT SWITCHEMERGENCY DMX BI-PASS, AS NECESSARYGATEWAYOUTOUTOUTOUTHOUSE AND CORRIDOR DMX CONTROLLED LIGHTSEMERGENCY DMX BI-PASS AND GATEWAY AS NECESSARY FOR CONNECTION TO ALL DMX CONTROLLED LIGHTING FIXTURESGATEWAYOUTOUTOUTOUT#1 ORCHESTRA SHELL#2 ORCHESTRA SHELLVIA CABLE REEL MOUNTED AT LOADING GALLERY.FURNISHED BY THIS SECTION AND INSTALLED BY DIV. 26. DMX TERMINATIONS BY THIS SECTION.(AS NEEDED)TO 0-10V ARCHITECTURAL LIGHTING FIXTURESCRP 275FRONT ENTRYCRP 276FRONT ENTRY1CRP 110REHEARSAL POSITIONCRP 109SL APRON FPCRP 108SR APRON FP1CRP 220HOUSE CATWALKCRP 221HOUSE CATWALKCRP 276FRONT ENTRYDATEJOBISSUESDate of issue:9/21/2018 11:08:39 AMTL 006THEATRE LIGHTING -CONTROL DIAGRAM,THE HALL12/12/1717008.000009.18.2018TL006THEATRE LIGHTING - CONTROL DIAGRAM, THE HALL2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION 12" = 1'-0"1DIAGRAM - THEATRE CONTROL RISER, THE HALL1REVISIONS1 09.18.2018 CHANGE ORDER 01 24 PORT SWITCHCRP 251CONTROL BOOTHGATEWAYOUTOUTOUTOUTARCHITECTURAL PROCESSOREP1-252CONTROL BOOTHEP3-153NW ENTRYEP3-152NE ENTRYEP5-151SE ENTRY24 PORT SWITCHNETWORKENTRY PANELLCD PANELDMXNOTE:BOLD LINES INDICATE EQUIPMENT RESIDES IN SINGAL PROCESSING RACK, (SPR).RELAY PANEL 12(RP-12)RELAY PANEL 11(RP-11)EMERGENCY DMX BI-PASS, AS NECESSARYEP1-155SW ENTRYCRP 362CATWALKSEP2-2512ND LEVEL ENTRYEP5-154SW ENTRYEP2-351CATWALKCRP 353CATWALKSCRP 352CATWALKSCRP 351CATWALKSCRP 154STAGE LEVELCRP 151STAGE LEVELCRP 152STAGE LEVELCRP 355CATWALKSCRP 354CATWALKSCRP 357CATWALKSCRP 356CATWALKSCRP 358CATWALKSCRP 359CATWALKSCRP 360CATWALKSCRP 361CATWALKSCRP 364CATWALKSCRP 363CATWALKSCRP 365CATWALKSCRP 366CATWALKSCRP 153STAGE LEVELEMERGENCY DMX BI-PASS, AS NECESSARYGATEWAYOUTOUTOUTOUTBLACK BOXDMX CONTROLLED LIGHTSEMERGENCY DMX BI-PASS AND GATEWAY AS NECESSARY FOR CONNECTION TO ALL DMX CONTROLLED LIGHTING FIXTURESTO 0-10V ARCHITECTURAL LIGHTING FIXTURES(AS NEEDED)11DATEJOBISSUESDate of issue:9/21/2018 11:08:40 AMTL 007THEATRE LIGHTING -CONTROL DIAGRAM,BLACK BOX12/12/1717008.000009.18.2018TL007THEATRE LIGHTING - CONTROL DIAGRAM, BLACK BOX2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION 12" = 1'-0"1DIAGRAM - THEATRE CONTROL RISER, BLACK BOXREVISIONS1 09.18.2018 CHANGE ORDER 01 |DATEJOBISSUESDate of issue:9/21/2018 11:08:40 AMTL 008THEATRE LIGHTINGFIXTURE SCHEDULE02/02/1817008.000009.18.2018TL008THEATRE LIGHTING FIXTURE SCHEDULE2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTION1SCHEDULE - THEATRE LIGHTING FIXTURESREFER TO SHEET ETO-016 FOR FIXTURESREVISIONSA 05.21.2018 IFP ADDENDUM 01 XXNEMA, 5-20 RECEPTACLECIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.20-GAUGE STEELENCLOSURE (MOUNT FACE FLUSHWITH WALL SURFACE)STANDARD BACK BOX PROVIDED BY DIV. 26.XXXXNEMA, 5-20 RECEPTACLECIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.20-GAUGE STEELENCLOSURE0' - 3"VERIFYFACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONCUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.XXXXNEMA, 5-20 RECEPTACLECIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.20-GAUGE STEELENCLOSURE (MOUNT FACE FLUSHWITH WALL SURFACE)STANDARD BACK BOX PROVIDED BY DIV. 26.XXNEMA, 5-20 RECEPTACLECIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.20-GAUGE STEELENCLOSURE0' - 3"VERIFYFACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONCUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.CRP -XXXXXXMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'LIGHTING NETWORKRJ-45SINGLE GANG DEEP STANDARD BACK BOX PROVIDED BY DIV, 26. ONE GANG DEEP STANDARD BACK BOX PROVIDED BY DIV, 26. DMX "IN"CRP -XXXXXXXXXXXXDMX INTWO GANG DEEP STANDARD BACK BOX PROVIDED BY DIV, 26. TWO PORT NETWORK NODECRP -XXXXXXXXXXXXXXXTWO PORT NETWORK NODEMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'LIGHTING NETWORKRJ-45FOUR GANG DEEP STANDARD BACK BOX PROVIDED BY DIV, 26. CRP -XXXXXXXXXXXXXXXTWO PORT NETWORK NODEHOUSE LIGHT CONTROLMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'LIGHTING NETWORKRJ-45FIVE GANG DEEP STANDARD BACK BOX PROVIDED BY DIV, 26. 20-GAUGE STEELENCLOSURE0' - 3"VERIFYCRP -XXXXXXXXXXXXMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'LIGHTING NETWORKRJ-45FACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONCUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.20-GAUGE STEELENCLOSURE0' - 3"VERIFYCRP -XXXXXXXXXXXXDMX "OUT"DMX OUTFACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONCUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.20-GAUGE STEELENCLOSURE0' - 3"VERIFYCRP -XXXXXXXXXXXXSINGLE PORT NETWORK NODESINGLE PORT GATEWAYNETDMXFACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONCUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.20-GAUGE STEELENCLOSURE0' - 3"VERIFYTWO PORT NETWORK NODEFACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UONCUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.CRP -XXXXXXXXXXXXXXXHOUSE LIGHT CONTROLMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'LIGHTING NETWORKRJ-45DETAIL VIEWSTAGE FLOORSTAGE MANAGERS PANELSIDE VIEWMAX.16-GAUGE STEEL ENCLOSURE16-GAUGE STEEL FACE PLATE. MOUNT FACE FLUSH WITH WALL SURFACE.CIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.PLUG BOX, FACE PLATE, BACK BOX, AND MOUNTING BRACKET BY 11 61 63.FACE PLATE COLOR PER SCHEDULE.120V ACSINGLE PORT NETWORK NODESINGLE PORT GATEWAYNETDMXVOLTAGE DIVIDER2'-0"CRP -XXXXXXXXXXXXXXXMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'LIGHTING NETWORKRJ-4516-GAUGE STEEL ENCLOSURE16-GAUGE STEEL FACE PLATE. MOUNT FACE FLUSH WITH WALL SURFACE.CIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.120V ACSINGLE PORT NETWORK NODESINGLE PORT GATEWAYNETDMXVOLTAGE DIVIDERCRP -XXXXXXXXXXXXXXXHOUSE LIGHT CONTROLMAX. ADDITIONAL CABLE LENGTH OFHUB INFORMATIONXX'LIGHTING NETWORKRJ-4516-GAUGE STEEL ENCLOSURE16-GAUGE STEEL FACE PLATE. MOUNT FACE FLUSH WITH WALL SURFACE.CIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.120V ACSINGLE