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WA9601-SP 981111LANDMARK STRUCTURES, INC. 1665 Harmon Road Fort Worth, Texas 76177 (817) 439-8888 Fax (817) 439-9001 TO: Shimek, Jacobs & Finklea 8333 Douglas Avenue, Suite 820 Dallas, Texas 75225 LETTER OF TRANSMITTAL Date o b. No. 11/11/98 9802 Attn: Mr. Gary C. Hendricks, P. E. Re: Wagon Wheel Ranch 2.0 MG Elevated Storage Tank Bid No. 0 0198-03 City of Co ell, Texas WE ARE SENDING YOU THE ATTACHED ITEMS: Copies Spec Section Submittal No. KEN IVIAK� WHHtu I IONS 1 TED :D� NO EADeSV"iM REJECTED ❑ REVIS E AN 6 Sc 8 6C Elevated Tan Design and Dr"*Wjj-ReSQbMkMI1TEM c ,�riname, V the dwsiFn nn�- -- ic e. v, the A?y in rl?nf and 0: slte Co. f n d os rnInner. P DALLAS, TEX S THESE ARE BEING TRANSMITTED: Date By Information for Record O&M Data x Information for Engineer's Approval x Return 2 Copies 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. EXCEPTIONS / REMARKS: • Please see attached letter with comments to original submittal review. w Signed ke Swinnea LANDMARK November 13, 1998 Shimek, Jacobs & Finklea 8333 Douglas Avenue Suite 820 Dallas, Texas 75225 Attn: Mr. Gary C. Hendricks, P.E. Re: Wagon Wheel Ranch 2.0 MG Elevated Storage Tank City of Coppell Dear Sir: 1665 Harmon Road Fort Worth, Texas U.S.A. 76177 Tel: (817) 439 -8888 Fax: (817) 439 -9001 The following is in response to your comments regarding the elevated tank drawing submittal. We have also made changes to drawings as required by Change Order No. 4. Dwg. S2 - This drawing is resubmitted without change. The upper landing and circular walkway are detailed on drawings 300 -A and 318 -A1. The ladder below the storage floor is for temporary access during construction and will be replaced by the spiral staircase required by the contract drawings. We will have a safety climb on the temporary ladder, but not a safety cage. DM. S6 -A1 - This drawing is resubmitted without change. The sleeves installed for the conduits in the wall are oversized to fit the conduit size that is called out on the drawing. (A 2" PVC sleeve is actually a piece of 3" PVC which will allow the 2" to pass through.) Dwg. S15 -B1 - We request that a change be allowed on this ladder. We propose to use a' /2" x 3" siderail in lieu of the specified 3" channel. This revision has been allowed by your office on recent projects. I have added drawings 306 -A and 306 -B to the resubmittal to detail the proposed deviation. DM. 300 -A - A note has been added to this drawing to denote the safety climb. Access to the storage floor will be by way of the spiral staircase. The details for the storage floor and spiral staircase will be submitted in the coming month. Dwg_ 301 -A i - Addendum 1 of the contract called for rungs with knurled surfaces. Also, it is our understanding that OSHA no longer allows smooth rung ladders. We request that the rebar, as detailed, be accepted. The drawing has been resubmitted without change. Dwg. 315 -A1 - The drawing and the landings have been revised to minimize the space at the wall due to the curvature of the concrete pedestal. Dwg. 322 -A - This drawing is resubmitted without change. The obstruction light will be clamped to the handrail as shown on Sheet 5 of the contract drawings. Mounting will be installed in the field, as required by the electrician. Dwg. 401, 402 -A. 402 -6. 402 -C, 402 -D, 410-A and 410 -13 - These drawings have been revised to reflect the changes outlined in Change Order No. 4. Yours very truly, LANDMARK STRUCTURES, INC. t Jo Swinnea ti Project Manager /bh Design Innovation • Construction Excellence WAGON WHEEL RANCH 2.0 MG ELEVATED STORAGE TANK PROJECT NO. WA-96 -01 SUBMITTAL NO. 6C SPEC SECTION SC -8 ELEVATED TANK DESIGN CALCS AND DRAWINGS TABLE OF CONTENTS DWG REV DESCRIPTION PAGES 1 THRU 16 DESIGN CALCS S1 TANK ELEVATION S2 TANK SECTION S3 -A1 DRILLED PIERS / PIER CAP - PLAN S3 -A2 DRILLED PIERS #4, 5, 6, 7, 8, 15, 16, 17, 18, 19 CONCRETE / REINFORCING STEEL DETAILS S3 -A3 DRILLED PIERS #1, 3, 9, 11, 12, 14, 20, 22 CONCRETE / REINFORCING STEEL DETAILS S3 -A4 DRILLED PIERS #2, 10, 13, 21 r--, CONCRETE / REINFORCING STEEL DETAILS S4 -A1 GRADE FLOOR - PLAN S4 -A2 PIER CAP / LOWER WALL SECTION / CONCRETE DETAILS S4 -A3 PIER CAP / LOWER WALL REINFORCING STEEL S4 -A4 PIER CAP REINFORCING STEEL DETAILS S4 -A5 PIER CAP @ OVERHEAD DOOR REINFORCING STEEL S6 -A1 SUPPORT WALL OPENING / SLEEVE LOCATIONS S6 -B SINGLE DOOR OPENING / REINFORCEMENT DETAILS S6 -D1 OVERHEAD DOOR OPENING / REINFORCEMENT DETAILS S6 -D2 OVERHEAD DOOR OPENING / SECTIONS S7 -A1 DOME FLOOR SLAB - PLAN S7 -A2 UPPER WALL I RING BEAM / DOME SLAB SECTION / CONCRETE DETAILS S7 -A3 UPPER WALL / RING BEAM / DOME SLAB REINFORCING STEEL S7 -13 DOME SLAB INSERT DETAILS S10 -B STEEL TANK ELEVATION / SECTION S11 STEEL TANK - ROOF PLAN S12 -A STEEL TANK ERECTION DETAILS S14 STEEL TANK RING BEAM CONNECTION S15 STEEL TANK ACCESS TUBE / TOP PLATFORM S15 -A1 ACCESS TUBE TOP PLATFORM PLAN / SECTION S15 -A2 ACCESS TUBE TOP PLATFORM DETAILS S15 -B1 ACCESS TUBE LAYOUT S15 -132 ACCESS TUBE DETAILS Dwg Rev Description S15 -C ACCESS TUBE FLOOR SLEEVE S20 -B BAR LIST S20 -C BAR LIST S20 -D BAR LIST S20 -E BAR LIST S21 DRAWDOWN CHART 300 -A A SUPPORT WALL LADDERS / LANDINGS GENERAL ARRANGEMENT 300 -B SUPPORT WALL LADDERS / LANDINGS CATWALK - PLAN 300 -C SUPPORT WALL LADDERS / LANDINGS CATWALK - SECTIONS 301 -A1 STEEL LADDER STANDARD DETAILS 301 -B1 STEEL LADDER SUPPORT/ CONNECTION DETAILS 301 -B2 STEEL LADDER SUPPORT/ CONNECTION DETAILS 306 -A FABRICATION / ACCESS TUBE EXTERIOR/ LOWER 306 -B FABRICATION / ACCESS TUBE EXTERIOR/ UPPER 311 -A STEEL LADDER CAGE STANDARD DETAILS 313 SAFETY CLIMB & HARNESS 315 -A1 A INTERMEDIATE LANDING PLAN 315 -A2 INTERMEDIATE LANDING ELEVATION / SECTIONS 316 -A CATWALK - TYPICAL SECTION / LAYOUT 318 -A1 TOP LANDING - PLAN 318 -A2 TOP LANDING - SECTIONS 319 -A LANDING AT PAINTERS LOUVER - LAYOUT 320 -A LANDING AT MANHOLE - LAYOUT 321 36" X 36° - ACCESS HATCH COVER ASSEMBLY / INSTALLATION 322 -A ROOF RAIL - ASSEMBLY 323 -A TANK ROOF VENT 324 -C PAINT RAIL ACCESS HATCH 325 -A1 25" TANK FLOOR MANHOLE ASSEMBLY 327 -A PAINT RAIL ACCESS LOUVRE 339 -A WIRELESS COMMUNICATION EQUIPMENT SUPPORT RINGS 340 -A BOLLARD / INTERIOR LOCATION AND DETAILS 340 -B BOLLARD / EXTERIOR LOCATION AND DETAILS 341 -A ANTENNA SYSTEM BELOW CONDUIT ENTRANCE 341 -B ANTENNA SYSTEM UPPER CABLE FEED -THRU PLATE 401 A MECHANICAL LAYOUT PLAN 402 -A A MECHANICAL LAYOUT SECTION A - A 402 -B A MECHANICAL LAYOUT SECTIONS B - B, 'E' & 'F' I 402 -C A MECHANICAL LAYOUT SECTION C - C 402 -D A MECHANICAL LAYOUT SECTIONS D - D &'G' Dwq Rev Description 403 405 -A1 405 -A2 406 -A1 406 -A2 409 -A 410 -A 410 -B 424 A A FLOOR DRAIN INLET/ OUTLET RISER ELEVATION 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 RISER PIPE EXPANSION JOINT COPPELL ELEVATED TANK 5/20/98 DESIGN DATA Volume 2,000,000 US Gals HWL (High Water Level) 672.50 ft LWL (Low Water Level) 632.50 ft Range 40.00 ft HWL to Overflow 0.00 ft. GL (Finished Grade Level) 524.00 ft Service Load Soil Bearing Capacity Pile Found. Underside of Pile Cap 520.00 ft Pile Cap Thickness 3.50 ft Snow Load 15 psf Wind 100 mph Earthquake Zone 0 Corrosion Allowance -Lower Cone No -Shell No - Roof No 2 pcTruck Door w /Conc Opening Width 12.00 ft �-- i pc Single Door w /Conc Opening Width 3.38 ft Storage Floor Yes PRINCIPAL DIMENSIONS Tank Diameter 97.41 ft Tank Radius 48.71 ft Shaft Diameter 54.00 ft Shaft Radius 27.00 ft Freeboard to HWL 1.00 ft Sideshell Height 26.22 ft Top Platform Radius 8.00 ft Access Tube Diameter 4.00 ft Tank Dome Slab Thickness 12.00 in Shaft Thickness 12.00 in GL to Top of Footing 0.50 ft Liner to LWL 5.00 ft Cone Radius @ LWL 33.91 ft ! Check Operating Head 40.00 ft i ................ : G v f IJ ' j . Page 1 t � -a'S • ..... .�• �� COPPELL ELEVATED TANK COMPUTED VOLUMES Cylinder less Access Tube. 187,640 ft ^3 Gross Lower Cone less Access Tube 95,513 ft ^ 3 Less Total Floor Dome -6,408 ft ^3 Net Lower Cone to Liner 89,105 ft^3 Lower Cone to LWL less Access Tube 79,982 ftA3 Less Floor Dome above LWL -257 ft ^3 Net Lower Cone to LWL 79,725 ft ^3 Useable Capacity 267,365 ft ^3 Useable Capacity 2,000,000 US Gals Total Capacity to Overflow 2,070,200 US Gals Total Head to Overflow 45.01 ft WEIGHTS .� Tank Roof 120 kips Shell stiffener 6 kips Wall Shell 118 kips Floor Cone 241 kips Floor Liner 26 kips Access Tube +Platform 15 kips Ring Beam (Steel) 13 kips Miscellaneous Iron 7 kips Concrete Dome Floor +Ring Beam 521 kips Floor Grout 31 kips Ring Beam Fill Concrete 52 kips Concrete Shaft to GL 2,657 kips Concrete Shaft below GL - Gross 13 kips - Net 4 kips Pile cap 312 kips Storage Floor on Shaft 138 kips DL to Top of Footing 3,951 kips Total Water Load 17,269 kips DL to Top of Footing + Water 21,220 kips Storage LL on Shaft 276 kips Snow Load 112 kips ,,,_,.DL +AII Loads to Top of Footing 21,607 kips Page 2 5/20/98 APSE, .;iq� r �. *..� ,. ...... ZA COPPELL ELEVATED TANK 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 ft PCs PCs ft ft ft ft ft ^2 ft ^2 ft^2 ft ft ft lb lb lb psf lb kip kip kip 5/20/98 ..:... .... . .. ....''. I L. . AL f Page 3 COPPELL ELEVATED TANK TANK ROOF DESIGN P2 of 2 Roof Segment Supported by Outboard Knife Bar Comprises Two Shapes. Width of Rectangle 3.26 ft Base of Triangle 1.52 ft Area of Rectangle 50.50 ft ^2 Area of Triangle 11.77 ft ^2 Moment of Knife Bar about CG Sector 34.33 k.ft Moment of Rectangle 12.35 k.ft Moment of Triangle 3.84 k.ft Moment / Roof Joist 218 k.in Yield Strength-Roof Plate 36 ksi Yield Strength -Joist 44 ksi Thickness of Roof Plate 0.2500 in Effective Width - (253 /vFy)'t +joist 11.04 in Effective Area 2.76 in ^2 Joist Size - Thick(1 /16ths) x Height(in) 8 x 10 Joist 1 41.67 in ^4 Joist Width 0.5000 in Joist Depth 10.00 in. Joist Area 5.00 in ^2 Total Area 7.76 in ^2 Total 88.40 in ^4 yt 3.43 in yb 6.82 in St 25.79 in ^3 Sb 12.96 in ^3 Plate Compressive Stress 8.44 ksi Joist Tensile Stress 16.81 ksi 1" wide Inner Knife Bar Depth - Required 1.77 in 1 "wide Outer Knife Bar Depth - Require 2.15 in V Wide Inner Knife Bar Depth -Use 2.00 in V Wide Outer Knife Bar Depth -Use 2.50 in Page 4 ....... ..... L. G. C L i 63$4 tt`,� •r� 5/20/98 COPPELL ELEVATED TANK 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 Checking at 3.00 ft. radius Weightfin. Thrustlin. 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.0.5/16 Tube 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 16.00 ft. 1.36 kip 64 PCs 87.11 kip 188.50 ft ^2 40 psf 7.54 kip 94.65 kip 1.0 in 10 5.9 in 10 80.93 kip 1.04 raids 0.36 k/in 0.70 Un 0.25 in 0.00385 6.71 ksi 1.68 kfi n 20.01 kip 1.33 in ^2 1.65 in. 45.01 ft. 38.79 ft. 24.00 in. 0.3125 in. 40.50 ft. Page 5 5/20/98 .