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WA9601-SP 980722TO: · LANDMARK STRUCTURES, INC. 1665 Harmon Road Fort Worth, Texas 76177 (817) 439-8888 Fax (817) 439-9001 Shimek, Jacobs & Finklea 8333 Douglas Avenue, Suite 820 Dallas, Texas 75225 LETTER OF TRANSMITTAL Date Attn: Re: IJob. No. 7/22/98 9802 Mr. Gary C. Hendricks, P.E. Wagon Wheel Ranch 2.0 MG Elevated Storage Tank Bid No. Q 0198-03 City of Coppell, Texas WE ARE SENDING YOU THE ATTACHED ITEMS: Copies Spec Section Submittal No. Description 6 SC 8 6B Elevated Tank Design and Drawings · Design Calcs - Resubmittal · Pier Dwgs - Resubmittal · Tank Dwgs - Submittal I THESE ARE BEING TRANSMITTED: Information for Record O&M Data X Information for Engineer's Approval X Return 2 Copies The pier drawings have previously been submitted and approved. These drawings are resubmitted without change as a part of the completed drawing package. The design calcs are resubmitted with P.E.'s seal, signatUre, and date, as noted on the original design submission. Please note that we have not included drawings for the storage floor, pending a decision on a partial or full floor. Signed ~./2~~/ Joe Swinnea EXCEPTIONS / REMARKS: CERTIFICATION: This information has been reviewed and determined to be In compliance with the contract documents including plans and specifications as modified by addenda, change orders and field orders. Any exceptions to the contract documents are noted below. WAGON WHEEL RANCH 2.0 MG ELEVATED STORAGE TANK PROJECT NO. WA-96-01 SUBMITTAL No. 6A SPEC SECTION SC-8, A ELEVATED TANK DESIGN CALCS AND DRAWINGS TABLE OF CONTENTS DWG REV PAGES I THRU 16 S1 S2 S3-A1 S3-A2 S3-A3 S3-A4 S4-A1 S4-A2 S4 -A3 S4 -A4 S4-A5 S6-A1 S6-B S6-D1 S6-D2 S7-A1 S7-A2 S7-A3 S7-B S10-B Sll S12-A S14 S15 S15-A1 S 15-A2 S15-B1 S15~B2 DESCRIPTION DESIGN CALCS TANK ELEVATION TANK SECTION DRILLED PIERS/PIER CAP - PLAN DRILLED PIERS#4, 5, 6, 7, 8, 15, 16, 17, 18, 19 CONCRETE/REINFORCING STEEL DETAILS DRILLEDPIERS#I, 3, 9, 11, 12, 14, 20, 22 CONCRETE / REINFORCING STEEL DETAILS DRILLED PIERS #2, 1 o, 13, 21 CONCRETE/REINFORCING STEEL DETAILS GRADE FLOOR - PLAN PIER CAP / LOWER WALL SECTION / CONCRETE DETAILS PIER CAP / LOWER WALL REINFORCING STEEL PIER CAP REINFORCING STEEL DETAILS PIER CAP @ OVERHEAD DOOR REINFORCING STEEL SUPPORT WALL OPENING / SLEEVE LOCATIONS SINGLE DOOR OPENING / REINFORCEMENT DETAILS OVERHEAD DOOR OPENING / REINFORCEMENT DETAILS OVERHEAD DOOR OPENING / SECTIONS DOME FLOOR SLAB - PLAN UPPER WALL / RING BEAM / DOME SLAB SECTION / CONCRETE DETAILS UPPER WALL / RING BEAM / DOME SLAB REINFORCING STEEL DOME SLAB INSERT DETAILS STEEL TANK ELEVATION / SECTION STEEL TANK- ROOF PLAN STEEL TANK ERECTION DETAILS STEEL TANK RING BEAM CONNECTION STEEL TANK ACCESS TUBE / TOP PLATFORM ACCESS TUBE TOP PLATFORM PLAN / SECTION ACCESS TUBE TOP PLATFORM DETAILS ACCESS TUBE LAYOUT ACCESS TUBE DETAILS Dwq Rev Description S15-C S20-B S20-C S20-D S20-E S21 300-A 300-B 300-C 301 -A1 301 -B1 301 -B2 311 -A 313 315-A1 315 -A 2 316-A 318-A1 318-A2 319-A 320-A 321 322-A 323-A 324-C 325-A1 327-A 339-A 340-A 340-B 341 -A 341 -B 401 402-A 402-B 402-C 402-D 403 405-A1 ACCESS TUBE FLOOR SLEEVE BAR LIST BAR LIST BAR LIST BAR LIST DRAWDOWN CHART SUPPORT WALL I_ADDERS / LANDINGS GENERAL ARRANGEMENT SUPPORT WALL LADDERS / LANDINGS CATWALK - PLAN SUPPORT WALL LADDERS / LANDINGS CATWALK - SECTIONS STEEL LADDER STANDARD DETAILS STEEL LADDER SUPPORT / CONNECTION DETAILS STEEL LADDER SUPPORT/CONNECTION DETAILS STEEL LADDER CAGE STANDARD DETAILS SAFETY CLIMB & HARNESS INTERMEDIATE LANDING PLAN INTERMEDIATE LANDING ELEVATION / SECTIONS CATWALK - TYPICAL SECTION / LAYOUT TOP LANDING - PLAN TOP LANDING - SECTIONS LANDING AT PAINTERS LOUVER - LAYOUT LANDING AT MANHOLE - LAYOUT 36" X 36" - ACCESS HATCH COVER ASSEMBLY / INSTALLATION ROOF RAIL - ASSEMBLY TANK ROOF VENT PAINT RAIL ACCESS HATCH 25" TANK FLOOR MANHOLE ASSEMBLY PAINT RAIL ACCESS LOUVRE WIRELESS COMMUNICATION EQUIPMENT SUPPORT RINGS BOLLARD / INTERIOR LOCATION AND DETAILS BOLLARD / EXTERIOR LOCATION AND DETAILS ANTENNA SYSTEM BELOW CONDUIT ENTRANCE ANTENNA SYSTEM UPPER CABLE FEED-THRU PLATE MECHANICAL LAYOUT PLAN MECHANICAL LAYOUT SECTION A - A MECHANICAL LAYOUT SECTIONS B - B, 'E'& 'F' MECHANICAL LAYOUT SECTION C - C MECHANICAL LAYOUT SECTIONS D - D & 'G' FLOOR DRAIN INLET / OUTLET RISER ELEVATION Dwq Rev Description 405-A2 406-A1 406-A2 409-A 410-A 410-B - 24 E×cE TION TAKEN [] EJECTED [] REVISE AND RESUBMIT [] SUBMIT SPECIFIED ITEM Checking is on!y for gQnera~ conform~n:e wffh ~he design concept of the ,ro~er:t end g,:,r~e~al ccmpi~nce with the P inform;~lEon gK,~.n in ~h{: con~r&<'~ do:'u~r'.~ts. Any action shown i's ~:ubject to ~he r,~{lu:.~cm'F;r~s of the plans and spedficaUons. Coalsastor is re~:~:onsibb for: c~imensions which sh~:fi be con-;irmed and cor:'el~ted at the job site; fabrica-':k)n processes ~f~d ~echr~r;ues o~ const~uc-~i:~n, co- ordinaUon of his work w~'.h ~i~', of aH o'.her trades an8 performing his work in n scEe and sa-;'isfac~ory manner. S,H!MEK, J/,~CO~S & RNKLEA CONSULTING ENGINEERS DALLAS, TEXAS '~E ~CEPTION T~EN D MAKE CORRECTIONS NOTED JECTED ~ REVISE AND RESUBMIT ~ SUBMIT SPECIRED ITEM INLET/OUTLET RISER FLOOR PENETRATION / DRAIN DETAILS OVERFLOW RISER ELEVATION OVERFLOW RISER / ACCESS TUBE FLOOR PENETRATION RISER PIPE BRACKET/WEAR SLEEVE DETAIL PIPING / MECHANICAL EQUIPMENT LEGEND PIPING / MECHANICAL EQUIPMENT LEGEND Checking is only for 8eneraJ conformance with the design shown is sL;i-:,:ecL to l-he rsqui:erccn~s of the pls. ns and specu[icctions- Con~rP, c~:cr i,,~ ,-e% ,,,s~',q3 for: d~mensions wh~.ch sha'H ~e confirn',ed an:J ccr',alc:~ed at ~he job s~te; fabT%c,c~%~,}n P'¢cCsses an,:] (echnS~'Jes of cmst~.ucLon, co. erdaneat(on o~ h[~ work w~:h ~h~' or aM o:her trades and performing h~% w~rk in a s,?fe and sa~z'Zscto~'Y manner- SHI[v~EK, JACOGS & FINKLEA CONSULTING ENGINEERS DALLAS, TE~S [] SUBMIT SPECIFIED ITEM ChecHn~ i~ only for general conformonce with the design c~mv:!:.~' of I.i~,-} pro~ec:~ ~,:nd general compliance with ~h in!or',',:~on ~7;~'-':~ in th3 conba,3t documents. Any adi, shovvr~ i:-- ruSec:t to !he requhemsnts of the plans specifi;'a':ions. Ccn~r;-~ctcr is ren,.on%~ble for: dimen'~r'- which sh2tl f'e confirmed and correlated at the job ': fabric; :km p'occ%ses ;<nd techniques of construction, orci[na'~icm o~ his work will3 that of all other trades performing h~s work in a sale and satisfactory manna. ~Li ~.~M2K, JACOBS & CONSULTING ENGINEERS DALES, TEXAS COPPELL ELEVATED TANK 5/20/98 DESIGN DATA Volume HWL (High Water Level) LWL (Low Water Level) Range HWL to Overflow GL (Finished Grade Level) Service Load Soil Bearing Capacity Underside of Pile Cap Pile Cap Thickness Snow Load Wind Earthquake Zone Corrosion Allowance-Lower Cone -Shell - Roof 2 pcTruck Door w/Conc Opening Width 1 pc Single Door w/Conc Opening Width Storage Floor PRINCIPAL DIMENSIONS Tank Diameter Tank Radius Shaft Diameter Shaft Radius 2,000,000 672.50 632.50 40.00 0.00 524.00 Pile Found. 520.00 3,50 15 100 0 No No No 12.00 3.38 Yes 97.41 48.71 54.00 27.00 US Gals ft psf mph ft ft Freeboard to HWL Sideshell Height Top Platform Radius Access Tube Diameter Tank Dome Slab Thickness Shaft Thickness GL to Top of Footing Liner to LWL Cone Radius @ LWL Check Operating Head 1.00 26.22 8.00 4.00 12.00 12.00 0.50 5.00 33.91 40.00 ft ft ft in in ft ft Page I COPPELL ELEVATED TANK COMPUTED VOLUMES Cylinder less Access Tube. Gross Lower Cone less Access Tube Less Total Floor Dome Net Lower Cone to Liner Lower Cone to LWL less Access Tube Less Floor Dome above LVVL Net Lower Cone to LWL Useable Capacity Useable Capacity Total Capacity to Overflow Total Head to Overflow WEIGHTS Tank Roof Shell stiffener Wall Shell Floor Cone Floor Liner Access Tube+Platform Ring Beam (Steel) Miscellaneous Iron Concrete Dome Floor+Ring Beam Floor Grout Ring Beam Fill Concrete Concrete Shaft to GL Concrete Shaft below GL - Gross - Net Pile cap Storage Floor on Shaft DL to Top of Footing Total Water Load DL to Top of Footing + Water Storage LL on Shaft Snow Load DL+AII Loads to Top of Footing 187,640 95,513 -6,408 89,105 79,982 -257 79,725 267,365 2,000,000 2,070,200 45.01 120 6 118 241 26 15 13 7 521 31 52 2,657 13 4 312 138 3,951 17,269 21,220 276 112 21,607 ftA3 ft^3 ft^3 ft^3 ft^3 ft^3 ft^3 ft^3 US Gals US Gals ft kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips kips Page 2 5/20/98 COPPELL ELEVATED TANK 5/20/98 TANK ROOF DESIGN Tank Radius Outer Roof Radius Circumfrence No. of roof plates Roof beams per plate Plate Outer Arc Length Inner Roof Radius Plate Inner Arc Length Span Roof Sector Comprises Two Shapes Rectangle + Triangle, Area of Rectangle Area of Triangle Area of Sector Radius of Centroid of Rectangle Radius of Centroid of Triangle Radius of Centroid of Sector Weight of Roof Plate Weight of Joists + Knife Bars Weight of Sector Snow Load Snow Load on Sector Total Load on Sector Load on Outer Knife Bar Load on Inner Knife Bar P1 of 2 48.71 48.71 306.02 32 2 9.56 8.00 1.57 40.71 63.94 162.67 226.60 28.35 35.14 33.22 2,365 1,392 3,757 15 3,399 7.16 2.22 1.36 ft ft pcs pcs ff ft ft ftA2 ft^2 f~^2 ft ft ft Ib Ib Ib psf Ib kip kip kip /~L Page 3 COPPELL ELEVATED TANK 5/20/98 TANK ROOF DESIGN Roof Segment Supported by Outboard Knife Bar Comprises Two Shapes. Width of Rectangle Base of Triangle Area of Rectangle Area of Triangle Moment of Knife Bar about CG Sector Moment of Rectangle Moment of Tdangle Moment / Roof Joist Yield Strength-Roof Plate Yield Strength-Joist Thickness of Roof Plate Effective Width -(253/vFy)*t+joist Effective Area Joist Size - Thick(1/16ths) x Height(in) Joist I Joist Width Joist Depth Joist Area Total Area Totall yt yb St Sb Plate Compressire Stress Joist Tensile Stress 1" wide Inner Knife Bar Depth - Required 1" wide Outer Knife Bar Depth - Require t" Wide Inner Knife Bar Depth -Use 1" Wide Outer Knife Bar Depth -Use P2 of 2 3.26 1.52 50.50 11.77 34.33 12.35 3.84 218 36 44 0.2500 11,04 2.76 8 41.67 0.5000 10.00 5.00 7.76 88,40 3.43 6.82 25.79 12.96 8.44 16.81 1.77 2.15 2.00 2.50 f~A2 k,ft k.ft k.ft k.in ksi ksi in in in^2 0 in^4 In in. in^2 in^2. in^4 In In in^3 in^3 ksi ksi in in Page 4 COPPELL ELEVATED TANK 5/20/98 TOP PLATFORM Top Platform Diameter Inner Knife Reaction No. of Knives Load on Circumfrence Area of Platform less Access Tube OW+Snow Load on Interior Total Load on Platform Top Cone Slope Bottom Cone Slope Load on Lower Cone Cone Angle Che,cking at 3.00 ft. radius Weight/in. Thrust/in. at R=2.75 Thickness t/R Table 8 Stress Allowable Thrust Compression on Access Tube Area of Band (@15ksi) Width of 1/2in Band e.o.5/16 Tube 16.00 1.36 64 87.11 188.50 40 7.54 94.65 1.0 5.9 80.93 1.04 0.36 0.70 0.25 0.00385 6.71 1.68 20.01 1.33 1.65 in kip pcs kip ft^2 psf kip kip 10 10 kip rads k/in k/in in ksi k/in kip in^2 in. Check on tube compression: Total head Head to top of dome Access Tube radius Access Tube Thickness Max. depth of stiffener ring from U/S Top Platform Cone No Stiffening Ring Required 45.01 38.79 24.00 0.3125 40.50 in. Page 5 COPPELL ELEVATED TANK 5/20/98 TANK FLOOR CONE Tank Outer Radius Shaft Radius Shaft Thickness Springing Radius Maximum Hoop Force/in. Radius of Maximum Hoop Tension Thickness for Hoop Tension 48.71 27.00 12.00 28.75 10.05 36 0.79 ft ft in ft kip/in ft in Use Base Plate Thickness INNER CONE PLATE Chosen Inner Cone Thickness Lower Transition Zone Radius (RL) Height-Cone Top to O'~ow Vol/Radian-Cyl.