Exterior ElevationsREFERENCE SHEET A301 FOR
PERCENTAGE OF MASONRY MATERIAL
BREAKDOWN FOR EACH FACADE.
o^ EST EXTERIOR ELEVATION
0 1" c 10'-0"
E T.O. MASONRY
EL. = 125'-0"
=. z EL 121'-8 112"
-- - o T.O. PARAPET
- 25
r.
z C 08
i
06
FINISH FLOOR
L. =100'-0"
�3 03 07 01 13 07 p4
a { NORTH EXTERIORELEVATION(CONTINUED)
1 1" = 10'-0"
14 13 12.8 12
PAI
EL. =12
7 EXTERIOR
ELEVATION
i... (PARTIAL)
T.O.1"= 10'-0"
SOUTH EXTERIOR ELEVATION
O j
1" = 10'-0"
/lk T.O. EXISTING STEEL _
IV EL. =125'-0"
T.O. EXISTING PARAPET
SEL. = 117'-0"
REF. 06/A300
EXTERIOR
ELEVATION
NOTATIONS
FINISH FLOOR
SEL, = 100'-0"
lt i SOUTH EXTERIOR ELEVATION
1" =10'-0"
13 12 11.4 11
ING STEEL
:L. = 125'-0"
;PARAPET ot
:L. =117'-0"
REF. 07/A300
EXTERIOR
ELEVATION
NOTATIONS
SH FLOOR
L. =100'-0"
IrM
u5SOUTH EXTERIORELEVATION (CONTINUED)
1 " = 101-011
01
MODULAR BRICK - (FIELD) BRICK -1 BY ACME BRICK CO. SET IN
RUNNING BOND PATTERN. REFERENCE SHEET A301 FOR BRICK &
STONE DESCRIPTION FOR COLOR/MANUF.
10
(STONE -5) CAST STONE AT WINDOW SURROUND.
REFERENCE )WJA4" FOR JOINT PATTERN.19
3033 KELLWAY DRIVE SUITE 120
VERTICAL BRICK CONTROL JOINT
27
EXISTING EXTERIOR MASONRY WALL CONSTRUCTION
35
EXTRUDED ALLOY ALUMINUM BEAM, TUBE TRELLIS AND STEEL
COLUMN EQUAL TO AVADEK.
CIVIL ENGINEER
PACHECO KOCH
p2
MODULAR BRICK - (FIELD)BR( ICK -2? BY ACME BRICK CO. SET IN
RUNNING BOND PATTERN. REFERENCE SHEET A301 FOR BRICK &
DESCRIPTION
11
AUTOMATIC Bi -PARTING SLIDING DOORS (CLEAR ANODIZED
FINISH) REF. DOOR SCHEDULE.
20
�} " 1
NATURAL TEXAS LIMESTONE BLEND STONE -1 ROUGH BACK'
BY TEXAS QUARRIES.
28
24 DIA. EXTRUDED ALLOY ALUMINUM SIDE -LOCK COLUMN
"
COVER. SATIN BRUSH FINISH.
36
NATURAL TEXAS LIMESTONE BLEND STONE -7) "ROUGH BACK'
(
BY TEXAS QUARRIES (STEM WALL).
W to
11615 FOREST CENTRAL DR. SUITE 303
fA
DALLAS, TX 75243
STONE FOR COLOR/MANUF,
PHONE: (214) 340-1199
m®.®
MEP ENGINEER
BASHARKHAH ENGINEERING
921 RIVERFRONT BLVD. SUITE 100
DALLAS, TX 75207
PHONE: (214) 659-9000
03
BRICK - (ACCENT) BRICK -3 BY ACME BRICK CO. SET IN RUNNING
BOND PATTERN. BRICK SHALL BE SET BACK" FROM FACE OF
BRICK. SHEET
12
EXTRUDED ALLOY ALUMINUM OVERHEAD SUPPORTED
CANOPY W/ PIPE BRACE EQUAL TO AVADEK.
21HATCHED
AREA INDICATES 1" INSULATED LOW E GLASS IN
ANODIZED ALUMINUM WINDOW SYSTEM WITH APPLIED SCREEN
2g
EXISTING EXTERIOR MASONRY CLEARSTORY DORMER.