PORT NETWORK NODEVOLTAGE DIVIDERXXNEMA, 5-20 RECEPTACLECIRCUIT NUMBERS ON FACE PLATE -SEE SCHEDULE FOR CIRCUIT NUMBERING.20-GAUGE STEEL ENCLOSUREFACE PLATE, DEVICE, AND MOUNTING FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UON0' - 3"VERIFYTWISTLOCK, L5-20 RECEPTACLEXXCUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.CRP -XXXXXXXXXXXXSINGLE PORT NETWORK NODESINGLE PORT GATEWAYNETDMXADD VOLTAGE DIVIDER AS REQUIRED.CRP -XXXXXXXXXXXXHUB INFORMATIONXX'LIGHTING NETWORKRJ-45ADD VOLTAGE DIVIDER AS REQUIRED.DATEJOBISSUESDate of issue:9/21/2018 11:08:42 AMTL 010THEATRE LIGHTING -DETAILS12/12/1717008.000009.18.2018TL010THEATRE LIGHTING - DETAILS2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION 3" = 1'-0"1DETAIL - PB, 1 CIRCUIT, FLUSH MOUNT 3" = 1'-0"4DETAIL - PB, 2 CIRCUIT, PIPE MOUNT 3" = 1'-0"2DETAIL - PB, 2 CIRCUIT, FLUSH MOUNT 3" = 1'-0"3DETAIL - PB, 1 CIRCUIT, PIPE MOUNT 3" = 1'-0"5DETAIL - CRP, 1 NETWORK, FLUSH MOUNT 3" = 1'-0"6DETAIL - CRP, DMX IN, FLUSH MOUNT 3" = 1'-0"7DETAIL - CRP, TWO PORT NODE, FLUSH MOUNT 3" = 1'-0"8DETAIL - CRP, 2 NETWORK, TWO PORT NODE, FLUSH MOUNT 3" = 1'-0"9DETAIL - CRP, CONTROL BOOTH 3" = 1'-0"10DETAIL - CRP, 1 NETWORK, PIPE MOUNT 3" = 1'-0"11DETAIL - CRP, DMX OUT, PIPE MOUNT 3" = 1'-0"12DETAIL - CRP, SINGLE PORT NODE, PIPE MOUNT 3" = 1'-0"13DETAIL - CRP, TWO PORT NODE, PIPE MOUNT 3" = 1'-0"14DETAIL - CRP, STAGE MANAGER'S PANEL 3" = 1'-0"15DETAIL - CRP, APRON FLOOR POCKET FACEPLATE 3" = 1'-0"16DETAIL - CRP, REHEARSAL FLOOR POCKET FACEPLATE 3" = 1'-0"17DETAIL - PB, 2 CIRCUIT, (1) L5-20 3" = 1'-0"18DETAIL - PS - 1 PORT NODE 3" = 1'-0"19DETAIL - PS - 1 NETWORKREVISIONS1 09.18.2018 CHANGE ORDER 01 FACE PLATE, BACK BOX AND DEVICE FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UON. DMX TERMINATIONS BY THIS SECTION.LCD TOUCH SCREEN7"DIAGONALLCD SCREEN FORMASTER LIGHTING CONTROLRACK BACK BOX AND PLATEMASTER LIGHTING CONTROLLCD SCREENREDPANICGREENNIGHT LIGHTSGRIDIRON LOADING GALLERYLOCKING GALLERYWORKINGSTAGE LEFTSTAGE RIGHTANTE-PRO/CATWALKSRUNNINGUPSTAGE WALLSTAGE LEFTANTE-PRO/CATWALKSSTAGE LEFTSTAGE RIGHTCATWALKS7"DIAGONAL1/8" ENGRAVED LETTERINGFILLED WITH WHITE PAINT.MOMENTARY CONTACTPUSHBUTTON, TYP.STANDARD BACK BOX PROVIDED BY DIV. 26.FACE PLATE AND DEVICE PROVIDED BY THIS SECTIONPRESET 2PRESET 11/8" ENGRAVED LETTERINGFILLED WITH WHITE PAINT.MOMENTARY CONTACTPUSH BUTTON, TYP.PRESET 2PRESET 1KEYED SWITCHSTANDARD BACK BOX PROVIDED BY DIV. 26.FACE PLATE AND DEVICE PROVIDED BY THIS SECTION.1/8" ENGRAVED LETTERINGFILLED WITH WHITE PAINT.MOMENTARY CONTACTPUSHBUTTON, TYP.PRESET 4PRESET 5PRESET 3PRESET 2PRESET 1STANDARD BACK BOX PROVIDED BY DIV. 26.FACE PLATE AND DEVICE PROVIDED BY THIS SECTION.1/8" ENGRAVED LETTERINGFILLED WITH WHITE PAINT.MOMENTARY CONTACTPUSHBUTTON, TYP.CUSTOM BACK BOXES FURNISHED BY THIS SECTION. AND INSTALLED BY DIV. 26.FACE PLATE AND DEVICE PROVIDED BY THIS SECTION.PRESET 2PRESET 1CUSTOM BACK BOXES FURNISHED BY THIS SECTION AND INSTALLED BY DIV. 26.FACE PLATE, BACK BOX, AND DEVICE FURNISHED BY THIS SECTION. INSTALLED BY DIV. 26. UON.DMX TERMINATIONS BY THIS SECTION.LCD TOUCH SCREEN18"DIAGONALCLFLUSH EDISON CONNECTOR, TYP.CIRC. NUMBER TYP.JUNCTION BOXFLAT CABLE TO PANTOGRAPH19A -28A19B -28BSTAGE LEFTSTAGE RIGHTWORK LIGHT LABEL (WL), TYP.L5-20 RECEPTACLE, TYP.60' - 6"CRP 201CRP 202CRP 203SWITCHED CIRCUITSSWITCHED CIRCUITSPS-1:CRP 201 -203; DMX RP1 -19 TO 28;WL RP1 -4714' - 11"CLFLUSH EDISON CONNECTOR, TYP.CIRC. NUMBER TYP.JUNCTION BOXFLAT CABLE TO PANTOGRAPH19A -28A19B -28BSTAGE LEFTSTAGE RIGHTWORK LIGHT LABEL (WL), TYP.L5-20 RECEPTACLE, TYP.60' - 6"CRP 204CRP 205CRP 206SWITCHED CIRCUITSSWITCHED CIRCUITSPS-2:CRP 204 -206; DMX RP1 -29 TO 34;WL RP1 -48PS-3:CRP 207 -209; DMX RP1 -35 TO 40;WL RP2 -2214' - 11"DATEJOBISSUESDate of issue:9/21/2018 11:08:43 AMTL 011THEATRE LIGHTING -DETAILS12/12/1717008.000009.18.2018TL011THEATRE LIGHTING - DETAILS2 10.25.2017 50% DESIGN DEVELOPMENT1 10.04.2017 35% DESIGN DEVELOPMENT3 12.13.2017 100% DESIGN DEVELOPMENT4 02.12.2018 50% CD5 03.15.2018 100% CD6 05.01.2018 ISSUE FOR BID7 09.18.2018 ISSUE FOR CONSTRUCTION 3" = 1'-0"3DETAIL - EP-1, FLUSH MOUNT 3" = 1'-0"4DETAIL - EP-1, STAGE MANAGER'S PANEL 3" = 1'-0"6DETAIL - EP-2, FLUSH MOUNT 3" = 1'-0"5DETAIL - EP-3, RECESSED 3" = 1'-0"7DETAIL - EP-5, FLUSH MOUNT 3" = 1'-0"8DETAIL - EP-2, SURFACE MOUNT 3" = 1'-0"9DETAIL - EP-6, FLUSH MOUNT 1/2" = 1'-0"1DETAIL - PS - 60 FT 6 IN - 20 ED RELAY - 36" TAIL, 4 WORK LIGHT, 3 CRP 1/2" = 1'-0"2DETAIL - PS - 60 FT 6 IN - 12 ED RELAY - 36" TAIL, 4 WORK LIGHT, 3 CRPHALLM.P.B.B.REVISIONS1 09.18.2018 CHANGE ORDER 01 CLFLUSH EDISON CONNECTOR, TYP.CIRC. NUMBER TYP.JUNCTION BOX41A -46A41B -46BSTAGE LEFTSTAGE RIGHTWORK LIGHT LABEL (WL), TYP.L5-20 RECEPTACLE, TYP.54' - 0"CRP 210CRP 211CRP 212SWITCHED CIRCUITSSWITCHED CIRCUITSPS-4:CRP 210 -212; DMX RP1 -41 TO 46;WL RP2 -231' - 6"MASTER LIGHTING CONTROLLCD SCREENREDPANICGREENNIGHT LIGHTSGRIDIRON LOADING GALLERYLOCKING GALLERYWORKINGSTAGE LEFTSTAGE RIGHTANTE-PRO/CATWALKSRUNNINGUPSTAGE WALLSTAGE LEFTANTE-PRO/CATWALKSSTAGE LEFTSTAGE RIGHTCATWALKS3U FOR OTHER GEARTIMERS 2 TYP.FLEXIBLE LED LIGHTS 2 TYP.STAGE RIGGING CONTROLLERMASTER LIGHTING CONTROLSLIDE OUT SCRIPT DESKLOCKABLE 2U DRAWER5' - 0"4' - 0"ADDITIONAL A/V EQUIPMENT2' - 3"CRP 106EDGE STRIPLIGHTINGAPRON EDGEMINMAXONOFFPIT EDGE STRIP LIGHTING CONTROLDOWNRELOADE-STOP#3 STAGE ELECTRICPRESET 4PRESET 3PRESET 2PRESET 1#2 STAGE ELECTRICPRESETUPCURTAIN DRAWOPENCLOSE#1 STAGE ELECTRICDATEJOBISSUESDate of issue:9/21/2018 11:08:43 AMTL 012THEATRE LIGHTING -DETAILS09/13/1817008.000009.18.2018TL012THEATRE LIGHTING - DETAILS1 09.18.2018 ISSUE FOR CONSTRUCTION 1/2" = 1'-0"1DETAIL - PS - 54 FT - 12 ED RELAY - FLUSH, 1 WORK LIGHT, 3 CRP 3" = 1'-0"2DETAIL - STAGE MANAGER PANEL, (SMP) WALL RACK MOUNTINGNEW SHEET1REVISIONS1 09.18.2018 CHANGE ORDER 01 0' - 5"0' - 0 1/2"0' - 1"EDGE SAFETY LIGHTING FIXTUREPLYRON, STAGE FLOORSUB FLOORSLEEPER SYSTEMCONCRETEAPRON FRONTFLOOR BLOCKING1/4" ENGRAVED LETTERINGFILLED IN WITH WHITE PAINT..