- Outboard RL VollRadian-Cone - Outboard RL Total Vol/Radian - Outboard RL Weight/Radian @ RL (inc. Steel + LL) Hoop stress @ RL Axial Force/in. @ RL Axial Stress Maximum Allowable Axial Stress 1.00 1.025 31.68 25.22 17,254 5,411 22,666 1,488 9.60 5.54 5.40 6.61 jn. jn ft ft ft^3 ft^3 ft^3 kip ksi kip/in ksi ksi OUTER CONE PLATE Chosen Break Radius Chosen Outer Cone Thickness Upper Transition Zone Radius (RU) Vol/Radian-Cyl. - Outboard RU Vol/Radian - Cone - Outboard RU Total Vol/Radian - Outboard RU Weight/Radian @ RU (inc. Steel+LL) Hoop stress @ RU Axial Force/in. @ RU Axial Stress Maximum Allowable Stress 35.75 0.7900 37.17 12,491 2,729 15,220 1,015 12.72 3,22 4,07 4.25 ft in ft ft^3 ft^3 ft^3 kip ksi kip/in ksi ksi 1, . I .... If , t' Page 6 ! [ COPPELL ELEVATED TANK 5/20/98 TANK WALL PLATE THICKNESSES Wall Radius HWL to Top of Floor Cone Hoop Tension per ft at Bottom Plate Thickness at bottom Corrosion allowance Ist Ring Height Thickness Maximum Stress 2nd Ring Height Thickness Maximum Stress 3rd Ring Height Thickness Maximum Stress 48,71 25.22 76.65 0.501 0.0000 8.92 0.500 12.78 9.39 0.324 12.74 7.92 0.250 7.00 ft ft kips in in ft in ksi ft in ksi ksi ksi ,t .' t Page 7 ! ! COPPELL ELEVATED TANK FLOOR DOME DIMENSIONS Centerline Radius Horizontal Radius to CL Shaft Slope at Wall (CL Dome to CL Wall) Dome Rise - CL Wall to Crown Dome/Wall Intersection to WF~2 WP#2 to Liner Surface Radius of Liner Total Rise of Liner 54.00 27.00 30 7.23 1.42 0.24 54.66 6.23 ft ft deg ft ft ft ft ft 5/20/98 FLOOR DOME STRESS Mean Head Meap Pressure (including Slab Weight) Dome Compressive Force Thickness Stress Use #5 @ 12 in T & B over Dome Concrete Strength 41,82 2,781 75.10 12.00 522 4000 ft psf k/ff in psi psi Pa~e 8 COPPELL ELEVATED TANK 5/20/98 CONCRETE RING BEAM Volume of Shell Inside Shaft Volume of Shell Outside Shaft Volume of Floor Cone Inside Shaft Volume of Floor Cone Outside Shaft Weight of Steel Outside Shaft Weight of Dome Inside Shaft incl. Steel Thrust balance - tank full: Outer Weight per Inner Weight per ft Force In per ft Force Out per ft Nett Force Out per ft Thrust balance - lower cone filled only: Outer Weight per ft. Inner Weight per ft Force In per ft Force Out per ft Nett Force Out per ft Horizontal reinforcement Governing Tension - Lower Cone Filled Only Use - 10 - #10 in Ring Beam Use 4 - #10 (+wwf) in Top Lift Effective Steel Plate Mean Hoop Tensile Stress in Total Steel Vertical reinforcement, top lift Interior Face Bar Size Area/bar No. of Bars Spacing of Bars Exterior Face Bar Size Area/bar No. of Bars Spacing of Bars WWF - Outer face only 4x4 / W5xW4 Total reinforcement in Top Lift Concrete strength - Ring beam Concrete strength - Top lift 57,445 130,196 38,754 50,352 437 479 68.99 38.21 68.99 66.18 -2.81 21.10 17.08 21.10 29.58 8.48 228.93 12.70 5.08 16.25 6.73 #8 0.79 176 11.57 0.57 #7 0.60 176 11.57 0.43 0.08 1.08 4000 4000 ftA3 ft^3 ft^3 ft^3 kip kip IrJft k/ft k/ft k/ft k/ft k/ft kJft k/ft kJft kip in^2 in^2 in^2 ksi in^2 in % in^2 in % % % psi psi Page 9 '.*t COPPELL ELEVATED TANK 5/20/98 WIND LOADS Wind Pressure Rule Wind Speed or Pressure Design Pressure - Cones Design pressure - Cylinders Roof Cone Area Pressure Arm Shear at GL Moment at GL AWWA 100 15.00 18,00 237 15 151 4 538 mph psf psf ft^2 psf ft kip k.ft Side Wall Area Pressure Arm Shear at GL Moment at GL Floor Cone Area Pressure Arm Shear at GL Moment at GL Shaft Area Pressure Arm Shear at GL Moment at GL Total Ground Level Shear Total Ground Level Moment 2,554 18 136 46 6.271 1,546 15 115 23 2,666 5,689 18 52 102 5,286 175 14,760 ftA2 psf ft kip k.ft fP2 psf kip k.ft ft^2 psf ft kip k.ft kip k.ft Page 10 COPPELL ELEVATED TANK 5/20/98 SHAFT DESIGN Design Criteria: 1. Design shaft for 1.4D+ 1.7(Water + L) 2. Design shaft for 0.75{1.4D +1.7Water+l .70Rind or 1.1 Eq)} 3. Design shaft for 0.9D-1.3Wind or 0.9(D+Water)-1.3'1.1 Eq 4. Assume a rain. eccentricity of 4" for D+L 5. Assume a local bow of 0.5" 6. Assume Ic = 0 Interior WWF Reinforcement 4x4-WS/W4 Exterior WWF Reinforcement 4x4-WS/W4 Shaft Perimeter (Linear A) Shaft Modulus (Linear S) Service Dead Load Service Water Load Service snow load+Storage LL Out of Plumb Moment Service Wind Moment 169.65 2,290 3,951 17,269 388 7,073 14,760 ft ft^2 kip kip kip k.ft. k.ft. (1.4D+1.7(Water+Snow+LL))/Linear A 1.4 Out of Plumb/Linear S Total 0.75(1.4D+1.7(VVater+LL))/Linear A 0.75{1.40.o.P+1,7Q}/Linear S Total Max down force/ft. Shaft Thickness Nominal concrete strength Allowable Shaft Capacity Uplift 0.9(D+Water-OoP) - 1.3xl .1Eq 0.9(D- O.o.P) -1.3W Maximum uplift 210 4 214 156 11 168 214 12 4,000 295 Nil 12 No uplift at top of footing klf klf klf klf klf klf klf in. psi klf klf klf No added tension steel required Maximum Eccentricity: For 0.90(D+Water+OoP)-1.3xl .1 Eq For 0.90(D - OoP) - 1.3W Overturning does not govern foundation 1% Shaft Rad 21%Shaft Rad Page 12 ! COPPELL ELEVATED TANK 5/20/98 AT TRUCK DOOR: Door Width Buttress Width Concentration Factor Beside Door Max. down force on wall Total Down Force in Buttress Nominal concrete strength Thickness of Buttress Total Capacity of Buttress Concrete Load to be Carded by Reinforcement Computed Steel Area per ft % of Concrete Area Total Steel Area in Buttress Area Provided by WWF- 4x4/W5-W4 Area Provided by Bars Vertical Steel - Ea. Side of Door Ties, Required (All bars) Tension over Door Steel Area Required Horizontal Steel over Door Horizontal Steel under Door 12.00 4.50 2.33 214 2,246 4,000 18.00 1,851 395 2.77 1.28 12.46 0.54 11.92 Use t0 #10 #3 367 6.79 6 #10 See pile cap design ft ft buttress klf kip psi in kip kip in^2/ft in^2 in^2 in^2 12" 18" kips in^2 @ AT SINGLE DOOR Door Width Column Zone Load Wall Thickness Total Capacity of Column Zone Concrete Load on Reinforcement Steel Area for this Load Min 1% steel area Governing steel area Area Provided by WWF - 4 x 4 / W5-W4 Area Provided by Bars Vertical Steel - Ea. Side of Door Ties Required (AIt. Bars) Tension Over Door Steel Area Required Horz. Steel - Top of Door 8 #9 2 #9 1.69 3.38 723 12 463 259 8.19 2.43 8.19 0.41 7.78 103 1,91 effective ft kip in. kip klf in^2 in^2 in^2 in^2 in^2 7" 12 - kip in^2 @ s" Page 13 COPPELL ELEVATED TANK 5/20/98 FOUNDATION DESIGN Part 1: Pile Cap Pressures Radius - Exterior - Interior Area Depth of pile cap Radius of CG Max reaction from shaft (from p. 12) Pile cap weight - Gross 1.4Cap weightJft Max. factored load on pile cap Shaft dia. Circumfrence No. of piers c/c piers Pier diameter Design span Shear span Mu over pier Effective depth of cap As req'd (top) As req'd (bott) Total shear Concrete strength Shear carried by concrete Asv Shear carried by stirrups Ash Shear carried by hor. steel Total capacity PILE CAP 28.75 25.25 594 3.50 27.04 214 312 2.6 216 54,00 169.65 22 7.71 30 5.71 4.00 7,060 39 3.94 2.37 433 4000 176 0.22 101 0.27 409 685 ft ff ft^2 ff ff klf kip klf klf ft. in. ft. ft. k,in. in. in^2 in^2 psi k. in^2in. k. in^2/in. k. k. Use 4 - #9 Use 4 - #8 Use 2 prs. #6 @ 8" Use 4 - #7 @ 9" vert. Page 14 5/20/98 COPPELL ELEVATED TANK PIER DESIGN Working stress design using UBC 1808.2 From p. 12: Shaft Perimeter (Linear A) Shaft Modulus (Linear S) Service Dead Load Service Water Load Service snow load+Storage LL Out of Plumb Moment Service Wind Moment 170 ft 2,290 ft^2 3,951 kip 17,269 kip 388 kip 7,073 k.ft. 14,760 k.ft. D+Water+OoPlumb+storage 0.75(D=Water+OoP+Wind+Storage 130 klf 103 klf Governs VVt, of pile cap Total design load 312 k. 22,131 k. No. of piers Service load/pier 22 1006 k. Concrete strength % rebar Pier dia. Ac gross Capacity of concrete As Capacity of rebar Total capacity 4200 0.51 30 707 975 3.6 73 1,048 psi in. in^2 k. in^2 k. k./pier Use 6 - #7 Uplift on pier Total uplift/pier DL/pier 1500 141 194 psf k. k. for 12 ft. No uplift on pier El. U/S pier cap Top od sandstone (approx) Side friction End beadng 520.00 473 ft. 4.00 ksf 13.00 ksf Capacity - end bearing Capacity-side friction Min. penetration into rock Min length of pier 64 k. 31.42 klf 31.99 ft. includes 2 ft. into rock not computed as load bearfng 79 ft. To be ve~~edon site Page 15 Add 2 ft. to piers Door 1 and Door 3 and 4 ft. to piers Door 2 to allow for closer spacing i 5/20/98 COPPELL ELEVATED TANK PILE LAYOUT AT TRUCK DOOR Span atdoor 2nd span 3rdspan Typ span If load in typ span Typ FEM 3rd FEM 2nd FEM e.o. 2nd 2 pt. Loads Location 1 Location 2 e.o FEM Pier #1 e.o I~EM PierS2 Load on Pie~l Load on PierS2 Load on Pier #3 Sum Total Typical 13.06 6.25 6.50 7.71 100 496 352 326 300 0.60 2.85 400 227 units/ff unit.ff unit.ft unit.ft units each from cl PierS1 from cl PierS1 unit.ft unit.ff 13.85 degrees offset from CL door 13.26 degrees offset from PierS1 13,79 degrees offset from Pie~2 16,36 degrees offset - typical 1L 1C 1R 2L 2C 2R 3L 3C 3R Stiffness 0.077 0.05 0.16 0.16 0,051 0.15 0.15 0.05 0.13 Distribution 0.266 0.18 0.556 0.44 0.14 0.42 0.46 0.15 0.39 FEM 0 0 725-553 0 352-352 0 496 Distribution -193 -129 -403 88 28 85 -66 -22 -56 Carry 96.48 -44 202 22 -85 0 Distribution 12 8 24 -98 -31 -94 39 13 33 Carry -6 49 -12 -13 94 0 Distribution -13 -9 -27 11 4 11 -43 -14 -36 Carry 7 -6 14 14 -11 0 Distribution 1 1 3 -12 -4 -12 5 2 4 800 803 units 1047 k 711 units 927 k 2,313 units 2,382 units 771 units 1006 k Total -95 -129 322 -361 -3 365 -418 -22 Aflmomen~ ~ss ~antyp~alFEM- Use typ~alrebar~roughout units 1044 k Available: 1048 k. 441 Page f6 Date COPPELL, TX - # 802 LANDMARK Oa~e 05 / 98 TANK ELEVATION Dwn. CADD Chic. S1 677.57 ? ' 4'- C~7/8" I 624.32 ,e , ~ 30 u/s Pile Cap 520.00 ~7 4.8'-8 1/2" . --.-- Access Tube '~1~ 614.50 2T' O" /- Roof · Dome Floor ~ Floor Manh i~RSi6ng Beam iii ----- Wall --'-/Sll 672.50 ~7 HWL Steel Tank 632.50 ~7 LWL S4 - A1 524.50 ~ 524.00 ~7 ~' Finish Grade [~'--Pier Cap /-Ddlled Pier Foundation NOTES: 1. Plan views correspond to sections indicated. Refer to sections for details & material specifications. Rev. Date COPPELL, TX - # 802 TANK SECTION LANDMARK Date 05 / 98 Dwn. CAOD Chk. S2 N HOTES: 1. Concrete encase below Pier Cap. Refer to Dwg. 402- B. 2. Pier tollerance is 3' deviation in the horizontal plane from the design location. 