*.... ... ..... . .. . .... . .:. t AZALY �. ............ .. 84 1 r^'•� •' 4. 1 \ \ hJn •- COPPELL ELEVATED TANK 5/20/98 TANK FLOOR CONE Tank Outer Radius 48.71 ft Shaft Radius 27.00 ft Shaft Thickness 12.00 in Springing Radius 28.75 ft Maximum Hoop Force/in. 10.05 kip/in Radius of Maximum Hoop Tension 36 ft Thickness for Hoop Tension 0.79 in Use Base Plate Thickness 1.00 in. INNER CONE PLATE Chosen Inner Cone Thickness 1.025 in Lower Transition Zone Radius (RL) 31.68 ft Height -Cone Top to O'flow 25.22 ft Vol /Radian -Cyl.- Outboard RL 17,254 ft ^3 Vol /Radian -Cone - Outboard RL 5,411 ft^3 Total Vol /Radian - Outboard RL 22,666 ft ^3 Weight/Radian @ RL (inc. Steel + LL) 1,488 kip Hoop stress @ RL 9.60 ksi Axial Forcelin. @ RL 5.54 kip/in Axial Stress 5.40 ksi Maximum Allowable Axial Stress 6.61 ksi OUTER CONE PLATE Chosen Break Radius 35.75 ft Chosen Outer Cone Thickness 0.7900 in Upper Transition Zone Radius (RU) 37.17 ft Vol /Radian -Cyl. - Outboard RU 12,491 ft ^3 Vol /Radian - Cone - Outboard RU 2,729 ft ^3 Total Vol /Radian - Outboard RU 15,220 ft ^3 = EoFrF Weight/Radian @ RU (inc. Steel +LL) 1,015 kip q Hoop stress @ RU 12.72 ksi + Axial Force/in. @ RU 3.22 kipin v t Axial Stress 4.07 ksi ; ........... . C .... A . 1..... Maximum Allowable Stress 4.25 ksi 1 t 0 ; - Page 6 COPPELL ELEVATED TANK 5/20/98 TANK WALL PLATE THICKNESSES Wall Radius 48.71 ft HWL to Top of Floor Cone 25.22 ft Hoop Tension per ft at Bottom 76.65 kips Plate Thickness at bottom 0.501 in Corrosion allowance 0.0000 in 1st Ring Height 8.92 ft Thickness 0.500 in Maximum Stress 12.78 ksi 2nd Ring Height 9.39 ft Thickness 0.324 in Maximum Stress 12.74 ksi 3rd Ring Height 7.92 ft Thickness 0.250 ksi Maximum Stress 7.00 ksi i #. L. C 00 g •. l Q� 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 WP #2 WP #2 to Liner Surface Radius of Liner Total Rise of Liner FLOOR DOME STRESS Mean Head Mean Pressure (including Slab Weight) Dome Compressive Force Thickness Stress Use #5 @ 12 in T & B over Dome Concrete Strength 54.00 ft 27.00 ft 30 deg 7.23 ft 1.42 ft 0.24 ft 54.66 ft 6.23 ft 41.82 ft 2,781 psf 75.10 k/ft 12.00 in 522 psi 4000 psi Page 8 5/20/98 COPPELL ELEVATED TANK CONCRETE RING BEAM Volume of Shell Inside Shaft 57,445 ft ^3 Volume of Shell Outside Shaft 130,196 ft ^3 Volume of Floor Cone Inside Shaft 38,754 ft ^3 Volume of Floor Cone Outside Shaft 50,352 ft ^3 Weight of Steel Outside Shaft 437 kip Weight of Dome Inside Shaft incl. Steel 479 kip Thrust balance - tank full: Outer Weight per ft. 68.99 k/ft Inner Weight per ft 38.21 k/ft Force In per ft 68.99 k/ft Force Out per ft 66.18 k/ft Nett Force Out per ft -2.81 k/ft Thrust balance - lower cone filled only: Outer Weight per ft. 21.10 k/ft Inner Weight per ft 17.08 k/ft Force In per ft 21.10 k/ft Force Out per ft 29.58 k/ft ,�-- Nett Force Out per ft 8.48 k/ft Horizontal reinforcement Governing Tension - Lower Cone Filled Only 228.93 kip Use - 10 - #10 in Ring Beam 12.70 in ^2 Use 4 - #10 ( +wwf) in Top Lift 5.08 in ^2 Effective Steel Plate 16.25 in ^2 Mean Hoop Tensile Stress in Total Steel 6.73 ksi Vertical reinforcement, top lift Interior Face Bar Size #8 Area /bar 0.79 in ^2 No. of Bars 176 Spacing of Bars 11.57 in 0.57 % Exterior Face Bar Size #7 Area /bar 0.60 in ^2 No. of Bars 176 Spacing of Bars 11.57 in 0.43 % WWF - Outer face only 4x4 / W5xW4 0.08 % Total reinforcement in Top Lift 1.08 % Concrete strength - Ring beam 4000 psi ,,.—. Concrete strength - Top lift 4000 psi Page 9 5/20/98 COPPELL ELEVATED TANK 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 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 AWWA 100 mph 15.00 psf 18.00 psf 237 ft ^2 15 psf 151 It 4 kip 538 k.ft 2,554 ft ^2 18 psf 136 ft 46 kip 6,271 k.ft 1,546 ft ^2 15 psf 115 ft 23 kip 2,666 k.ft 5,689 ft ^2 18 psf 52 It 102 kip 5,286 k.ft 175 kip 14,760 k.ft Page 10 5/20/98 ,. ` A j L. G. LY j .... •� 34 " N COPPELL ELEVATED TANK .— SHAFT DESIGN Design Criteria: 1. Design shaft for 1.4D+ 1.7(Water + L) 2. Design shaft for 0.75 {1.4D +1.7Water +1 .7(Wind 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 min. eccentricity of 4" for D +L 5. Assume a local bow of 0.5" 6. Assume Ic = 0 Interior WWF Reinforcement 4x4 -W5/W4 Exterior WWF Reinforcement 4x4 -W5/W4 Shaft Perimeter (Linear A) 169.65 ft Shaft Modulus (Linear S) . 2,290 ft ^2 Service Dead Load 3,951 kip Service Water Load 17,269 kip Service snow load +Storage LL 388 kip Out of Plumb Moment 7,073 k.ft. Service Wind Moment 14,760 k.ft. (1.4D +1.7(Water +Snow +LL)) /Linear A 210 klf 1.4 Out of Plumb /Linear S 4 klf Total 214 kif 0.75(1.40 +1.7(Water +LL)) 1Linear A 156 kif 0.75 {1.4 O.o.P +1.7Q }/Linear S 11 klf Total 168 klf Max down force /ft_ 214 kif Shaft Thickness 12 in. Nominal concrete strength 4,000 psi Allowable Shaft Capacity 295 klf Uplift 0.9(D +Water -OoP) - 1.3x1.1 Eq 0.9(D- O.o.P) -1.3W Nil klf 12 klf Maximum uplift No uplift at top of footing No added tension steel required - Maximum Eccentricity: For 0.90(0 +Water +OoP) - 1.3x1.1 Eq 1 % Shaft Rad For 0.90(0 - OoP) - 1.3W 21 %Shaft Rad Overturning does not govern foundation Page 12 5/20/98 ii®N .... ................ . R cam' ..,' COPPELL ELEVATED TANK 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 Carried by Reinforcement Computed Steel Area per ft % of Concrete Area Total Steel Area in Buttress Area Provided by WWF - 4x4/VV5 -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 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 Goveming steel area Area Provided by WWF - 4 x 4 / WS -W4 Area Provided by Bars Vertical Steel - Ea. Side of Door Ties Required (Alt. Bars) Tension Over Door Steel Area Required Horn Steel -Top of Door 12.00 ft 4.50 ft buttress 2.33 in. 214 klf 2,246 kip 4,000 psi 18.00 in 1,851 kip 395 kip 2.77 in^2/ft 1.28 % 12.46 in ^2 0.54 in ^2 11.92 in ^2 Use 10 #10 @ 12" #3 @ 18 " 367 kips 6.79 in ^2 6 #10 @ 5 " See pile cap design 1.69 ft effective 3.38 ft 723 kip 12 in. 463 kip 259 klf 8.19 in ^2 2.43 in ^2 8.19 in ^2 0.41 in A2 7.78 in ^2 8 #9 @ 7 " #3 @ 12 " 103 kip 1.91 in ^2 2 #9 @ 5 " 5/20/98 E F �\ i .... G. C / ..... :.. Page 13 COPPELL ELEVATED TANK 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 weight/ft Max. factored load on pile cap Shaft dia. Circumfrence No. of piers do piers Pier diameter Design span Shearspan 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 ft 25.25 ft 594 ft ^2 3.50 ft 27.04 ft 214 klf 312 kip 2.6 klf 216 klf 54.00 ft. 169.65 ft. 22 7.71 ft. 30 in. 5.71 ft. 4.00 ft. 7,060 k.in. 39 in. 3.94 in "2 Use 4 - #9 2.37 in ^2 Use 4 - #8 433 k. 4000 psi 176 k. 0.22 inA2in. Use 2 prs. #6 @ 8" 101 k. 0.27 inA2/iin. Use 4 - #7 @ 9" vert. 409 k. 685 k. 5/20/98 . 09 .r \1 ZA . ........ . .... l I - QQ i Page 14 5/20/98 COPPELL ELEVATED TANK PIER DESIGN Working stress design using UBC 1808.2 From p.12: Shaft Perimeter (Linear A) 170 ft Shaft Modulus (Linear S) 2,290 ft ^ 2 Service Dead Load 3,951 kip Service Water Load 17,269 kip Service snow load +Storage LL 388 kip Out of Plumb Moment 7,073 k.ft. Service Wind Moment 14,760 k.ft. D +Water +OoPlumb +storage 130 klf Governs 0.75(D= Water +OoP +Wind +Storage 103 klf Wt, of pile cap 312 k. Total design load 22,131 k. No. of piers 22 Service load /pier 1006 k. Concrete strength 4200 psi % rebar 0.51 Pier dia 30 in. 'Ac gross 707 in ^2 Capacity of concrete 975 k. As 3.6 in ^2 Use 6 - #7 Capacity of rebar 73 k. Total capacity 1,048 kJpier Uplift on pier 1500 psf for 12 ft. Total uplift/pier 141 k. DUpier 194 k. No uplift on pier El. U/S pier cap 520.00 ft. Top ad sandstone (approx) 473 ft. Side friction 4.00 ksf End bearing 13.00 ksf Capacity - end bearing 64 k. Capacity -side friction 31.42 klf Min. penetration into rock 31.99 ft. includes 2 R into rock not computed as load bearing Min length of pier 79 ft. To be verified on site Add 2 ft. to piers Door 1 and Door 3 and 4 R. to piers Door 2 to allow for closer spacing L. .A Y / .......... 84 5 1-5 , i Y `,tt� Page 15 5/20/98 COPPELL ELEVATED TANK PILE LAYOUT AT TRUCK DOOR Span at door 13.06 ft. 13.85 degrees offset from CL door 2nd span 6.25 ft. 13.26 degrees offset from Pier#1 3rd span 6.50 13.79 degrees offset from Pier#2 Typ span 7.71 ft. 16.36 degrees offset - typical If load in typ span 100 units /ft Typ FEM 496 unit.ft 3rd FEM 352 unit.ft 2nd FEM 326 unit.ft e.o. 2nd 2 pt. Loads 300 units each Location 1 0.60 from cl Pier#1 Location 2 2.85 from cl Pier#1 e.o FEM Pier #1 400 unit.ft e.o FEM Pier#2 227 unit.ft 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 f Distribution 12 8 24 -98 -31 -94 39 13 33 Cary -6 49 -12 -13 94 0 Distribution -13 -9 -27 11 4 11 -43 -14 -36 Cary 7 -6 14 14 -11 0 Distribution 1 1 3 -12 -4 -12 5 2 4 Total -95 -129 322 -361 -3 365 -418 -22 441 All moments less than typical FEM - Use typical rebar throughout Load on Pier#1 800 units 1044 k Load on Pier#2 803 units 1047 k Load on Pier #3 711 units 927 k Sum 2,313 units Available: 1048 k. Total 2,382 units Typical 771 units 1006 k ' p ` CNN E L. AZA � O Page 16 Oate COPPELL, TX - # 802 TANK ELEVATION --' LANDMARK °ate 05 / 98 I own- CADD ' S1 I 677.57 a - 4'- 0 7/8" 'v N N N o� 624.32 =. a� 0 u/s Pile Cap. 520.00 a c� 4 8'• 3 1 i 8 0"1 — i I it .I Access Tube ij i! F ill i I I Dome Floor I Floor h , F j9 614.50 27 0 F i F I I i= I i Roof �► S11 672.50 —r HWL of r --- Steel Tank ' 630.50 LWL S6 Ring Beam #.. . ..... CA 638 �• Wall t \ \ "`AL _ Storage Floor �S4-Al 524.50 524.00 Finish Grade Pier Cap � Drilled Pier Foundation NOTES : 1. Plan views correspond to sections indicated. Refer to sections for details & material specifications. a ! Date TANK SECTION COPPELL, TX - # 802 Date 05/98 O wn. CA 0 0 S2 LANDMARK I Chk. N 1 S3 - A3 S3 - A4 r� �I I I I I I I I � I I I I � I 24' Inlet/ Outlet y� ( Note 1 ) �,N- � v Outline of wall O "o G-' o 2 \0 $ m , 3 -Z- 21 _ \ 3 4-P ) S3 - A2 C-3 Ci Outline of Crane Pad -19 ' `t I R =2T- 0 " �\ ,� 1 I \ �, 18 30" O Drilled Piers V 13.82° 13.25° } �g �`•�`��\ \ \ %�. \ i ,,16, \ 5`i. Q, t- .. F ' Door * L NOTES 1. Concrete encase below Pier Cap. Refer to Owg. 402-5. 1 �' 2. Pier tollerance is 3" deviation in the horizontal plane from the design location. "' 3. Chord Spacing of Piers ( center to center) ® R = 2T - D' 13.85° - 6' - 6 1/8" f 1 O'•. 