(2) RACKSPACEEDGE STRIPLIGHTINGAPRON EDGEMINMAXONOFFEDGE STRIP LIGHTING CONTROLLERSBEHIND FACEPLATETOGGLE SWITCH (TYP.)POTENTIOMETER, (TYP.)FOR DIMMING LEVEL CONTROL.LED INDICATINGTHE STATUS OF THEFIXTURE.T7W1022CLH2H3Z.1Z.2824T8H4H11SKE 132YELLOW LED, TYP.RED LED, TYP.BLUE LED, TYP.2'-0"O.C. SPACING, TYP.INDICATES DIRECTION OF LED VISIBILITY. THE COLOR DENOTES THE QUARTER AND HALF MARK OF THE PROSCENIUM OPENING.JJUNCTION BOX IN FLOOR WITH CONDUIT TO STAGE MANANGER'S PANEL.DATEJOBISSUESDate of issue:9/21/2018 11:08:45 AMTL 101THEATRE LIGHTINGEDGE SAFETY LIGHTINGPLAN AND DETAILS03/09/1817008.000009.18.2018TL101THEATRE LIGHTING EDGE SAFETY LIGHTING PLAN AND DETAILS2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTION 3" = 1'-0"2DETAIL - EDGE SAFETY LIGHTING FIXTURE AT STAGE APRON 3" = 1'-0"3DETAIL - EDGE STRIP EDGE CONTROLSHALLM.P.B.B. 1/4" = 1'-0"1PLAN - EDGE SAFETY LIGHTING AT APRONREVISIONS1 09.18.2018 CHANGE ORDER 011 FFFFPMCLT1T2T3T4T5T6221024111278KH2H3H4H11418T7T0QTO RP3 -13TO SPR-1TO RP3 -17TO SPR-1TO RP3 -17TO SPR-1TO RP3 -17TO SPR-1TO RP3 -16TO SPR-1TO RP3 -16TO SPR-1TO RP3 -16TO SPR-1TO RP3 -14TO SPR-1TO RP3 -15TO SPR-14/2674/2694/2704/2714/2724/2744/2764/2774/2784/2794/2824/2834/2844/2854/2864/2884/2894/2914/2924/2944/295pgpgpgp`=Np`=Np`=Np`=Np`=Np`p`p`p`p`p`p`p`p`p`pgpgpgTO RP3 -15TO SPR-14/2604/2624/2634/2644/265DATA CONDUIT, TYP.POWER CONDUIT, TYP.4/281p`=N4/287p`=N4/275p`4/280p`4/268p`4/273p`4/2614/266TO RP2 -46TO SPR-14/256p`=P4/257p`=P4/259p`=P4/258p`=Pp`p`p`p`p`p`p`4/290TO RP3 -17TO SPR-1pgTO RP3 -16TO SPR-14/293pgp`=Op`=Op`=OTO RP3 -13TO SPR-1CL25202421111278KH2H31418T0POWER TO RP3 -11.DATA TO SPR-1.:)POWER AND DATA TO HLPOWER AND DATA TO HR4/298-2994/300-301POWER CONDUIT, TYP.DATA CONDUIT, TYP.4/296-2974/304-3054/302-3034/306-307papapapapapaX2322H324T8H4T90-10V ARCHITECTURAL LIGHTING FIXTURES TO RP2 -28,29JPM252426BB-1KBB-CBB-ABB-BT0QpipipipipipipipipipiPOWER TO RP3-20DATA TO SPR-14/310-32124/313-3154/316-3184/319-3214/322-3244/331-3334/334-3364/337-3394/340-3424/343-345POWER CONDUIT, TYP.DATA CONDUIT, TYP.pipi4/325-3274/328-330JPML678KT0QPOWER TO RP3-18DATA TO SPR-14/346-3484/349-3514/352-3544/355-3574/358-3604/379-3814/376-3784/373-3754/370-3724/367-369POWER CONDUIT, TYP.DATA CONDUIT, TYP.4/361-3634/364-366pipipipipipipipipipipipiDATEJOBISSUESDate of issue:9/21/2018 11:08:49 AMTL 131THEATRE LIGHTING,HOUSE LIGHTING, THEHALL03/05/1817008.000009.18.2018TL131THEATRE LIGHTING, HOUSE LIGHTING, THE HALL2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTIONNOTE:FIXTURE DMX ADDRESS NOTED IN BOXED TEXT.HALLM.P.B.B. 1/4" = 1'-0"1REFLECTED CEILING PLAN - HOUSE LIGHTING, THE HALL 1/4" = 1'-0"2REFLECTED CEILING PLAN - THEATRE LIGHTING, SOUND AND LIGHTLOCKS, THE HALL 1/4" = 1'-0"3PLAN - WORK AND RUNNING LIGHT, THEATRE LIGHTING, THE HALL,LOADING GALLERY LEVEL 1/4" = 1'-0"4REFLECTED CEILING PLAN - HOUSE LEFT CORRIDOR, NORTH 1/4" = 1'-0"5REFLECTED CEILING PLAN - HOUSE RIGHT CORRIDOR, NORTHREVISIONS1 09.18.2018 CHANGE ORDER 01ENTIRE SHEET1 FSFSFSFSFFFFFSFSFSFFFSFSHHFSFSFSF.E.C.FFSFSFSFSWT5T6303424233127BB-2BB-1YT8T9BB-CH3XT7SQ26.9SLL152SHOP160BLACK BOX149GREENROOM164OFFICE162UTILITY158BSTORAGE158ADRESSING154DRESSING156SLL153EDGE OF CATWALK ABOVE.0 -10V ARCHITECTURAL LIGHTING FIXTURES THIS AREA. TO RP-3 / 21, 30TRT5T6689YT8T9H2XT7Q0 -10V ARCHITECTURAL LIGHTING FIXTURES THIS AREA TO RP-3 / 19, 31CL13192210242389YT9H4H1X0 -10V ARCHITECTURAL LIGHTING FIXTURES THIS AREA TO RP-3 / 12, 32DATEJOBISSUESDate of issue:9/21/2018 11:08:52 AMTL 132THEATRE LIGHTING,WORK LIGHTING, THEHALL, ADJOININGSUPPORT SPACES03/05/1817008.000009.18.2018TL132THEATRE LIGHTING, WORK LIGHTING, THE HALL, ADJOININGSUPPORT SPACES2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTIONHALLM.P.B.B. 1/4" = 1'-0"3REFLECTED CEILING PLAN - HOUSE LEFT CORRIDOR, SOUTH, THE HALL 1/4" = 1'-0"4REFLECTED CEILING PLAN - HR CORRIDOR, SOUTH, THE HALL 1/4" = 1'-0"5REFLECTED CEILING PLAN - REAR CORRIDOR, THE HALLREVISIONS1 09.18.2018 CHANGE ORDER 01ENTIRE SHEET1 T7H2T5T68T8QH1STL 3114T7H3T5T624T8H4STL 311301-MAIN100' - 0"00-ORCHESTRA96' - 10"07-LOADING GALLERY130' - 0"T5T6T8BB-CT7SQ_STAGE0' - 0"0-10V ARCHITECTURAL LIGHTING FIXTURES THIS AREA.DATA TO RP3-33, 3401-MAIN100' - 0"07-LOADING GALLERY130' - 0"T5T6T8T7Q_STAGE0' - 0"0-10V ARCHITECTURAL LIGHTING FIXTURES THIS AREA.DATA TO RP3-9, 10DATEJOBISSUESDate of issue:9/21/2018 11:08:54 AMTL 311THEATRE LIGHTING,WORK LIGHTING,STAIRWELL03/06/1817008.000009.18.2018TL311THEATRE LIGHTING, WORK LIGHTING, STAIRWELL2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTIONHALLM.P.B.B. 1/4" = 1'-0"1PLAN - HOUSE RIGHT STAIRWELL, STAGE LEVEL 1/4" = 1'-0"2PLAN - HOUSE LEFT STAIRWELL, STAGE LEVEL 1/4" = 1'-0"3ELEVATION - HOUSE LEFT STAIRWELL, EAST 1/4" = 1'-0"4ELEVATION - HOUSE RIGHT STAIRWELL, WESTREVISIONS1 09.18.2018 CHANGE ORDER 01ENTIRE SHEET1 F.E.C.J323028342629BB-2BB-1BB-CBB-ABB-BS26.9SWSWSWSWSWSWSWSWSWSWSWSWSWSW(1) 20A CIRC. TO RP12 -7DMX TO SPR-2 JUNCTION BOX, TYP.(1) 20A CIRC. TO RP12 -8DMX TO SPR-2 papaPOWER TO RP-12/1DATA TO SPR-24/3824/3824/383-4084/410-4354/435-4604/461-4654/462-4684/469-4754/489-4934/483-4884/476-482SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWJUNCTION BOX, TYP.POWER CIRC., TYP.DATA, TYP.NOTE:TYPE "SW" FIXTURE TO BE DMX CONTROLLED AT 2'-0" INCREMENTS. 