3. Chord Spacing of Piers ( center to center) (} R -- 27' - 0' 13.85° - 6' - 6 1/8" 13.25' - 6'-2 3/4" 13,82° - 6' - 6' 16.36° - 7'-8 1/4' Drawing References: · S3- A2. - Odlled Piers #4, 5, 6, 7, 8, 15, 16, 17, 18, 19 Concrete / Reinforcing Steel Details · S3-A3 - Ddlled Piers #1, 3, 9, 11, 12, 14, 20, 22 Concrete / Reinforcing Steel Details · S3-A4 - Ddlled Piers #2, 10, 13, 21 Concrete / Reinforcing Steel Details · 401 - Mechanical Layout - Plan Date COPPELL, TX - # 802 DRILLED PIERS / PIER CAP PLAN Date 05 / 98 Dwn. CADD S3 - A1 All(x:. Chk. LANDMARK J :'" 3' - 6' wide x 3' - 6' deep Pier Cap 523.50 520.00 e 498.00 Bar P1002 473.00 ± Sandstone ( Note I ) 441.00 ( Note 1 ) Pier Terminate ( Note 1 ) Date NOTES: 1. If sandstone is encounted above or below El. 473.00, adjust total pier length to suit. Extend pier minimum 32'-0" from top of sandstone. 2. Bar P703 is fabricated 3'-6" longer than theoretical length for potential pier extention (based on top of sandstone @ El. 473.00 ) 3. Pier out of plumb tollerance is 1.5 % of total length. Material Specification (Pier) · Concrete - 4200 psi ( 28 day compresive strength ) * Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars - 6 - P1002 @ 60° · splice Ioca~on ( ~p. ) 4 P1002 P703 - 6 - P703 @ 60° ',' 6 - P703 @ 60° · ,.30" ~ Pier "' · tt~ Li ' i 002 . Pier Cap Section B .~~ P703 @ 60° / /,- P~011 Section C 1 COPPELL, TX - # 802 LANDMARK DRILLED PIERS #4, 5, 6, 7, 8, 15, 16, 17, 18, 19 CONCRETE/REINFORCING STEEL DETAILS Date 05 / 98 Dw,. CADD S3 - A2 Chk. NOTES: 3' - 6' wide x 3' - 6' deep 523.50 Pier Cap "~ Material Specification (Pier) oc · Concrete - 4200 psi ( 28 day compresive strength ) ~ '9 · Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars 520.00 6 - P1002 O 60° 14 · · · e/.//--74 pc's. - P301 @ ' ~~rp10o2 ~ 60° · o · 2 additional pc,s - P3ol i P3ol ~ ~ ° · Pier Cap~ ~ 498.00 Bar P1002 ~ P703 Section E! · ~. ~ - P~03 @ 80° <~ : : /~ P703 @ 60° 473,00 -+ P301 Sandstone :" ::- ° · E::::'-" ~ T (Note I ) 4 6 - P703 @ 60° ~ t Section C ..:... ~ 30" ~ Pier 439.00 Z ~ ( Note I ) Pier Terminate ( Note 1 ) Date COPPELL, TX - # 802 LANDMARK 1. If sandstone is encounted above or below El. 473.00, adjust total pier length to suit. Extend pier minimum 32'-0" from top of sandstone. 2. Bar P703 is fabricated 2'-6" longer than theoretical length for potential pier extention (based on top of sandstone @ El. 473.00 ) 3. Pier out of plumb tollerance is 1.5 % of total length. DRILLED PIERS #1, 3, 9, 11, 12, 14, 20, 22 CONCRETE / REINFORCING STEEL DETAILS Date 05 / 98 Own. CADD S3 - A3 Chk. NOTES: 3' - 6' wide x 3' - 6' deep 523.50 Pier Cap "~ 520.00 ./~"-~ 498.00 Bar P1002 473.00 ± Sandstone ( Note I ) 437.00 ( Note I ) ,", · Pier Terminate ( Note I ) Date 1. If sandstone is encounted above or below El. 473.00, adjust total pier length to suit. Extend pier minimum 32'-0" from top of sandstone. 2. Bar P703 is fabricated 1'-6" longer than theoretical length for potential pier extention (based on top of sandstone @ El. 473.00 ) 3. Pier out of plumb tollerance is 1.5 % of total length. Material Specification ( Pier ) · Concrete - 4200 psi ( 28 day compresive strength ) · Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars 6 - PloO2 t) 60° ~...~./..---75 pc's. - P3Ol It 14' additional pc's - P301 splice location ( Wp. ) P1002 P703 6 - P703 @ 60° · o - 6 - P703 ~ 60° ~ 3Q" G Pier COPPELL, TX - # 802 LANDMARK i '...' / P1002 ~~p301 Pier Cap~ I ( above ) O 60° Section B DRILLED PIERS ~Y2, 10, 13, 21 CONCRETE I REINFORCING STEEL DETAILS Date 05 / 98 Own. CADD S3 - A4 Chk, 12'x 12' Overhead //~x(~ ............. "-:... ~2>,\ - 20" Inlet / Outlet 1 pVCr "'<'--, .""' -.- ................ r'--. ""'- - r' ~] erflow - ~o o..,.~ .....~y..~ ......:,("'i-)'~",,,.,,,,,, ',',,: :.,::. ,, ...---... '/:"' ""' '\x Removable Bollard ',, '%,. ~{.~:... '-.,, · ,,,x,~..: ..........-'....., .-.,. · ./?' .,," . . i..::';'~',:j.. '... · .,,.- ',!.. '... L,/, '~, !..--,....- j~ · :: .. ':i:-'... · "" " \. "" j "' o - / ',.' j' ' _ / ,:. ~ ""<'~{ "'.,,,, . ',. ! " ' ' """' """"""ROOfDrain' '-'::.-,-<7.·,, - -',',,,i' ;::.., ",..~:x~"" .... i's' """:, "",,, ././-" .'° .\. "'~: ?"..-. _....~ ; '. ..--"' / "/i 4.5. ° .,"' \ . :' S eeve( Spare } ':,,, '-\, .,...-""" /'/"},, ,,/" 'x ' ,;' .... Access Ladder / /1/ t ~ ,, ...7-,," ,- .' /' ',,..," '.~ ,,.,, :.X,'~., ",., · /' \. ,,o" ',, ',./' / . .-' Per Ca '%,,..-.,.. . .,..- '-..':..'.-.../ ',., ..---',,/ ~_wal~ 3 - 6' tZl Antenna '.::',. ' -... i ..\--' ' ( 2' wide ) Conduits O 12'__...2~. ,. ""' t ""' ' ( see Dwg. 341 - A .... ,*-' · ...... - ....... ' ° for details ) ' "' .....: ........................ S4 - A2 ................ _ 12' x 12' Ovamead .............· , ' Door Opening ' x 7' Slngl ) Op ng Drawing References · S4 - A2 - PIer Cap I tower Wall - Section I Concrete DeteRs · S6 - A - Support Wall - Opening I Sleeve Locations · 300- Series o Bollmale, Ladder, Landings end Appurtenances · 400- Sedes - Mechanical and Drainage Details f/*"qv. Date COPPELL, TX - # 802 ;:.,..: ...... ,, 1. See Contract Drawings far additional details and site requirements. ; .,~. ,', - . LANDMARK GRADE FLOOR PLAN Date 05 t 98 Dwn. CADD A~kx:. C,~. S4 - A 1 ~12'l f T For lift 14 + Pattern see Dwg. S7"'~,~_~ 617.18 Lift 13 Wall NOTES: 1. Select Fill to be compacted to 95% of standard Proctor maximum dry density at moisture content + 3% of optjmum. Matedel Specifloatlon - Concrett · Refer to concrete matedal mix designs. 28 dsy compressiv· strength: Working Slab - (2000 psi) Pier Cap - (4200 psi ) Support Wall ( 4200 psi ) Grade Slab - (4200 psi ) Crane Foundation - (4200 psi ) Drawing References · S4 - A3 - PIer Cap / Lower Wall - Reinforcing Steel · S6- A - Support Wall - Opening/Sleeve Locations 531.50 -e R = 27' - 0" ~ - We. 1/2' ansion Joint · Grade Slab 524.50 ( Nominal ) Date ~- 4' Sub - Base I ~Sel~ RII ( ~ ) ~ ( Note 1) ~ ,~ ....... ~:~:.v.,2;,=: .....................· ............ ,,j, ."' UmR of ~ca~tlon p ...... 2' Wo~ng Slab 28 9 R 25 3 1" Dale / PIER CAP / LOWER WALL SECTION / CONCRETE DETAILS 05 / 98 Dvm. CADD Ch~ S4 - A2 COPPELL, TX - # 802 LANDMARK -a For lift 14 - see Dwg. S7""'--.\,, Lilt 13 '~ MIn. WWF SilliCe 520.00 Iif~ lto14 -a 4 1. Concrete Cover for Reinforcement: Wall exterior - 1-1/2" to WWF Wall intedor - 1" to WWF PIer Cap - 2" 2, Stagger splices on drcumfemntlal max. 50% at one location. 3. Tie W501 to int, face of ext. layer of WWF. Cut at openings. Matertel Soecl~cation - Relnforcin.~ Steel · ASTM A615 Gr. 60- deformed bars · ASTM A185 -welded wire fabrfc Drawlrig References · 84- A4 - PIer Cap - Reinlofting Steel Details , S20 - C / D - Reinforcing Steel Fabrication (~,G501 ~ 12'~E,W. f//--PIer Cap Detail ( Dwg. S4 - A4 ) time"- 638 , Date COPPELL, TX - # 802 LANDMARK PIER CAP/LOWER WALL REINFORCING STEEL / 98 own. CADO S4 - A3 Chic R = 27'-0' i 213 - F601 i (tie to F606 & lace additional 3 o~er each pier ~ replace w/Fak90,,~ & F1002 O single door area ../and, wl F1002 · truckdoor area Notes: 2x8 - F910 O 113/4' (lap 54')'~. ....... ?, ..... 6 x 8 - F712 "" ......r.' ...........' ( lap 42" ) . m: : : ,/ 2 X 8 ° F808 O 1 (lap 178 - F606 ,, /.,2x7 - F909 O 11 3/4' ( lap 54' ) ........... ;' .......... 6x7 - 1=711 ,-, ,~(lap 42') 1. Stagger adjacent splices on circumferential bars - Maximum 50% bars at any level staggered at one location. 2. See pier cap elevation ( Dwg. S4 o A5 ) for stirrups location ;rod spacing. Date COPPELL, TX - # 802 LANDMARK Date PIER CAP REINFORCING STEEL DETAILS 05 / 98 own. CADD Ch~. Sl - A4 F601 (tie to F606 ( typ. etween piers 3-F601 @ 81/2' (lyp. above plers~ exceptf pier - 1, 11, 12, 22~ &. 1~) b F711 IF712 F9091F910 :'..'::; 3'-113/4" Pilaster 1112 Overhead Door 3'- 11 3/4' ! Pilaster .......... : 8 22/11 F1002 I ............. ~,.~_4:~._,,D~..,,.~ ........................... v 523.50 I/o Pier Cap · I~. F807 1 F808 8 - F604 1 F605 1 F606 7 - F-604 / F605 / F606 6 - F604 / F605 1 F606 O 8 7~8' {18' {i 9" 15 - F6041F6051F606 Pier Cap ,~qction @ Overhead Door ties spacing sane both sides of overhead doors ( typical. 2 locations ). NOTES; Drawing Reference~ · S3- A1 - Drilled Piers I Pier Cap - Plan · ,St- A4 - Pier Cap - Reinforcing Steel Details · S6- D1 - Overhead Door - Opening/Reinforcement Details · S20- B/C/D - Reinforcing Steel Fabrication Flew. Date COPPELL, TX - # 802 LANDMARK PIER CAP O OVERHEAD DOOR REINFORCING STEEL 05 198 Own. ' CTR { Chk. S4- N ~e'¢"+' 11/2' PVC Sleeve for RTU Antenna '~ ~' ~o~ow 1' PVC SIoo~ '~% ( '-0' a~ ~o Pier ~ P~ ~ '~ i / "" ' X, / ~ ~* -*'/ X~. · / .,./*~ '/ ~ ~ Pelnt~ '~" ~'~ '~ //* o ' ~ ~ ~ ,. . ~ (~ ~t m vo ~ · /-~ / X -. ,, -/*// ./ I' '~ " " '/ / I' . .-"' /' i /~ " / ~ X. */ i , ./ '. 2- VC Sleeve / ' . ' . .:..., NOTES: -' Drawing Refe~nces Dats COPPELL, TX - # 802 SUPPORT WALL OPENING / SLEEVE LOCATIONS L.ANDMARK Date 05 / 98 Dw~, CADD ,N~. Chk. S6 - A1 ! I WWF ( trim around door opening ) --, ._ . . .11: D406 @ 12" f'~'-%:,,,':'~ ......... - 0:3 0 projection into Buttress )~ .... . .~ ; :- . ~ - 2x ! i" ~ @12' Uft #2 Aev, 531.50 Uft #1 2- D903 @ 6'---~ 12 - D1004 @ 10' s- o5 , 0 ~ .- t/o Pier Cap- _, ~ 523.50 ',-e ~7 531.71 O ening ~ead Door Sill 524.50 ....... o ,, 0 '"1 : '~ F601 @ 8' Z J Z Note 4 8 - F903 @ 7' 6 - F1002 @ 10' NOTES: 1. Door size: 3'-0' wide x 7'- 0" high. 2. Refer to Dwg. S4- A2 for concrete cover, matedal specifications and drawing references. 3. Provide 3/4" chamfer on all edges of opening, 4, Cut dowels to suit at door opening. Date CQPPELL, TX - # 802 LANDMARK --.;-- SINGLE DOOR OPENING / REINFORCEMENT DETAILS Date 05 / 98 Own. CADD S6- B Chk. 01009 / 01009 Stop Interior WWF @ Buttress D410 @ 18" to I ap WWF x 2'-0' (typ. both sides of buttress ) . iI I i WWF A ~ Q Door Opening 12'-0' e Opening Width 545.78 Uft #3 · · Lift #2 7:: 531.50 ~ ~ Uft #1 c- O 6 - D1008 Q5' 2x12-D1009 ~, · , ,, ~ · t) 8 5/8' , 2 x 12 - 01009 ~ __ t/o Pier Cap _ 523.50 536.50 Opening Head Door Sill 524.5O .t . · ~ · NOTES: // ,. .... 1. Door size: 12'-0" wide x 12'-0" high - typical 2 locations. . ~ ~1 2. Refer to Dwg. S6- D2 for section details. 2 3. Refer to Dwg. S4- A2 for concrete cover, material specification and drawing r~f~rences. t. 4. Cut dowels to suit at door opening. ~ DaZ~ ERH D DOO ~ COPPELL, TX - # 802 LANDMARK OPENING / REINFORCEMENT DETAILS Date 05 / 98 Own. CADD S6 - D1 Chic 53e.