1325° - 6' - 2 3/4' 13.82° - 6' 6" ZS. 16.36° - 7' - 8 1/4' Drawing References • S3 - A2 - Drilled Piers #4, 5, 6, 7, 8, 15, 16, 17, 18, 19 Concrete / Reinforcing Steel Details • S3 -A3 - Oritled Piers #1, 3, 9, 11, 12, 14, 20, 22 Concrete / Reinforcing Steel Oetaiis • 93 - A4 - Drilled Piers #2, 10, 13, 21 Concrete / Reinforcing Steel Details ^401 - Mechanical Layout - Plan Y . ..j Date DRILLED PIERS/ PIER CAP COPPELL, TX - # 802 PLAN LA D M A R K Date 05 / 98 °"' CADD S3 - Al q Chk. 3'- 6' wide x 3'- 6 deep Pier Cap 523.50 , c 0 h c o m . � m 520.00 I n m U O H col C E 498.00 �— Bar P1002 m U O Q, C7 H _ - E 473.00 ± -• e • — $andstone ( Note 1 ) 0 N C-7 44.1.00 (Note 1 ) Pier Terminate date 1 ) �. I pace 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 ^I B —6 - P1002 0 60° 72 pc's. - P301 0 14' 2 additional pc's - P301 at splice location ( typ. ) — P1002 — P703 — 6 - P703 0 60° I P1002 0 60° �- P301 Pier Cap ( above) P703 0 60• C _.,. i i 6- P703 0 60° - E F T' s 3 5� .. " S ' Y . , 30' 0 Pier ° 6384 P301 DRILLED PIERS #4, 5, 6, 7, 8, 15, 16, 17, 18, 19 COPPELL, TX - # 802 CONCRETE/ REINFORCING STEEL DETAILS Date 05 / 98 0 '" "• CADO S3 - A2 LANDMARK 01k. i NOTES: 3' -6' wide x3'- 6'deep Pier Cap 523.50 0 c C') m 520.00 m U O � � c 1 498.00 Bar P1002 m V O d C13 N c E 473.00 } Sandstone ( Note 1 ) 'o 439.00 ( Note 1 ) Pier Terminate ( Note t ) I oats 1. If sandstone is encounted above or below El. 473.0O 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 �9 El. 473.00 ) 3. Pier out of plumb toilerance is 1.5 % of total length. Material Soecificatiorl ( Pier) • Concrete - 4200 psi ( 28 day compresive strength ) • Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars Z 6 - P1002 0 60° /— 74 pc's. - P301 0 14' 2 additional pc's - P301 - splice location ( ryp. ) P1002 P703 — 6 - P703 0 60° - C 6 - P703 0 60° 30' 0 Pier COPPELL, TX - # 802 LANDMARK f 'A'• 1 f I 002 0 60° 01 Pier Cap1 ( above ) Section B P703 0 60° I I P301 I Sect ion l� i DRILLED PIERS #1,3,9,11,12, CONCRETE/ REINFORCING STEEL DETAILS oats as/ 98 own. CADD S3 - A3 Chk 3' -6' wide xT -6 "deep Pier Cap 523.50 s— - c 0 N O m X m 520.00 m U O y Cn E 498.00 i Bar P1002 473.00 t Sandstone ( Note 1 ) O 437.00 ( Note 1 ) Pier Terminate — ,Note t ) Date m U_ O a C9 N G _ E 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 V-6" longer than theoretical length for potential pier extenticn ( based an tap of sandstone @ El. 473.00 ) 3. Pier out of plumb tcilerance is 1.5% of total length. Material Specification ( Pier) I e Concrete - 4200 psi (28 day compresive strength ) • Reinforcing Steel - ASTM A615 Gr. 60 - deformed bars - V B 6 - P1002 0 60° i— 75 pc's. - P301 0 14' 2 additional pc's - P301 at splice location ( typ. ) P1002 P703 6 - P703 0 60° —,► C I Pier Cap ( above ) _ 1 7 . 6 - P703 0 60° _-►: �� -�N Section C , • R L. i _..L _ 30" 0 Pier ! • P1002 0 60° P301 P703 @ 60° P301 DRILLED PIERS #2, 10, 13, 21 COPPELL, TX - # 802 CONCRETE/ REINFORCING STEEL DETAILS Dace 05 / 98 own- CADD LANDMARK Chk. ss - a4 1� etraad 0 cam` ---� Panel 'B' Conduits see Owg. S4 - A2 for details ) Bollard :. , 24" Waterrrtaln ty 12'x t2' Overhead -- Door Opening -� -- 20' Inlet / Outlet 18' Overflow ;' \ \• Removable Bollard 1 PVCr:. Sleeve \'\ f O �` i° - -��R• r. ( Spam ) \ 1 r� •� `'. \ l O J �. \ Floor Drain Outline of Crane Pad 7 4�� 2• Sleeve ( Spare } ' Access Ladder r \ Pier Ca \ ( below 3 - 6' 0 Antenna i I \—Walkway Conduits ® 12' i o . (2' wide) ( see Dwg. 341 -A i for details) / --------- - - - -_• - ---- - --- --------- -------- - -- -- ---- o ; _ 12' x 12' Overhead Door Opening Panel 'A' Conduits — Roadway; ( typ. ) ( see � details) - T x T Single Door Opening NOTES " '� 1. See Contract Drawings for additional details and site requirements. : •'.. % . .0 / l References • S4 - A2 - Pier Cap / Lower Wail - Section / Concrete Details A • S6 -A - Support Wait - Opening/Sleeve Locations ' is •' _ _ �C` i N�, J�( • 300 -Series - Bollards, Ladder, Landings and Appurtenances , ((( JJJ 400 - Series - Mechanical and Drainage Details ��— er. oats GRADE FLOOR COPRELL, TX - # 802 PLAN LANDMARK �� °5 / 98 0'- - CADD S4 -Al 12* For lift 14 + Pattern see Owg. S7 6 1 7. 18 Uft 13 Wall +1 -M J 1 7 Cr F� I g - 531.50 n f = I Q = 1 � � I 1/2' Expansion i Joint j 2' -0' I I I 523.50 i M Select Fill ( Note 1) 1 520.00 1 Note 2 - Pier Cap - Date NO 1. Select Fill to be compacted to 95% of standard Proctor maximum dry density at moisture content -- 3% of optimum. Material Sggcification - Concrete • Refer to concrete material mix designs. • 28 day compressive strength : Worldng 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 R.27' -o' q- Wall 1/2' Expansion Joint 1 1/2' PVC Electric Cond — ( see plan for iris ) `° 1 4 Sub - Base 1; Select Fill ( Note 1) r Grade Slab 524.50 ( Nominal ) a - Crane Foundation i S� TF �.. .... .... . .....: G. Y ...� Of ... .Or i ttFS ., l• tin - T `" T ' --- Umit of Excavation / I E' 2' Working Stab I R - 28'- 9' R = 26-7 COPPELL, TX - # 802 LANDMARK PIER CAP/ LOWER WALL SECTION / CONCRETE DETAILS Da 05 198 Own. CA00 Auom ct,k S4 - A2 1 + Pattern i i For lift 14 see Dwg. S7 Uft 13 4� ,+Ain. WWF spike T 2 layers x T - 8' high I I 4 x 4 J WS -W4 WWF lifts 1 to 14 I CL { i � { I ( I I I ` a o z: 5 x 7 - W501 ® 8' ( Lap - 3i') Note 3 NOTES : 1. Concrete Cover for Reinforcement Wall exterior - 1 - 1/2' to WWF Wall interior - 1' to WWF Pier Cap - 2' 2. Stagger splices on circumferential max. 50% at one location. 3. Tie W501 to int. face of ext. layer of WWF. Cut at openings. Material Specification - Reinforcing %e 4 • ASTM A615 Gr. 60 -deformed bars • ASTM Al 85 - welded wire fabric Drawing References • S4-A4 - Pier Cap - Reinforcing Steel Details • S20 - C / D - Reinforcing Steel Fabrication {�I I!I I i I fil a -! I hr I I I { G501 0 12• E.W. rl !V 523.54 T7 Per Cap Detail ( Dwg. S4 - A4) € li �/ i {I t , 520.00 1 1 `l l Oats PIER CAP/LOWER WALL COPPELL, TX - # 802 REINFORCING STEEL Oats LANDMARK 05 / 98 a""• CADO S4 - A3 Chk 213 - F601 ( tie to F606 & place additional 3 over each pier) replace w/ F903 & F1002 ® single door area and w/ F1002 @ truckdoor area c 2 x 8 - F910 ® 11 3/4' (tap W) 6 x� � 42' 1z m m T 2 x 8 - F808 0 11 3/4" ( lap 48*) 6x7 -F711 2 x 7 - F807 ® 11 3/4" — (lap 48*) '8 - F604 tote 2 ) 8 - F605 late 2 (do to ) Ngft , 1. Stagger adjacent splices on circumferential bars - Maximum 50% bars at any level staggered at one location. 2 See pier cap elevation ( Dwg. S4 - A5 ) Ear stirrups location and spacing. 178 - F606 ( tie to F604 } ( Note 2 ) 2 x 7 - F909 ® 11314' (lap 54') Date — PIER CAP COPPELL, TX - #802 REINFORCING STEEL DETAILS out* 05 / 98 1 0 '" ^- CADD LANDMARK k ch S4 A4 R - 2r -0' F601 ( tie to F606 ( typ. between piers; 3 - F601 ® 8112' ( typ. above piers except pier - 1, 11. 12. 22 3 14 ) F711 / F71 r F909 / F910 M 4/15 3/14 2/13 rk - Overhead Door 3'- 11314' 12' -0' Overhead Door 3'- 11 3/4' PilasterI t t Pilaster ' F1002 I F1002 — 1 ' 524.50 Door Sip ' a 623.50 t/o Her C ap 1/12 8 - F604 / F605 / F606 7 - F604 / F805 / F606 6 - F604 / F605 / F606 f! 8 718" a 8' ® 9" Pier Cap Sgrtion Overhead Door ties spacing same both sides of overhead doors ( typical 2 locations). NOTES: Dawing References • S3-A1 - Drilled Piers / Pier Cap - Plan • S4-A4 - Pier Cap - Reinforcing Steel Details • SB - D1 - Overhead Door - Opening / Reinforcement Details • S20 - WC/D - Reinforcing Steel Fabrication F807 / F808 1 22/11 15 - F804 / F605 / F606 0 9' Rev. Date PIER CAP ® OVERHEAD DOOR COPPELL� TX - # 802 REINFORCING STEEL_ L A N D M A R K Date 05 / 98 Dw CTR sa - A5 2 - 2' PVC Sleeve ! ( Main Disconnect Panel) ! �\ G Elevation - 528.00 / 1r x 1z Truck Door Opening ( 4'- 8' above Vo Pier Cap) / ! �( Boxout t/o Pier Cap ) 2' PVC Sleeve ( Spare) J 3' x T Singgie Door Opening Elevation - 524.75 ( Boxout t!o Pier Cap) — F T (1'-3 ove t/o Pier Cap) " ` s i .... . ..... .. NOTES: 384 Drawing References tt4le SE - B - Single Door - Opening/ Reinforcement Details .. • S6-01 - Overhead Door - Opening/ Reinforcement Details Oats SUPPORT WALL COPPELL, TX - # 802 OPENING / SLEEVE LOCATIONS LANDMARK A`t�: �' 98 COhk. CADD S6 - Al �a 1 1/2" Sleeve r RTU Antenna Elevatro 4.CQ } l 9 y �m 12'x 12' Truck 20'- 6' above t/o Pier Cap } Door O enin BOxout tto Pier Cap) 1'- 5 3/4' x 2'- 1 3/4' Antenna Cable Feed - Thru Opening b/o Boxout Elevation - 617.00 ' 93 - 6' above t/o Pier Cap ) typ. 4 location a 9o.00- ) 20' Overflow Sleeve q Elevation - 527.50 1' PVC Sleeve (4'-0' above t/o Pler Cap) ( Spare) (Z Elevation - 524.75 � -,Zs (r1'- 3' above ` tlo Pler Cap) i 54.00 r- o' x z- Cr Painters Access Louvre S a ( Boxout to Last Litt ) ) t/o 2 - 2' PVC Sleeve ( Spare ) " ------- i s Elevation 2 4 . J / ! 45.0 - ( 3' 5 Vo Pler Cap ) i 2 - 2' PVC Sleeve ! ( Main Disconnect Panel) ! �\ G Elevation - 528.00 / 1r x 1z Truck Door Opening ( 4'- 8' above Vo Pier Cap) / ! �( Boxout t/o Pier Cap ) 2' PVC Sleeve ( Spare) J 3' x T Singgie Door Opening Elevation - 524.75 ( Boxout t!o Pier Cap) — F T (1'-3 ove t/o Pier Cap) " ` s i .... . ..... .. NOTES: 384 Drawing References tt4le SE - B - Single Door - Opening/ Reinforcement Details .. • S6-01 - Overhead Door - Opening/ Reinforcement Details Oats SUPPORT WALL COPPELL, TX - # 802 OPENING / SLEEVE LOCATIONS LANDMARK A`t�: �' 98 COhk. CADD S6 - Al I WWF ( trim around door opening ) i 11 - 0406 @ 1 2" ( 2'- 0" projection into Buttress ) 0903 2 x 11 - 0302 ® 12'—x/ I \ �� 3 x 11 - 0301 0 12' 3'- 4 1/2" 12 - 01004 0 10 8 0905 ® T , Opening Width' Nate 3 538.64 n Lift #2 2 - 0903 0 6' 531.50 � N Lift x 1 531.71 Opening m m I Head F c 12 - 01004 0 10" Cki o c Cn T [� 8- 0905 0 T n � r T n l G I C7 Z0 N Door Silt i 524.50 o :- -t/o Pier Cap —2— 523.50 I f n� m tz . F- / — I ' Z: pt F 95`I F601 ® 8" J Note 4 le J 8 - F903 a T 6 - F1002 0 10" / # �.... .....-... G. L Q: e i NOTES: I o 63 4 1 0. R , 1. Door size: 3' - 0' wide x T - 0" high. i �g S 2. Refer to Owg. S4 - A2 for concrete cover, material specifications and drawing references. ANN 3. Provide 3/4' chamfer on all edges of opening. 4. Cut dowels to suit at door opening. Date SINGLE DOOR I COPPELL, TX - # 802 OPENING/ REINFORCEMENT DETAILS Date 05 / 98 own- CAD D S6 - B LANDMARK I Chk. D307 — D1009 / D1009 Stap Interior WWF Stop Exterior WWF 0 Door Opening 545.78 Lift #3 - .j 20 --------------- - 6 01008 0 5" 0 538.64 CL Lift #2 Z 531.50 Litt *1 CL a 2 x 12 - 01009 Z x 12 - 01009 a a 518� t(o Pier Cap 523.50 536.50 Opening Head Door SW 524.50 ---------------------- 7 -------------------- CL ( 0 CL cl Cq X C4 L F601 a a L2 X 12 - F1002 Note 4 @ 8 518 100 NOTES: . ..... . .... ...... .. .... L. AZA 1. Door size 12' - 0" wide x 12' - 0" high - typical 2 locations. .... ....... ... 