0-10V ARCHITECTURAL LIGHTING FIXTURE THIS AREA.TO RP12 -1, 7 0-10V ARCHITECTURAL LIGHTING FIXTURE THIS AREA.TO RP12 -1,7DATEJOBISSUESDate of issue:9/21/2018 11:08:55 AMTL 511THEATRE LIGHTING,BLACK BOX03/06/1817008.000009.18.2018TL511THEATRE LIGHTING, BLACK BOX2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1REFLECTED CEILING PLAN - HOUSE LIGHTING, BLACK BOX, STAGE LEVELHALLM.P.B.B.REVISIONS1 09.18.2018 CHANGE ORDER 011 JFSJCRFSFSJJGJCL35323028252034242629BB-2BB-121H318DLDLDLDLDLDLDLDLDLDL0-10V ARCHITECTURAL LIGHTING FIXTURES TO RP-3 24-29GJHCL116421271835H214DLDLDLDLDLDLDLDLDL0-10V ARCHITECTURAL LIGHTING FIXTURES IN THIS AREA TO RP-3 21-35DATEJOBISSUESDate of issue:9/21/2018 11:08:58 AMTL 715THEATRE LIGHTINGLOBBY03/08/1817008.000009.18.2018TL715THEATRE LIGHTING LOBBY2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1REFLECTED CEILING PLAN - THEATRE LIGHTING, PREFUNCTION,EAST HALF, STAGE LEVEL 1/4" = 1'-0"2REFLECTED CEILING PLAN - THEATRE LIGHTING, PREFUNCTION,WEST HALF, STAGE LEVELHALLM.P.B.B.REVISIONS1 09.18.2018 CHANGE ORDER 01ENTIRE SHEET1 GDBHFCA642ALL FIXTURES THIS AREA 0-10V.RP3 -22, 23, 33 TO 35.DATEJOBISSUESDate of issue:9/21/2018 11:08:59 AMTL 915THEATRE LIGHTING,MULTI-PURPOSE ROOM03/06/1817008.000009.18.2018TL915THEATRE LIGHTING, MULTI-PURPOSE ROOM2 05.01.2018 ISSUE FOR BID1 03.15.2018 100% CD3 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1REFLECTED CEILING PLAN - THEATRE LIGHTING, MULTI-PURPOSE ROOMHALLM.P.B.B.REVISIONS1 09.18.2018 CHANGE ORDER 01ENTIRE SHEET1 CL 2210 248 T8 T9 H2 H3 H4H1 X 41' - 8 23/32" 36' - 1 11/32" 41' - 2" 46' - 9 3/8" 9' - 9" 9' - 9" ORCHESTRA SHELL CEILING LAYOUT, INTRIGAL LED LIGHTING, SEE SPEC. 12' ORCHESTRA SHELL TOWER 10' ORCHESTRA SHELL TOWER 12' ORCHESTRA SHELL TOWER 1 TO 102 DATE JOB ISSUES Date of issue:9/20/2018 9:19:15 PMTO 101 THEATRE ORCHESTRA SHELL PLAN 12/13/17 17008.0000 09.18.2018 TO101THEATRE ORCHESTRA SHELL PLAN2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION HALL M.P. B.B. 1/4" = 1'-0"1 PLAN - ORCHESTRA SHELL ENCLOSURE LAYOUT REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE SHEET 1 JAW TO JAW TURNBUCKLE BATTEN CLAMP MOUSING WIRE TRUSS BATTEN BY OTHERS STEEL HANGER ARM ASSEMBLY MOUSING WIRE 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" X T8T9 _B.O. LOFT BEAM 40' - 7" 23' - 0" HINGED DOOR, TYP. ORCHESTRA CEILING, TYP. ORCHESTRA TOWER, TYP. CORRIDOR 138 DATE JOB ISSUES Date of issue:9/20/2018 9:19:16 PMTO 102 THEATRE ORCHESTRA SECTION AND DETAILS 12/13/17 17008.0000 09.18.2018 TO102THEATRE ORCHESTRA SECTION AND DETAILS2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 3" = 1'-0"4 DETAIL - ORCHESTRA SHELL BATTEN CONNECTION HALL M.P. B.B. 1/4" = 1'-0"1 SECTION - ORCHESTRA SHELL LAYOUT REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 3430BB-1 BB-2 BB-A BB-C REMOVABLE PLATFORM RAILING,TYP. AUDIENCE PLATFORM , TYP.6' - 0" 3' - 0" 24' - 0"24' - 0" 9' - 0" 42' - 0" +0"+6"+1'-0"+1'-6" REMOVABLE CHAIR STOPS AT EACH PLATFORM EDGE, TYP. 9' - 0" 9' - 0" 3430BB-1 BB-2 BB-A BB-C REMOVABLE PLATFORM RAILING,TYP. AUDIENCE PLATFORM , TYP. +0"+6"+1'-0"+1'-6" REMOVABLE CHAIR STOPS AT EACH PLATFORM EDGE, TYP. 6' - 0" 42' - 0" 3' - 0" 9' - 0" 24' - 0" 9' - 0" 6' - 0" 42' - 0" 9' - 0" 24' - 0" 3430BB-1 BB-2 BB-A BB-C 24' - 0" 42' - 0" 4 TP 101 01-MAIN 100' - 0" 03-TECHNICAL 112' - 0" 06-FOLLOW SPOT 124' - 8" 04-BB CATWALK 118' - 0" K T5 T6BB-A BB-CQ S 4' - 0"0' - 6" HAND RAILS, PER SPEC. TYP. MASKING PANELS, PER SPEC. SLL 152 TECH. STAIR 200CSLL 204 SLL 150 DATE JOB ISSUES Date of issue:9/20/2018 9:21:16 PMTP 101 THEATRE PLATFORM BLACK BOX AUDIENCE PLATFORMS 03/08/18 17008.0000 09.18.2018 TP101THEATRE PLATFORM BLACK BOX AUDIENCE PLATFORMS2 05.01.2018 ISSUE FOR BID 1 03.15.2018 100% CD 3 09.18.2018 ISSUE FOR CONSTRUCTION 1/8" = 1'-0"1 PLAN - AUDIENCE PLATFORMS, THRUST STAGE LAYOUT, BLACK BOX 1/8" = 1'-0"2 PLAN - AUDIENCE PLATFORMS, ARENA STAGE LAYOUT, BLACK BOX 1/8" = 1'-0"3 PLAN - AUDIENCE PLATFORMS, END STAGE LAYOUT, BLACK BOX 1/8" = 1'-0"4 ELEVATION - AUDIENCE PLATFORM SYSTEM, END STAGE LAYOUT, BLACK BOX HALL M.P. B.B. REVISIONS . T7 X 9 10 22CLH2 H3Z.1 Z.28 24 T8 H4H1 T9 1 E1 OC 5 10 OC 15 E3 20 E4 25 E2 RMCP RIGGING E-STOP T7 X 9 10 22CLH2 H3Z.1 Z.28 24 T8 H4H1 T9 GRAND VALANCE GRAND CURTAIN 7' - 0" STACK SPACEBORDER BORDER BORDER LEGS TRACKED LEGS MID-STAGE TRAVELER 3' - 0" CURTAIN TRACK ABOVE, TYP. CYCLORAMA CYCLORAMA, SECONDARY POSITION 15' - 0" 3' - 0" OVERLAP . DATE JOB ISSUES Date of issue:9/21/2018 12:21:34 AMTR 101 THE HALL RIGGING AND CURTAIN PLANS AND SCHEDULES 10/03/17 17008.0000 09.18.2018 TR101THE HALL RIGGING AND CURTAIN PLANS AND SCHEDULES2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 3 SCHEDULE - THEATRE RIGGING HALL M.P. B.B. 3/16" = 1'-0"1 PLAN - RIGGING LINESET LAYOUT 3/16" = 1'-0"2 PLAN - RIGGING CURTAIN LAYOUT4SCHEDULE - THEATRE CURTAINS REVISIONS 1 09.18.2018 CHANGE ORDER 01 A 05.21.2018 IFP ADDENDUM 01 ENTIRE SHEET 1 SET NAME LOCATION FROM PLASTER LINE BATTEN LENGTH BATTEN TYPE SUSPENSION ARBOR TYPE HIGH TRIM LOW TRIM PAYLOAD COMMENTS 1 GRAND VALANCE 0'-8" 56'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 36'-0" 7'-0" 1,500 2 GRAND CURTAIN 1'-8" 65'-0" 2 COUNTERWEIGHT DOUBLE PURCHASE DOUBLE STACK 34'-8" 4'-0" 1,500 TRIMS MEASURED TO LOWER BATTEN 3 #1 STAGE ELECTRIC 3'-4" 61'-0" 3 MOTORIZED N/A 32'-0" 5'-0" 2,000 TRIMS MEASURED TO LOWER BATTEN 4 #1 ORCHESTRA SHELL CEILING 5'-4" 44'-0" 2 COUNTERWEIGHT SINGLE PURCHASE TRIPLE STACK 37'-1" 10'-1" 3,000 TRIMS MEASURED TO LOWER BATTEN 5 #1 BORDER 6'-8" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 6 #1 LEGS 7'-4" 65'-0" 2 COUNTERWEIGHT SINGLE PURCHASE 30'-0" 5'-0" 1,500 ANGLED BATTEN EXTENSIONS 7 UTILITY BATTEN - PROJECTOR 8'-0" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 8 UTILITY BATTEN 9'-4" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 9 #2 BORDER 10'-0" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 10 #2 STAGE ELECTRIC 11'-4" 61'-0" 3 MOTORIZED N/A 32'-0" 5'-0" 2,000 TRIMS MEASURED TO LOWER BATTEN 11 MID-STAGE TRAVELER 12'-8" 65'-0" 2 COUNTERWEIGHT DOUBLE PURCHASE DOUBLE STACK 37'-6" 4'-0" 1,500 TRIMS MEASURED TO LOWER BATTEN. ANGLED BATTEN EXTENSIONS. 