~0 Opening Head 545.78 uft #3 543.28 Top of Buttre I I I I I W~NF D100g 531 .,50 tYo PIer Cap - 523.50 Door SIll 524.50 ~7 Section 'A' NOTFS: F601 · " F1002 Vo PIer Cap 523.50 ~7 '":;! [' ~i,, ;1' · -.t ~~ ,~>ectlon ~B' 1. Refer to Dwg. 88- D1 for section locations. .2. Refer to Dwg. S4- A2 for concrete cover, matedal specification and drawing references. Date COPPELL, TX - it 802 LANDMARK Dame 05 f 98 OVERHEAD DOOR OPENING/SECTIONS ~n. CADD S6-D2 N ,% 6" Drain ( R = 25'- 10 3/4' 20" Inlet / Outlet ( R = 22' - 5 - 1/4" ) /." .// / / / ./ .,.-- ..~,' ..-' zz ,, ~ . '/~-' ..'."~o/... ='../-: /;..' ..'. .., .7" ... -. Catwalk Uft Slot (typ. of 44) S7 - A2 NOTES: 1. Plan is concrete support structure only. Steel tank and connection details not shown. 2. Insert anchor locations are indicated by an x. Refer to S7- B for landing inserts Iocatio and details· Shop Drawing References ~,'~.~.! .!r · S7 - A2 / A3 - Upper Wail / Ring Beam / Dome Slab - Section / Concrete Details :."" · S7- B - Dome Slab - Insert Details OM ~''''/*'~~' : ..'.: .............:.::,,, 1 - in ~;:1 Louvre - - s c tr Bey. Date D E FLOO . ~ COPPELL, ~ - ~ 802 P~N Date 05 / 98~n. CADD L A N D M A R K ~. ~.~ sT- Lift Slot ~ 1"-83/8" ~9112" · · I · ....... ~- ""'.,.,.i ~ . · - c---;.----r-e- -Z ~' "' """~ Seat Frame ! , · .... ' ..... e " · · Lift SI0t Plan · 2'-3" 16' 16" ~ 7'-11 1/2' Ring Beam Detail ""'""' '°"" i""'.:""-""";"°"',,., :.., o,,.. ,, _-,,. , ~ """"-'- ,,,---- i:-,~-;~,,,,' I ' ! , II/ · · ~\ Uft 14 ,~ ...., ,~. ~ -,,, ,,- .... ~ '~: 17~ .... f* .... ; ,~1~ AcceSS ! Louvre NOTES: . "" t Opening i /, / i Material Specification - Concrete / Seat Frame ~ ........... 34 .... '.~[;~ i 6 .18 i 1. Refer to Mat·dais - Concrete Mix Designs ~ ~, 2. 28- day compressiv· strength · ' Lift 13 · Support Wall- (4000 psi ) ~' ~"' i · Dome Slab - (4000 psi) i 3. Seat Frame - 1/4"x I 1/2"x 11/2" ASTM A36 angle R =27-0" - galvanized finish (embed in concrete ) Drawing References · S7- A3 - Upper Wall/Ring Beam/Dome Slab - Reinforcing Steel Date COPPELL, TX - # 802 LANDMARK UPPER WALL / RING BEAM / DOME SLAB SECTION / CONCRETE DETAILS Date 05 / 98 Own. CADD S7 - A2 Chk. 176 - S608 @ 11 - 3/4" ////'- wir~ to U701 S501 "'--.,, '~ ,:" I "" "' '1i 44 - S605 176 - S.502 ,""'~., ~,~.',..~ ~ lo x 7 - s~oo4 ~',,;" ~ Notes 3 / 4. i " · . ....; t '~:.63 : I1~ Ring Beam Reinforcing Detal ! 3' 6" _----j- .... S501 ~ 12" E.W. Top &~ottom I 2 x 2 - S6660o I 'rig am Detail--~t 2x2-S 7 ,.- -_. / , "'-.,., . ' NOTES · 1. Place WWF ( 4 x 4 / W5 x W4 ) in last lift outer face n y '- i /' 176 - U802 @ 11-3/8' - not shown on drawing for cladty. 176 - U701 @ 11-3/4' , I 2. Concrete Cover for Reinforcement: Wall extedor - I- 1/2" to WWF Wall intedor 1" to WWF Dome Slab -1" to deformed bars 3. Stagger splices on circumferential max. 50% at one location. 4. Reinforcement spacing at sections indicated is approximately equal in vertical direction. 5. Center bar under Access/Louvre Opening. Material Specifications - Reinforcing Steel ASTM A615 Gr. 60 - deformed bars ASTM A185 - welded wire fabdc 2 - U1003 ( Note 5 ) ' I. U1004 @ 11 3/8" j (lap - 48") = i' Notes 3 / 4 , -- i · Note 1 .._~-e-~ i i ; COPPELL, TX - # 802 LANDMARK UPPER WALL / RING BEAM / DOME SLAB REINFORCING STEEL Date 05 / 98 Own. CADD S7 - A3 Chk. Tank 2'.-O" +i+ ; 4'[typ.) I 6'-5" ~ 8'-5" Plan - Hanger Insert Location 3'-9' 4'-5 3/8' 8'-3 5/8' I 3'.-43/8" · R = 26' - 6"-~ G...- Landing 3/4' Richmond EC- 2FW Inserts F ,-~,,,vvvv-,--.-v,~.,.,,._ #5 x 1'-0' Reinforcing Steel ~ u/s structural concrete slab Insert - Installation Detail NOTES: 1. Install Richmond anchors according to installation detail. 2. Locate landing inserts according to plan above. Additional inserts as specified - each side of riser pipe, 6' in from wail - overflow pipe hangers (2) - pulley (I) as required for construction: - center support (8) - ladder (1) - tower removal (2) - form removal (I) - for welders at landing (2) Date COPPELL, TX - # 802 LANDMARK Date Aft(x:. 05/98 DOME SLAB INSERT DETAILS Dwn. CADD Chk. S7- B Roof Handrail- Sll Roof Plate .25" (32 pc's)',, · Shell .25" (8 pc's) Shell .32" (8 pc's) Shell .50" (8 pc's) 'Inner Co ~ Ring Beam Dwg. S14J/ P_p_- Tank 48'-8 1/2' 8'-0', 40'-81/2" _ ~ 677.57 4'- 0 7/8' ' ~"'~W~8 "l · Top Platform W~7-J Access Tube ' R=35'-9' .25" Floor Plate W'3 W'2-~ 27'- 0' I 1'- 9" ~,- Wall Rev, NQTES: W~ Elevations * #1 - 624.32 * #2 - 627.32 · #3 - 634.32 * #4 - 647.28 · #7 - 673.51 · #8 - 677.57 Drawings References · Sll - Steel Tank - Roof Plan · S12 - Steel Tank - Erection Details · S14 - Steel Tank - Ring Beam Connection · S15 - Steel Tank - Access Tube/Top Platform Date COPPELL, TX - # 802 LANDMARK Date STEEL TANK ELEVATION / SECTION 05 / 98 own. CADD Chk. S10 - B (typ. of 2)~ Obstruction Ught *-~ NOTES: Drawing References · S15 -Steel Tank- Access Tube/Top Platform · 321 - 36"x 36" Access Hatch Cover - Assembly / Installation · 322 - ROof Rail - Assembly · 323 - Tank Roof Vent · 324 - Paint Rail Access , 30a ' ~ Vent '" Handrail te \. .\ -\ .\ -\ .\ ,\ .\ .\ .\ .\ .\ .\ .\ .\ · '\ .\ · \ , .\ .\ '\ '\ Painters Access / Exhaust ;, ,:., , t · COPPELL, TX - # 802 LANDMARK Date STEEL TANK -' ROOF PLAN 05 / 98 own. CADD Sll Chk. j R = 48'-8-1/2' /w... 3/16" 1/2 x 8 Roof Landing Plate V%o 8 ~ 4 ~1 3 "~ W=7 / ( 64 pc. equally spaced ) _R = 47 - 8 - 3/8' Detail at V%P 8 DetR il at W° 7 ~under 3/8" Plate ..+~under 3/8' Plate ~L I . = _ Sh~,RI~.,e~- Vertical Joint Roof Pate - Radial Joint ;,."' 5 45 ~ T- 1/8' ~,. R = 2.8' - 9' 't" N:: 2 Detail at Detail at W= 3 ~" 1. All butt Joint welds are full penetration requiring backgouge unless otherwise shown , I 2. Allgn p ares along R = 28'-9-7/8" Material Sgectflcatl0n ( unless otherwise noted ) · Rates - ASTM A36 or equal Detail · Structural Shapes - ASTM A,36 f,,,~. Da~a STEEL TANK ; COPPELL, 'IX - iV 802 ERECTION DETAILS Date05 / 98Own. CADD L A N D M A R K o.~ S~-A · 1 II4' x 3'Lira " (44 pc'e) Root Liner Plate .25' 1/2' Hoist Plate -~ . Grout~ (44 pc's)"~ W= .............................. '~' .25 2 22 x 4 - R502 ( Lap - 27" ) B · · · . <SeN ~Painters Rail' W4x 13# · r,, · · ! · · 7-7/8' · ,~ "' .~,1 R = 27'-O' ,-i /, ~. i "' ~ Radius - Interior lace of ring beam skirt : ' Construction Seauence · Concrete support wall/dng beam/dome slab per Dwg. S7 · Steel tank at grade including cone/thrust plate, ring beam plate, paintere rail and hdst plate · Raise tank to final position and install forming plate and shim plate · Install reinforcing steel and place dng beam key concrete (shaded area ) · Grout void between linear plate and concrete ring beam/dome Material Specification · Ring Beam Concrete - 4200 psi 28 day compressire strength · Grout - flowable sand/cement mix - no strength requirement · Reinforcing Steel - ASTM A615 Gr. 60 · Steel Plate/Structural Shapes - ASTM A36 or equal Dete COPPELL, TX - # 802 LANDMARK Dale STEEL TANK RING BEAM CONNECTION 05 / 98 D~m. CADD S14 NOTES: Handrail .... ~e, Tank Roof Vent 18" Overflow. Site closure pipe ship loose' -t Material Specification 1. Riser Pipe ASTM-A139 Gr. B 2. Other Components- ASTM A36 or equal. Drawinq References · S15 - A1 - Top Platform - Plan / Section · S15 - 81 - Access Tube - Plan / Section · S15- C - Access Tube Floor Sleeve ~- Access Tube 0 ..... f ,--Hatch Cover (typ.) -- _j '-36' O C.S. Pipe L 677.57 l- Top Pl!tform (Dwg. S15-A1 ) · 4.8" dia. x 5/16" wall riser pipe ,, .......: ~ r ~ -- 632.42 ............ '::""::: ':' ................... F~o0FS~mt ':* I ........ fll"~?"' - I ""E~' ... t tt Access Tube ( Dwg. S15 - B1 ) Floor Sleeve ( Dwg. S15 - C ) COPPELL, TX - # 802 LANDMARK Date STEEL TANK ACCESS TUBE / TOP PLATFORM 05 / 98 own. CADD S15 Chk. - [ r ! .......~, T "": ..........: '= :"'~"'T ............!.A. ' 8' "' ' i -~-'-~~/.z ......U_~;;~;,;,7;---z2- ..... · ' ~ "'/ ' ' i ' ' ~te ~ ': v. nt :"7 "'~' ~;~R h];~; ': ~; .... " (~P.) 2 ~.- ~ 1~" thm~h lop wl plug. ' Nipple: j ~ G~ B~ · ~ ~.- 4" through side ot hatch m~nt ~gle { ~" ,,' " ~uplings: ,," ~2 ~.-" rough top w/plug. . .,' "". 1 ~ ~ """~ .. '., i ,-' " "-.. j ..." t. .... Plan DeZail 'D' ~ 8'- 0" . _ ~C Detml 'C' Detail 'B' ~ ................. ~ /,' '-, , Top Cone "-" ' - .....+"-r- ) I ~16" Plate -e ~ / ~ ~ ,.. ~ . ' .... ~ i ~ / ~16 Plate / x . ., x ~ / . -o t ...... [ .......... G Vent Sleeve Sup~ Cone -e ' ~""'~'~:Oetaiil 'E' Acc~ Tube Sleeve / Tank A~e~ Sleeve ~' O.D. x 5/16" wall Pipe ~ NOTES: Section 'A' 1. Cut top platform after fabrication for shipping. Provide interior support bracing along cut line (both pieces ). Provide backup bar for field weld. 2. Finish - prepare sudace and coat in shop per contract specification requirements. Drawing References · S15 - A2 - Access Tube Top Platform / Details Rev. Date '[" COPPELL, TX - # 802 LANDMARK Dam ACCESS TUBE TOP PLATFORM PLAN/SEC~ON 05/98 own. CADD S15-A1 W.P. I R=-8'-O" 1 - 3/4" Typ ~~ 18 pcs. O 2'-9' c/c Mk. 8 /' ~ ! R = 7'-101/2' ,.r- / Painters Rail S4 x 7.7# Mk. 6 Detail 'B' Hatch Mount Angle 1/4" Plate 10" height'~ x 6" - Mk. 0/ Hatch Mount Angle I ~ 4G.r~ Bar r1/4' Plate .......... ~ Bar--C 3/ x 4" - 8' height ; ...... Mk. 9 Mk. 11 Access Tube Sleeve 48' O.D. x 5/16' wall PipeJ' Mk. 3 Tank Access Sleeve 36'~ x 1/4' walt Pipe Mk. 4 Detail 'C' 3'- 3 5/8" sqr. o/o e Vent Mount 1/4' Ratbar x 4" - 8' height. Mk. 12"~ /~= Seat (typ.) ) v f-.-, o ? /o -/ .- vent Sleeve 3[:)'~ x 1/4" wall Pipe-- Mk. 5 ,.j'. Section 'D' NOTES: / Seal Access Tube Sleeve 48' O.D. x 5/16' wall Pipe Mk. 3 '~-, Tank Access Sleeve --36'~ x 1/4".wall Pipe Mk., 4 Compression Rin 5/8' Flatbar ( No~2!-- ~' 2 I '~/ v <Seal (WP-) 5/16' v Detail 'E' 1. Locate mid height of compression dng at intersection of support cone and pipe. Material Specification (unless otherwise noted ) · Pipe -ASTM A53 Type EorS, Grade B or ASTM A139, Grade B · Plate - ASTM A36 or equal. Rev. Date COPPELL, TX - # 802 LANDMARK Date ACCESS TUBE TOP PLATFORM DETAILS 05 / 98 own. CADD S15 - A2 Chk, Detail 'B'---,,,, i " 1'-8' Cable Hanger /-@5.-o- - ~ _.:;i ....:: ....i- ~ i ,'i ', ~,, .j..... ! ·.., '-- Detail 'C' NOTES: e Weir Cone .... ,_.. ,.)~"-_ Detail 'A' ---4 ...... i i Overflow_,/ 18' Pipe Site Closure Pipe · \ I I I I / / / /1~/ Section Steel Ladder (Dwg. 301) Ste~ Ladde, · '~ . Tu~e 5/16" Wall 1. Finish - prepare surface and coat in shop per contract specification requirements. Drawinq References · S15- B2 - Access Tube - Details Bey. Data ~ COPPELL, TX - # 802 LANDMARK Date 05 / 98 ACCESS TUBE LAYOUT Own. CADD Chk. S15-B1 R=2'-1" 3/18' Mk. 4 Access Tube .--48" O,D, 5/16" wall Pipe r---" Mk, 1 i ~ _ Weir Cone I i,..1/4" Plate ,1,....2 Support / i ' 3/8' x 2 1/2' Ratbar i ' i - Vortex Plate Mk. 6 ~ 4" Plate k. 3 Detail 'B' ..... Overflow Support Bracket 5'- 9 1/8' , ,, ~ Mk, 5 i Load Spreader ~ Mk, 8 '~ ' , .... .