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HomeMy WebLinkAboutPlansA B C L 1ILITAWING N0. 628-110A 4 GRID REFERENCE POINT ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. W ■-amws-■-e-mw I-■ --a-i-rri a-+iwf• •181=1e-w-eEMIr w w R- i i • O 0 O 0 0 0 rt un 543 11111 L PLANT ENTRANCE fly[ DRIVEWAY 18' CULVERT UNDER DRIVEWAY $3 s. 11) (l PROPOSED ROAD LOCATION 24 0 VEHICLE AC+ iS CATE (FIELD LOCATE) _54 �a•itwwi / I 54 • 1 Ilr S. 300'-0: a G C,LD L / 54235427- 420— 5418 / / / / / / / / / / / / / 541 S. '-0 S. 300'-0 S. 700'-0 VEHICLE ACCESS GATE (FIELD LOCATE) EXISTING SEWER LINE (ABANDONED) OVERHEAD POWER LINES (TO BE RELOCATED) MER imp APPROVED FOR CONSTRUCTION Q5/23/2002 TOLERANCES REV OFFICE ELEV, ADD TANK BERMS 6/5/02 DA HDA CUTS ±1/8" ANGLES ±1/2' WELD ASS'Y. ±1/4" THIS DRAWING IS THE PROPERTY OF HANOVER AND 15 NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 ISSUE FOR CONSTRUCTION 5/23/02 HOA HOA DWG NUMBER DESCRIPTION REV. REFERENCE DRAWINGS DESCRIPTION REVISIONS DATE BY CK PROJ. NO. PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:380m Fie Km 628-110. 8 CAlkrdiingl6281,100\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 USTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN DRAWN HDA SCALE 1 "=40' DATE 5/13/02 UNIT NO. REVISION 1 S.O. NO. APPROVED Gw NO. REQ'D DRAWING NO. 628-110A 1 1 2 3 4 5 6 7 8 9 11 VEHICLE AC+ iS CATE (FIELD LOCATE) _54 �a•itwwi / I 54 • 1 Ilr S. 300'-0: a G C,LD L / 54235427- 420— 5418 / / / / / / / / / / / / / 541 S. '-0 S. 300'-0 S. 700'-0 VEHICLE ACCESS GATE (FIELD LOCATE) EXISTING SEWER LINE (ABANDONED) OVERHEAD POWER LINES (TO BE RELOCATED) MER imp APPROVED FOR CONSTRUCTION Q5/23/2002 TOLERANCES REV OFFICE ELEV, ADD TANK BERMS 6/5/02 DA HDA CUTS ±1/8" ANGLES ±1/2' WELD ASS'Y. ±1/4" THIS DRAWING IS THE PROPERTY OF HANOVER AND 15 NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 ISSUE FOR CONSTRUCTION 5/23/02 HOA HOA DWG NUMBER DESCRIPTION REV. REFERENCE DRAWINGS DESCRIPTION REVISIONS DATE BY CK PROJ. NO. PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:380m Fie Km 628-110. 8 CAlkrdiingl6281,100\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 USTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN DRAWN HDA SCALE 1 "=40' DATE 5/13/02 UNIT NO. REVISION 1 S.O. NO. APPROVED Gw NO. REQ'D DRAWING NO. 628-110A 1 1 2 3 4 5 6 7 8 9 DRAWING NO. 628--1108 A U c • GRID REFERENCE POINT S. 128'-0" C/L DRIVEWAY ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN, GRADE AS NEEDED. 88 W 0 0 0 ■ 1-•••••-ai-�-s• Ite—ii-ra■ I -lrmtsti i(• -r -.f �✓ S. 5428—" f 3 --GRAVEL PARKING AREA S. 1111X-(1 2 5. 3p0 XISTING PAVED ROAD_ ■ 20' WIDE ROAD (MIN.) 543.3- 5431 MCC/GENERATOR BUILDING LDING .;!__ER f-- / S. 242'-0 W 42 25' x 45 (INSIDE) EARTH BERN FLOOR ELEV. = 5424' _ S. 284'-0' 170 BERN ELEV. = 5426' BERM SIDES = 1:1 SLOPE b FUTURE PROCE85 `. // / J / / S. 3313'-0` / HEATER AREA VEHICLE ACCESS GATE (FIELD LOCATE) S a-_ ■ ■-- - 2 S. 79'-O• 7 - L / r'- S. 218'-0" I .' 42r 541 541 / f / /f 5423 / / S. 358'-11•x...—_...... - % / / 5423 5. 401'-0" VENT / STACK RESIDUE.' / METERING AREA x-5412 ■ ■ • a // TRUCK LOADING AREA 4'L 5419 i /541 05421 ---""S. 465-0" N .54 2 rs S. 561 `-0" / 54 5. 