12 UTILITY BATTEN 14'-0" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 13 UTILITY BATTEN 14'-8" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 14 #2 ORCHESTRA SHELL CEILING 16'-2" 42'-0" 2 COUNTERWEIGHT SINGLE PURCHASE TRIPLE STACK 37'-1" 10'-1" 3,000 TRIMS MEASURED TO LOWER BATTEN 15 #3 BORDER 17'-4" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 16 #2 LEGS 18'-0" 65'-0" 2 COUNTERWEIGHT SINGLE PURCHASE 30'-0" 5'-0" 1,500 ANGLED BATTEN EXTENSIONS 17 #3 STAGE ELECTRIC 19'-4" 61'-0" 3 MOTORIZED N/A 32'-0" 5'-0" 2,000 TRIMS MEASURED TO LOWER BATTEN 18 UTILITY BATTEN 20'-8" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 19 UTILITY BATTEN 21'-4" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 20 CYCLORAMA 22'-0" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 21 UTILITY BATTEN 22'-8" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 22 UP STAGE TRAVELER 23'-8" 65'-0" 2 COUNTERWEIGHT DOUBLE PURCHASE DOUBLE STACK 37'-6" 4'-0" 1,500 TRIMS MEASURED TO LOWER BATTEN 23 #4 STAGE ELECTRIC 24'-8" 54'-0" 4 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 5'-0" 1,500 TRIMS MEASURED TO LOWER BATTEN 24 UTILITY BATTEN 26'-0" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 25 UTILITY BATTEN 26'-8" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 26 CYCLORAMA SECONDARY 27'-4" 54'-0" 1 COUNTERWEIGHT SINGLE PURCHASE 32'-0" 4'-0" 1,500 INSTALL ON SET CURTAIN DESCRIPTION QTY. OF PANELS FINISHED HEIGHT FIELD VERIFY ACTUAL CONDITIONS FINISH WIDTH FIELD VERIFY ACTUAL CONDITIONS FULLNESS FABRIC COLOR TRACK TYPE TRACK LENTH VERIFY ACTUAL CONDITIONS COMMENTS 1 GRAND VALANCE 1 9'-0" 54'-0" 100% 32oz IFR VELOUR BY ARCHITECT 2 GRAND CURTAIN 2 22'-0" 33'-0" 100% 32oz IFR VELOUR BY ARCHITECT ADC 280 2 @ 33'-0" HEAVY DUTY 5 #1 BORDER 3 8'-0" 28'-0" FLAT 25oz IFR VELOUR BLACK 6 #1 LEGS 2 25'-10" 8'-0" FLAT 25oz IFR VELOUR BLACK #1 LEGS TRACKED 2 23'-9" 20'-0" FLAT 25oz IFR VELOUR BLACK ADC 280 2 @ 15'-0" 10 #2 BORDER 3 8'-0" 54'-0" FLAT 25oz IFR VELOUR BLACK 12 MID-STAGE TRAVELER 2 23'-9" 14'-0" 100% 25oz IFR VELOUR BLACK ADC 280 2 @ 34'-0" HEAVY DUTY TRAVELER WITH 3'-0" OVERLAP AT CENTER EXTENDED LEGS 2 25'-10" 8'-0" FLAT 25oz IFR VELOUR BLACK 17 #3 BORDER 3 8'-0" 54'-0" FLAT 25oz IFR VELOUR BLACK 18 #2 LEGS 2 23'-9" 14'-0" FLAT 25oz IFR VELOUR BLACK 2 @ 15'-0" #2 LEGS TRACKED 2 23'-9" 20'-0" FLAT 25oz IFR VELOUR BLACK ADC 280 2 @ 15'-0" 23 UP STAGE TRAVELER 2 23'-9" 31'-0" 100% 25oz IFR VELOUR BLACK ADC 280 2 @ 34'-0" HEAVY DUTY TRAVELER WITH 3'-0" OVERLAP AT CENTER 20 CYCLORAMA 4 25'-6" 54'-0" FLAT IFR WHITE MUSLIN BLACK HEAT STOP BORDERS 10 5'-0" 3'-0" FLAT PER SPEC BLACK BLACK BOX CURTAINS 12 17'-6" 8'-0" FLAT 25oz IFR VELOUR BLACK Notes: ALL FABRIC IFR UNLESS NOTED OTHERWISE. CL 2210 248 T8 T9 H2 H3 H4H1 X T7 LOFT BLOCK, TYP. MULING BLOCK LINESHAFT WINCH, TYP. HEAD BLOCK, TYP. CURTAIN DRAW MOTOR, JUNCTION BOX. MOUNT TO SIDE OF LOADING GALLERY. GRIDIRON JUNCTION BOX FOR ELECTRIC #4. MOUNT TO SIDE OF LOADING GALLERY. 1 TR 309 01-MAIN 100' - 0" 00-ORCHESTRA 96' - 10" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" T7 XT6T8S T9 _B.O. LOFT BEAM 40' - 7" LOFT BLOCK, TYP.LINESHAFT HOIST, TYP. GRAND VALANCE GRAND CURTAIN STAGE ELECTRIC, TYP. LEGS, TYP.MID-STAGE TRAVELER UP-STAGE TRAVELER ORCHESTRA SHELL CEILING IN STORAGE CYCLORAMA CYCLORAMA, SECONDARY POSITION UTILITY BATTEN, TYP. ORCHESTRA SHELL STORAGE DATE JOB ISSUES Date of issue:9/21/2018 12:21:39 AMTR 201 THEATRE RIGGING STAGEHOUSE RCP AND SECTION 10/03/17 17008.0000 09.18.2018 TR201THEATRE RIGGING STAGEHOUSE RCP AND SECTION2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 RCP - RIGGING BLOCKS, GRIDIRON LEVEL 1/4" = 1'-0"2 SECTION - CENTERLINE RIGGING, HALL HALL M.P. B.B. SUPPLEMENTAL STEEL AS NEEDED, TYP. REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE SHEET 1 ENTIRE SHEET 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" 10 22CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" LOW TRIM BOTTOM OF CURTAIN AT HIGH TRIM 11' - 2" CURTAIN DRAW MOTOR 4' - 0" 34' - 8" HIGH TRIM 65' - 0" TYPE 2 BATTEN TERMINATION, TYP. TYPE 2 BATTEN LIFTLINE, TYP. LOFT BLOCK, TYP.HEAD BLOCK DOUBLE PURCHASE COUNTERWEIGHT ARBOR. CAPACITY OF 3,500#. TWO SIDE BY SIDE COUNTERWEIGHT STACKS. 7' - 0" STACK SPACE 7' - 0" STACK SPACE DRAW MOTOR JUNCTION BOX SO CABLE, TYP. SLIDING SO CABLE SUPPORT CLIP, TYP. STOP FOR SUPPORT CLIP, TYP. TR 402 6 1' - 0" ARBOR STOP DATE JOB ISSUES Date of issue:9/21/2018 12:21:40 AMTR 301 THE HALL RIGGING GRAND CURTAIN ELEVATION 10/03/17 17008.0000 09.18.2018 TR301THE HALL RIGGING GRAND CURTAIN ELEVATION2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 ELEVATION - GRAND CURTAIN HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE DRAWING 1 ENTIRE SHEET 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" 10 22CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" ORCHESTRA SHELL CEILING, PROVIDED BY DIV 11 61 13 LOFT BLOCK, TYP. 16" HEAD BLOCK, TYP. SINGLE PURCHASE TRIPLE STACKED COUNTERWEIGHT ARBOR ARBOR STOP ROPE LOCK TENSION BLOCK FIBER ROPE LIFT LINE, TYP.SUPPLEMENTAL STEEL, TYP. TYPE 2 BATTEN TERMINATION 1' - 0" TYPE 4 BATTEN TERMINATION, TYP. ARBOR STOP 10' - 1" 37' - 1 1/2" HIGH TRIM LOW TRIM POWER CABLE REEL DATA CABLE REEL 44' - 0" DATE JOB ISSUES Date of issue:9/21/2018 12:21:40 AMTR 302 THEATRE RIGGING ORCHESTRA SHELL CEILING #1 10/03/17 17008.0000 09.18.2018 TR302THEATRE RIGGING ORCHESTRA SHELL CEILING #12 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 ELEVATION - #1 ORCHESTRA SHELL CEILING HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE DRAWING 1 ENTIRE SHEET 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" 10 22CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" LOFT BLOCK, TYP. LIFT LINE, TYP. TYPE 1 BATTEN TERMINATION TYPE 1 BATTEN, TYP. HEAD BLOCK FIBER ROPE ROPE LOCK ARBOR STOP TENSION BLOCK 4' - 0" 32' - 0" HIGH TRIM LOW TRIM SINGLE PURCHASE COUNTERWEIGHT ARBOR OUTRIGGER BATTEN 54' - 0" DATE JOB ISSUES Date of issue:9/21/2018 12:21:41 AMTR 303 THE HALL