2. Refer to Dwg. S6 - 02 for section details. t 638 - A2 for concrete cover, material specification and drawing references. fjq� - :, k ), 3. Refer to Dwg. S4 k 4. Cut dowels to suit at door opening. 'A L Iliti� Data COPPELL,TX - #802 OVERHEAD D0�0 OPENING/ REINFORCEMENT DETAILS LANDMARK oats 05 / 98 own- CAOO S6-01 l Chk. Iliti� 54: Lift F 543 Top of B )1009 5: Opening '�_l �e 538. _Q Lift 531.: Lift 1 410 307 1009 Doo 52 t10 Pier Cap — 523.50 v F601 ow ��r . .d`t'1 I I 0, * ..... L. Ca .../ . of t \ FS \\fit t/o Pler C• 523.50 y_ NOTES : 1. Refer to Dwg. SS - D1 for section locations. Refer to Owg. S4 - A2 for concrete cover, material specification and drawing references. Date OVERHEAD DOOR COPPELL, TX - # 802 OPENING / SECTIONS L A N D M A R K Date 05198 c `'"� CADO S6 - D2 1002 o� 5' Drain R = 25'- 10 3/4 `. \ \\ 20' Inlet/ Outlet �� (R = 22'- 5-1/4') r \ ' 1 \ 48' Access Tube \ 1 A ccess Opening 18' Overflow Landing S7-A2 I "i Tap Landing \ ' t ' \ Catwalk r 7 0.58° \ r Floor Manhole 20'-9-3/4') \ �� Landing \ ' GL; — - Lift Slat ' ` ( Mp• of 44 ) 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 37-B for landing inserts location and details. Shoo Drawing References • S7-A2/A3 - Upper Wall/Ring Beam/Dome Slab- Section /Concrete Details • S7-13 - Dame Slab - Insert Details 1 • 325 - Al - 25" Floor Manhole "" """' ""' • 327 - A - Paint Rail Access Louvre � LY � ...... •• ........i • 405 - A2 - Inlet / Outlet Riser - Floor Penetration / Drain Details f 384 i • 408 - A2 - Over Riser /Access Tube -Floor Penetration f �p'o�;RF �S R Dace DOME FLOO I COPPELL, TX - # 802 PLAN LANDMARK Daloc 05 / 9a D h - CADD S 7 - Al Lift 3|ot 4 1/2" ` . r'818 Lift Slot Plan - _ - � Seat Frame ! --�—' ---_~--_� Z- 3' 1 6*1 6" � � � co � � _ � � 7% 11 1/2* Ring Beam Detail Tangent Point 7 ,632 4T Ring Beam Oetail—, Lift 14 _ - �coems � /�pu" / N<IIE5: ' Opening | ^' � | i | Material S"perncation - r"""ra°=/c,~.. =-.~� 1. Refer to Materials - Concrete Mix Designs to- - 2. 28-day compressive strength ° Support VVaU- (4QOO psi ) ° Dome Slab - (4000 psi) 3. Seat Frame ' 1/4rx11/2~x1 1/2" ASTM A35 angle - galvanized finish (embed in concrete) orawing References ° S7-A3 - Upper Wall/ Ring Beacn/ Oome Slab ' Reinforcing Steel 61718 Lift 13 H" R=2r' � UPPER WALL/RING BEAM/DOME SLAB COPPELL,TX - #802 SECTION/ CONCRETE DETAILS I q S7 - A2 176 - S608 @ 11 - 3/4" wire to U701 I 44 - S605 >V r 7 1* I' ` r 3" 4 t, " 2 x 2 - S606- 2 x 2 S607 10x7 - S1004 (tap - 48 Notes 3 / 4 U802 cut to suit an site U701 Ring Beam Reinforcing Detail 5501 0 12' E.W. Top & Bottom Ian x 20" Ring Beam Detail _ Wall NOTES: 1, Place WWF ( 4 x 4 / W5 x W4) in last lift outer face only - not shown on drawing for clarity. 2. Concrete Cover for Reinforcement: Wall exterior - 1 - 1/2" to WWF Wall interior - 1" to WWF Dome Slab - 1" to deformed bars 3. Stagger splices on circumferential max. 50% atone 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 fabric RE Oats I COPPELL, TX - # 802 LANDMARK i I �i 2 -U1003 ( Note 5 ) i 4 x 7- U1004 0 11 318" i (lap - 48 ") Notes 3 / 4 , i Note 1 j { i i 176 - U802 0 11 - 318" r 176 - U701 ® 11 - 3/4" UPPER WALL / RING BEAM / DOME SLAB REINFORCING STEEL Oate 05/98 Own- CADD S7 _ A3 Chk 3' 9" 4' -5 M" I C Tank I f I I I +Li- - - Ii+- •- •- •- • -•-+f+ -F —�- ° N I I I I I CN c I I I I I N I I I I I -FFI- 4 (`7p•� Z-0 I 6 -5' g•_5• I 6 -3 518' ! T-4 318 R = 26'- Plan - Hanger Insert Location 314' Richmond EC - 2FW Inserts #5 x V- 0' Reinforcing Steel u/s structural concrete stab - Landing Insert - Installation Detail It OF / ..... : • / N OTES: Y . .... 1. Install Richmond anchors according to installation detail. f . p . 2 ' 2. Locate landing inserts according to plan above. Additional inserts as specified below: - each side of riser pipe, T in from wall t Cr - overflow pipe hangers (2) - - pulley ( 1 ) as required for construction: - center support ( 8 ) - ladder ( 1 ) - tower removal ( 2 ) - form removal ( 1 ) - for welders at landing ( 2 } R Cate DOME SLAB COPPELL, TX - #802 INSERT DETAILS Cate 05 / 98 1 0--- CADD S7 - B LANDMARK Altac. I Chk. S1i V Roof Plate .25" (32 PC's) Shell .25" (8 PC's) Shell .32" (8 pc's ) Shell .50" (8 PC's) Outer Cone Plate . ( 26 pc's ) Inner Cone Plate 1.03' ( 11 PC's) Ring Beam Owg. S14 - Tank Rcof Handrail - 8 0' 8 1/2' Top Platform NOT Mf Elevations • #1 - 624.32 • #4 - 647.28 • #2 - 627.32 • #7 - 673.51 • #3 - 634.32 • #8 - 677.57 Drawinus References • S11 - Steel Tank - Roof Plan • S12 - Steel Tank - Erection Details • S14 - Steel Tank - Ring Beam Connection • S15 - Steel Tank - Access Tube/Top Platform Re' Oate COPPELL, TX - # 802 LANDMARK 677.57 I _ 4' -0 /78' tnP 7 N Access Tube N m m W 4 -. R= 35_ -9J N .25 Floor Plate VP3 i v 624.32 31 . 2T- 0' II ! I - Wall J E O F TE 4y,1 � I .� L. G- ... ; r ......... .. 19'• 82 t p• -,R STEEL TANK ELEVATION / SECTION Oate 05/98 O'"" CADO S1 0-6 Chk. 0 taust Drawing References • S1 S - Steel Tank - Access Tube/Top Platform • 321 - 36'x36* Access Hatch Cover - Assembly / Installation • 322 - Roof Rail - Assembly • 323 - Tank Roof Vent • 324 - Paint Rail Access Owe COPPELL, TX - # 802 LANDMARK STEEL TANK - ROOF PLAN pate 05 / 98 own. CADD Sit Chk. 2•,m R = 48'-8 1 i 1/2" x 8' - Root Landing Plate 3/16' I t Trim overhanging sea Bearing Bar bearing bars and grind NP 7 P.P. T/2 ' I 3/18' 3/8' Gusset Plate 0 3' - 6' ctc IL Stiffening Bar 1/4' Material - 44W ( 64 pc. equally spaced) _R= 47'- 8 -3/8' Detail at 1 A 7 1710 Plate under 3/8' Plate u T - ire" t 318' Plate and over 45• r T - 1/8' 3/8' Plate and over 45• ,i f under 3/8' Plate I are' Plate and over 45• V; — �'� VIP 4 Detail at 'A Detail at VAP 3 3/16' 1 • t Seal Roof Plate - Radial Joint T - 1/w 4 f=loor Cone Plate - Radial Joint j 2 R = 28' -9' I I 3/16' T - 1 /8' I 45• Cone Thrust NOTES -- Plate 1.00 1. All butt joint welds are full penetration requiring backgcuge unless otherwise shown 2- Align plates along material Snecli1cation ( unless otherwise noted) • Plates - ASTM A36 or equal • Structural Shapes - ASTM A36 R 28'- 9 -7/8' Detail at VP 2 oete STEEL TANK COPPELL, TX - #802 ERECTION DETAILS bete 05 / 98 0 ''" CAD D S12 - A LANDMARK I Chk Floor Liner Plate .25' Grout 22 x 4 - R502 ( Lap - 27") 44 - R301 ( Between Hoist Plates) 1/2' Hoist Plate ( 44 pc's ) Forming Plate ( galvanized) — "�j I .. 3/4" 1 1/4' x 3' Shim Plate ( 44 pc's ) 1 8- 7 - 7/8' I I I R = 27' 0' I R = 28'-9-7/8 - Radius - Interior face of ring beam skirt VP 2 i r ... "..% ......... ...... .:. L. G / CA /t o 38 2 =' t c am; � Construction Seczusnce �� • Concrete support wall / ring beam / dome slab per Owg. S7 • Steel tank at grade including cone / thrust plate, ring beam plate, painters rail and hoist plate • Raise tank to final position and install forming plate and shim plate Install reinforcing steel and place ring beam key concrete ( shaded area } • Grout void between linear plate and concrete ring beam/dome Material Sneclflcatlon • Ring Beam Concrete - 4200 psi 28 day compressive strength • Grout - flowable sand / cement mix - no strength requirement • Reinforcing Steel - ASTM A615 Gr. 60 • Steel Plate /Structural Shapes - ASTM A36 or equal � I oats I STEEL TANK COPPELL, TX - #802 RING BEAM CONNECTION LANDMARK Cate 05/ Own- cAao S14 Chk. Handrail - 7' -d.. r 4 , - 8 ,. Tank Roof vent • I o; i r 672.50 375' Weir c c�• Ln z 18" Overflow i Site closure pipe ship loose ,f I Acces ( Dwg. s Tube i15 -S1 ) 48' dia. x 516" wall riser pipe Floor Sleeve ( Dwg. S15 - C ) I - 632.42 Roar Soffit NOT S: Material SQ_ecification 1. Riser Pipe ASTM - A139 Gr. 8 2. Other Components - ASTM A36 or equal. Drawing References :S15- S15 - Al - Top Platform - Plan / Section - Access Tube - Plan/Section , • - T 5-C - Access Tube Floor Sleeve P., I Dare COPPELL, TX - # 802 LANDMARK �- Access .Tube �, -Hatch Cover (b /p.) I I I —,677.57 i I I i1 Top Platform ( Dwg. S15-Al ) -� -36' GJ C.S. Pipe = t OF .f / */ j . .. / L ... Y ....'.. % t .............. + � •. +o• / 42 STEEL TANK ACCESS TUBE/TOP PLATFORM Date 05/98 Dwn. CADD S j 5 1 Crik d 3- 0" 3' typ. ,6'; CL A _ f Vent Mount - _:'r' - -- - - - - - - - - - - - - - - - - - - - -- Access Hatch Hin 9 es - _ 1 (C1p•) Nipple: 3 pc. - 4' through side of hatch mount angle ® go* I Couplings \2 pc. - 1' through top w/ plug i Plan 4'-3 A - I I - - - -- - -- 'A' i I ` Note 1 ----------- ------ _ Couplings : 2 pcs. - 1 112' through top w/ plug. _ Grab Bar r Detail 'C' - • Detail Detail 'B' • 1 5116 Plate I n ` _Tap Cone -- - -- -- - - -�- / ----- 0 Vent Sleeve) Support Cone 5/16' Plate Access Tube Sleeve _/ I \— tail Tank Access Sleeve 48' 0.0. x 5/16" wall Pipe i 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 surface and coat in shop per contract specification requirements. Drawing References • S15-A2 - Access Tube Top Platform / Details A,� Date I ACCESS TUBE TOP PLATFORM COPPELL, TX - # 802 I PLAN / SECTION Date 05 / gg Dwn. CADD Sly - Al LANDMARK I {c,k. r •' Sts � 1 �. ...., C t a •.9 638 �. tc 1 r Detail 'C' - • Detail Detail 'B' • 1 5116 Plate I n ` _Tap Cone -- - -- -- - - -�- / ----- 0 Vent Sleeve) Support Cone 5/16' Plate Access Tube Sleeve _/ I \— tail Tank Access Sleeve 48' 0.0. x 5/16" wall Pipe i 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 surface and coat in shop per contract specification requirements. Drawing References • S15-A2 - Access Tube Top Platform / Details A,� Date I ACCESS TUBE TOP PLATFORM COPPELL, TX - # 802 I PLAN / SECTION Date 05 / gg Dwn. CADD Sly - Al LANDMARK I {c,k. 'N. P. R 1 - 3/4" I I ,. Typ,' 1/4' L Gusset 3/8" Plate 18 PCs. 0 2' - 9" do M k. 8 _W I R = 7" 10 /i 2" I Painters Rail T P . S4 X 7.79 Mk. 6 —� Detail 'B' Hatch Mount Angle 1 /4" Plate _ x 6' - 10" height Mk. 10 Gras Ear Jc' O Ea—= Mk. 9 4' Nipple Seal (typ.)/ Access Tube Sleeve 48' O.D. x 5/16' wall Pipe-- Mk. 3 Detail 'C' Hatch Mount Angle 1/4' Plate x 4" - 8' height Mk. 11 —, Seal Tank Access Sleeve 36' 0 x 1/4" wall Pipe Mk. 4 3'- 3 5/8" sqr. c/o Vent Mount 1/4' Flatbar x 4" - 8' height. - Mk. 12 Seal ( typ•) i - Access Tube Sleeve 48' O.O. x 5116' wall Pipe --,, Mk- 3 3/16* o---�— Seal Compression Ring / 5/8" Flatbar ( Note 1 ) M k. 7 Tank Access Sleeve — 36" 0 x 1/4" wall Pipe Mk- 4 Vent Sleeve 30' 0 x 1/4" wall Pipe Mk. 5 Section 'D' P TE F , i f� Detail 'E' L. G. C A / � 84 :..� NOTES : 1. Locate mid height of compression ring at intersection of support cone and pipe. Material Specification ( unless otherwise noted ) • Pipe - ASTM A53 Type E or S, Grade B or ASTM A139, Grade 8 • Plate ASTM A36 or equal. 