37
NOMINALLY 4" THICK CAST STONE CAP (STONE -8) W/ V
PROJECTION OVER TOP OF STEM WALL, CAST STONE CAP
730 East Perk Blvd. Suite 100
Plano, TX 75074
ADJACENT REFERENCE A301 FOR BRICK & STONE
DESCRIPTION FOR COLOR/MANUF.
UTILITY BRICK (BASE) (BRICK -4) BY ACME BRICK CO. SET IN SPECIFIC
13
SURFACE MOUNTED EXTERIOR LIGHT FIXTURE TYPE "W
GRAPHIC PATTERN.
3fl
EXISTING STANDING SEAM METAL ROOF SYSTEM.
SHALL NOT EXCEED 48" LONG. CAST STONE CAP SHALL BE
EVENLY SPACED ALONG LENGTH.
fl4
PATTERN REF. 02/A301 . REFENCE SHEET A301 FOR BRICK AND
( )
REF. LIGHT FIXTURE SCHEDULE ON SHEET A213.
22
NOMINALLY 4" THICK CAST STONE CAP (STONE -4) TAPERED V TO
EACH SIDE. CAST STONE CAP SHALL NOT EXCEED 48" LONG. CAST
05
STONE DESCRIPTION FOR COLOR/MANUF.
10" HIGH (OVERALL) VARYING PROFILED CAST STONE COPING
(STONE 3), CAST STONE COPING SHALL NOT EXCEED 48" LONG.
14
HOLLOW METAL DOOR AND FRAME. DOOR AND FRAME TO BE
PAINTED (PT -X)
23
STONE CAP SHALL BE EVENLY SPACED ALONG LENGTH.
BUILDING SIGNAGE REF. FOR ENLARGED ELEVATION
31
TWO-PIECE CAST STONE CAP (OVERALL THICKNESS 10 k) -
(STONE -6). CAST STONE CAP SHALL NOT EXCEED 48" LONG. CAST
STONE CAP SHALL BE EVENLY SPACED ALONG LENGTH, CAST
CAST STONE COPING SHALL BE EVENLY SPACED ALONG
AND DETAILS
STONE CAP SHALL PROJECT 1" FROM ADJACENT STONE
LENGTH. CORNERS SHALL BE MITERED.
(STONE -3) 4" HIGH CAST STONE BAND. PROJECTED 1" FROM
15MOUNT
OVERFLOW NOZZLE WITH FLANGE ESCUTCHEON PLATE
24" A.F.F. TO CENTERLINE.
24
MANUAL BUILDING MOUNTED DRIVE -UP BOOK DROP. REF.
SURFACE.
06
FACE OF BRICK. CAST STONE SHALL NOT EXCEED 48" LONG.
SEE FOR TYPE OF UNIT AND MOUNTING DETAILS.
32
EXISTING CAST -IN-PLACE CONCRETE COLUMN ENCLOSURE AND
STEEL TRUSS.
07
CAST STONE SHALL BE EVENLY SPACED ALONG LENGTH.
��
1 INSULATED LOW E GLASS IN ANODIZED ALUMINUM WINDOW
16
FREEZE PROOF HOSE BIB. MOUNT HOSE BIB 2-4"A.F.F.
25
7 " HIGH (OVERALL) CAST STONE BAND (STONE -3). CAST STONE
BAND SHALL NOT EXCEED 48" LONG. CAST STONE BAND SHALL
t.:.
fr
SYSTEM TYP. U.N.O. FOR APPLIED SILK SCREEN.
17
RECESSED WALL MOUNTED KNOW BOX.
BE EVENLY SPACED ALONG LENGTH. CAST STONE BAND SHALL
PROJECT t FROM ADJACENT BRICK SURFACE.
33
EXTRUDED ALLOY ALUMINUM TUBE TRELLIS AND COLUMNS
EQUAL TO AVADEK.
C" r V'_
O8
ANODIZED HORIZONTAL EXTENSION COVER TO MATCH WINDOW
SYSTEM
26
EXISTING GLASS AND ALUMINUM WINDOW SYSTEM.
09
T-0" X 7'-0" ANODIZED ALUMINUM DOOR W/ 1" INSULATED LOW E
GLASS - REF. DOOR SCHEDULE FOR DOOR TYPE
18
GFI RECEPTICLE MOUNTED V-6" AFF. REF. ELECTRICAL DWGS.