RIGGING UTILITY BATTEN ELEVATION 10/03/17 17008.0000 09.18.2018 TR303THE HALL RIGGING UTILITY BATTEN ELEVATION2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 ELEVATION - UTILITY BATTEN HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE DRAWING 1 ENTIRE SHEET TVA CONTROL LINE, TYP. ADJUSTABLE TENSION BLOCK, TYP. SHEAVE, TYP. PADDED BASE 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" 10 22CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" LIVE END PULLEY DEAD END PULLEY BOTTOM OF CURTAIN AT HIGH TRIM 8' - 3" TYPE 2 BATTEN TERMINATION, TYP. LIFT LINE, TYP. LOFT BLOCK 4' - 0" LOW TRIM 37' - 6" HIGH TRIM DOUBLE PURCHASE COUNTERWEIGHT ARBOR. CAPACITY OF 3,500#. TWO SIDE BY SIDE COUNTERWEIGHT STACKS. STAGE RIGHTSTAGE LEFT LOFT BLOCK, TYP. MULE BLOCK MULE BLOCK LOFT BLOCK 1' - 0" ARBOR STOP 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" _STAGE 0' - 0" 10 22CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" LIVE END PULLEY DEAD END PULLEY BOTTOM OF CURTAIN AT HIGH TRIM TYPE 2 BATTEN TERMINATION, TYP. LIFT LINE, TYP. LOFT BLOCK, TYP. DOUBLE PURCHASE COUNTERWEIGHT ARBOR. CAPACITY OF 3,500#. TWO SIDE BY SIDE COUNTERWEIGHT STACKS. 4' - 0" 37' - 6" HIGH TRIM LOW TRIM 11' - 6" HEAD BLOCK ROPE LOCK TENSION BLOCK FIBER ROPE ARBOR STOP 1' - 0" DATE JOB ISSUES Date of issue:9/21/2018 12:21:43 AMTR 304 THE HALL RIGGING BI-PARTING MID STAGE TRAVELER ELEVATION 10/03/17 17008.0000 09.18.2018 TR304THE HALL RIGGING BI-PARTING MID STAGE TRAVELER ELEVATION2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 3" = 1'-0"2 DETAIL - TRAVELER FLOOR PULLEY 1/4" = 1'-0"1 ELEVATION - MID-STAGE TRAVELER 1/4" = 1'-0"3 ELEVATION - UPSTAGE TRAVELER HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 011 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" 10 22CL8 24 _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" 7' - 0" 36' - 0" LOW TRIM HIGH TRIM LOFT BLOCK, TYP. LIFT LINE, TYP. TYPE 1 BATTEN TERMINATION, TYP. TYPE 1 BATTEN HEAD BLOCK SINGLE PURCHASE COUNTERWEIGHT ARBOR ROPE LOCK TENSION BLOCK ARBOR STOP 56' - 0" _VariableAcoustic 35' - 0" DATE JOB ISSUES Date of issue:9/21/2018 12:21:43 AMTR 305 THEATRE RIGGING GRAND TEASER ELEVATION 08/15/18 17008.0000 09.18.2018 TR305THEATRE RIGGING GRAND TEASER ELEVATION1 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 ELEVATION - GRAND TEASER HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 NEW SHEET 1 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" _STAGE 0' - 0" 10 22CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" SUPPLEMENTAL STEEL, TYP. 10' - 1" 37' - 1 1/2" HIGH TRIM LOW TRIM LOFT BLOCK, TYP. TYPE 2 BATTEN TERMINATION, TYP. LIFT LINE, TYP. ORCHESTRA SHELL CEILING, PROVIDED BY DIV 11 61 , HEAD BLOCK COUNTERWEIGHT ARBORS, CAPACITY OF 3,000#. USE A THREE STACK ARBOR. ROPE LOCK TENSION BLOCK POWER CABLE REEL DATA CABLE REEL 1' - 0" 42' - 0" DATE JOB ISSUES Date of issue:9/21/2018 12:21:44 AMTR 306 THEATRE RIGGING ORCHESTRA SHELL CEILING #2 08/15/18 17008.0000 09.18.2018 TR306THEATRE RIGGING ORCHESTRA SHELL CEILING #21 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 ELEVATION - #2 ORCHESTRA SHELL CEILING HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 NEW DRAWING 1 NEW SHEET 01-MAIN 100' - 0" 00-ORCHESTRA 96' - 10" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" 10 22CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" 61' - 0" SUPPLEMENTAL STEEL, TYP. LINE SHAFT WINCH DRUM, TYP.LINE SHAFT WINCH MOTOR, TYP. LIFT LINE, TYP. TYPE 3 BATTEN TERMINATION, TYP. PANTOGRAPH CABLE MANAGEMENT, FURNISHED BY DIV 11 61 33, INSTALLED BY DIV 11 61 33. POWER CIRCUIT CONNECTED BY DIV. 26. PLUGSTRIP, FURNISHED BY DIV 11 61 63, INSTALLED BY 11 61 63, CONNECTED BY DIV 26. 5' - 0" LOW TRIM 32' - 0" HIGH TRIM GRIDBOX MOUNTED TO STRUCTURE. 2' - 0" DATE JOB ISSUES Date of issue:9/21/2018 12:21:44 AMTR 307 THEATRE RIGGING STAGE ELECTRIC ELEVATION 08/15/18 17008.0000 09.18.2018 TR307THEATRE RIGGING STAGE ELECTRIC ELEVATION1 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 ELEVATION - STAGE ELECTRIC HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 NEW DRAWING 1 NEW SHEET 01-MAIN 100' - 0" 05-PROSCENIUM 122' - 0" _STAGE 0' - 0" 9 2313191022CL _LOADING GALLERY 30' - 0" _B.O. LOFT BEAM 40' - 7" CYCLORAMA BACKDROP AT HIGH TRIM 9' - 4" 4' - 0" 32' - 0" HIGH TRIM LOW TRIM 54' - 0" LOFT BLOCK, TYP. LIFT LINE, TYP. TYPE 1 BATTEN TERMINATION, TYP. TYPE 1 BATTEN CYCLORAMA HEAD BLOCK COUNTERWEIGHT ARBOR FIBER ROPE ROPE LOCK ARBOR STOP TENSION BLOCK 6' - 4" NYLON WEBBING, TYP. SEWN IN D-RINGS BAG WIDTH 8'-0" BAG LENGTH EQUAL TO CYCLORAMA LIGHT WEIGHT MUSLIN SEWN IN BETWEEN NYLON STRAPS STRAP LENGTH 0'-9" STRAP LENGTH 1'-6" DATE JOB ISSUES Date of issue:9/21/2018 12:21:45 AMTR 308 THEATRE RIGGING CYCLORAMA ELEVATION 08/15/18 17008.0000 09.18.2018 TR308THEATRE RIGGING CYCLORAMA ELEVATION1 09.18.2018 ISSUE FOR CONSTRUCTION 1/4" = 1'-0"1 ELEVATION - CYCLORAMA HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 NEW DRAWING 1 1/2" = 1'-0"2 DETAIL - CYCLORAMA BAG NEW SHEET 01-MAIN 100' - 0" 07-LOADING GALLERY 130' - 0" 05-PROSCENIUM 122' - 0" 9 2313191022CL _B.O. LOFT BEAM 40' - 7" 2 TR 201 TYPE 1 BATTEN TYPE 4 BATTEN TERMINATION, TYP. LIFT LINE, TYP. LOFT BLOCK, TYP. JUNCTION BOX. #4 ELECTRIC JUNCTION BOX SO CABLE SLIDING SO CABLE SUPPORT CLIP, TYP. STOP FOR SUPPORT CLIP, TYP. 5' - 0" LOW TRIM 32' - 0" TR 402 6 PLUGSTRIP, FURNISHED BY DIV 11 61 63, INSTALLED BY 11 61 63, CONNECTED BY DIV 26. HIGH TRIM SINGLE PURCHASE COUNTERWIEGHT ARBOR ROPE LOCK TENSION BLOCK FIBER ROPE HEAD BLOCK DATE JOB ISSUES Date of issue:9/21/2018 12:21:46 AMTR 309 THEATRE RIGGING STAGE ELECTRIC #4 ELEVATION 09/14/18 17008.0000 09.18.2018 TR309THEATRE RIGGING STAGE ELECTRIC #4 ELEVATION1 09.18.2018 ISSUE FOR CONSTRUCTION HALL M.P. B.B. 1/4" = 1'-0"1 ELEVATION - STAGE ELECTRIC #4 REVISIONS 1 09.18.2018 CHANGE ORDER 