600'-0 S. 700'-0 11•••-- ;t ` S. 573'-O' A65' x 80' (INSIDE) EARTH BERM NORTH FLOOR ELEV. = 5412' SOUTH FLOOR ELEV. = 5411' T/0 BERN ELEV. = 5413' BERN S1DES = I:1 SLOPE r\ S. 658'-0" 683'-O" VEHICLE ACCESS GATE (FIELD LOCATE) • 1. ON-SITE, NATIVE SOWS FREE OF DELETERIOUS MATERIALS, ORGANICS AND PARTICLES OVER 6" DIAMETER NAY IN USED FOR NON-STRUCTURAL ALL. 2. MAXIMUM SLOPE SHOWN IN GRADED AREAS IS 3:1 APPROVED FOR CONSTRUCTION 05-23-2002 TOLERANCES EVISED TO ADD TANK DERM5 5/6/02 HDA HDA 0 ISSUE FOR CONSTRUCTION 5/23/02 HDA HDA DWG NUMBER DESCRIPTION REV DESCRIPTION DATE BY CK REFERENCE DRAWINGS REVISIONS 2 3 4 6 CUTS ±1/8" ANGLES ±1/2* WELD ASS'Y. ±1,(4" PROJ. NO. PROD. ID. 7 THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. Edited by: mdellinger Jun 14, 2002 - 11:35am Fie Nor. 621-110.0,1 C:1Drafling\628),106` THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, �412� HANOVER RUSSELL 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN DETAILS AND NOTES RAWN HDA SCALE 1"=-40' DATE 5/13/02 UNIT N0. REVISIO S.O. NO. APPROVED GW NO. REVD DRAWING NO. 628-1108 9 10 11 B 1 DRAWING NO. 628-110C 2 10 11 5423' 5422' 5420' 5418' 5416' 5414 5412' 5410`5408' 5406' 5404° 5402' 0 5430' 5428' 5426' — 5424' — _ //://7////7/7/7f.,,--, 5422' 7/7//f,i 5422' 5420'1 -- 541e - 5416r 420'5418 --5416f 5414"\-- 5412'- 54C6' 414"5412'----- 0 a 1 N 0 0 5408' 5406' 5404' 5402' Lei 54.33' 5432'`` 5430' 5428' — 5426' — 5424' 5422' 5420' 5418' 5416' 5414' 5412 0 I vi 5440' 5438' 5436' 5434' 5432' 5430' 5428' 5426' 5424' — CROSS SECTION M E. 650' HORIZONTAL SCALE: 1'=40' VERTICAL SCALE: 1 °=8' 0 u5 0 p1 4 CROSS SECTION AT E. 450' HORIZONTAL SCALE: 1-=40' VERTICAL SCALE: 1.=8' //z7A<::;/a7///7////.7/7)977--z ///1,/ f I' 5422° _� _ _ 5420' 5418' 0 N V CROSS SECTION AT E. 250` HORIZONTAL. SCALE: 1-=40' VERTICAL SCALE: r CROSS SECTION AT E. 75' HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: I'=6' 0 '1, .7/7/://///),2 CUT FILL APPFSR ED CONSTRUCTION 05-23-2002 TOLERANCES CUTS ±1 /8" ANGLES t1/2" WELD ASS°Y. ±1/4" THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR— POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 15511E FOR CONSTRUCTUCTION 5/23/2002 HDA HDA DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD- #D. Edited by: mdellinger Jun 14, 2002 — 11:35am Ele Home: 678-110dq M,,L4afeng\628\100\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa. Oklahoma 74136 Suite 400 (918) 4-81-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT PILE GRADING PLAN ELEVATIONS DRAWN HDA SCALE 1 "=40' DATE 5/13/02 UNIT NO. REVISION 0 S.Q. NO. APPROVED GW NO. REQ'D ORAWlNC N0. 628-1100 2 4 5 6 7 8 9 10 11 11 DRAWING NO. 628-100 S.0+00 S.1+00 S.2+00 S.3+00 S.4+00 S.5+00 S.6+00 S.7+00 0 0 LLi 0 0 EJ V t, OFFICE -- CONTROL SEPTIC PARKING r,) E-202 T-502 -811 814 K 812 C-121 A-322/323 L H -741A H-7418 0 COMPRESSOR BILDING 36' W. x 1 5' L. REFRIGERATION COMPRESSORS RESIDUE GAS COMPRESSORS A-331 A 321 ISI A-301 •ivtINE BLDG. �t��i/�lilli 1 x 60' QQ,L,4; ( ! U f6), 0 Jo/ _ Y '-50 FUTURE GENERATOR BL G / MCC 30'W. x 5'L. (Iff TK -831 0 CC t� t fK-851 I `tj.1 w t (8, a E -221A/8 fps L__J C-121 A-322!323 < kr� E-202 T-502 r f r ' I -TI --811 fI ITKII-814 i 9 I 1 i J I TK1H812. 1 I I 1 I r,! , I J J LI Ly AMINE BLDG. - n ▪ 36' x 60' l- + L 0 TK -815 CO2 VENT STACK REFRIGERATION COMPRESSORS -ctre tlr err® R SIDUE GAS COOPRESSORS A-321 0 0 0 0 0 RESIDUE GAS METERING 0 0 F-424 0 0 9 STORAGE T NGL LOADING PUMP -r- S I ,1 11Gi_r: STORAGE rl T� ! I I a APPft r ,,v iespFicno :o,. , .y 0 0 11 11 11 11 11 11 INLET GAS SKID #1 INLET GAS SKID #1 AMINE REGEN SKID #2 GLYCOL SKID #3 REFRIGERATION SKID #4 STABILIZER SKID #5 NGL LOADING PUMP SKID #6 HMO EXPANSION TANK SKID #7 FUEL GAS SK/D #8 RAW WATER PUMP SKID #9 FLARE KNOCKOUT SKID #10 RESIDUE GAS METERING SKID #11 LOADING RACK Cak 19 79'• sw. r Oa 44? 