SECURITY ACCESS AND AUDIBLE SIGNALING SYSTEM FOR STAFF
ACCESS,
� r
3033 KELLWAY DRIVE, SUITE 120
CARROLLTON, TEXAS 75006 (972) 416,46%
E-MAIL tblaas@hidell.com
03.05,2015
ARCHITECT
HIDELL AND ASSOCIATES ARCHITECTS
3033 KELLWAY DRIVE SUITE 120
CARROLLTON, TX 75006
PHONE: (972) 4164666
CIVIL ENGINEER
PACHECO KOCH
8350 N CENTRAL EXPRESSWAY SUITE 1000
DALLAS, TX 75206
PHONE: (972) 235-3031
STRUCTURAL ENGINEER
CHARLES GOJER & ASSOCIATES
W to
11615 FOREST CENTRAL DR. SUITE 303
fA
DALLAS, TX 75243
PHONE: (214) 340-1199
m®.®
MEP ENGINEER
BASHARKHAH ENGINEERING
921 RIVERFRONT BLVD. SUITE 100
DALLAS, TX 75207
PHONE: (214) 659-9000
LANDSCAPE ARCHITECT
DAVID C. BALDWIN INC.
LANDSCAPE ARCHITECTURE
AND PLANNING
730 East Perk Blvd. Suite 100
Plano, TX 75074
PHONE: (972) 509-1266
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED
FOR THE PURPOSE OF
REVIEW ONLY AND
INTENDED .•
BIDDING,OR CONSTRUCTION
PU777----77777-7-7777
RPOSES.
ELEVATIONS
REVISIONS-
U D tl
JOB NO. 2031
Issue Date: 3.5,2015
Drawn By: DZ
Checked By: TB
n
w
�Wmm
UTILITY BRICK BRICK -4 BY ACME
BRICK COMPANY SET IN
INDICATED ALTERNATING STACK
BOND PATTERN
FINISH FLOOR
EL. =100'-0"
EXTERIOR ELEVATION BRICK MASONRY DETAIL.
0
4'-0" 4'-0"
(STONE -4) CAST STONE MASONRY
CAP PROJECTED 1" FROM THE
FACE OF MASONRY
(BRICK -1) BRICK VENEER OVER CMU
MASONRY BLOCK
EXPOSED STEEL GATE ASSEMBLY
(PAINTED)
I
WEST FACADE (INCLUDES EXISTING AND NEW CONSTRUCTION)
CONC. FOUNDATION
REF. STRUC.
-�-- I--^�--------__
V -6`-
VV
—— --
-6i4
SF (not included)
METAL CANOPY 25.5
-
MASONRY 2893
REF. CIVIL
05TRASH
ENCLOSURE ELEVATION
DRAWINGSGRADEI OR®NS
3/8" = V-0"
TOTAL PERCENT OF MASONRY
99%
7'-1Y4"
to
BUILDING SIGNAGE DETAILS
3/4" = 1'-0"
co
(STONE -4) CAST STONE MASONRY
CAP PROJECTED 1" FROM THE FACE
OF MASONRY
GATE HINGE (3) TYP. PAINTED
(PT -1).
WROUGHT IRON GATE SYSTEM
PAINTED (PT -1).
PERFORATED METAL MOUNTED TO
REAR OF WROUGHT IRON GATE. REF.
NOTE 1.
(BRICK -1) BRICK VENEER OVER CMU
MASONRY BLOCK
LETTERS ON MONUMENT SIGN AND BUILDING
SHALL BE CAST ALUMINUM (SATIN FINISH -
CLEAR ANODIZED), %4" THICK TO PREVENT
VISUAL DISTORTION. LETTERS SHALL BE
HELD OFF OF WALL SURFACE BY 1" W/ A
PROJECTED MOUNT COLLAR AND THREADED
STUDS SET IN SILICON ADHESIVE. REF.
LOCATION FOR MOUNTING INTO MASONRY.
FINAL FONT STYLE AND CONTENT TO BE
DETERMINED. FONT STYLE MAY CHANGE
FROM SIGN TO SIGN. COORDINATE W/
ARCHITECT. STANDOFFS SHALL BE SATIN
FINISH CLEAR ANODIZED.
PROVIDE AND INSTALL LOCKABLE
CANE BOLT HARDWARE FOR METAL
GATE.
CONC. FOUNDATION REF. STRUC. 01
17'-4" (OUTSIDE WALL TO WALL)
REFERENCE SHEET A301AFACADE.