01 NEW DRAWING 1 NEW SHEET HEAD BLOCK BEAM, REFER TO "S" SHEETS. HOIST LINES TO STAGE. HEAD BLOCK, SIZE AS SPECIFIED SPACER, (TYP.) COUNTERWEIGHT ARBOR OR MOTORIZED HOIST BELOW BASE ANGLES. CLIP TO BEAM GRADE 5 BOLTS CLIP TO BEAM IDLER PULLEYS AS REQUIRED SHEAVE LOFT BLOCK BEAM -BY OTHERS CLIP TO BEAM GRADE 5 BOLTS LIFT-LINE CLIP TO BEAM STEEL ARBOR RODS LOCKING COLLAR WITH THUMBSCREW -ONE SCREW PER ARBOR ROD SPREADER PLATE -ONE PER 2'-0" OF ARBOR ROD TIE PLATE BACKBONE COUNTERWEIGHTS CAPSTAN WINCH EYE BOLT BOTTOM TIE - (2) HALF-HITCHES USING ROPE THIMBLE AT RING GUIDE ASSEMBLY SEE SPECIFICATIONS FOR ADDITIONAL DETAILS. (3) TIE WRAPS TOP OF ARBOR. GRADE 8 BOLT. ELEVATION VIEW SECTION VIEW TOP TIE - (2) HALF-HITCHES USING ROPE THIMBLE AT RING. HOIST LINE ARBOR TERMINATION (3) TIE WRAPS EYE BOLT ROPE THIMBLE UTILITY CABLE SEE SPECIFICATION NICOPRESS SLEEVE CABLE THIMBLE SCREW -PIN SHACKLE MOUSING WIRE (4) ADDITIONAL LINKS TRIM CHAIN, SEE SPECIFICATIONS TRIM CHAIN WRAPS AROUND PIPE 2 TURNS PIPE BATTEN SECTION VIEWELEVATION VIEW NICROPRESS UTILITY WIRE CABLE THIMBLE JAW TO JAW TURNBUCKLE BATTEN CLAMP MOUSING WIRE BATTEN CLAMP TRACK CLAMP TRACK, TYP. CARRIER, TYP. TRIM CHAIN, TYP. CURTAIN CLIP, TYP. CURTAIN, TYP. BATTEN CLAMP TRACK CLAMP TRACK, TYP. CARRIER, TYP. TRIM CHAIN, TYP. CURTAIN CLIP, TYP. CURTAIN, TYP. 2'-0"BOTH ENDS PAINTED YELLOW. TYPE 1 BATTEN TERMINATION SAFETY CAP. LINE SET NUMBER. MAX. 1/4" X 4" STEEL STRAP, WELD TO BATTENS, TYP. PIPE BATTEN, 1-1/2" SCH. 40 PIPE TYPE 2 BATTEN TERMINATION, 5' - 0" BATTEN OFFSET PER ELEVATION DRAWING ELEVATION VIEW SECTION VIEW 0' - 4"0' - 4"0' - 4"0' - 4" 2' - 0" SCH. 40 PIPE SPLICE 3/8" x 2-1/4" GRADE 5 HEX BOLT W/ NYLON LOCK NUT. 1 1/2" SCHEDULE 40 STEEL PIPE. LOFT BLOCK BEAM -BY OTHERS CLIP TO BEAM LIFT-LINE CLIP TO BEAM BEAM CLAMP SWAGE SLEEVE WIRE ROPE THIMBLE SHACKLE DATE JOB ISSUES Date of issue:9/21/2018 12:21:47 AMTR 401 THEATRE RIGGING DETAILS 12/11/17 17008.0000 09.18.2018 TR401THEATRE RIGGING DETAILS2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 1 1/2" = 1'-0"1 DETAIL - UNDER HUNG MULTILINE HEAD BLOCK 1 1/2" = 1'-0"2 DETAIL - LOFT BLOCK UNDER HUNG 1 1/2" = 1'-0"3 DETAIL - COUNTERWIEGHT ARBOR 1 1/2" = 1'-0"4 DETAIL - ARBOR TERMINATION 1 1/2" = 1'-0"5 DETAIL - TYPE 1 BATTEN TERMINATION 1 1/2" = 1'-0"6 DETAIL - TYPE 2 BATTEN TERMINATION 1 1/2" = 1'-0"7 DETAIL - CHANNEL CURTAIN TRACK SINGLE 1 1/2" = 1'-0"8 DETAIL - CHANNEL CURTAIN TRACK DOUBLE 1 1/2" = 1'-0"9 DETAIL - TYPE 1 BATTEN 1 1/2" = 1'-0"10 DETAIL - TYPE 2 BATTEN 3" = 1'-0"11 DETAIL - BATTEN SPLICE 1 1/2" = 1'-0"12 DETAIL - BEAM CLAMP REVISIONS 500# ROPE LOCK INDEX CARD LOCATION 2' - 3" LOCKING RAIL STEEL SUPPORT 5'-0" O.C. MAX. :) TIE OFF ANGLE FOR HANDLINE ATTACHMENT 500# RIGGING E-STOP 0' - 3" 0' - 4" MUSHROOM STYLE PUSH BUTTON 5/16" WHITE LETTERING BLACK FACE PLATE BACKBOX AND FACE PLATE PROVIDED BY THIS SECTION. DISCONNECT POWER PROVIDED BY DIVISION 26. RIGGING MOTOR CONTROL PANEL (RMCP-1) LOCATED MID-STAGE ON LOCKING RAIL STAGE LEFT PROVIDED BY SECTION 11 61 33 NOTES: 1 -POWER TO RIGGING MOTOR CONTROL CABINET, RMCC, AND RIGGING MOTOR CONTROL PANEL PROVIDED BY DIVISION 26. 2 -ALL DEVICES, CONDUIT, AND WIRE FROM RMCC AND RMCP TO MOTOR PROVIDED BY THIS SECTION. 3 -REFERENCE ELECTRICAL SHEETS. 4 -SEE SPECIFICATIONS 1.5HP MOTOR: #3 STAGE ELECTRIC 120/208 VAC 60hz. 3 Ø j RIGGING MOTOR CONTROL CABINET (RMCC) LOCATED UPSTAGE LEFT E-STOP SL STAGE ELECTRICS 1.5HP MOTOR: #2 STAGE ELECTRIC 120/208 VAC 60hz. 3 Ø j 1.5HP MOTOR: #1 STAGE ELECTRIC 120/208 VAC 60hz. 3 Ø j 60A 120/208V 3PHASE, PROVIDED BY DIV 26. CDCP CURTAIN DRAW MOTOR 1.5HP MOTOR: GRAND CURTAIN 120/208 VAC 60hz. 1 Ø j DOWN RELOAD KEYED SWITCH BACK LIT PUSH BUTTONMUSHROOM CAP BUTTON E-STOP #1 STAGE ELECTRIC #3 STAGE ELECTRIC PRESET 4 PRESET 3 PRESET 2 PRESET 1 #2 STAGE ELECTRIC PRESET MOMENTARY HOLD TO RUN BUTTON MOTOR SELECTOR PRESS TO RESET PRESET UP MOUNT MID-STAGE ALONG LOCKING RAIL CURTAIN DRAW OPEN CLOSE CLOSE CURTAIN DRAWWHITE LETTERING RED BACKGROUND OPEN SINGLE GANG BOX LOCATED IN CONTROL ROOM LIFT LINE SLIDING "SO" CONNECTOR. "SO" CABLE. RIGID STOP PREVENTING FURTHER DOWNWARD MOVEMENT. NICROPRESS WIRE ROPE WIRE ROPE THIMBLE JAW TO JAW TURNBUCKLE BATTEN CLAMP MOUSING WIRE PLUGSTRIP STRAP0' - 4" 1/4" X 4" STEEL STRAP PIPE BATTEN, 1-1/2" SCH. 40 PIPE BATTEN TERMINATION, 10'-0" O.C. MAX. ELEVATION VIEW SECTION VIEW STAGE ELECTRIC STAGE AUDIENCE BATTEN OFFSET PER ELEVATION 5' - 0" MAX DATE JOB ISSUES Date of issue:9/21/2018 12:21:48 AMTR 402 THEATRE RIGGING DETAILS 12/11/17 17008.0000 09.18.2018 TR402THEATRE RIGGING DETAILS2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 1 1/2" = 1'-0"1 DETAIL - FLOOR MOUNTED LOCKING RAIL 3" = 1'-0"2 DETAIL - RIGGING EMERGENCY STOP 12" = 1'-0"3 DIAGRAM - RIGGING CONTROL 3" = 1'-0"4 DETAIL - RIGGING MOTOR CONTROL PANEL, RMCP 3" = 1'-0"5 DETAIL - CURTAIN DRAW CONTROL PANEL ( CDCP) 6" = 1'-0"6 DETAIL - "SO" CABLE SUPPORT SLIDE AND STOP REVISIONS 1 09.18.2018 CHANGE ORDER 01 1 1/2" = 1'-0"7 DETAIL - TYPE 4 BATTEN TERMINATION 1 1/2" = 1'-0"8 DETAIL - TYPE 3 BATTEN WITH ELECTRIC 1 SLL 133 TICKET 107 B3-DAB3-DA B3-DA B3-DA CL K H2 H3Z.1 Z.2 BB-A 14 18 T0 2 TR 403 CURTAIN TRACK, TYP. K BB-A T0 JUNCTION BOX JUNCTION BOX MOUNTED TO MASTER CARRIER HEAVY DUTY CURTAIN TRACK MOUNT TO STRUCTURE ABOVE FIBER ROPE LIGHTING FIXTURE FLEXIBLE PENDANT PROVIDED BY DIV 11 61 63 9' - 6" 6' - 0" CATWALK #5 TRACK STOP TBD. SINGLE CARRIER, TYP. PULLEY, TYP. DATE JOB ISSUES Date of issue:9/21/2018 1:54:44 AMTR 403 TH. RIG. TRACKED ARCHITECTURAL LIGHTING FIXTURES PLAN AND SECTION 09/21/18 17008.0000 09.18.2018 TR403TH. RIG. TRACKED ARCHITECTURAL LIGHTING FIXTURES PLAN ANDSECTION1 09.18.2018 ISSUE FOR CONSTRUCTION HALL M.P. B.B. REVISIONS 1 09.18.2018 CHANGE ORDER 01 1/4" = 1'-0"1 PLAN - TRACKED ARCHITECTURAL LIGHTING FIXTURES 1/2" = 1'-0"2 SECTION - TRACKED