__..!.. =..._.._~ Detail 'A' Detail 'C' ReV, NOTES: Material Specifications. · Pipe - ASTM A53 Type E or S, Grade B or ASTM A139 Grade B. · Plate - ASTM A36 or equal. Dale COPPELL, TX - # 802 Dale LANDMARK 05 / 98 ACCESS TUBE DETAILS Dwn. CADD Chk. S15 - B2 --/-Mk. C Mk. B --, · Mk. A ~- 'o ~/4' [/ Detail 'A' Section NOTES: Components · Mk. A - 1 pc. 48" diameter x 5116" wall x 2'-9" long pipe - ASTM * Mk. B - I pc, 1/8"x 3/4" flatbar x 12'-6" long. [ · · e A139 Gr. B. · Mk. C - I pc. 3t16" x 11/12" flatbar x 12'-6" long. Roll easy way to 3'-11-1/8" outside diameter. · Mk. D - 2 pc. 3/16"x 2" flatbar x 13'-1" long. Roll hard way to 4'-4" outside diameter. (Ship I pc. loose ) · Mk. E - 3 pc. 3/4"x 1" flatbar x 13'-3" long. Roll easy way to 4'-1 -1/2" outside diameter. Material ASTM A36 or equal unless otherwise noted. Finish Field coat per specification. Date COPPELL, TX - #802 LANDMARK ACCESS TUBE FLOOR SLEEVE Date 05 / 98 Dwn. CADD S15 - C A~oc. 26 - 13 Chk. LENGTH MAT'L TYPE RERS P301 1516 3 7.78 T3 P1002 132 10 25.00 STR P703 264 7 35.00 STR GRADE- 60 KSI FOR DETAILS OF TYPES SEE TYPICAL BENDS - A-801 BAR L )r - C ) D E IMPERIAL I G I . I K~.2 I o TOTAL ,(TONS I LBS) - 1.502.00 job COPPELL, TX - # 802 Date AIIoc. REINFORCING STEEL FABRICATIO 05-98 Dwn. Chk. R I Wl',d~)dT .1.8..76 37~522 . . 4,435 14,200 18,887 Rev DWG # S20-B Imp P I / 4 PIER CAP F601 213 F1002 5 4 F903 8 F604 178 F605 178 F606 178 F807 14 F808 16 F909 14 F910 16 F711 42 F712 48 SIZE MAT'L TYPE I A I B I C D E I G I ,IK/.21 O I'"1 WEIGHT 6 6.83 17 10 8.01 17 9 7.65 17 6 13.52 S3 0.42 3.17 6 9.38 S3 0.42 3.17 6 5.17 S3 1.00 8 28.50 9 28.50 8 27.03 9 27.03 9 28.50 9 28.50 9 27.03 9 27.03 7 27.49 9 27.49 7 26.04 9 26.04 1.50 5.33 1.50 6.51 1.50 6.15 3.17 3.17 1.10 3.17 3.17 1.00 3.17 0.42 1.10 0.42 TOTAL (TONS I LBS) - 10. 86 3.80 27.10 3.20 25.99 3.80 27.10 3.20 25.99 3.55 26.23 2.98 25.11 21~721 2,185 1~861 201 3r615 2,508 1,382 26.04 1,065 27.96 lr155 26.04 1,357 27.96 1,470 2,360 26.03 27.97 2~55_5 WALL W501 ~ 35 D301 33 D302 22 D903 2 D1004 12 D905 8 D406 I 1 D307 104 D1008 I 2 D1009 96 D410 52 I 5 27.28 1 9 3 1,59 17 3 3,82 T1 9 9,3B 9 10 11.21 Sllt 9 11.21 SIR 4 10.00 STR 3 7.70 T1 10 24.00 9 10 11.17 STR 4 5.00 STR GRADE- 60 KSI FOR DETAILS OF TYPES SEE TYPICAL BENDS - A-801 job 27.28 I 0.42 0.42 0.74 9.38 0.75 0.42 "' 0.75 ' '0'.74' 0.75" 0.42 0.42 1.17 24.00 2.26 '1.17' 2.26 0.42 COPPELL, TX - # TOTAL (TONS I LBS) - 0.50 99 6 TOTAL (TONS / LBS) - 3.70 77401 20 0.40 9.33 2.60 23.23 80 ~ :-~ F~NFORCING Date 05-98 STEEL FABRICATION Dwn. Rev A!!oc. Chic Imp 32 27.29 64 579 305 73 301 27.29 1.239 4~614 174 DWG # S20-C P - 214 UPPER WALL U701 176 7 U802 176 8 U1003 2 10 U1004 28 10 LENGTH MAT'L 10.06 9.97 8.50 28.66 ITYPEI 16 STR 9 9 A I B 8.50 28.66 BAR Icl 7.14 2.92 IMPERIAL 161HIK/.21OI R I TOTAL (TONS I LBS) - 5.92 .1,7 2.92 .33 8.46 27.00 3.55 26.93 27.29 11,830 3,619 4,685 73 3,45; FLOOR SLAB S501 362 5 30.00 SIR S502 176 5 5.75 17 S503 176 5 4.68 T 6 S1004 70 10 28.66 9 S605 44 6 3.08 9 S606 4 6 10.07 10 S607 4 6 11.64 10 S608 176 6 6.33 16 CUT TO FIT ON SITE 1.00 4.75 1.50 1.50 28.66 3.08 7.07 8.64 1.50 1.50 3.42 2.66 2.92 2.O2 TOTAL (TONS / LBS) - 11.94 1.29 3.68 27:36 .04 3.08 4.50 5.50 2.92 0.17 23,883 11,327 1,056 859 27.29 8,633 27.96 204 2.25 61 2.75 70 1,673 RING BEAM R301 44 3 R502 88 5 36.65 10.89 9 10" DIAMETER 10.89 3 ' PITCH TOTAL (TONS I LBS) - 0.80 14 TURNS .52 10.82 28.17 1~606 606 1,000 SLAB ON GRADE G501 162 5 30.00 WELDED WIRE FABRIC 200 PC'S GRADE - 60 KSI FOR DETNLSOFTYPES 'SEETYPICAL BENDS-A-801 CUT TO FIT ON SITE 7' ' 8" X 25' ' 4" 4 * 4 / W5 - W4 WWF job COPPELL, TX - # 802 Date .AIIoc. TOTAL .(TONS I LBS) - 2.53 5',069 5,069 REINFORCING STEEL FABRICATION 05-98 Dwn. Rev Chic ._Imp DWG # S20-D P 314 LENGTH MAT'L MECHANICAL M501 12 5 21.93 M502 42 5 10.40 M503 14 5 7.00 M504 I 9 5 10.00 M505 22 5 2.50 M506 16 5 8.33 MISCELLANEOUS Z401 40 4 20.00 Z502 30 5 20.00 TOTAL WEIGHT - TONS I LBS GRADE- 60 KSI FOR DETAILS OF TYPES SEE TYPICAL BENDS - A-801 BAR TYPE I A I s l c l 17 9.38 3.17 17 3.00 7.40 19 2.00 5.00 STR STR 17 2.50 5.83 STR. STR. job COPPELL, TX - if 802 9.38 IMPERIAL I G I N I K/H2 I O TOTAL ,(TONS / LBS) - 1.96 0.33 I R I W!:,d"')rlT 0.61 1,226 274 456 102 198 57 139 0.58 1,160 534 62~ TOTAL (TONS / LBS) - ( ' 36.45 72,895 Date AIIoc. REINFORCING STEEL FABRICATION 05-98 Dwn. Rev Chic Imp DWG if S20-E P 4/4 Paint Rail ~__ /' Top Landin Access Louvre Antenna Cable Feed Thru Rate see Dwg. 31~""~ ~ 624.32 ( typical of 4 ) · ~7(.Vowall) ' L3 Antenna .Su rtO elev. 619.50 ._ · ~, 614.50 - -e- _ Landing at Access Louvre see Dwg. 319 ~7 590.50 ( Intermediate landing ) ~7 565.50 ( Intermediate landing } ~7 540.50 ( storage floor ) ~7 524.50 ( slab on grade ) _Catwalk O elev. 614.50 see Dwg. 300- B for plan Truck Door Ladder see - -- L2B Ladder Gage (typ.) ~ L2A · ee Dwg. 313 : see .301 ~ I ~~-- SIngle ~s~L1 Door Date COPPELL, TX ' # 802 LANDMARK SUPPORT WALL LADDERS / LANDINGS GENERAL ARRANGEMENT Date 05 / 98 Dwn. CADD Chk, 300 - A e~,>\_'\% Antenna Cable Feed Thru Plate (typ. of 4 O 9O°) ~:\'~" : :::: I:: ':': see Dwg. 341 - B for details --\\ ~"~"\.~'~'., ~\ , ,,\,,.i,, ,o ~P~er · i ! i / ,, . i,i ,' , \ '\.\'\ \ ' ~ ~ ' i ~ ~1 ' ' / /' :: ::~::~::~": ~ k ' . ~:;~ '~. ~ ' . . .z.z'~' ' ' 'X 'X'X ~ ' 3 0 ..... x q :~nte s" ' Top / A~e~ Louvre ~ ~uvre · for 81.00° '\ '\ '\ '\ '\ '\ Landing at Manhole \ .\ ',. / . ~ \ '\ '\'. \ / / - / I ~ / / "l~ 'l' ~'l' \ '\ ". / i i i '\ Catwalk typical section see Dwg. 316 for details NOTES: 1. Handrail not shown for clarity. Date COPPELL, TX - # 802 LANDMARK SUPPORT WALL LADDERS / LANDINGS CATWALK - PLAN Date 05 / 98 Dwn. CADD 300 - B AIIoc. Chk. 618.50 ,~ 624.32 Landing at Painters Access Louvre __j see Dwg. 319 t for de all e L4B ; 621.50 [.3.:~ I H! -' for deta'l _~ 76145 · L]' ...................... Catwalk } L4A ¢: =k ,..,. 17/8.. for detail 614.50 Section B - B Section A - A Rev. Date COPPELL, TX - # 802 LANDMARK SUPPORT WALL LADDERS / LANDINGS CATWALK - SECTIONS' Date 05 / 98 Own. CADD 300 - C Chk. '-- Splice det~,il Siderail - 3/8' x 2" fiatMr Note 2 A 1/2" O Bolt llce Plate ~" x 1/2" Flatbar 1 llplice Detail Drill x 9116' Section "A' /,-- Rung detail ~ ..e"' ,/-'Note 1 / 3 .__,· .......... 1 '- 4" 3/8" 'it · _ l r~~'[i''~l''~ ' .... '~Rfin..~t4t~l~r _ ~-- Drill x 7~8" ~ung Petal?l~1~ Bev. NOTI=S: 1. Refer to Dwg. 301- BI/B2 for support bracket/connection details. 2. Provide 9/16" diameter holes as required for splice connections, support brackets and cage brackets. 3. Maximum spacing of support brackets on caged ladder Is 4'-0". Maximum Spacing of support brackets on uncaged ladder section Is 7'-0". Material Specification · Siderails/Splice Plate - ASTM A36 or equal · Rungs - ASTM A706 Gr. 60 ( low alloy rainfomlng steel ) --- J, J0 ~;~,,~] ~ ~-,u~J~;~; cIjZ,~ · Fasteners - ASTM A307- galvanized Finish (unless otherwise noted ) · Zinc Coating - (Hot Dip Galvanize ) per ASTM A123 Date COPPELL, TX - # 802 LANDMARK Date STEEL LADDER STANDARD DETAILS 05 / 98 Dwn. CADD Chk. 301 - A1 '-- 1/2" x 3 3/4" Expansion Anchor r,- ,,\ "~3/8'x 2 1/2' flatbar Bracket Ladder Siderail --' '--1/2' x I 1/2" Bolt Section 'A' Ladder Connection - Concrete Wall B 3/16- ~"--3/8'x 2 1/2' flatbar Bracket Ladder Siderail ~ 1/2' x 11/2" Bolt Section 'B' Ladder Connection - Access Tube "V' C 1' Grating . ~11/2'xl 1/2' bolt (typ.) Ladder Siderails" /4'x 2' flatbar Bracket Section 'C' Ladder Connection - Landing NOTES: Material Specification · Brackets - ASTM A36 or equal · Fasteners - ASTM A307 - galvanized · Expansion Anchor - FS FF-S- 325, Group II, Type 4, Class l (zinc plated ) Finish ( unless otherwise noted ) · Zinc Coating - (Hot Dip Galvanize ) per ASTM A123 Date COPPELL, TX - # 802 LANDMARK Date STEEL LADDER SUPPORTICONNEC~ON DETAILS 05/98 ~n. CADD 301 - B1 Chk. ~'~-~-~,,_ ,, ' , 2" x 2" x 1/4" Angle Bracket / ~ ~',\ ( vertical leg coped )"~,._~ ~ ....... · ................................... o ~derail 1/2'xl 1/2" Bolt ~ e ~ction 'D' xp~sion Anchor ( 2 per bracket ) Ladder COnnection - Tank Floor Manhole 2' x 2' x 1/4' Angle--~ r-- 3/16' L/ · ~ .......................................................... ~dder Siderail < ~8" x 2" flatbar Bracket E ' 1/2" x I 1/2" bolt ~_Top Landing Section 'E' Ladder Connection - Top Landing Hangers NOTES; 1. Ddll ladder siderails to suit on site. Brackets may be reversed with leg down. Material Specification · Brackets - ASTM A36 or equal · Fasteners - ASTM A307 - galvanized · Expansion Anchor- FS- FF-S- 325, Group II, Type 4, Class l (zinc plated) Finish (unless otherwise noted ) · Zinc Coating - (Hot Dip Galvanize ) per ASTM A123 Date COPPELL, TX - # 802 LANDMARK Date STEEL LADDER SUPPORT / CONNECTION DETAILS 05 / 98 Own. CADD 301 - B2 Chk. Rev, A 2'- 4" (dia.) _ Typ,> I 1/4" x 2" fiatbar O ( 114" x 2" flatbar Section 'A' NOTES: 1. Refer to Dwg. 301 for ladder detail. 2. Provide 9/16" diameter holes in hoop to connect to ladder siderail/support bracket. Maximum spacing 4'-0". 3. Refer to Dwg, 311 -B for fabrication details at individual ladder cage section. Material Specification (unless otherwise noted ) · Flatbar - ASTM A36 or equal · Fasteners - ASTM A307 - galvanized Finish ( unless otherwise noted ) · Zinc Coating - (Hot Dip Galvanize) per ASTM A123 Date COPPELL, TX - # 802 LANDMARK Date Allot. STEEL LADDER CAGE STANDARD DETAILS 05/98 ~"- CADD 311-A 24-2 Chk. THE TS RAIL is die extruded of high strength aluminum alloy in a unique, patented design shape geared to maximum safety and easy installation. ~ Front portion of the rail incorporates wheel guides for operating alignment of the trolley on the rail. The beadng wall surface for the f orake pawl has as a seconda sa ety feature, protruding stops die formed at 12" increments. This ?eature is valuable under wet or possible oily conditions while engaging the trolley brake pawl on the beadrig ff SU ace. Back portion of the TS rail features a continuous slot designed to retain the hex head of a 3/8" bolt assembly...bolts used for damping the rail to the sup orting structure and interconnecting the rail sections with splice channel. The slot arrang. ement allows the clamps to be located to suit the attachement spacing without special ddlling or in-field alteratons. All rail sections -with the exception of the bottom and top rails -may n r be reversed or intercha god, since p otruslon stops are identical in both directions. The bottom rail is end chamfered for smoother entry of the trolley and equipped to retain the ice- guard (optional). The top rail is fitted with a bolt stop to prevent the trolley user from accidentally moving off the rail. Rail sections are normally supplied in 20' lengths, alyhough any alternate Ion the may be supplied to suit specific requirements without losing the el?