5/16• Seal (typ. ) Re I Date T ESS UBE TOP PLATFORM ACC COPPELL, TX - # 802 DETAILS LANDMARK Date 05 , 98 I c�k- CAD S , 5 - A 2 Detail '8' Plan � Cable Hanger b'- 0" Detail 'C' Steel ladder ( Dwg. 301 ) Steel Ladder ( Dwg. 301 ) Steel Cage ( Dwg. 311 ) Weir Cone I I I r I I 1/4' Plate\ .- - - "- -� I i i i i I 4 n � I I I I i N i i i f j I i I I I Overflow I I i m 18' Pipe o ti I I a I Steel ladder ( Dwg. 301 ) Steel Ladder ( Dwg. 301 ) Steel Cage ( Dwg. 311 ) � 9 i L. G. CA y 9' 638 2 Access Tube Site Ctasure Pipe - 48" O.O. 5 116" Wall 4 i NOTES : Section 1. Finish - prepare surface and coat in shop per contract specification requirements. Drawing References • S1 S - 62 - Access Tube - Details qev Date ACCESS TUBE COPPELL, TX - # 802 LAYO " CADD Chk. LANDMARK Oate 05/98 S15 -B1 I I I r I I I i i i i I 4 � I I I I � 9 i L. G. CA y 9' 638 2 Access Tube Site Ctasure Pipe - 48" O.O. 5 116" Wall 4 i NOTES : Section 1. Finish - prepare surface and coat in shop per contract specification requirements. Drawing References • S1 S - 62 - Access Tube - Details qev Date ACCESS TUBE COPPELL, TX - # 802 LAYO " CADD Chk. LANDMARK Oate 05/98 S15 -B1 Access Tube — 46" 0,0. 5/16" wall Pipe M k. 1 I 'Aleir Cone I 1 /4" Plate r . Mk.2 i / • I I � / 1 Anti - Vortex Plate Mk- 6 1/4" Plate Mk. 3 Detail 'B' Overflow Support Bracket 1/4' x 6" Flatbar Mk. 5 \ / �', 3118 ryP ladder Support —1 -- Bracket 1/2" x X Flatbar Mk. 7 c c Overflow 18" Pipe Mk. 4 I � I I I I I I I I Detail 'C' Detail 'A' c i 01 i G. / .... L. ...... t Q= 6384 f i 9 0'•.f? f '• ! TE `� l5•�YC iu NOT Material Specifications • Pipe - ASTM A53 Type E or S, Grade B or ASTM Al 39 Grade B • Plate - ASTM A36 or equal. flee I oats ACCESS TUBE COPPELL, TX - 802 DETAILS oats 05 / 98 0 "" CADD LANDMARK Chk. ZLadder Support Fl bP•' 3lt 6' Bracket 3/8' x 21/ 2' atbar Load Spreader 1/2" x 3" Flatbar M k. 8 S15 -B2 - INA. C. Mk. 8 WA, — '1 Detail 'A' Mk. NOTES: Components • Mk. A 1 pc. 48" diameter x 5/16" wall x 2'- 9" long pipe - ASTM A139 Gr. B. • Mk. B - i pc. 1/6" x 3/4" flatbar x 12'- 6" long. Mk. C - 1 pc. 3/16" x 1 1/12" flatbar x 12'- 6" long. Roll easy way to T- 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 1 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. Oate COPPELL, TX - # 802 ACCESS TUBE FLOOR SLEEVE C A N D M A R K Aoc. 2 6 -i3 Chk caoo s� 5 c 2 kM Mal NS / LBS - 18.76 2,00 WEI 37,522 4,435 14,200 18,887 mu GRADE - 60 KSI FOR DETAILS OF TYPES SEE TYPICAL BE NDS - A -801 BAR L - IMPERI A B C ~� D �G N TOTAL 1.50 job COPPELL, TX - # 802 REINFORCING STEEL FABRICATION ---------------------------------- Date 05 -98 Dwn. Rev DWG # S20 - B Alloc. Chk. Im P - 1 / 4 LENGTH M AR . K ' ,� SIZE MAT'L TYPE PIERS P301 1 51 b 3 7.78 T3 P1002 132 10 25.00 STA P703 264 7 35.00 STR kM Mal NS / LBS - 18.76 2,00 WEI 37,522 4,435 14,200 18,887 mu GRADE - 60 KSI FOR DETAILS OF TYPES SEE TYPICAL BE NDS - A -801 BAR L - IMPERI A B C ~� D �G N TOTAL 1.50 job COPPELL, TX - # 802 REINFORCING STEEL FABRICATION ---------------------------------- Date 05 -98 Dwn. Rev DWG # S20 - B Alloc. Chk. Im P - 1 / 4 MARK I B StZE LENGTH M AT' L BAR L - IMPERIAL yy� TYPE A e C PIER CAP D E 7G H K /H2 O R TOTAL ONS !LBS - 10.86 21 721 F601 F1002 F903 F604 F605 F606 213 54 8 178 178 178 6 10 9 6 6 6 6.83 8.01 7.65 13.52 9.38 5.17 17 17 17 S3 S3 S3 0.42 0.42 3.17 3.17 1.00 1.50 1 .50 1.50 3.17 1.10 3.17 5.33 6.51 6.15 3.17 3.17 1.00 3.17 1.10 2,185 1 861 0.42 0.42 208 3,615 2,508 1 382 1,065 1 1,357 1 3.80 3.20 3.80 3.20 3.55 2.98 27.10 25.99 27.10 25.99 26.23 25.11 26.04 27.96 26.04 27.96 26.03 27.97 F807 F808 F909 14 16 14 8 8 9 28.50 27.03 28.50 9 9 9 28.50 27.03 28.50 F910 F71 1 F712 16 42 48 9 27.03 7 27.49 7 26.04 9 9 9 27.03 27.49 26.04 2,360 2 555 WALL W501 DOORS 3 5 5 27.28 9 27.28 TOTAL 3.33 ONS / LBS - 26.1 6 0.50 27.33 996 996 6301 33 3 1.59 17 0.42 0.75 TOTAL ONS !LBS - 3.70 0.42 7'401 D302 D903 01 Q 0 4 22 2 1 3 9 10 3.82 9.38 11.21 T1 9 STR 0,42 0.74 9.38 0.75 0.74 0.75" 0.42 0.40 9.33 27.29 20 32 64 579 D905 8 9 11.21 SYR D406 11 4 10.00 STR 305 D307 01008 01009 104 12 96 3 10 10 7.70 24.00 11.17 T1 9 STR 0.42 1.17 L4 2.26 1.17 2.26 73 0.42 - X30 2.60 23.23 27.29 1,239 D410 52 4 5.00 STR 4,614 174 w o f r• N GRADE - 60 KSI job 5 COPPELL, TX - # 80 NFORCING STEEL FABRICATION - -------- - - - - -- - - - - - -- - - - - -- - - -- - - FOR DETAILS OF TYPES Date 05 -98 Dwn. Rev SEE TYPICAL BENDS - A- 801 ------------------------------ ---- ---------- -- -- Imp DWG # S20 -C P - 2 / 4 Allot. Chk LENGTH BAR Li - IMPERIAL MARK B++ SIZE MAT'L TYPE A B C D G H K /H2 O R UPPER WAL NlE}Gt. TOTAL (TONS /LBS - 5.92 11 U701 176 7 10.06 16 7.14 2 .92 .17 2.92 U802 176 8 9.97 STR 3,619 U1003 2 10 8.50 9 8.50 4 685 33 8.46 27.00 73 U1004 28 10 28.66 9 28.66 3.55 26.93 27.29 3,453 FLOOR SLAB S501 362 5 30.00 STR CUT TO FIT ON SITE TOTAL TON5 /LBS - 11.9 4 2 3 8 8 3 S502 176 5 5.75 17 1.00 4.75 11,327 S503 176 5 4.68 T 6 2.66 1,056 2.02 1.29 859 S1004 70 10 28.66 9 28.66 3.68 27.36 27.29 8,633 S605 44 6 3,08 9 3.08 .04 3.08 27 .96 2p4 S606 4 6 10.07 10 1.50 7.07 1.50 S607 4 6 11.64 10 1.50 8.64 1.50 4.50 2.9 61 S608 176 6 6.33 16 3.42 2.92 2.92 0.17 5.50 2.75 70 1,673 RING BEAM R301 TOTAL 44 3 36.65 SPIRAL 10 " DIAMETER 3 PITCH ONS/ LBS - 0.80 1,606 R502 88 5 10.89 9 10.89 14 TURNS 606 52 10.82 28.17 1 SLAB ON GRADE TOTAL TONS /LBS - 2.53 G501 162 5 30.00 STR. CUT TO FIT ON SITE 5 5 069 WELDED WIRE FABRIC- 1 000 200 PC'S 7' - 8" x 25' - 4" 4 4 / W5 W4 WWF , I °' , of job GRADE - 60 KSI COPPELL, TX - # 802 REINFORCING STEEL FABRICATION ------------------------------------------------ EEETYPICAL Date 05 -98 Dw�, R AILS OF TYPES BENDS - A -801 -------------------------------------- ___ - - - - -- DWG # S20-D Alloc. Chk. Im P - 3 / 4 MARK LENGTH BAR L - IMPERIAL L . SIZE MAT'L TYPE A B C D E MECHANIC G H K /H2 0 R M501 12 5 21 .93 1 7 9.38 3.17 TOTAL TONS BS - 0.61 M502 42 5 10.40 17 3.00 7.40 9.38 M503 14 5 7.00 19 2.00 5100 M504 19 5 10.00 STR 1.86 0.33 M505 22 5 2.50 STR M506 16 5 8.33 17 2.50 5.83 MISCELLANEOUS Z401 40 4 20.00 STR. TOTAL (TONS/ LBS - 0.58 2502 3 0 5 20.00 STR. law. TOTAL WEIGHT - TONS 1 LBS job 36.45 GRADE - 60 KSI COPPELL, TX - # 802 REINFORCING STEEL FABRICATION ------------------------------------------------ FOR DETAILS OF TYPES Date 05 -98 Dwn. Rev SEE TYPICAL BENDS-A-801 ------------------------------------------------ A!loc. WE 1 ,226 274 456 102 198 57 139 1,160 534 626 72,895 DWG # S20 -E P - 4 / 4 1 � � Paint Rail Access louvre Antenna Cable Feed Thru Plate Top Landing 624.32 ( typical of 4 ) see Dwg. 318 ( Vo wall) L3 An Support @ elev. 619.50 •e 39 /— See Dwg_3 -------------------- - - - - -- -- ---- - - - - -- rn ( and ng j a 614.50 f catwalk top landing) jL2C Landing at Access Louvre Catwalk elev.814.50 see Dwg. 319 see Dwg. 300 - B for plan 0 v N 590 .50 Intermediate landing 2B 524.50 ( slab on grade } Single Door Note: Safety Climb is to be provided on all ladders. Date SUPPORT WALL LADDERS/ LANDINGS COPPELL, TX - # 802 GENERAL ARRANGEMENT LANDMARK Date 05 / 98 Dwn- CADD 300 - A 0 N La °f see Dwg. 30i L2A 565.50 Intermediate Landin ( typ. of 2� ( Intermediate landing } see Dwg. 315 Ladder Cage ( tYp I o see Dwg. 311 JL to N -Truck Door Safety Climb A } 3 l see Dwg 3 540.50 ( storage floor) Temporary Ladder o f see Dwg. 301 so L.1 524.50 ( slab on grade } Single Door Note: Safety Climb is to be provided on all ladders. Date SUPPORT WALL LADDERS/ LANDINGS COPPELL, TX - # 802 GENERAL ARRANGEMENT LANDMARK Date 05 / 98 Dwn- CADD 300 - A i \2 "'° 00o Antenna Cable Feed Thru Plate 0 � \ ° (typ. of 4 �D 90° ) see Dwg. 341 - B for details �m \ Catwalk typical section see Dwg. 316 for details _ \ " 2'- 0'x3' -0' Landing at Painters Top Landing \ �� ' Access Louvre Access Louvre see Dwg. 318 ` see Dwg. 319 A for details ` for details �B i� f % 81.00° \\ � A f \ � Landing at Manhole \ i x �� see Dwg. 320 \ \ S° for details \ \ 1 cid gj_za 1. Handrail not shown for clarity. Cate SUPPORT WALL LADDERS/ LANDINGS COPPELL, TX - # 802 CATWALK -PLAN LANDMARK AClloc. 05/98 chic. CADD 300-6 La `T 316 for detail Section B - B SUPPORT WALL LADDERS/ LANDINGS CATWALK - SECTIONS LANDMARK I Date 05, 98 I Dwn. CADD j Soo - c Chk. COPPELL, TX - # SOZ A 2" — Splice detail 1/2' 0 Bolt Drill x 9118' _ Siderail 3/8' x 2" flatbar - - Note 2 N 1 Splice Plate 3/8' x 1 1/2' Father 3/ t'- 4" 3/8' II — Rung detail Run —Note 1 13 I I `— W 1 90 1e formed bar Drlil x 7 /8' MOTES 1. Refer to Dwg. 301 - B1 /B2 for support bracket / connection details. 2. Provide 9/18" 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 912eQificatign • Siderails / Splice Plate - ASTM A36 or equal • Rungs - ASTM A706 Gr. 60 ( low alloy reinforcing steel) • Fasteners - ASTM A307-galvanized Finis ( unless otherwise noted) • Zinc Coating - ( Hot Dip Galvanize) per ASTM Al23 Data STEEL LADDER COPPELL, TX - # 802 STANDARD DETAILS LANDMARK °°" 05 / s8 °`'''" C ADD cnk 301 - Al A — 1/2" x 3 3/4" Expansion Anchor i 3/8' x 2 1/2" flatbar Bracket Ladder Siderail — —1/2" x 1 1/2" Bolt section 'A' Ladder Connection - Concrete Wall --�' B Ladder Siderail Section 't3' Ladder Connection - Access Tube 318' x 2 1/2' flatbar Bracket 1/2" x 1 1/2" Bolt 1/2" x 1 1/2' bolt ( typ. } Ladder Siderail 1/4" 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 I ( zinc plated } Finish ( unless otherwise noted ) • Zinc Coating - ( Hot Dip Galvanize) per ASTM Al23 Oate COPPELL, TX - #802 STEEL LADDER SUPPORT/ CONNECTION DETAILS Date o5/98 own. CADD LANDMARK I cnk. 301 -s1 2' x 2" x 1/4" Angle Bracket ( vertical leg coped) te o c�� o i � Ladder Siderail — Manhole Sleeve Section 'D' xpansion Anchor (2 per bracket) Ladder Connection - Tank Floor Manhole 2" x 2" x 1/4" Angle ;1 Ladder Siderail -J 14 E 3116' 3/8" x 2' flatbar Bracket 1/2' x 1 1/2" bolt Top Landing Hangers Section 'E' Ladder Connection - Top Landing Hangers NOTES: 1. Drill 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 It, Type 4, Class I ( zinc plated ) Finish ( unless otherwise noted ) I Zinc Coating - ( Hot Dip Galvanize) per ASTM Al23 lev. I Date COP Chk. PELL, TX - # 802 STEEL LADDER SUPPORT/ CONNECTION DETAILS LAN D M A R K pate Q5 se CADD 301 - B2 Chk. V-4' � - -- Splice Detail i I A - 3" 1 112" i Drill x 9/16" i I i � \ 3116' Splice Plate 3/8" x 1 1 /2" flatbar o, N I N U 0 v� c LZ o'. N Siderail 1/2' x 3' flatbar D 0 Z c 0 U O 0 N O Drill x 1 " Rung Detail Pc's Required - 1 NOTES: tg Detail 1. Provide holes / slots according to symbols ( each siderail ) I C - 9/16" diameter hole for brackets - 9/16" diameter hole for cages - 