ARCHITECTURAL LIGHTING FIXTURE NEW SHEET 1 . J 2520126 L T7 W 7 CL K H2 H3 M N P R T1 T2 T3 T4 T5 T6 11 21Z.1 Z.2 T 8 24 BB-A BB-B BB-C 14 18 T8 Q H4H1 S T0 R.8 7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2" 7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2" 5' - 6"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"7' - 8 1/2"5' - 6" 5 TVA 101 VARIABLE ACOUSTIC BANNER BOX, TYP. VARIABLE ACOUSTIC BANNER MOTOR, TYP. 7 TVA 101 1 TVA 102 3 TVA 102 2 TVA 102 6' - 0" STACK SPACE 6' - 0" STACK SPACE LIVE END PULLEY DEAD END PULLEY 58' - 0" 5' - 9" STACK SPACE 5' - 9" STACK SPACE 54' - 0" LIVE END PULLEY DEAD END PULLEY ^ _ 3 SKE 114 08-LOW PARAPET 130' - 11" T0 7' - 11" 9' - 7" BANNER BOX DEPLOYED BANNER 08-LOW PARAPET 130' - 11" M T1T2 8' - 3" 11' - 0" ACOUSTIC BANNER BOX ACOUSTIC BANNER FABRIC DATE JOB ISSUES Date of issue:9/21/2018 12:30:44 AMTVA 101 THE HALL VARIABLE ACOUSTIC CURTAINS 10/23/17 17008.0000 09.18.2018 TVA101THE HALL VARIABLE ACOUSTIC CURTAINS2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION 3 SCHEDULE - THEATRE VARIABLE ACOUSTIC CURTAINS, THE HALL HALL M.P. B.B. 1/4" = 1'-0"1 RCP - VARIABLE ACOUSTIC LAYOUT 1/2" = 1'-0"5 SECTION - VARIABLE ACOUSTIC BANNER, CATWALK #5 1/2" = 1'-0"7 SECTION - VARIABLE ACOUSTIC BANNERS, CATWALK #4 ALTERNATIVE #5: REMOVE ACOUSTIC CURTAIN A AND B. INCLUDING TRACK AND TENSION PULLEY. ADD TWELVE (12) MOTORIZED ACOUSTIC BANNERS TO BE MOUNTED AT THE TOP OF THE ROOF DECK. ADD MOTORS TO THE CONTROL RISER DIAGRAM. ADDITIONAL ELECTRICAL CAPACITY IS NOT REQUIRED. WE WILL LIMIT THE NUMBER OF BANNERS THAT CAN MOVE AT A SINGLE TIME. THE BANNER CONTROLLER WILL ADD TWO POSITIONS FOR THE ADDITIONAL CATWALKS. REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE SHEET 1 CURTAIN CURTAIN DESCRIPTION QTY. OF PANELS HEIGHT FIELD VERIFY ACTUAL CONDITIONS WIDTH FIELD VERIFY ACTUAL CONDITIONS FULLNESS FABRIC COLOR TRACK TYPE TRACK LENTH VERIFY ACTUAL CONDITIONS COMMENTS A VAR. ACOUSTIC CURTAIN 2 15'-10" 24'-0" 100% 32oz. IFR VELOUR BLACK 280 58'-0" SINGLE TRACK, BI-PARTING TRAVELER B VAR. ACOUSTIC CURTAIN 2 19'-6" 23'-0" 100% 32oz. IFR VELOUR BLACK 280 54'-0" SINGLE TRACK, BI-PARTING TRAVELER Notes: ALL FABRIC IFR UNLESS NOTED OTHERWISE. 08-LOW PARAPET 130' - 11" P T3T4PT3T4 03B - LOADING GALLERY 128' - 0" 10' - 1"12' - 0" ACOUSTIC BANNER BOX ACOUSTIC BANNER FABRIC 08-LOW PARAPET 130' - 11" T5 Q 12' - 10" CURTAIN TRACK VARIABLE ACOUSTIC FABRIC ^ 08-LOW PARAPET 130' - 11" T7 14' - 0" CURTAIN TRACK ACOUSTIC CURTAIN FABRIC _ TVA CONTROL LINE, TYP. ADJUSTABLE TENSION BLOCK, TYP. SHEAVE, TYP. SUPPLAMENTAL STEEL AS NEEDED FOR TVA CONTROL LINE ASSEMBLY. PIPE CLAMPED TO STEEL TENSION BLOCK MOUNTED TO STEEL CL T5 T6 2210 H3H4H1 T7 Q RAIL MOUNTED TENSION BLOCK, TYP. RAIL MOUNTED ACOUSTIC BANNER CONTROL PANEL ACOUSTIC BANNER CONTROL CABINET ABCC DOWN KEYED SWITCH MUSHROOM CAP BUTTON E-STOP MOMENTARY HOLD TO RUN BUTTON UP MOUNT ALONG CATWALK RAILING HOUSE LEFT DOWN UP DOWN UP CATWALK #3 CATWALK #4 CATWALK #5 DISCONNECT POWER PROVIDED BY DIVISION 26. ACOUSTIC BANNER CONTROLLER LOCATED CATWALK LEVEL HOUSE LEFT PROVIDED BY SECTION 11 61 NOTES: 1 -POWER TO ACOUSTIC BANNER CABINET AND ACOUSTIC BANNER CONTROLLER PROVIDED BY DIVISION 26. 2 -ALL DEVICES, CONDUIT, AND WIRE FROM CABINET AND CONTROLLER TO MOTOR PROVIDED BY THIS SECTION. 3 -REFERENCE ELECTRICAL SHEETS. 4 -SEE SPECIFICATIONS ACOUSTIC BANNER MOTOR CABINET LOCATED CATWALK LEVEL HOUSE RIGHT ACOUSTIC BANNERS .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø j 120/208V 3PHASE, PROVIDED BY DIV 26. .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø j .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø j .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø j j j j .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø j j j j .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #3 120 VAC 60hz. 1 Ø ACOUSTIC BANNERS j j j j j j j j j .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #5 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø .3 HP MOTOR: ACOUSTIC BANNER CATWALK #4 120 VAC 60hz. 1 Ø DATE JOB ISSUES Date of issue:9/21/2018 12:30:46 AMTVA 102 VARIABLE ACOUSTIC CURTAIN SECTIONS AND ELEVATIONS, THE HALL 09/09/18 17008.0000 09.18.2018 TVA102VARIABLE ACOUSTIC CURTAIN SECTIONS AND ELEVATIONS, THEHALL1 09.18.2018 ISSUE FOR CONSTRUCTION HALL M.P. B.B. 1/2" = 1'-0"1 SECTION - VARIABLE ACOUSTIC BANNER, CATWALK #3 1/2" = 1'-0"2 SECTION - VARIABLE ACOUSTIC CURTAIN A, CATWALK #2 1/2" = 1'-0"3 SECTION - VARIABLE ACOUSTIC CURTAIN B, CATWALK #1 1 1/2" = 1'-0"4 DETAIL - CATWALK MOUNTED TENSION BLOCK 1/4" = 1'-0"5 PLAN - CATWALK MOUNTED TENSION BLOCKS 3" = 1'-0"6 DETAIL - ACOUSTIC BANNER CONTROLLER PANEL (ABCP) 12" = 1'-0"7 DIAGRAM - ACOUSTIC BANNER CONTROL REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE SHEET 1 05-PROSCENIUM 122' - 0" 10 22CL TENSION PULLEY MOUNTED TO CATWALK RAIL LIVE END PULLEY UNISTRUT MOUNTED TO STRUCTURE ABOVE PAINTED BLACK CURTAIN TRACK HANGER, TYP. SPACED PER MANUFACTURER RECOMMENDATIONS. VARIABLE ACOUSTIC CURTAINS "B" 05-PROSCENIUM 122' - 0" CL TENSION PULLEY MOUNTED TO CATWALK RAIL LIVE END PULLEY UNISTRUT MOUNTED TO STRUCTURE ABOVE PAINTED BLACK CURTAIN TRACK HANGER, TYP. SPACED PER MANUFACTURER RECOMMENDATIONS. VARIABLE ACOUSTIC CURTAINS "A" DATE JOB ISSUES Date of issue:9/21/2018 12:30:47 AMTVA 301 THE HALL VARIABLE ACOUSTIC CURTAIN ELEVATIONS 12/13/17 17008.0000 09.18.2018 TVA301THE HALL VARIABLE ACOUSTIC CURTAIN ELEVATIONS2 10.25.2017 50% DESIGN DEVELOPMENT 1 10.04.2017 35% DESIGN DEVELOPMENT 3 12.13.2017 100% DESIGN DEVELOPMENT 4 02.12.2018 50% CD 5 03.15.2018 100% CD 6 05.01.2018 ISSUE FOR BID 7 09.18.2018 ISSUE FOR CONSTRUCTION HALL M.P. B.B. 1/4" = 1'-0"1 ELEVATION - VARIABLE ACOUSTIC CURTAIN, #1 CATWALK 1/4" = 1'-0"2 ELEVATION - VARIABLE ACOUSTIC CURTAIN, #2 CATWALK REVISIONS 1 09.18.2018 CHANGE ORDER 01 ENTIRE SHEET 1