~-'~iveness of the system. Rail sections may be pulled in or out several degrees by hand dudng installation if a sti ht change of directon occurs in the supporting ladder. Ladders on curv,~,~ structures, either concave or convex, can be fitted with TS rail pra- formed to a specific radius at the factory (optional). TS rail ~ay be extended above the to of the support ladder or structure by 3 to 4 feet to permit the c~i~ber total safety in landing himself on a platform or other structure before disengaging from the rail. SPECIRCATIONS TS RAIL Aluminum alloy : 6063-T6 Extrusion : 2-3/16' wide by I-7/16" deep Tensile strength: 30,000 PSI Standard length: 20 feet Protrusion die formed stops: 3/8' x 1' x 3/32" every 12 inches o rail confines hex head bolts for Continuous C shaped slot at bac f n k attachment of rail to rug. SPLICE CHANNEL ~="'~,luminum alloy: 6063- 5 w~T 15/16" deep x 8' long ,xtrusion: 1-13/32' 'de x I'ensile strength: 21,000 PSI MOUNTING BRACKETS Die formed of C- 1020 HRS. Tensile strength: Approximately 65,000 PSI. Hot dipped galvanized to ASTM- A- 153 CAP SCREWS 3/8" -- 16 x 1' grade 5 hex head ca screw. Look washer and hex head nut. Hot dipped ga anized to A~TM-A - 153. Weight: Rail and attach~Xg parts, approximately 1.15 pounds per foot. TS Trolley is die extruded of high strength aluminum alloy. Precision machined in jigs to provide center slot and pin hole for brake pawl and wheel wells for the Deirin wheels. The wheels provide quiet, frictonles operation on the rail. climbing or descending. Chrome lated steel brake pewi is confined to the center slot with a press fitt~sJ~ stainless steel pin. The double stainless steel spdn construction provides immediate braking of the trolley brake pawl if t~e climber relaxes or slips during ascent or descent. The climber is connected from the brake pawi to the trolley with a special hot dip galvanized screw pin shackle and a for ed snap hook with a quick action thumb release. The snap hook of ~e trolley connects directly to the center front D- ring of the climbers' belt. The trolley weight is negli ible and causes no restriction of maneuverability. If the dimper wishes to ~sengage himself from the trolley at any location on the rail, the trolley will remain in position throu h the normal spring -brake action of the brake pewt. If the climber is ?e~aning beck slightly to release the brake during the climbing o ration, there is no need to adjust or move the trolley with the han~.. Any number of climbers may use one TS installation at the same time if each dimper is equipped with a TS trolley and belt. Rev. Date COPPELL, TX - # 802 LANDMARK SPECIFICATIONS TS TROLLEY Trolley body: Aluminum alloy 6063- T6 extrusion accuralely machined in special jigs. Tensile strength: 30,000 PSI LOCKING PAWL C- 1020 HRS plate with tensile strength of approximatel 65,000 PSI... finished with nickel chrome plating. Secure to trolley ~/y b 3/8" diameter type 304 stainless steel pin. Tensile strength: 90,~) PSI. PAWL SPRINGS Dual spdngs formed from .060' x 1/2' flat stainless steel spdng stook 4 secured to trolley body with 1/'-20 stainless steel machine screws. TROLLEY WHEELS 4 Delrin wheels of 5/16" x .75" diameter. Wheels secured to the trolley body with 1/4' diameter heat treated holokrome shoulder screws. Nickel chrome plated. SHACKLE AND SNAP HOOK A 5/16' drop forged screw pin shackle with a proof load test of 3300 pounds is used to attach drop forged snap hook to the trolley pawt. Shackle is hot dipped galvamzed. Snap hook is drop forged cadmium plated with proof load test of 5000 pounds. Trolley weight :Approximately 3 pounds TS SAFETY BELT is nylon body strap and work belt designed and manufactured espedally for use with TS equipment. The belt meets all requirements codes and is equi with two side D- dngs for attachments of lanyards or safety be,t and .or encompe. tool SPECIRCATIONS TS SAFETY BELT Belt body pad of 3' width latex impregnated nylon webbing. Body pelt of 1- 3/4" width nylon webbin using drop forged frame and Iongue type budde. Buckle holes reinforo~c~<~ with grornmets. Copper rivets ... nylon washers under rivet heads. FRONT DEE RING Steel dee ring with proof load test of 5000 pounds for attachment to snap hook. SIDE DEE RINGS Two drop forged circle dee dngs with proof load test of 5000 pounds ifioned on each side of belt for attachment of safety straps or It weight: approx' ateiy 2-1/2 pounds. Rail Sections Location L.F. Material · Shaft Lower - 43' Aluminum · Shaft Middle - 27' Aluminum · Shaft Upper o 26' , Aluminum · Top Landing to Manhole - 9' Aluminum · Acc. Tube Int. - 62' Aluminum · Acc. Tube Ext. - 42' Aluminum Accesories Item No. Trolley 4 Safety Belt - 4 Ladder Ups 1 Date Allot. SAFETY CLIMB & HARNESS 05 / 98 own. CTR 313 10-10 Chk. Hinge see Dwg. 315 - A2 for Detail . ~ ~. ~. ' : :: ::: :: ~' ':": ii: :: :. · ' '' :. ::':" ': / ~- 10 1~" · 2'- 1~1~' C4 x 5.~ Inte~iate Sup~ Plan Assemblies Required - 2 Pc's (I as shown, 1 opposite hand ) NOTES: Material Specification · Frame/Brace - ASTM A36 or equal · Handrail - ASTM A53, Type S, Grade B, Sch. 80 · Grating - l" x 1/8" beadrig bar @ I 3/16" c/c · Fasteners - ASTM A307 - galvanized · Expansion Anchor - FS FF- S- 325, Group II, Type 4, Class I, (zinc plated ) · Hinge - ASTM A312, Type 316L Finish · Zinc Coating - (Hot Dip Galvanize) per ASTM A123/A385 Drawing References · 315 - A2 - Intermediate Landing Sections/Details Date COPPELL, TX - # 802 LANDMARK Date AIIoc. INTERMEDIATE PLAN 05 / 98 own. CADD 24 - 4 ChW LANDING 315 - A1 /~"'1 1/2" Handrail_.~, - Sch. 40 pipe · · · 1'- 103/16" 1'-7" typ. ,~ 1/2" ~ x 4 1/2" Expansion 2 pc's ) , · Grating--~ (D 4" Perimeter Support l 1 L 6'x312'x5/6" Section 'A' typ. "x" "~"~1 D S/a . (2 pc's ) , Intermediate Support / "C4x5.44~ 1/2' ~ x 4 1/2' Expansion Anihor ( 2 pc's ) _-- Section 'B' Side Elevation I 1/2' 4" I 1/2- · · · · Handrail //"Post Perimeter Support _ L 6" x 3 1/2' x ,5/16" \ 1/4" FlatbarJ ..... · · 1/2" X 11/2' BOlt ' ( 2 pC'S ) 1/2' ~ x 4 1/2' Expansion Anchor ( 2 pc's ) Brace ~ 3 1/2' I Plan Hinges- 3/8' S.S. Piaoe Sch. 40 c/w Hinge Pin-7/16 iZI s.s. rod secured both sides by 3/16" x 3/4' Ig. cotterpins Io see wg. 315 - A1 ( typ. 2 cations - D ) Section Section 'C' Section 'D' Hinges Detail RBv. Date COPPELL, TX ' # 802 LANDMARK Date AIIoc. INTERMEDIATE LANDING ELEVATION, SECTIONS 05 / 98 own. CADD 315 - A2 24 - 4 Chk. -e · 4'-17/8" · I t ' J , i 1" Grating I t ', ...... · i '~ ~.. - .., ~-, :. ,., -.~, ~ · ! .. ,, .' ... '~., ~, · ,. ~, ..~:!' ? t ;"'..' ' .' T:;', .' _:7 ;.L.... ,' ......l .' ....'. ', ~' ' :~ :: :~ i .'?.: '.:~ I'.~.. · :.." '.. ' _'~' E,~ . '...',':.i!~: I :T ....................... ':" ~ ~lt I "' ....~ .......... ~'~ ~ 4 F r1/8"j j._l/"x6' 'C' ( weld to gra~ng being ~r ) Plan (handrail not shown for cladty ) 1/8" 1" 1/2" Ro~nd4. Bl~~~.,,~ "11/2"Pipe Sch. 40 Handrail Connection Detail Assembly Required: · Grating - 31 Pc's · Bracket w/1/4"x 1" Flatbar - typical bracket - 29 Pc's · Bracket w/1/4"x 6" Flatbar - end bracket - 2 Pc's NOTES: 1. Matedal - ASTM A36 or equal 2. Finish - hot dipped galvanize 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated 5. Anchors - 1/2"O ASTM A307 plated wedge anchors, men. embedment 4". 6. Grating - l" x 1/8" bearing bar @ I-3/16" o/c e ,~e Grating clitips · !': @ 4 Ioca 'ons 1/4" x 1" Flatbar - typical bracket 1/4" x 6" Ratbar - end bracket 11/2' Pipe Sch. 40 3/8" U - Bolt (typ.) 1/2" Wedge Anchor ~ Ityp. ) ~, ., = ~ 1/4' x 2 1/2' Ratbar.~ cJw 11/2' O.D. Round Bars 3/16' I/ C 4' x 5.4# .,, 1/2' PI. C3'x4.1# I 1 1/2' Wedge Anchors 5/16' PI. ~ .... Section 'C' Rev. Date COPPELL, TX - # 802 LANDMARK Date CATWALK - TYPICAL SECTION - LAYOUT 05 / 98 own. CADD 316 - A Chic CROSS Iocatjorls I I~nger ~t Io~tjons I Catwalk bracket ( typ. ) see Dwg, 316 for details typ. 1 '- 4' 1/4" X 6' - Flatbar__~ '; ~. '.' , (typ.) '. .... - '~':.. , , '- ~ :;;::: ......._,__ ':"'!'!:L 4" x '3" x 1/4" 'L 25'- 4 - 5/8" ~~ 1. Material - ASTM A36 or equal ....... 2. Finish - hot dipped galvanize = ., . 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated (5/8"i3 unless noted otherwise ) 5. Anchors - 1/2"GI ASTM A307 plated wedge anchors min. embedment 4". 6, Grating - l" x 1/8" bearing bar @ 1-3/16" o/c. 7. Anchor each grating at 4 locations, Rev. Data COPPELL, TX - # 802 TOP LANDING - PLAN Date 05 / 98 Dwn. CADD A.oc. 24 - 3 Chk. L A N D M A R K 3~8-A~ 1/4' x 2 1/2' Flatbar '( end bay only ) /-2 1/2" x 2 1/2" x 1/4" L ~. 11/2" Pipe sch. 40 -6' x 3 1/2' x 3/8" SECTION 'B' 3/8' NOTES: 1. Matedal - ASTM A36 or equal 2. Finish - hot dipped galvanize 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated ( 5/8" t3 unless noted otherwise ) 5. Anchors - 1/2" 6 ASTM A307 plated wedge anchors, rain. embedment 4". 6. Grating - l" x 118" beadng bar @ 1-3/16" o/c Plate Rev. Date ~2'x2'x1/4' L · ( typ. of 2 ) 3~4' Richmond Inserts ' ( typ. ) 6" X 4" X 3/8" 3/4' bolts ( bracket to dome ) 3"x3"x1/4" L ( typ. ) typ --11/2" ipe ~h. 40 Cover Stop 6" x 3 112' x ~8' L SECTION 'A' ILGrating 4=x3, x1/4, L--/J 2 1/2' x 2 1/2" x 5/16" L ''''''/' l/2'AWedgr~~~j 6' x 3 1/2' ( typ. of 3 ) COPPELL, TX - if 802 TOP LANDING - SECTIONS LANDMARK Date 05 / 98 Own. CADD AUoc. 24 - 3 Chk. 318 - A2 4~-7" · "' " : L~' 6'x31/2'x5/16' Angle .-"' ( note: vertical leg up ) ~.~.I ~.~ ':~i: ~.':i:. :.':: .:.-, · ! ' -"':-:::: .':':':::ij."i='l .................. ; ................ .~ C ~::::i~i,::ii:.:i:~!.., :;:~=:~'~i'i.~':i,.i~:' !,~:.i.i:~:::.!'_.Gra!ing: ,~-i:~:i !,~. ;ii:ii:ii:~:.i~:~-~:'ii:~i½~ii;~ 6. x 3 1/2. x 5/16' Angle ~. .=_~I. :::,, .: ........................ h ...............~"I'I ' ( note: vertical leg down ) c~ :;.' .....'._T j. IZ.': ~,~ ':';:~ "..' :; ' ::. :' '.z',.,. ~.~::',.:~ ::LIL~:. ;'.z',~t · i,'~ ':~:,:I:~:..'.:::".' ,.:~L ".:.~I,2:7L .. !'~'..'j' ':. "'; T:' ' :.: ':: 7~':':L :i'::i:~'=:::~:: !:~'~:i!!:: ~I:::::: :.:=!:,: i':":'~; ~ i:::: ': ': !~ ~::i :':::::~:, ;~ :~ Grating clips ~,:~,~.: ........ ,.,...,:: ..... ::,:'.: .::L',': :.L,:'Z:::;;::~,.Y..'.::Z:LZ: ~.:, ' ~ 4'-01/2" ~ 3 x 3 x 1/4 ~gle t I t ~ t :16 t 6" x 31~' x 5/16' ~gle ' , ( no e: vedi~ leg up ) ~ ...................... - ............. Plan ~ ~ ........................ , ............. 11/2' Sch, ~ pipe railing ............. ............. "g. (WP.) ' NOTES: 3'x3"x1/4' ~gle 1 1. Matedal - ASTM A36 or equal 2. Finish - hot dipped galvanize 3. Electrodes - E70xx · e,. .... 4. Fastenera - ASTM A307 plated ~ctlon 'C" 5. Anchom - 1/2" ~ ASTM A307 plated wedge anchors, min. embedment 4". 1/2" w~ge A~hom 6. Grating - l"x 1/8" beadng bar ~ I-3/16" o/c (WP') Date COPPELL, TX - # 802 LANDMARK Date LANDING AT PAINTERS LOUVER - LAYOUT 05 / 98 Dwn. CADD 319 - A Chk. Rev, NOTES: ( tt/p. for hsndrail ) 11/2" sch. 40 Pipe 1. Material - ASTM A36 or equal 2. Finish - hot dipped galvanize 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated 5/8" ~ (unless otherwise noted) 5. Anchors - 1/2" lgl ASTM A307 plated wedge anchors, men. embedment 4". 