9/16" x 1 1/2" slot for brackets - 9/16" diameter hole for safety lanyard Material Specification • Siderails /Splice Plates - ASTM A36 or equal • Rungs - ASTM A706 Gr. 60 ( low alloy reinforcing steel) Finish • Feld coating in accordance w/ contract specification E70xx I Rev. Date COPPELL, TX - # 802 STEEL LADDER FABRICATION ACCESS TUBE EXTERIOR-LOWER Date 05 / 98 Dwn. CADD LANDMARK Alloc, 24 - 1 chk. 306 - A Section 'A' Splice Detail 1/2' V-4' 1/2', II II Y 0 O N N CD c cr v N in Date O 1 O Siderail 1/2• x 3• flatbar ab z O y O ro 0 6 C0 m O 2 1/2• 1' -4" 1/2 II t /8• t • 1/8 \ E70xx - r \ l — Drill x 1' _ 7/8' 0 deformed bar x 1'- 4 3/4• Rung Detail Pc's Required - 1 NOTE Lung Detail 1. Provide holes / slots according to symbols ( each siderail ) © - 9/16" diameter hole for brackets C - 9/16" diameter hole for cages S - 9/16" x 1 1/2" slot for brackets L - 9/16" diameter hole for safety lanyard Material Specification • Siderails / Splice Plates - ASTM A36 or equal • Rungs - ASTM A706 Gr. 60 ( low alloy reinforcing steel) Finish • Field coating in accordance w/ contract specification STEEL LADDER FABRICATION COPPELL, TX - # 802 ACCESS TUBE EXTERIOR - UPPER LANDMARK Date 05 / 98 own. CADD 306 - B Alloc 24 - 1 1 Chk. 2'- 4" (dia.) ai .c 3 CC13 ❑. C S C1 O a L I � I is L � CO - Typ. 1I8' Hoops 114' x 2' flatbar i Section 'A' r - see Dwg. 301 -Note 2 - 1/2" x 2' Bolt _ Slats 1/4* x 2" flatbar 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 - (Hat Dip Galvanize) per ASTM Al23 Dace STEEL LADDER CAGE COPPELL, TX - # 802 STANDARD DETAILS Date 05 / gg 1 Dwn. CADD LANDMARK Altoc. 24- ch k. 311 - A 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 bearing wall surface for the brake pawl has as a secondary safety feature, protruding stcps die formed at 12" increments.This feature is valuable under wet or possible oily conditions while engaging the trolley brake pawl on the bearing surface. 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 clamping the rail to the supporting structure and interconnecting the rail sections with splice channels. The slot arrangement allows the clamps to be located to suit the attachement spacing without special drilling at in -field alteratons. All rail sections –with the exception of the bottom and top rails –may be reversed or interchanged, since protrusion stops are identical in both directions. The bottom rail is and 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 lengths may be supplied to suit specific requirements without losing the effectiveness of the system. Rail sections may be pulled in or out several degrees by hand during installation if a slight change of directon occurs in the supporting ladder. Ladders on curved structures, either concave or convex, can be fitted with TS rail pre - formed to a specific radius at the factory ( optional ). TS rail may be extended above the top of the support ladder or structure by 3 to 4 feet to permit the limber total safety in landing himself on a platform or other structure before disengaging from the rail. SPECIFICATIONS TS RAIL Aluminum alloy 6063 - T6 Extrusion 2 - 3/16' wide by 1 - 7/16' deep Tensile strength 30,000 PSI Standard length 20 feet Protrusion die formed stops : 3/8" x 1' x 3132' every 12 inches Continuous C shaped slot at back of rail confines hex head bolts for attachment of rail to rung. LICE CHANNEL ,�uminum alloy : 6063-T-9 Extrusion : 1 - 13/32" wide x 15116" deep x 8" long Tensile strength : 21,000 PSI MOUNTING BRACKETS Ole formed of C - 1020 HRS. Tensile strength : Approximately 65,000 PSI. Hot dipped galvanized to ASTM - A - 153 CAP SCREWS 318" — 16 x 1" grade 5 hex head ca p screw. Lock washer and hex head nut. Hot dipped galvanized to ASTM - A - 153. Weight : Rail and attaching parts, approximately 1,15 pounds per foot. TS Trolley is die extruded of high strength aluminum alloy. Precision machined in Ii to provide center slot and pin hole for brake pawl and wheel wells for the Delrin wheels. The wheels provide quiet, frictonles operation on the rail, climbing or descending. Chrome plated steel brake pawl is confined to the center slot with a press fitted stainless steel pin. The double stainless steel spring construction provides immediate braking of the trolley brake pawl if the limber relaxes or slips during ascent or descent. The climber is Connected from the brake pawl to the trolley with a A rre 5� co -- special hot dip galvanized screw pin shackle and a forged snap hook -- with a quick action thumb release. The snap hook of the trolley connects Aluminum direcdy to the center front 0 - ring of the climbers' belt. 2T Aluminum Item The trolley weight is negli and causes no restriction of maneuverability. If the climber wishes to disengage himself from the trolley at any location Trolley an the rail, the trolley will remain in position through the normal spring -brake action of the brake pawl. If the climber is leaning back slightly to Safety Belt release the brake during the climbing operation, there is no need to Ladder Ups adjust or move the trolley with the hands. Aluminum SPECIFICATIONS TS TROLLEY Trolley body : Aluminum alloy 6063 - T6 extrusion accurately machined in special jigs. Tensile strength : 30,OCO PSI LOCKING PAWL C - 1020 HRS plate with tensile strength of approximately 65,000 PSI. finished with nickel chrome plating. Secure to trolley body by 318" diameter type 304 stainless steel pin. Tensile strength : 90,OCO PSI. PAWL SPRINGS Dual springs formed from 060' x 1/2' flat stainless steel spring stock secured to trolley body with 1/4 20 stainless steel machine screws. TROLLEY WHEELS 4 Delrin wheels of 5/16" x .75" diameter. Wheels secured to the trolley body with 114" diameter heat treated hclokrome shoulder screws. Nickel chrome plated. SHACKLE AND SNAP HOOK A 5116" drop forged screw pin shackle with a proof load test of 3300 pounds is used to attach drop forged snap hook to the trolley pawl. Shackle is hot dipped galvanized. 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 especially for use with TS equipment The bett meets all requirements codes and is equipped with two side D - rings for attachments of lanyards or safety straps. This is primarily a dimbees belt and does not encompass tool holders or other accessory devices. SPECIFICATIONS TS SAFETY BELT Belt body pad of X width latex impregnated nylon webbing. Body belt of 1-3/4" width nylon webbing using drop forged frame and tongue type buckle. Buckle holes reinforced with grommets. Copper rivets ... nylon washers under rivet heads. FRONT DEE RING Steel des ring with proof load test of 5000 pounds for attachment to snap hook. SIDE DEE RINGS Two drop forged circle des rings with proof load test of 5000 pounds positioned an each side of belt for attachment of safety straps or lanyards. Safety belt weight : approximately 2-1/2 pounds. 0 + • Location LF. Material • Shaft Lower - 43' Aluminum • Shaft Middle 2T Aluminum • Shaft Upper - 26' Aluminum • Top Landing to Manhole - 9' Aluminum • Acc. Tube Int. - 62' Aluminum • Acc. Tube Ext. - 42' Aluminum No. 4 4 - 1 Any number of climbers may use one TS installation at the same time if each limber is equipped with a TS trolley and belt. Date COPPELL, TX - # 802 SAFETY CLIMB & HARNESS LANDMARK I oats 10 05 10 I Chk . CTR ! j 0 - 10 Chk � 313 Allan. ! 0 R = 26' - 6' N v� Hinge see Dwg. 315 - A2 for Detail 2'- 10 1/2' 1 2'- 10 1/2' 5 Landing Frame L 6' x 3 1/2' x 5116" Perimeter Support C4 x 5.4# Intermediate Support Plan Assemblies Required - 2 Pc's ( 1 as shown, 1 opposite hand) NOTES: Material Specification • Frame/ Brace - ASTM A36 or equal • Handrail - ASTM A53, Type S, Grade B, Sch. 80 • Grating - 1" x 1/8" bearing bar (9 1 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 Al23 / A385 Drawing References • 315 - A2 - Intermediate Landing Sections/ Details Oats COPPELL, TX - # 802 INTERMEDIATE LANDING A to -qZ PLAN LANDMARK °,�� 05 / 98 cnk • CADD 315 _ Al 24 -4 ! -� A r 1 i Grating _ -1 / I I I Brace ( pc's ) L 3 "x3 "x1 /4' 2'- 10 1/2' 1 2'- 10 1/2' 5 Landing Frame L 6' x 3 1/2' x 5116" Perimeter Support C4 x 5.4# Intermediate Support Plan Assemblies Required - 2 Pc's ( 1 as shown, 1 opposite hand) NOTES: Material Specification • Frame/ Brace - ASTM A36 or equal • Handrail - ASTM A53, Type S, Grade B, Sch. 80 • Grating - 1" x 1/8" bearing bar (9 1 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 Al23 / A385 Drawing References • 315 - A2 - Intermediate Landing Sections/ Details Oats COPPELL, TX - # 802 INTERMEDIATE LANDING A to -qZ PLAN LANDMARK °,�� 05 / 98 cnk • CADD 315 _ Al 24 -4 1/2' 0 x 4 1/2' Expansion Anchor ( 2 pc's ) 1/2" Scr Perimeter Support L 6" x 3 1/2" x 5/16" 1/4" Flatbar Section 'C' Handrail Post 1l4' / 1' ` 14' \ typ. <a M 1/2" x 1 1/2" Bolt ( 2 pc's ) typ \ 3116' Grating Co Perimeter Support L 6' x 3 1/2' x 5/16' Section 'A' Intermediate r Support C4 x 5.4# 1/2' 0 x 41/2' Expansion Anchor ( 2 pc's ) v ry'p' i3l16' Section 'B' 1 1/2" 1 4' I I I I Hinged_ Grating typ• Date INTERMEDIATE LANDING COPPELL, TX - #802 ELEVATION, SECTIONS LANDMARK Date 05/98 low n. CADD Alloc. Chk. 315 - A2 24 -4 Side Elevation Fixed f \ Grating t 3116' 112" 0 x 4 1/2" Expansion Plan _ Anchor ( 2 pc's ) 3/16' typ. Hinges - 3/8" S.S. Pipe Sch. 40 c/w Hinge Pin - 7/16 0 s.s. rod secured both sides Brace ' ^ by 3/16" x 3/4" Ig. cotterpins ( typ. 2 locations -see Dwg. 315 Al ) 3 1/2 Section Section 'D' Hinges Detail Date INTERMEDIATE LANDING COPPELL, TX - #802 ELEVATION, SECTIONS LANDMARK Date 05/98 low n. CADD Alloc. Chk. 315 - A2 24 -4 Side Elevation I Grating clips -@ 4 locations 1/4' x 1" Ratbar - typical bracket 1/4'x6' Flatbar - end bracket w w C4 N P_ Ian ( handrail not shown for clarity ) i 1/2" Round Bar x 4" Ig. T L 2 1/2" x 2 112" x 1/4" 1 112" 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. Material - ASTM A36 or equal 2. Finish - hot dipped galvanize 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated 5. Anchors - 1 /2" 0 ASTM A307 plated wedge anchors, min. embedment 4 ". 6. Grating - 1" x 1 18" bearing bar ® 1 - 3/16" o/c Date COPPELL, TX - # 802 LANDMARK 3116' 1 1/2' Pipe Sch.40 3/8' U - Solt �( typ• ) ----------------------------- 1/2' Wedge Anchor ( h+p• ) --------------------------------------- 1/4" x 2 1/2' Flatbar c/w 1 1/2' O.D. Round Bars Grind �^ Smooth i C4'x5.4#� Sit -5T 1/2' Pl. C3'x4.10 1/2" Wedge Anchors _ (typ•) 5/16' PI. 1 3Jt6' 1 Section 'C' CATWALK - TYPICAL SECTION - LAYOUT Date 05/98 Dwn• CADD 316 -A Chk. Catwalk bracket ( typ. ) see Dwg.316 for details YP• 1" 4" r~ B 1/4" x 6" - Flatbar --- 1 ( tYP) -, 28'- 6" cros locations 6" 1 8'- 4 - 3/8" 5/8 1/2" �.