EAST EXTERIOR ELEVATION
PERCENTAGE OF MASON1" = 10'-0"
BREAKDOWN FOR EACH
(STONE -4) CAST STONE MASONRY
CAP PROJECTED 1" FROM THE
FACE OF MASONRY
co (BRICK -2) DOUBLE WYTHE BRICK
VENEER OVER CMU MASONRY BLOCK
Z
s (BRICK -2) BRICK VENEER BAND SHALL
0
BE OFFSET t" FROM FACE OF
ADJACENT BRICK
8" HIGH CAST ALUMINUM ADDRESS
NUMBERS
FINISH FLOOR
NOTE:
GRAPHICS ARE MOUNTED ON BOTH Si
CAST STONE MASONRY CAP
PROJECTED 1" FROM THE FACE OF
MASONRY
GATE HINGE (3) TYP. PAINTED
(PT -1).
WROUGHT IRON GATE SYSTEM
PAINTED (PT -1).
PERFORATED METAL MOUNTED TO
REAR OF WROUGHT IRON GATE. REF.
NOTE 1.
BRICK VENEER OVER CMU MASONRY
BLOCK
PROVIDE AND INSTALL LOCKABLE
CANE BOLT HARDWARE FOR METAL
I I I GATE.
i�
-- CONC. FOUNDATION REF. STRUC.
TRASH ENCLOSURE ELEVATION
3/8" =1'-0"
17'-4" (OUTSIDE WALL TO WALL)
2'-8" �r 4'-0" 4'-0" 4'-0" ,. 2'-811
(STONE -4) CAST STONE MASONRY
CAP PROJECTED 1" FROM THE
FACE OF MASONRY
...
--
(RICK-1 BRICK NEER OVER CMU
MASONRY BLOCK
3/8" = V -0 -
ELEVATION
(STONE -4) CAST STONE MASONRY
CAP PROJECTED 1" FROM THE
FACE OF MASONRY
(BRICK -1) BRICK VENEER OVER CMU
MASONRY BLOCK
(BRICK -2) BRICK VENEER BAND SHALL
BE OFFSET 3' FROM FACE OF
ADJACENT BRICK
5" HIGH CAST ALUMINUM LETTERS.
CONC. FOUNDATION
REF. STRUC.
REF. CIVIL
DRAWINGS FOR
GRADE ELEVATIONS
KEYNOTES BY SYMBOL
MODULAR BRICK - (FIELD)BR( ICK -1 )BY ACME BRICK CO. SET IN (STONE -5) CAST STONE AT WINDOW SURROUND.
01 RUNNING BOND PATTERN. REFERENCE SHEET A301 FOR BRICK & 10 REFERENCE WAXW FOR JOINT PATTERN.19 VERTICAL BRICK CONTROL JOINT 27 35 EXISTING EXTERIOR MASONRY WALL CONSTRUCTION EXTRUDED ALLOY ALUMINUM BEAM, TUBE TRELLIS AND STEEL
STONE DESCRIPTION FOR COLOR/MANUF. COLUMN EQUAL TO AVADEK.
MODULAR BRICK - (FIELD) BRICK -2 BY ACME BRICK CO. SET IN AUTOMATIC BI -PARTING SLIDING DOORS (CLEAR ANODIZED " " " NATURAL TEXAS LIMESTONE BLEND (STONE -7) "ROUGH BACK"
02 RUNNING BOND PATTERN. REFERENCE SHEET A301 FOR BRICK & <8>
1 FINISH) REF. DOOR SCHEDULE. 20 NATURAL TEXAS LIMESTONE BLEND STONE -1 ROUGH BACK 28 24 DIA. EXTRUDED ALLOY ALUMINUM SIDE -LOCK COLUMN 36 BY TEXAS QUARRIES (STEM WALL).
STONE DESCRIPTION FOR COLOR/MANUF. BY TEXAS QUARRIES. COVER. SATIN BRUSH FINISH.