6. Grating - l"x 1/8" bearing bar @ I- 3/16" o/c I ~13 III I III I ~. III I III · ! III I I I III · I I III I III I III .... _i__ __J/!4 .... III III III III III III III III III III III III Ill _,L .... ,La__ _,J.IL~ 6" x 31/2' x 5/16' Angle (vertical leg turned up typical three sides ) I: i' i- -i;--~ ~.+"..j~ :i' ...-~ -i.' , ~'/"'T.,:~ ::'r "": U'~'~ "/':~ ~ ~' ~ ,~'~'" ':' ~"~' :~ '] :~,~ Section 'A' :~.1 ..~1 . |.:~]/::1 i ::~ ~1 ~ [: ',2'i! Grind ::: .~'.~ Gag 'l · '~ i'' i i I ""'' i: · ~ 'A' ' :: :~,"' ': ':'t "":t':: "F'' :""t:i :: :!' ~'~' ~ ........ , ~ Grating cips @ 4 ocaton$ ~',, ,':,~',:,,",":,',,,~..,,"' i i ~ t ~' ~ "~' r:-'r "t' 6"x3J/2'x5/16"Angle J '1 ~i, I ,4' ' I ~ i ~:~ " ' :' (vertical leg turned down ) : I .: I-~--I--T' i :1 :::'[ I-~ . ~. " 1/4" x 1" Ratbar k ~__3"x3"x1/4" Angle _11/2' Sch. 40 Pipe (typ.) (typ. of 2) 3'° 2 1/4' · · 3'-6' Date Plan COPPELL, TX - # 802 LANDMARK Oa~e LANDING AT MANHOLE - LAYOUT 05 / 98 own. CADD 320 - A Chk. 40" 'sq. (ili frame angle ) Plan /-- Stainless Steel Hinge / '~ Neoprene Gasket ""~ Frame Angle 1/2'x 1" aluminum fiatbar x 4"- Detail A - Hinge Detail Exterior ' ~ Hasp nte' r~''z'' "l'~' H p .... , Padlock Hasp Hold Open / Handle '!~:":~'~" Section A ~tch / H~dle J~ ~ 2 I~ation~ ea. side Rev. NOTES; Detail 'B' - Latch Detail 1. Mounting Angle ~ fabricate, leg in at tank access/leg out at roof access. Material Specification · Hatch Cover - Tread plate and framing - Aluminum T6061-T651 · Latch, Hinges, Fasteners - Type 304 Stainless Steel · Handles -Zinc Plated Pc's Required - 2 Date COPPELL, TX - # 802 LANDMARK Date 36" x 36" - ACCESS HATCH COVER ASSEMBLY / INSTALLATION 05 / 98 Dwn. CADD 321 Chk. Plan 3' Pipe sch. 40 /"' Mk. #1 ~ /\ 3' Pipe sch. 40 Mk. #2 -~ (typ. of 18) ~(---- (--------)( 1/4' x 3 1/2' Flatb~ _/~ Mk. #8 (typ. of 19) Antenna Bracket 1/2' Plate Mk. e9 3" Pipe sch. 40 3' Pipe sch. 40 ,' Mk. #7b ( wp. of 2 ) )( ) [ )~" 3' Pipe sch 40 l ' Pipe sch. 40 M~. #3 3' Pipe sch. 40 Mk. #6 ( typ. of 2 ) Mk. #4 ( typ. of 2 ) (typ. of 2 ) NOTES: Front Elevation Antenna Bracket Gusset ( typ. of 2 ) 1/2- Plate Mk. #10 3" Pipe sch. 40 Mk. #7a (typ. of -~9) 1. Matedal ~ ASTM A36 or equal 2. Finish - field coating in accordance w/contract specification section SC.63 E 3. Electrodes - E70xx Date COPPELL, TX - # 802 LANDMARK ROOF RAIL - ASSEMBLY. Date 05 / 98 Dwn. 24 - 5 Chk. CADD 322 - A Shroud B ( Shroud Diameter ) Acorn nuts for shroud removal A ( Throat Diameter ) E ( o/o Square Curb ) Quantity Size Model A 8 GRS - 8 8.25 10 GRS - 10 10.25 12 GRS - t2 122.5 14 GRS - 14 14.31 16 GRS - 16 16.31 18 GRS - 18 18.31 20 GRS - 20 20.31 24 GRS - 24 24.38 30 GRS - 30 30.50 Dimensions ( inches ) B C D 17.50 7.25 2.25 20,50 8.25 3.00 24.75 9.88 3.25 26.00 10.75 3.75 28,63 10.75 3.75 32.00 ~ 11.00 4.00 35.00 J 11.25 4.25 38.75 11.75 4.75 48.00 18,85 J 5.44 NOTES: E 19.00 19.00 22.00 24.00 26.00 30.00 30.00 34.00 40.00 1. Manufacturer - Greenheck Fan Corporation, Schofield, WI 2. Model # GRS (all aluminum/stainless construction ) 3. Matedal Specification: Curb / Shroud - .064" aluminum Screen - 1/2"X 1/2" s.s. welded wire cloth Threaded Fasteners - stainless steel Rivets - aluminum 4. Fasten vent to mounting curb at 8 locations. Use stainless steel fasteners. Rev, /., Date COPPELL, TX - # 802 TANK ROOF VENT Date 05 / 98 Dwn. STD Allot. 10 - 11 Chk. L A N D M A R K 323-A !_ --16 - 5/8' holes @ 22.50° III/ /,~1 t, ,j,.__._.-o ........................................... --4.-o ..... ~ 5' x 3' x 1/4" C.S. Angle '( mll~ to ~" I.D. ) Plan ( Note I ) 1/4" Aluminum Checker Plate ( cut to 3' - 6" O.D. ddll holes to match curb ) ~q 3/16" Neoprene Gasket---~ /--16 - 1/2" S.S. Bolts c/w Nuts i 3/16' / \, i Section NOTES: 1. Locate access plate/frame as shown on Dwg. 104-A1. 2. Provide 7/16'~ holes in mounting frame and cover plate. Dimensions shown are typical for each side. Material Specification · Cover / Frame ASTM A36 or Equal · Fasteners - ASTM A143 Grade Grade B8M stainless steel Finish · Field coating in accordance w/contract specification Date COPPELL, TX - # 802 LANDMARK Rev. PAINT RAIL ACCESS HATCH Date 05 / 98 Own. CADD 324 - C Chic 1/4" x 28" O D ' 1/2" alia. Lifting Ring ASME Dished H~'a~"'~,.~,,~ ~ Detail 'B' \ Hinge .Arm Assembly . ~" ~Ioor b ~ .... ~.,.~ . I . x 26 - 1~' I.D. ( Type 3~ s.s~ ) MANHOLE ASSEMBLY -.--- 1' - 2 - 1/4' radius ~ 7/8· ep g k~ B · ' de roove .~__~1'-0-1/2" radius 4' ·-- 1'-1-1/4' raUius Seal typ. ~ · ._-.. ~, ~,'~2-~'\ · t plates 7 Grout Ring Section 'A' · NOTES: Material Specifications · ASTM A36 or equal unless otherwise noted. · Handwheel/Pin - ASTM A276 - Type 304 · Fasteners - ASTM A307 - plated Retainer Ring Slots ~ ----+- 3 pcs. @ 120= /"!!"~ Detail 'B' Section 'B' Finish · Floor Sleeve/Seat Plate - coat in field per contract specifications · Hot Dip Galvanize - all other carbon steel components Installation · Inspect seat plate and groove. Clean and mpaint as required. Lay a continuous bead of NSF approved sillcone in groove, Set gasket and clean excess sillcone. Center dished head on gasket. tighten handwheel. As tank is filled, continue to tighten handwheel. Date 25" TANK FLOOR MANHOLE COPPELL, TX - # 802 ASSEMBLY Date 05 / 98Dwn.CADD L A N D M A R K A,,o~. 2,-7o,k. 32s - A~ Mounting Angle / ~- AI ' Insect Screen-- ---.'~~ ~ -+ Louvre- --~,~ Interior--+ -.--- Extedor Interior · 11 !.~ , 1/2" "'-- Exterior Section A Rev. NOTES: 1. Coat concrete contact surfaces with shop applied bituminous coating. Material Specification · Louvre - aluminum 6063- T5 alloy - mill finish. Size - 23 3/4" wide x 35 3/4" high x 4"( exact size ) Construction - box frame head/sill with fixed blades @ 4" spacing · Mounting Angles - aluminum 6063- T5 alloy - mill finish. Size - 11/4" x I 1/4" x 1/8" - 2 pc's. @ 36", 2 pc's. @ 24" · Insect Screen - aluminum Size 233/4" wide x 353/4" high / 18x16 mesh 0.11 wire. · Fasteners - stainless steel Extedor - 1/4" expansion anchors (6 pcs. ) Intedor - 1/4" drops in anchors with 1/4" bolts (4 pcs. ) Date COPPELL, TX - # 802 LANDMARK Date PAINT RAIL Ai~CESS LOUVRE 05 / 98 D,,,n. 327 - A 10 - 12 Chk. Plan t=!evation 'B* - Rail Connection Section 'A' NOTFB: 1. These rings am to support wireless communication equipment and are not designed to support personnel. 2. Communication Equipment Support Capacity- maximum 500 Ib. point load between anchors brackets. 3. Matedal - ASTM A36 or equal. 4. Finish - hot dipped galvanize 5. Electrodes - E7Oxx 6. Anchors - 1/2"12I ASTM A307 plated wedge anchors, minimum embedment 4". Date COPPELL, TX - # 802 LANDMARK WIRELESS COMMUNICATION EQUIPMENT SUPPORT RINGS Date 05 / 98 Dwn. CADD chk. 339 - A N ~T //i a's°"/Z ,~o /. o ,-.. oc . ' za / .,~.~oc% ' · ./ · ,/- . · ./ ' ~ o .-"' -.,. .. Board //~ ,.-"' (typ.) Interior Bollards - Plan 6- #5 Dowels into Floor Slab- 5' dia. Galvanized ........ 4---Sch. 40 Steel Pipe L:'l:l:.~'x- Note 1 ~ Concrete En~sement (3~ p~) ~6" Sch. 80 (5.76' I.D.) weld~ One End Removable Interior Bollard - Section Pc's Required - 5 Bey, NOTES: 1. Paint bollards w/intedor coating system. Provide 2" wide yellow reflective tape stdpes at 4" centers. 2. Grease 5" pipe with multipurpose grease pdor to installing in sleeve. Date COPPELL, TX - # 802 LANDMARK BOLLARD / INTERIOR LOCATION AND DETAILS Date 05 / 98 Dwn. CADD AIIoc. Chk. 340 - A N ~ '\ ( typ. both sides of door ) '\ r~ "'---"' ........ ~' '\ ,,-- ,--""" ~ I~0 ,;,," ,,' ,,-' '\ ,,' ,,,' '\ ,,' ,,' , '\ Exterior Bollards - Plan ( typical 2 locations ) 6" ~ sch. 40 Steel Pipe x 7' - o' ~g. ? ~ .......... = · Concrete EncasernenT>/ ( 3000 psi ) Minimum 9' emb~ment, ~o rows e 12' //--- Pier Cap Exterior Bollard - Section Pc's Required - 4 NOTES: 1. Paint bollards w/intedor coating system. Provide 2" wide yellow reflective tape stdpes at 4" centers. Rev. Date COPPELL, TX - # 802 LANDMARK Date BOLLARD / EXTERIOR LOCATION AND DETAILS 05 / 98 Dwn. CADD Chk. 340 - B 520,57 I 1'/- End Cap ( 3 pc's mqu red ) -.,~._-~-~ 526.00 - End Cap 4' x 4' Joint In Concrete ; Detail '.A'. _.Z/' ( f°r future removal to access) ..- --. ., ~, 524.50 ( Nominal ) ~7 523,50 t/o Pier Cap Long Radius P.V.C. Bend Wrap 3 pc. conduit with/2' · panelon Joint capstrip. 1v x Remove strip & ~l void w/ap ed self le etlng polyurethane sea'a~n~ , Detail 'B' DrawIn9 References S5 - Support Wall - Opening / Sleeve Locations Date COPPELL, TX - At 802 LANDMARK Date ANTENNA SYSTEM BELOW CONDUIT ENTRANCE 05 / 98 Dwn. CADD Chk~ 341 - A tntedor---,, 617.00 · ,-- Exterior Interior--- · ~- Exterior Section A NOTES: Antenna Cable Feed- Thru Plate Manufacturer - Andrew Type 48940- 6 Multiple Entrance Wall Feed- Thru Plate. Material - Aluminum Meuntinq Angle Size - 2" x 2" x 3/16" - 2 pc's. ~) 1' - 5 - 3/8", 2 pc's. e} 1' - 9 - 5/8" Material - aluminum 6063- T5 alloy, mill finish. Finish - coat conGreta contact surfaces with shop applied bituminous coating. Inetafiation Angle/Wall - ddl; angle x 1/2' @ 8' c/c. Bolt to wall using 3/8' HIIti Kwik bolts. Plate/Angle - drill angle x 5/16' to match pre-drfiled plate. Fasten with 1/4" s.s. bolts. (10 locations) Shod Drawing References S5 - Support Wall - Opening / Sleeve LocaUons Date COPPELL, TX - # 802 LANDMARK ANTENNA SYSTEM UPPER CABLE FEED-THRU PLATE Date 05 / 98 Dwn. CADD 341 - B Chk. N B ( below ) / / / / / / / ,~. / i ~ ~-24 Water Line / / / - '\ 52.50" ~ .-' : // ,- \. ~./~OO~/. ./ ///'/"' , .,.,.× ,-...-. \ ,,. ,~ ~o \ /'/ '\ // / \ , '\ \ \ '\ '\ C NOTES: 1, See Contract Drawings for additional details. Drawing References: · 402- A/B/C/D - Mechanical Layout - Section · 403 · 405 - A1 · 406 - A1 · 410 Rev, Date - Floor Drain - Inlet/Outlet Riser- Elevation - Overflow Riser - Elevation - Piping/Mechanical Equipment - Legend COPPELL, TX - # 802 LANDMARK 10'x10' Concrete Rip Rap w/3' x 3' Inlet'~ Inlet / Outlet Overflow Date Alloc. MECHANICAL LAYOUT PLAN 05 / 98 Own. CADD Chk. 401 10' - 1 - 5/16" Inlet / Outlet Riser ( see Dwg. 405 - A1 ) ~7534,18 ~- 20"/24" ! Inlet / Outlet ! CE - 18" Overflow 4'- 10 - 7/8" ~ I 4- F1 ! -,,-- O1 (sid ~ ~ e' ;~ ~ 532.55 ® 530.39 · ' At ~ " ~ 528.39 '~ Vl Note 4 ~ ,"*""', v 527.50 . ' v · · S.S. Pi~ ~ ~ 525 25 ~ R.C.C.P. Pipe ~ ~4.50 ( Nomin~ ) 1" Expan~on joint ~ ~ w/~p mdp and approv~ ~lf leveling ~ ~lyure~ane ~alant NOTES: Overflow Riser ( see Dwg. 406 - A1 ) 1. See Contract Drawings for additional details. 2. Support base plate with 1" non shdnk grout. Install 4 pc's 3/4" s.s. threaded epoxy anchors - 9" embedment. 3. Provide flange insulation gasket/sleeves/washers at valves and pipe matedal change. 