- _.- 3 1/2' x 6" x 3/8" L - 3 1/2" x 6" x 3/8" L ( typ. both sides) 1 Grails 4" x 3" x 1/4" L f T _ I (tYP 1 .9 ( below j 2" x 2" x 1 /4" L - A (tYP. of 2) —,- 7.., •-,-T- _ - 4" x 3" x 1/4" L e 3 8'- 2" has r 3 z locations 44 8'- 05!8" r 1 25'- 4 - 5/8" NOTES j'LAN 1. Material - ASTM A36 or equal 2. Finish - hot dipped galvanize R = 26'- 6" 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated (5/8" 0 unless noted otherwise) 5. Anchors - 1/2" 0 ASTM A307 plated wedge anchors min. embedment 4 ". 6. Grating - 1" x 1/8" bearing bar ® 1 - 3/16" o /c. 7. Anchor each grating at 4 locations. Ray. Date COPPELL, TX - # 802 TOP LANDING - PLAN LANDMARK Data 05 i 98 Cnk. CADD 318 - Al 24 -3 114' x 2 1/2` Flatbar ( end bay only) 2 1/2' x 2 1/2' x 1/4' L 1 1/2' Pipe sch.40 6' x 3 1/2' x 3/8' SECTION `B' NOTES: / 3181 I 1. Material - ASTM A36 or equal 2. Finish - hot dipped galvanize 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated ( 5/8" 0 unless noted otherwise 5. Anchors - 1/2' 0 ASTM A307 plated wedge anchors, min. embedment 4 ". 6. Grating - 1" x 1/8" bearing bar ® 1 - 3/16" o/c Rev. I Date COPPELL, TX - # 802 LANDMARK ( typ. of 3 ) TOP LANDING - SECTIONS Date 05 / 98 Dwn. CADD Anoc• 24 - 3 cnk. 318 -A2 4'- 7" C4 m 1/2'x5/16' Angle ( note: vertical leg up) t t. 1 Grating �o ( _ ( -:: f J ': , 1, I 4'- 0 1/2` 'C' 6' x 3 1/2' x 5/16" Angle x 3` x 1/4` Angle ( note: vertical leg up) Plan 1 1/2` Sch.40 pipe railing 1 1 6' x 3 1/2' x 5116' Angle ( note: vertical leg down ) 1/4' x 1" Ratbar Grating clips ® 4 locations - -/ Grind smooth c� t/o Grating l T ---- - - - - -- �I --------------- - - - - -� ------- - -• - -- ------ - - - - -- --- - - - - -- - - -- T YR �a - 5/6' 0 Bolts x 1 1/2" Ig. ( ryp• ) 1/4' PI. NOTES: Tx Tx 1/4' Angle 1. Material - ASTM A36 or equal 1 2. Finish -hot dipped galvanize 1 3. Electrodes - E70xx Typ. N/' �, 4. Fasteners - ASTM A307 plated S. Anchors - 1/2" B ASTM A307 plated Section 'C' 1/4` pl. wedge anchors, min. embedment 4 ". 1/2" wedge Anchors 6. Grating - 1" x 1/8" bearing bar @ 1 - 3/16" o/c ( typ - ) Fy-- Oate LANDING AT PAINTERS LOUVER COPPELL, TX - # 802 - LAYOUT L A N D M A R K Oate °s / 88 Own. CADD 319 - A Chk. 3/4" Richmond EC - 2FW Inserts ( typ. ) 3/4" Soits to Dome ( typ. ) 6" x 4" x 3/8" Angle ( typ. of 4 ) 318" zinc plated U -bolt ( typ. for handrail ) 1 1/2" sch. 40 Pipe ( typ. of 3 ) NOTES: 1. Material - ASTM A36 or equal 2. Finish - hot dipped galvanize 3. Electrodes - E70xx 4. Fasteners - ASTM A307 plated 5/8" 0 ( unless otherwise noted) 5. Anchors - 1/2" 0 ASTM A307 plated wedge anchors, min. embedment 4 ". 6. Grating - 1 " x 1 /8" bearing bar @ 1 - 3/16" o/c 6' x 3 1/2" x 5/16' Angle ( vertical leg turned up typical three sides) O' ,o —1 /2" Wedge Anchors 7 — r — I I I I I I 1 1 I I I I I I I I I I 1 1 I I� I I T I I I f I I I I I I I Iii 1 1II I III 1 111 I III I I11 I I I I I I I I I III I III 11 n I III 1 111 I III 1 111 I ul I III I I I I I III I III I III I III I ul I I I I 1 111 1 111 I III I I n I I I I I I I I 1 111 I III -- -L{ I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 i I I I I I I I I I I I I 1 1 I I 11 rn I I^ 1, I I I I I I 1 1 I I I I I I I I I I I I I I I I I I 11 I I 1 1 I I I I I I I I I I I I I I I I 'I I - -1 -- I I r 1 I I I I� I I r. I I I I I I I I I I ----- I I I I I I I I I I - ---- m ,Z Section 'A' m Grind 3(16-/ {Smooth ( typ. ' V-4" Grating clips @ 4 locations 6" x 3 1/2" x 5/16" Angle ( vertical leg tumed down) 1/4" x 1" Flatbar 3" x 3" x 1/4" Angle ( typ- ) 3'- 6" Plan (1 Date COPPELL, TX - # 802 LANDMARK a� 1 1/2" Sch.40 Pipe ( typ. of 2 ) LANDING AT MANHOLE - LAYOUT Date 05 / 98 1 Own. CADD 320 - A chk. 40' -sq. 36" sq. m U CM C L m i- = -- -- --- - -- -- = t in name angle )-- •------- - - - -__ Ptan Open position Stainless Steel Hinge ��_ Neoprene Gasket �- Frame Angle I ., 1/2' x 1" aluminum flatbar x 4" Gasket Detail A - Hinge Detail Exterior Hasp O Interior Hasp �� I 1 Hold Open/ Handle 3/16" Tread Plate Detail 8 3/8' 0 s.s. bolt (typ•) Detail A— 3" x 2" x 1/4" Frame Angle C D Mounting Angle 1 /8" Red Rubber ( Note 1) Gasket S ection Latch / Handle Cotter 1/2' 0 hale 1 2 locations ea. side) NOTES: 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 COPPELL, TX - # 802 36" x 36" - ACCESS HATCH COVER ASSEMBLY / INSTALLATION LANDMARK Date 05 / 98 0- CADD 321 Chk. q 4!- 0' L NP r Plan 3' Pipe sch. 40 3' Pipe sch. 40 3' Pipe sch. 40 Mk. #7b Mk. #1 7 Mk. #5 ( tYP• of 2 ) 3' Pipe sch. 40 Mk. #2 (typ. of 18) 1/4' x 3 1/2" Patbar T Pipe sch. 40 J —3' Pipe sch. 40 Mk. #8 Mk. #3 3' Pipe sch. 40 Mk #& ( typ. of 19) ( typ, of 2) Mk. #4 (tyP• of 2 ) (typ. of 2) NOTES: Front Elevation 1. Material - ASTM A36 or equal 2. Finish - field coating in accordance w/ contract specification section SC.63 E 3. Electrodes - E70xx Antenna Bracket Gusset ( typ. of 2 ) 1/2' Plate Mk. #1a 'o 3" Pipe sch. 40 c4 Mk. #7a ( typ. of 19 ) Date COPPELL, TX - # 802 ROOF RAIL - ASSEMBLY Oate 05 / 98 0 "• CADD LANDMARK 322 -A 24 - 5 Chk. B ( Shroud Diameter) Arnrn niitc fnr Shroud CD U = t 0 Curb 2 " Quantity Size 8" Model GRS-& Dimensions (inches) A B C D E 825 17.50 725 225 19.00 tD GRS -10 t025 '20.50` 825 3.00 19.00 12 GRS -12 1225 24.75 .'.9.U: 3.25 22.00 T4 GRS-14 T4.3 2 1S.00 10.75 3.75 - 24.00 16 GRS '16" 16.31 28.63 10.75 3.75 26.00:, 18 GRS -18 18.31 32.00 t1.00 4`00 '< 30.00' 20 GRS - 2G.. 20.31 35.00 1 T.25 425 30.00 24 GRS - 24 !' 24.38 38.75 11.75 4.75 34,00 1 30 GRS - 30 30.50 48.00 1 18.85 5.44 40.00 NOTES: 1. Manufacturer - Greenheck Fan Corporation , Schofield , WI 2. Model r# GRS ( all aluminum/ stainless construction) 3. Material 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. Date COPPELL, TX - # 802 TANK ROOF VENT LANDMARK 00! 9s C'k sr° I 323 - A Date ( Throat Diameter) E (o% Square Curb) 50° 1/4" Aluminum Checker Plate ( cut to T- 6" O.D. drill holes to match curb) 3116" Neoprene Gasket — 3116' Plan ( Note 1 ) i Sec tion .S. Angle < <uncu to oo I.D. ) 16 - 1/2" S.S. Bolts c/w Nuts W NOTES: 1. Locate access plate / frame as shown on Dwg. 104 - Al. 2. Provide 7116" 0 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 71 1 Date COPPELL, TX - # 802 PAINT RAIL ACCESS HATCH LANDMARK Date 05 / 98 Own. CADD 324 - C Chk. 1/2" dia. Lifting Fling Hinge Arm Assembly w/ 3/4" plated bolts / Floor Liner Plate Grout O O T ° o 3 way Retainer Bar ' Floor Sleeve Handwheel w / 1' threaded pin .6 - 1/2" I.D. ( Type 304 s.s. ) MANHOLE ASSEMBLY V- 2 - 1/4' radius Section 'A' 3/8" x 3/4" neoprene gasket 3/4" x 1/2' deep groove I 1' 0 - 1/2" radius round top comers 1/8 "� I �B at plates for 3/4" dia. Gr. 2 plated bolt NOT Material Specifications • ASTM A36 or equal unless otherwise noted. • Handwheel /Pin - ASTM A276 - Type 304 • Fasteners - ASTM A307 - plated T� ao ca 3/1 Z. 1 1/4' x 2' Grout Ring Detail 'B' Finish • Floor Sleeve/Seat Plate - coat in field per contract specifications • Hot Dip Galvanize - all other carbon steel components V- 1 - 1/4" radius Retaine 3 pcs. Installation • Inspect seat plate and groove. Clean and repaint as required. Lay a continuous bead of NSF approved silicone in groove. Set gasket and clean excess silicone. Center dished head on gasket. tighten handwheel. As tank is filled , continue to tighten handwheel- Cate 25" TANK FLOOR MANHOLE COPPELL, TX - # 802 ASSEMBLY Cate 05 / 98 own. CADD 325 - Al LANDMARK A,loc. 24 - 7 Chk. 1/4' x 28" O.D. _ ASME Dished Head Detail 'S' Section 'B' Mou Ins I n terio Section A NOTES: 1. Coat concrete contact surfaces with shop applied bituminous coating. Material Specification • Louvre - aluminum 6063-T5 alloy - mill finish. Size - 233/4" wide x 35314" high x 4" ( exact size) Construction - box frame head/sill with fixed blades ® 4" spacing • Mounting Angles - aluminum 6063-T5 alloy - mill finish. Size - 1 1/4' x 1 1/4" x 1/8* - 2 pc's. ® 36" , 2 pc's. ® 24" • Insect Screen - aluminum Size 23 3/4" wide x 35 3/4" high / 1a x 16 mesh 0.11 wire. • Fasteners - stainless steel Exterior - 1/4" expansion anchors ( 6 pcs. ) Interior - 1/4" drops in anchors with 1/4" bolts ( 4 pcs. ) for Date COPPELL, TX - #802 PAINT RAIL ACCESS LOUVRE Date o5/98 own. LANDMARK 327 -A 10 - 12 Chk. Pedestal Wall I Elan 4" - O � 1•t 2 1/2" Plpe sch. 40 x 4" Ig. Mk. #2 — R =27'- 11314" R = 2r - 6 3/4• Elevation '13' - Rail Connection Elev. 619.50 0 catwalk / \7-- -- I 3/8" PI. Mk. #3 112" Wedge Anchors J x 5 1 /4" Ig. 1/2" Pl. J Mk. #4' V17 -74i •� 1. These rings are to support wireless communication equipment and are not designed to support personnel. 2. Communication Equipment Support Capacity- maximum 500 lb. point load between anchors brackets. 3. Material - ASTM A36 or equal. 4. Finish - hot dipped galvanize 5. Electrodes - E70xx 6. Anchors - 1/2" 0 ASTM A307 plated wedge anchors, minimum embedment 4 ". Date WIRELESS COMMUNICATION EQUIPMENT COPPELL, TX - # 802 SUPPORT RINGS LANDMARK °fl os / sa CADD 339 - A chk. \T 1 I Pz iq O % \� / `roe Bollard \� ( typ. ) Interior Bollards - Plan Removable Interior Bollard - Section Pc's Required - 5 Ngi 1. Paint bollards w/ interior coating system. Provide 2" wide yellow reflective tape stripes at 4" centers. 2. Grease 5" pipe with multipurpose grease prior to installing in sleeve. Date BOLLARD / INTERIOR COPPELL, TX - # 802 LOCATION AND DETAILS Date 05/98 Dwn. CADD LANDMARK Alloc. ch 340 - A 5" dia. Galvanized _ Sch. 40 Steel Pipe -�w/ x 6'- 0" Ig. welded Cap on One End M Note 1 6 - 05 Dowets into Floor Slab 6 o . Z ° �_ Concrete Encasement (3000 psi ) 6' Sch. 80 ( 5.76' I.D.) Pipe Sleeve x 3' - 0" w/ Cover Plate 6" welded One End Removable Interior Bollard - Section Pc's Required - 5 Ngi 1. Paint bollards w/ interior coating system. Provide 2" wide yellow reflective tape stripes at 4" centers. 2. Grease 5" pipe with multipurpose grease prior to installing in sleeve. Date BOLLARD / INTERIOR COPPELL, TX - # 802 LOCATION AND DETAILS Date 05/98 Dwn. CADD LANDMARK Alloc. ch 340 - A 1 i 9 Bollard o O `( typ. both sides of door ) I , - . 1 " 6" 0 sch.40 Steel I x T -0` Filled w/ Conc Not pier Cap Concrete Enc. ( 3C tk5 Epp w/ W.R. Meadows Rezi W�. ,— Minimum 9' embedment, two rows 0 12" Exterior Bollard - Section Pc's Required - 4 NOTES: 1. Paint bollards w/ interior coating system. Provide 2" wide yellow reflective tape stripes at 4" centers. 