BRICK - (ACCENT) BRICK -3 BY ACME BRICK CO. SET IN RUNNING EXTRUDED ALLOY ALUMINUM OVERHEAD SUPPORTED
03 12 CANOPY W/ PIPE BRACE EQUAL TO AVADEK. HATCHED AREA INDICATES 1" INSULATED LOW E GLASS IN 37 NOMINALLY 4" THICK CAST STONE CAP (STONE -8) W/ 1"
BOND PATTERN. BRICK SHALL BE SET BACK FROM FACE OF 21 29 EXISTING EXTERIOR MASONRY CLEARSTORY DORMER. PROJECTION OVER TOP OF STEM WALL, CAST STONE CAP
ADJACENT BRICK. REFERENCE SHEET A301 FOR BRICK & STONE ANODIZED ALUMINUM WINDOW SYSTEM WITH APPLIED SCREEN
DESCRIPTION FOR COLOR/MANUF. GRAPHIC PATTERN. SHALL NOT EXCEED 48" LONG. CAST STONE CAP SHALL BE
(BRICK -4) BY ACME BRICK CO. SET !N SPECIFIC 13 SURFACE MOUNTED EXTERIOR LIGHT FIXTURE TYPE "W 30 EXISTING STANDING SEAM METAL ROOF SYSTEM. EVENLY SPACED ALONG LENGTH.
UTILITY BRICK {BASE}
04 PATTERN (REF. (BASE)
1). REFENCE SHEET A301 FOR BRICK AND REF. LIGHT FIXTURE SCHEDULE ON SHEET A213. 22 NOMINALLY 4" THICK CAST STONE CAP (STONE -4) TAPERED 1" TO
EACH SIDE. CAST STONE CAP SHALL NOT EXCEED 48" LONG. CAST
STONE DESCRIPTION FOR COLOR/MANUF. STONE CAP SHALL BE EVENLY SPACED ALONG LENGTH. TWO-PIECE CAST STONE CAP (OVERALL THICKNESS 10"} -
10" HIGH (OVERALL) VARYING PROFILED CAST STONE COPINGHOLLOW METAL DOOR AND FRAME. DOOR AND FRAME TO BE 31 (STONE -6). CAST STONE CAP SHALL NOT EXCEED 48" LONG. CAST
05 (STONE -2). CAST STONE COPING SHALL NOT EXCEED 48" 14 LONG. PAINTED (PT -X) 23 BUILDING SIGNAGE REF. FOR ENLARGED ELEVATION STONE CAP SHALL BE EVENLY SPACED ALONG LENGTH. CAST
CAST STONE COPING SHALL BE EVENLY SPACED ALONG AND DETAILS STONE CAP SHALL PROJECT 1" FROM ADJACENT STONE
LENGTH. CORNERS SHALL BE MITERED. OVERFLOW NOZZLE WITH FLANGE ESCUTCHEON PLATE SURFACE.
15 MOUNT 24" A.F.F. TO CENTERLINE. 24 MANUAL BUILDING MOUNTED DRIVE -UP BOOK DROP. REF.
(STONE -3) 4" HIGH CAST STONE BAND. PROJECTED 1" FROM XXf# FOR TYPE OF UNIT AND MOUNTING DETAILS. EXISTING CAST -IN-PLACE CONCRETE COLUMN ENCLOSURE AND
06 FACE OF BRICK. CAST STONE SHALL NOT EXCEED 48" LONG. 32 STEEL TRUSS.
CAST STONE SHALL BE EVENLY SPACED ALONG LENGTH. FREEZE PROOF HOSE BIB, MOUNT HOSE BIB 2-4 " A.F.F. 7 � ' HIGH (OVERALL) CAST STONE BAND (STONE -3). CAST STONE
16 2y
07 1" INSULATED LOW E GLASS IN ANODIZED ALUMINUM WINDOW BAND SHALL NOT EXCEED 4$" LONG. CAST STONE BAND SHALL
SYSTEM TYP. U.N.O. FOR APPLIED SILK SCREEN. BE EVENLY SPACED ALONG LENGTH. CAST STONE BAND SHALL EXTRUDED ALLOY ALUMINUM TUBE TRELLIS AND COLUMNS
17
ANODIZED HORIZONTAL EXTENSION COVER TO MATCH WINDOW RECESSED WALL MOUNTED KNOW BOX. PROJECT r FROM ADJACENT BRICK SURFACE. 33 EQUAL TO AVADEK.
08
SYSTEM
EXISTING GLASS AND ALUMINUM WINDOW SYSTEM.