4. Rotate valve so operator is in the horizontal plane. DrawlncJ References; · 405 - A - Inlet / Outlet Riser · 406- A - Overflow Riser · 410 - Piping/Mechanical Equipment - Legend Rev. Date COPPELL, TX - # 802 LANDMARK Data MECHANICAL LAYOUT SECTION A - A 05 / 98Dwn. CADD Chk. 402 - A 24" R.C.C.P. Field weld --~ "~ 515.50 ,' / M501 @ 9" ( bend ends into pier cap ) M502 @ 9" E.F. & E.S.~ ,, r~'~7 525.25 ~ S.S. Pipe v 524.50 _+ R.C.C.P. Pipe .~"' ~>ub - Base O I / 523.50 t/o Pier Ca.p /-..~0; @9" E.F. M501 @ 9' 520.00 f' Expansion joint w/ ~/_ cap strip and approve] Note self '~ leveling polyurethane sealant L M501 @ 9' ~ v 5'~3.70 NOTES: SECTION B - B SECTION 'F' 24' R.C.C.P. .. ...... . /Water Line . ~; ...... -...~ M502 @ 9' E.F. ~ ~ SEC 'E' ~.SeeConUact~foradditi4;u~qJcletails. 2. Provide flange insulation gasket/sleeves/washers at pipe matedal change. 3. Cut reinforcement to suit. Laps as required - rain. 18". Drawing References; · 410 - Piping/Mechanical Equipment - Legend Date COPPELL, TX - # 802 LANDMARK Date AIIoc. MECHANICAL LAYOUT SECTIONS B - B, 'E' & 'F' 05 / 98 Dwn. CADD 402 - B Chk. CL - 18" Overflow Riser O1 ~ Overflow Riser ( see Dwg. 406 o A1 ) I ~7 532.55 530.39 .~,~,! 20" I.D. PVC Sleeve "Note 5 .ore 2~T~® _~_ '® ~ 527'50 ~ 52~.; , M505 ' ~ /w cap sltri self leveling polyurethane sealant M504 @ 12"-J/~ M503 @ 12'/ T _, ~, 522.68 ~M5 2'~ ,7 520.00 O5@ 1 10' x 10' Concrete % 3;,x reinforcement ) 1" Grating I 518.12 ( Invert Elevation ) . j 24' RCCP Pipe SECTION C - C NOTES: 1. See Contract Drawings for additional details. 2. Support base plate with 1" nonshrink grout. Install 4 pc's 3/4" s.s. threaded epoxy anchors - 9' embedment. 3. Epoxy M505 anchors with W.R. Meadows Rezi Weld or equal. Minimum 9" embedment. 4. Cut reinforcement to suit. Laps as required -min. 18". 5. Grout void after pipe installation. Drawing References: · 402- D - Mechanical Layout/Sections D- D & 'G' · 406- A1 - Overflow Riser. · 410 - Piping / Mechanical Equipment - Legend Rev. Date COPPELL, TX - # 802 LANDMARK Date MECHANICAL LAYOUT SECTION C - C 05 / 98 own. CADD Chk, 402 - C Inlet / Outlet Riser ( see Dwg. 405 - A1 ) F1 - 534.18 20" / 24' Inlet / Outlet Riser 4'-0-11/16" 530.39 Note ~ ~--~ ~y 526. 524,50 ( Nominal ) 1" Expansion joint ~ self leveling polyurethane sealant M504 @ 12--/ M503 @ 12-/ ~M505 @ 12' M503 @ ~ · M504 @ 12" SECTION 'G' SECTION D - D NOTES: 1. See Contract Drawings for additional details. 2. Support base plate with 1" nonshrink grout. Install 4 pc's 3/4" s.s. threaded epoxy anchors - 9" embedmerit. 3. Epoxy M505 anchors with W.R. Meadows Rezi Weld or equal. Minimum 9" embedment. 4. Cut reinfomement to suit. Laps as required -min. 18". DrawincJ References: · 405 - A1 - Inlet / Outlet Riser · 410 - Piping/Mechanical Equipment Legend Rev. Date COPPELL, TX - # 802 LANDMARK Date All(x:. MECHANICAL LAYOUT SECTIONS D- D & 'G' 05 / 98 own. CADD 402 - D Chk. Section K - K Rev. Date COPPELL, TX - # 802 LANDMARK FLOOR DRAIN Date 05 / 98 Dwn. CADD 403 Alloc. Chk. · Floor Penetration Detail __~ Dwg. 405 - A2 630.01 Top of Pipe Weld ~j,/'Joint ( typ. ) Bracket /'(typ.) ! 4'- 0 3/4' ~ - 20" Inlet / Outlet Top of Range Expansion Joir~ NOTES Drawing References · 405- A2 - Inlet/Outlet Riser- Floor Penetration · 409- A - Riser Pipe - Bracket/Wear Sleeve Detail · 410 - Piping/Mechanical Equipment Legend Rev. Date COPPELL, TX - # 802 LANDMARK Date INLET / OUTLET RISER ELEVATION 05 / 98 Dwn. CTR 405 - A1 Chk. /.,~'.~ - Silt Stop Detail A (~ Riser Pipe .... Weld Flange ~-.- ( ote 3 ) ~'~ N t/4- [ ~'------- ' ,-,--"'" Floor Plate ~ ''\ --' "" ~-~ Support Flange Grout Dome Slab 630.01 ;:- 627.40 · · ~7 3/8" round bars @ 6" -, G_' 20" Inlet/Outlet \% I Floor Plate Detail 'A'---~.,,i .... -,,, ' ",,:, ,,,,' ' 4'-o3/4' t NOTES: Riser P{pe Upper End Detail 1. Cast Mk. D3 and Mk. F3 in dng beam/dome slab. Provide temporary plug in 6" coupling floor drain (Mk. D3 ). Replace with silt stop (Mk. D1 ) after painting. 2. Cut height of angle flange (Mk. D2 ) to drain floor plate locally. 3. Weld flange is shipped loose for field weld. 4. Provide additional reinforcement around penetration. Drawing References · 410 - Piping/Mechanical Equipment - Legend Rev. Date - COPPELL, TX - # 802 LANDMARK INLET / OUTLET RISER FLOOR PENETRATION / DRAIN DETAILS Date 05 / 98 Own. CADD 405 - A2 Chk. -e Floor Penetration Detail "'~- Access Tube Note 2 ,~ '--..!,.' ~ Bottom of Flange ,,~j/,~__ ; Floor Piece - 622.82 '---~Flan e Bottom of Flange Joint Horizontal Piece 0 ._1 ,,~ L~ Weld "Joint ( typ. ) Bracket /'(t~p.) NOTES: 1. Provide 2" fall across horizontal run for draining. 2. Provide 2 pc's Grinnell galvanized clevis hangers with 3/4" threaded rod. See Dwg. S7 for insert location and details Drawing References · S7- A1 - Dome Floor Slab - Plan · 406- A2 - Overflow Riser/Access Tube - Floor Penetration · 409 - Riser Pipe - Bracket/Wear Sleeve Details · 410 - Piping/Mechanical Equipment - Legend Rev, Date COPPELL, TX - # 802 LANDMARK Fla. nge j//"Joint !2'-6" e CF_,' 18" Overflow Date 05 / 98 532.55 · · ~7 Top of Range Base Elbow OVERFLOW RISER ELEVATION Dwn. CADD 406 - A1 Chk. Overflow Floor Piece Weld Flange "-,, ( Note 1 ) ~\ "'- Floor Plate ~ .... ::'~,:i.'~'.~:''"' ... [ .............. Grout ------", ." " , Dome ._____.------ Slab ~ Access Tube -- Weld Flange ',. ( Note I ) -- - I 1/4" Floor Plate ------,,__ Grout Support Flange Detail B ~.- Overflow Access Tube r (~)- Floor Piece Detail 'A' ~,.,,- ---. Floor Plate--,, ,' .... ~. ......::__~_::~:__::-' Grout ~'~ Dome .] I Slab L Note 2--// (~- Horizontal Piece - =4"9" · ,/- Detail 'B' 'l - R =2'-0" NOTES: 1. Weld flange shipped loose for field weld 2. Provide 8 pc's. additional of #6 rebar around penetration. Drawing References · S15 - Access Tube · 410 - Piping/Mechanical Equipment - Legend Date COPPELL, TX - # 802 LANDMARK Date OVERFLOW RISER / ACCESS TUBE FLOOR PENETRATION 05 / 98 own. CADD Chk. 406 - A2 See Dwg. 405 / 406 - A1 ¢_- Riser ~.- Riser 4" ~_Wear Sleeve 1/16' x 6" wide sheet ' /--3" x 2" x 1/4" Angle /- 3/8" Plate / ., "~ ........ i .......... ~' --; ...... ~ ........ ~~:~F~ t I t I i / j j ~--/,.//' bolt ~ 1/2' x 3/~" expansion anchors '( 2 ~, per bracket ) Rev. NOTES: Material Specifications · Bracket - ASTM A36 or equal galvanized · Wear Sleeve - Type 304 stainless steel Installation · Locate brackets at risers wear sleeves · Install vertical leg of angles adjacent to dser pipe/overflow pipe Drawing References , 405- A1 - Inlet/Outlet Riser- Elevation · 406- A1 - Overflow Riser - Elevation · 420 -Pipe Brackets Date COPPELL, TX - # 802 LANDMARK Date Aaloc. RISER PIPE BRACKET/WEAR SLEEVE DETAIL 05 / 98 own. CADD 409 - A 23 - 2 Chk. Mechanical @ Grade Slab ~',1 2 3 4 5 1 2 4" M.J. / FIg. 1 a4"/12' .250" FIg. / FIg. 1 ]4-/12'.187"/.250' P.E./FIg. 1 18 ' .125" FIg. / FIg. 1 18' .125' FIg. / P.E. I Description R.C.C.P. Pipe Type 304 L S.S. 90° Elbow w/Tee Type 304 L S.S. Pipe w/Base Elbow, Reducer, Tee Type 304 L S.S. Pipe w/Base Elbow, Tee Type 304 L S.S. 90° Elbow I Manufacturer I Reference Landmark Dwg. 411 - A Landmark Dwg. 411 - A Landmark Dwg. 411 - B Landmark Dwg. 411 - B A 1 24" FIg./FIg. B I 12" FIg. / FIg. C I 12" Flg./ FIg. D I 24" E I 12" F I 20' Fig. / FIg. G I 18' FIg. / FI.q. H ~ 1 · Thrd. J 4 1 ' Thrd. K 2 2 · Thrd. Butterfly Valve ( 8" f/f ) Butterfly Valve w/Motor Operator (8' flf ) Gate Valve ( 14" f/f ) Restraint Flange Adaptor - 24,00" O.D. Restraint Flange Adaptor -12.75' O.D. (short body) Expansion Joint- Maxi 1015 Swing Check Valve w/Buna-N Flapper ( 36' f/f ) Hose Bib - Brass Coupling / Nipple / Corporation Stop - Brass Coupling / Nipple / Corporation Stop - Brass Smith Blair Dwg. 425 - A Smith Blair Dwg. 425 - A Gen. Rubber Dwg. 424 APCO - Model 118 Inlet I Outlet Riser , /~k'F1 1 2 0 ' .187 ' FIg. / Weld F2 1 20" .187" P.E./Weld F3 I 20' .187" P.E./P.E. D1 1 6" .134" Thrd. / P.E. D2 1 6 · .250" Weld D3 1 6 · .134" P.E. / FIg. D4 2 6 ' .134' P.E. / P-E. D5 2 6" .134" P.E./P.E. 5 Type 304 L S.S. Pipe x 30'- I 1/2' Type 304 L S.S. Pipe x 30'- 0' Type 304 L S.S. Pipe x 35'- 8 1/2" Type 304 L S.S. Silt Stop x 1'- 4 1/2" w/Handles Type 304 L S.S. Adjustable Angle Flange Type 304 L S.S. Pipe x 3'- 10 3/8" w/Cplg. Type 304 L S.S. 45° Elbow Type 304 L S.S. Pipe x 2'- 0" Pipe Bracket Assembly Landmark Dwg. 415 - A Landmark Dwg. 415 - A Landmark Dwg. 415-A/B Landmark Dwg. 415 - C Landmark Dwg. 415 - C Landmark Dwg. 415 - C Landmark Dwg. 415 - C Landmark Dw.q. 415 - C Landmark Dwg. 420 Overflow Riser O1 I 18" .125" FIg./Weld 02 I 18" .125" P.E~/Weld 03 1 18 ' .125' P.E. / FIg. 04 1 18 ' .125" FIg. / FIg. 05 I 18" .250" FIg. / Weld 5 Type 304 L S.S. Pipe x 30'- I 1/2' Type 304 L S.S. Pipe x 30'- O' Type 304 L S.S. Pipe x 30'- I 1/2' Type 304 L S.S. Pipe w/90° Elbows C.S. Pipe x 2'-9" Pipe Bracket Assembly Landmark Dwg. 416 - A Landmark Dw.q. 416 - A Landmark Dw.q. 416 - A Landmark Dwg. 416 - g Landmark Dwg. 416 - C2 Landmark Dwg. 420 Rev, Date COPPELL, TX - # 802 LANDMARK PIPING / MECHANICAL LEGEND Date 05 / 98 Own. CADD Chk. EQUIPMENT 410 - A Floor / Drain ~',,L 1 6" M 2 6" MJ / MJ N 1 6" PE/PE I Description Floor Drain DI - 90° Elbow PVC - Pipe x 15'- 0' ( cut to suit on site ) I Manufacturer I Reference Fasteners / Gaskets 55 24" 40 20" 80 18" 45 12" 5 24" 3 12" 3 24" 5 18" 4 12" 2 18" 3 - Bolt Sets - 11/4" x 5 1/2" 2 - Bolt Sets - I 1/8' x 3 1/2" 5 - Bolt Sets - I 1/8' x 4 3/4" 4 - Bolt Sets - 7/8" x 3 3/4" 1 - Restraint ROd Set - I 1/4" x 2' - 0" 1 - Restraint Rod Set - 7/8" x 1' - 10" Full Face Red Rubber Gasket Full Face Red Rubber Gasket Full Face Red Rubber Gasket Hanger Gdnell Expansion Joint Date COPPELL, TX - # 802 LANDMARK PIPING / MECHANICAL LEGEND Date 05 / 98 Dwn, CADD Chk. EQUIPMENT 410- B I,D. r ~ Joint Holes Bolts Geometric Data Size DIP S.S. ( I.D. }. No. Dia. Dia.., Len~Ith Len,qth A B C D E F :': ?~.,!~ .,,~- ~. '.~. ;:.' ~.:~, ,'~;~ ::. ~ .'~.'~ .:., :' '~ ~.:~ .,'.~";"" ': :'..i!!' "~-:~'. "";~ '!' ,i" · 'i ,.; .:,~i..', " I 20 20 I 1/4' 11/8" 3 ~4" 3 1~" ~8' ~4" 2 1~' 11/4' ~4" Movement Data ( Axial ) Corn- Force pression ( Ibs. 2' 2703 Elon- Force .qation ( Ibs. ) =, ~ ~-~ 7/8" 1530 fifw~ev- NOTES: 1o Expansion Joint is General Rubber Corporation Style 1015 E. Test pressure 150 psi (rain.). 2. Flange Drilling/OD is per ANSI B 16.1. 3. Provide washers under bolts at the retaining ring. Insert bolts from the expansion joint side. Material Specification; · Tube / Cover - Ethylene - Propylene Diene Monomer ( EPDM ). · Carcass - Polyester with steel reinforcing rings · Retaining Rings - ASTM A- 536 ductile iron - galvanized Date COPPELL, TX - # 802 LANDMARK Date AIIoc. RISER PIPE EXPANSION JOINT 05 / 98 own. CADD 8-1 Chk. 424