1 pace COPPELL, TX - # 802 BOLLARD / EXTERIOR LOCATION AND DETAILS Date 05 / 98 own. CADD LANDMARK Ailoc. ch k. I 340 - B Exterior Bollards - Flan ( typical 2 locations) V7 520.: 6' Sch. e 4'x 4' Joint In Concrete r ( for future removal to access ) r 7 524.50 ( Nominal) 123.50 t/o Pier Cap ng Radius P.V.C. Bend Wrap 3 pc. conduit with 1/2' expansion joint capstrip. Remove strip & fill void w/ approved self leveling polyurethane sealant prawina References S5 - Support Wall - Opening / Sleeve Locations Date ANTENNA SYSTEM COPPELL, TX - # 802 BELOW CONDUIT ENTRANCE LANDMARK °a t° 05 198 CADD �� 341. A U In L m L al C C f� i 617.40 T_ Exterior (rite NOTES Antenna Cable Feed - Thru Plate Manufacturer - Andrew Type 48940 - 6 Multiple Entrance Wail Feed - Thru Plate. Material - Aluminum Mounting Angles Size - 2' x 2' x 3116' - 2 pc's. 0 V - 5 - 3/8' , 2 pc's. 0 V - 9 - 5/8' Material - aluminum 6063 - T5 alloy, mill finish. Finish - coat concrete contact surfaces with shop applied bituminous coating. Installation Angle /Wall - drill angle x 1/2' 0 8' c/c. Bolt to wall using 3/8' Him Kwik bolts. Plate / Angle - drill angle x 5/16' to match pre - drilled plate. Fasten with 1/4" s.s. bolts. (10 locations) S5-Support Wall - Opening / Sleeve Locations Cn C . m CL M tt7 1/2" Exterior Date ANTENNA SYSTEM CORPELL, TX - # 802 UPPER CABLE FEED -THRU PLATE LANDMARK Date 05 98 1 Dwn. CADD Chk. 341 - B Pedestal Wail 10' -1 -5/16" 20" Inlet/ Outlet I 6'- 10 -1/8" - 18" Overflow 1 i I Inlet/ Outlet Riser I ( see Dwg.. 405-Al I F1 01 I 7 534.18 Overflow Riser ( see Dwg. 406 - Al ) - F 1 K 532.55 ( side & back ) 0 531.14 ge, 0 527.89 0 S.S. Pip 4 52525 Note 3 R.C.C.P. Pipe 1' Expansion joint O w/ cap strip and approved self leveling polyurethane sealant SECTION A - A NOTES: Q 17 527.5 0 v 526.1 ± 524.54 ( Nominal \—Concrete Support 1. See Contract Drawings for additional details. 2. Support base plate with 1" non shrink 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 material change. 4. Rotate valve so operator is in the horizontal plane. Drawing References: • 405-A - Inlet/Outlet Riser • 406 -A - Overflow Riser " 410 - Piping/ Mechanical Equipment - Legend Note 4 Note 2 j( typ• ) t�Rev. Date MECHANICAL LAYOUT A 11/02/98 COPPELL, TX - #802 SECTION A - A Date 05 / 98 own. CADD LANDMARK Alloc. Chk. 4 - A F I' Expansion joint w/ cap strip and approved 525.25 S.S. Pipe self leveling ,7 pclyurethane sealant Sub - Base 7 t10 Pier Cap M501 0 9" bend ends E into pier cap M501 a 9" Field weld into pier cap Note 2 \-- M502 @ 9* SECTION 7 mr/mrR.oz.p Water Une 30" 0 Drilled Piers m502 @ 9' E.F. � l M502 g ' NOTES: 1. See Contract Drawings foxaddibono] details. 2' Provide flange insulation gasket / sleeves /washers at pipe material change. 3. Cut reinforcement to suit. Laps as n*quina1 - min. 18^. Drawing References: 9 410 ' Piping/ Mechanical Equipment - Legend Rev. Oate MECHANICAL LAYOUT Date 05/9 D D EM::��402 - B - 18" Overflow Riser 2' -6" 01 I Overflow Riser ( see Dwg. 406 -A 1 532.5 T - 531.1 : ; i ,:'.Y • -- �y'' 20' I.D. PVC Sleeve Note 5 3 �E a312 527.50 Note 2� 0 526.16 M505 G 0 6' Concrete le 524.50 Nominal) Suly 524.00 Sup iv port 1' Expansion joint /w cap strip and approved 522.68 self leveling Sz polyurethane sealant M504 ® 12'-/ M503 ® 12' M505 0 12" SECTION C - C OT 10' x 10' Concrete Rip -Rap w/ 3' x 3' Inlet (4* thick, 43 0 12' reinforcement ) 1' Grating ,52 0.00 I i_. .— •- -- -- - -- --- •- 518.12 ( Invert Elevation ) 24' RCCP Pipe 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-Al - Overflow Riser • 410 - Piping/ Mechanical Equipment- Legend LRev. Date MECHANICAL LAYOUT 1 A 11/02/98 COPPELL, TX - # 802 SECTION C - C LANDMARK Aaoc 05/98 Chk. cADD 402 _ c 20' Inlet/ Outlet Riser 4' -0- 11/16" ! - i M503 I Inlet /Outlet Riser F1 ( see Dwg. 405 - Al j l 17 534.18 F ® BB E ,531.14 Note 2 -\ . 526.16 f 524.50 ( Nominal) G f t' Expansion joint cap / w! cap slip J / and approved self leveling polyurethane sealant M504 @ 12'J M503 0 12' M505 @ 12" Mot MOTES: SECTION 'G' 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 ". Drawing References: • 405-Al - Inlet/Outlet Riser • 410 - Piping/ Mechanical Equipment Legend X505 Rev. Date I MECHANICAL LAYOUT T A 11/02/98 COPPELL, TX - #802 SECTIONS D - D & 'G' LANDMARK Date l oc 05/98 Dw CADD 402 - D O '0. \ , V 00' CN 0 10' x 10' Concrete Roor Drain Rip -Rap w/ 3' x 3' Inlet (4 thick. #3 0 12' 524.50 reinforcement) - 524.00 N 522.68 519.25 Slope 1' Grating 520.00 - - ----------- 518.1 Section K - K 10' x 10' Concrete Rip Rap — w/ Tx 3' Inlet K 0 'IT Oate COPPIELL, TX 802 FLOOR DRAIN Date 05/98 [ o-n• CADD 403 LANDMARK I,. _4A c. Chk. Dat 630.01 Top of Pipe Floor Penetration Detail Dwg. 405 - A2 m c a m c CD E m CL L 534.18 Q Top of Flange Expansion Joint NOT Drawing References • 405-A2 - Inlet/Outlet Riser- Floor Penetration • 409-A - Riser Pipe - Bracket/Wear Sleeve Detail • 410 - Piping/ Mechanical Equipment Legend Date INLET/ OUTLET RISER COPPELL, TX - #802 ELEVATION Date 05/98 0-11- CTR 405 - Al LANDMARK I Chk. • Silt Stop D2'- Angle Flange U (Note 2) / —Floor Plate 1/4' , -Grout - a F3 - Riser Pipe - Weld Flange _ ( Note 3)� 114', Floor Plate -� Support Flange Grout D3 -Floor Piece Dome Slab Detail B Detail A Floor Plate Grout a c r 4'- 0 3/4' Dome Slab NOTE _ Riser Pipe Upper End Detail 1. Cast Mk. 03 and Mk. F3 in ring beam / dome slab. Provide temporary plug in 6" coupling floor drain ( Mk. 03). 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 Dace INLET/OUTLET RISER COPPELL, TX - #802 FLOOR PENETRATION/ DRAIN DETAILS _,... ._.._� �_.., a, c- c _ on• Inlet / (mile! LANDMARK Date 05/98 Own- CADD 405 - A2 Chk. _,... ._.._� �_.., a, c- c _ on• Inlet / (mile! -Overflow Floor Piece - Weld Flange Floor Plate Grout Dome Slab Detail A Overflow i I I I I I I I I I OS - Floor Piece i I Detail 'A'- ��, - -- Floor Plate - Grout — I -------- - l I I Dome Slab i / I Note 2 I 04 - Horizontal Piece I - I I I L R -4'- 9" NOTES_: Access Tube - Weld Flange ( Note 1 1 Floor Plat( Grout Support Flange Dome Stab q - Access Tube Detail B I I I I I I I i f i I A ,-Detail 'B' j R =2' -0" i I I I a 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 OVERFLOW RISER /ACCESS TUBE — COPPELL, TX - # 802 FLOOR PENETRATION LANDMARK °a 05 / 98 CADD 406 - A2 chk. - Riser See Dwg. 405 / 406 - Al 3/8" Plate ,-3" x 2" x 1/4" Angle ------ - - - - o I I I I I -----------==r --- - - - - -- 0 1 1/2" x 3 /34" expansion anchors —( 2 pc. per bracket) 4 Sleeve : 6" wide shi 2" x 2' x 3/16' Angle ( notched ) Field drill x 7/16" S for 3/8" x 1 1/2" plated bolt - Riser 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 riser pipe/overflow pipe Drawing References • 405 - Al - Inlet / Outlet Riser - Elevation • 406 -A I - Overflow Riser - Elevation • 420 - Pipe Brackets Date RISER PIPE COPPELL, TX - #802 BRACKET/WEAR SLEEVE DETAIL Date 409-A LANDMARK Alta. 23-2 chk. Mk. I No. I Size I Thickness Joint Description Manufacturer I Reference Mechanical C Grade Slab 1 1 4•i20 M.J. / Fig. R.C.C.P. Pipe 2 1 2 0"/12 .250" Fig. / Fig. Type 304 L S.S. 90° Elbow w/ Tee Landmark Dw . 411 - A 3 1 _0'/12 .1 87 "/.250' P.E. / Fla. Type 304 L S.S. Pie w/ Base Elbow, Reducer, Tee Landmark Dw . 411 - A 4 1 1 18' .125" 1 Fig. / Fla. Type 304 L S.S. Pi w/ Base Elbow, Tee Landmark Dw . 411 - B 5 1 18 .125" Fig. / P.E. Type304L S.S. 90° Elbow Landmark Dw . 411 - B A 1 20" Fla. / Fla. Gate Valve w/ Motor Operator 18" f/f B 2 1 12' Fig. / Fla. Gate Valve 14' f/f D 1 20" Fla. Restraint Flange Adaptor - 20.00" O.D. Smith Blair Dw . 425 - A E 1 12" Fl . Restraint Flange Adaptor - 12.75" O.D. Smith Blair Dw . 425 - A F 1 1 20" Fla. / Fig. Expansion Joint - Maxi 1015 Gen. Rubber Dw . 424 G 1 18" FI . / Fla. Swing Check Valve w/ Buna -N Flapper 36" f/f APCO - Model 118 H 1 1 " Thrd. Hose Bib - Brass J 4 1 " Thrd. Coupling / Nipple / Corporation Stop - Brass K 2 2" Thrd. Cou lin / Nipple / Corporation Stop - Brass Inlet / Outlet Riser Fi 1 20' .187' Fig. / Weld Type 304 L S.S. Pie x 30'- 1 1/2' Landmark Dw . 415 - A F2 1 20' .187' P.E. / Weld Type 304 L S.S. Pie x 30'- 0" Landmark Dw . 415 - A F3 1 20" .187' P.E. / P.E. Type 304 L S.S. Pie x 35'- 8 1/2' Landmark Dw .415 -A/B 01 1 1 6" .134* Thrd. / P.E. I Type 304 L S.S. Silt Stop x 1'- 4 1/2" w/ Handles Landmark Dw . 415 - C 02 1 6" .250" Weld Type 304 L S.S. Adjustable Angle Flange Landmark Dw . 415 - C D3 1 6" .134" P.E. / Fig. Type 304 L S.S. Pie x 3'- 10 3/8" w/ C I . Landmark Dw . 415 - C 04 2 6" .134' P.E. / P.E. Type 304 L S.S. 45° Elbow Landmark Dw . 415 - C 05 2 6" 1 .134* 1 P.E. / P.E. Type 304 L S.S. Pie x 2'- 0" Landmark Dw . 415 - C 5 Pie Bracket Assembly Landmark Dw . 420 Overflow Riser 01 1 18' .125" Fig. / Weld Type 304 L S.S. Pie x 30'- 1 1/2" Landmark Dw . 416 - A 02 1 is .125" P.E. / Weld Type 304 L S.S. Pie x 30'- 0" Landmark Dw . 416 - A 03 1 18" .125" P.E. / Fig. Type 304 L S.S. Pie x 30'- 1 1/2" Landmark Ow .416 -A 04 1 18" .125" Fla. I Type 304 L S.S. Pie w/ 90° Elbows Landmark Dw . 416 - B 05 1 is. -- Fig./ .250" Fig. / Weld C.S. Pie x 2'- 9" Landmark Dw . 416 - C2 5 Pie Bracket Assembly Landmark Dw . 420 Rev. A Date COPPELL, TX - # 802 PIPING / MECHANICAL EQUIPMENT LEGEND 11/02/98 LANDMARK Da1e ()5/98 own. CADD 410 - A chk. Mk. I No. I Size Thickness Joint Descri lion Manufacturer Reference Floor / Drain L 1 6 " Flccr Drain M 2 6" MJ / MJ DI - 90° Elbow N 1 6 " PE/PE PVC - Pipe x 15'- 0" cut to suit on site Fasteners / Gaskets 60 20" 3 - Bolt Sets - 1 1/8" x 5" 40 1 20 - 2- Bolt Sets - 1 1/8" x 3 1/2" Expansion Joint 80 18" 5 - Bolt Sets - 1 1/8" x 4 3/4" 45 12" 4 - Bolt Sets - 7/8" x 3 3/4" 5 20" 1 - Restraint Rod Set - 1 1/8" x 2' - 0" 3 12" 1 - Restraint Rod Set - 7/8" x 1' - 10" 3 20" Full Face Red Rubber Gasket 5 18" Full Face Red Rubber Gasket 4 12" Full Face Red Rubber Gasket 2 18" Han er Grinnell Aev. Date COPPELL, TX - # 802 PIPING / MECHANICAL EQUIPMENT LEGEND A 11/02198 LANDMARK Date 05/98 Dwn, CADD 410 -8 Chk ¢I r� Washer ( Note 3) Retaining Rings Z Cover E, 0 , IN . ry Joint Holes Bolts Geometric Data Movement Data (Axial ) Size DIP S.S. Cam- Force Elan- Force I.D. 0 Diia. ryry Len Le,qth B C { D E F ression lbs. qation lbs. 7 871 1C. �Jf([ R r:ya��y /Aw 6 - *� "••• ',rt� 911 W' Y ", 1RVFYek. 1 J{ I war" " '3S1L4" t ?`� 1at64 k 1a1C4 til1� & I 1(139'. 16 3 t sorts" tld`t 2 srz g 1wtla tt 16! 1 215 X22 1 _ 20 20 1 1/4" 1 1/8" 3 314" 3 1/2 5/8" 3/4 21/2 1 1/4" 314" 8" 2 2703 r 7/8" 1530 NOTES: 1. Expansion Joint is General Rubber Corporation Style 1015 E. Test pressure 150 psi (min.). 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 - 538 ductile iron - galvanized Oate COPPELL, TX - # 802 RISER PIPE EXPANSION JOINT Date 05 / 98 O ' CADD LANDMARK AIIoC. 8 - 1 C hk. 424 �— Carcass