3'-0" X 7'-0" ANODIZED ALUMINUM DOOR We 1" INSULATED LOW E 18 GF! RECEPTICLE MOUNTED 1'-6" AFF. REF. ELECTRICAL DWG S. 26 SECURITY ACCESS AND AUDIBLE SIGNALING SYSTEM FOR STAFF
09 GLASS - REF. DOOR SCHEDULE FOR DOOR TYPE ACCESS.
06/A301
T.O. MASONRY ot
EL. =125'-0"
T.O. PARAPET
EL. = 121f-81/2"
FINISH FLOOR OL
EL. =100'-0"
04/A301
ENLARGED SITE PLAN TRASH ENCLOSURE
V -0 -
NOTE
NOTE 1:
PERFORATED METAL BY McNICHOLS Co. 3 SHEETS OF
CARBON STEEL (1) PER GATE LEAF. CARBON STEEL.
SHALL BE 10 GA. AND TREATED FOR OUTDOOR USL
(WHEATHER RESISTANCE) ELECTRO -GALVANIZED.
STEEL SHALL BE ACID OR SOLVENT BATH WITH A
WATER RINSE BEFORE FINISHING. METAL SHALL BF
FLATTENED EXPANDED METAL. EACH SHEET PANEL
SHALL BE 5'4"W X (HEIGHT OF GATE). SHEETS SHALL
HAVE r HOLES ON �6" CENTERS, STAGGERED PATTERN
40% OPEN. SHEETS SHALL RECEIVE A FINISHED END
PANEL AND BLANK MARGINS. ALL PANELS SHALL B`'
FREE OF SHARP EDGES, PERFORATED METAL PAWL -LS
SHALL BE PAINTED (PT -1).
PERCENTAGE OF MASONRY MATERIALS
WEST FACADE (INCLUDES EXISTING AND NEW CONSTRUCTION)
REFERENCE 03/A300
177 N. HEARTZ ROAD
GLASS/DOOR 243
SF (not included)
METAL CANOPY 25.5
SF
MASONRY 2893
SF
(25.5 + 2893 = 2918.5)
HIDELL AND ASSOCIATES ARCHITECTS
(2893 / 29185 =.99)
3033 KELLWAY DRIVE SUITE 120
TOTAL PERCENT OF MASONRY
99%
EAST FACADE (INCLUDES EXISTING AND NEW CONSTRUCTION)
REFERENCE 02IA301
GLASS/DOOR 1050
SF (not included)
MASONRY 2049
SF
(2049 / 2049 =1.00)
TOTAL PERCENT OF MASONRY
9000/0
SOUTH FACADE (INCLUDES EXISTING AND NEW CONSTRUCTION)
REFERENCE 04 & 05/A300
STRUCTURAL ENGINEER
GLASSIDOOR 1768
SF (not included)
MASONRY 2392.5
SF
CONCRETE COLUMNS 370.5 SF
DALLAS, TX 75243
(2392.5 + 370.5 = 2763)
PHONE: (214) 340-1199IMLAM
(2763 / 2763 =1.00)
MEP ENGINEER
TOTAL PERCENT OF MASONRY
10011/0
NORTH FACADE (INCLUDES EXISTING AND NEW CONSTRUCTION)
REFERENCE 01 & 02/A300
GLASS/DOOR 1846
SF (not included)
METAL CANOPY(S) 120
SF
MASONRY 4063
SF
(120 + 4063 = 4183)
(4063 / 4183 = .97)
06
TOTAL PERCENT OF MASONRY
97%
BRICK ARID MASONRY TYPES
BRICK - 9 (MODULAR BRICK 7 5/8"x 2 %" x 3 5/8")
M
TYPE: FIELD (BUILDING)
PRODUCT: Monte Vista, Heritage texture
plant code: "MGP" (Montgomery plant)
MANUF: ACME BRICK CO.
BRICK .2 (MODULAR BRICK 7 5/8"x 2 %" x 3 518")
TYPE: FIELD (BUILDING)
PRODUCT: Metro Iron -spot & Dark tron-spot, Velour texture
plant code: "YHP" (Yankee Hill plant)
MANUF: ACME BRICK CO.
BRICK .3 (MODULAR BRICK 7 6/8"x 2'/a" x 3 5/8")
TYPE: ACCENT (BUILDING)
PRODUCT: Metro Iron -spot & Dark Iron -spot, Velour texture
plant code: "YHP" (Yankee Hili plant)
MANUF: ACME BRICK CO.
BRICK - 4 (UTILITY BRICK 11 5/8"x 3 5/8"x 3 518")
TYPE: FIELD (BUILDING)
PRODUCT: Dove Gray & Glacier, Write Velour texture
plant code: "PEP" (Perla plant)
MANUF: ACME BRICK CO.
BRICK - 5 (MODULAR BRICK 7 5/8"x 2 %" x 3 5/8")
TYPE: FIELD (BRICK COLUMNS FOR NEW PERIMETER FENCE)
PRODUCT: Village, Velour texture
Plant code: "DTP" (Denton plant)
MANUF: ACME BRICK CO.
STONE - 9 (NATURAL STONE 7 3/4" x 8" thru 30" [CUT IN RANDOM LENGTHS] x 3 5/8")
TYPE: FIELD
PRODUCT: NATURAL TEXAS LIMESTONE BLEND "ROUGH BACK"
MANUF: TEXAS QUARRIES (ACME BRICK)
STONE .2 (CAST STONE 10" VARYING PROFILED x (0) x MAX. LENGTH 48")
TYPE: COPING
PRODUCT: LIGHT GRANULAR TEXTURE - COLOR "NATURAL LIMESTONE)
MANUF: ADVANCED CAST STONE, INC.
STOGIE - 3 (CAST STONE 7 5/8"x (*) x MAX. LENGTH 48")
TYPE: ACCENT BAND
PRODUCT: LIGHT GRANULAR TEXTURE - COLOR "NATURAL LIMESTONE)
MANUF: ADVANCED CAST STONE, INC.
STONE - 4 (CAST STONE 4"x (*) x MAX. LENGTH 48")
TYPE: WALL CAP
PRODUCT: LIGHT GRANULAR TEXTURE - COLOR "NATURAL LIMESTONE)
MANUF: ADVANCED CAST STONE, INC.
STONE - 5 (CAST STONE TWO PIECE 10 °/a" (OVERALL THICKNESS) x (*) x MAX. LENGTH 48")
TYPE: WALL CAP
PRODUCT: LIGHT GRANULAR TEXTURE - COLOR "NATURAL LIMESTONE)
MANUF: ADVANCED CAST STONE, INC.
STONE - 6 (NATURAL STONE 7 3/4"x 8" thru 30" [CUT IN RANDOM LENGTHS] x 3 50)
TYPE: STEM WALL
PRODUCT: NATURAL TEXAS LIMESTONE BLEND "ROUGH BACK"
MANUF: TEXAS QUARRIES (ACME BRICK)
STONE - 7 (CAST STONE 4"x (*) x MAX. LENGTH 48")
TYPE: CAP AT STEM WALL
PRODUCT: LIGHT GRANULAR TEXTURE - COLOR "NATURAL LIMESTONE)
MANUF: ADVANCED CAST STONE, INC,
3033 KELLWAY DRIVE, SHITE 120
CARROLLTON, TEXAS 75006 (972) 416.4666
E-MAIL tblaas@hldell.com
03.05.2015
OWNER
WILLIAM T. COZBY PUBLIC LIBRARY
177 N. HEARTZ ROAD
COPPELL, TX 75019
PHONE: (972) 304-3655
ARCHITECT
HIDELL AND ASSOCIATES ARCHITECTS
3033 KELLWAY DRIVE SUITE 120
CARROLLTON, TX 75006
PHONE: (972) 416-4666
CIVIL ENGINEER
PACHECO KOCH
8350 N CENTRAL EXPRESSWAY SUITE 1000
DALLAS, TX 75206
PHONE: (972) 235-3031
lb
STRUCTURAL ENGINEER
CHARLES GOJER & ASSOCIATES
11615 FOREST CENTRAL DR. SUITE 303
DALLAS, TX 75243
vi
PHONE: (214) 340-1199IMLAM
MEP ENGINEER
LU
BASHARKHAH ENGINEERING
921 RIVERFRONT BLVD. SUITE 100
DALLAS, TX 75207
PHONE: (214) 659-9000
LANDSCAPE ARCHITECT
DAVID C. BALDWIN INC.
06
LANDSCAPE ARCHITECTURE
AND PLANNING
730 East Park Blvd. Suite 100
U.
Piano, TX 75074
PHONE: (972) 509-1266
SHEET NO.
��