6,101° NOTE: FUTURE EQUIPMENT SHOWN DASHED. chis Date:'- The pian is accepted and appears to cempiy With the requirements of: t; ?vac - Off' 7,61.2-- eb&g/re9`rr ,N' B TOLERANCES CUTS ±1/8" ANGLES ±1/2° WELD ASS'Y. ± 1/4" THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR— POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 SSUED FOR CONSTRUCTION 06-18-2002 MLD MLD DWG NUMBER DESCRIPTION REV. REFERENCE DRAWINGS 4 DESCRIPTION REVISIONS DATE BY CK PROJ. NO. PROD. ID, 7 Edited by: mdeliinger Jun 20, 2002 - 2:19pm He Dame: 628-100.dig G:\Dratting\628\100\ T F c O V AN OVP H DA\Y HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481--5800 9 WILLIAMS PRODUCTION RMT CO, PARACHUTE CREEK GAS PLANT TITLE PLOT PLAN DRAWN MLD SCALE 1 "=40' DATE 5/13/02 UNIT NO. ,REVISION 0 S.O. NO. 628 10 APPROVED GW NO. REQD 1 DRAWING NO. 628-100 11 45'-0 0/0 STEEL 21'-4 21'-4 i' -2I PULPUIRLNI LAPS 2'-312'-3 �If � I R.CCF FRAMING FLAN SA2 1::)3 (TYR; ..---- REF. EE (FOR E52 LOCATION) l-� t T 0 8IDE WALL ONEFTBI• RILL I.4E 1Gi-iT 21'-4 1�T'-10 L 45'-0 0/0 STEEL 21'-4 4a1'-1t"DS 4- r 11-2 e LINE. ILII r SIDE WALL SWEETS SA2 n 21'-4 21'-4 • • FULL NEIG;- ' 45'-0 0/0 TEL NATION in 0 CN: ►.J 0pC1ZN70t, 2 -2 Spec 2823 GENERAL BUILDING SPECIFICATIONS: Building shall be designed for the following criteria: 40 PSF roof snow load; 80 MPH wind loadwith Exposure Factor C; Seismic Zone 1; Collateral load (3 PSF @ Shop/Warehouse Building for lighting, ceilings and HVAC duct -work); dead load of structure; in accordance with 1997 Uniform Building Code as required by Garfield County, Colorado. Shop[Warehouse Building primary rigid frames to be constructed of built-up tapered plate frames. Secondary members to be constructed of cold -formed steel shapes. Design and fabrication shall be in accordance with the latest edition o-A.I.S.C,, A.I,S,I., and A.W.S. Specifications. A bent of full and typical size shall be used at each end of the building with typical connections for girts, purlins, etc. so that future extension may be facilitated. Endwall materials shall be designed and connected so as to be easily removable and reusable. Building is furnished with steel rod and/or steel cable bracing in the roof and sidewalls of the Shop/Warehouse Building, After fabrication, all structural steel shall be hand cleaned per SSPC SP -2 and given one shop coat (nominal 1 mil DFT) of standard red oxide primer. Secondary cold -formed members shall be constructed of pre -coated coil stock with manufacturer's standard shop coat (nominal .5 mil DFT) of standard red oxide primer. Buildings roof panels to be 26 gage galvalume, prepainted laprib/exposed fastner "R" profile panels of 36" effective width coverage, Finish to be factory coated silicone polyester. Color to be selected from manufacturer's standard color offering. Buildings wall panels to be 26 gage galvalume, prepainted lap rib/exposed fastner "R" profile panels of 36" effective width coverage. Finish to be factory coated silicone polyester. Color to be selected from manufacturer's standard color offering. Buildings shall be furnished with exterior trim including standard eave gutter, downspouts and rake trim to be 26 gage galvalume, prepainted material. Trim shall provide a finished appearance. Color to be selected from manufacturer's standard color offering. Panel and trim fasteners shall be self -drilling, cadmium -plated steel screws with washer and sealing washers. Fasteners shall be color matched to material in which they are installed. Building is furnished with R-19 6" thick x 0.6# nominal density vinyl reinforced fiberglass insulation in the roof arid R-13 4" thick x 0.64 nominal density vinyl reinforced fiberglass insulation in the walls. SHQP/WAREEHOUSE BUILDING ACCESSORIES: Building dimensions to be 30' wide x 45' long x 12' eave height. Bay spacing to be two @ 22'-6". Roof to be gable type with4:I2 roof slope. 4- Window ass ':es to be 6' wide x 3' wide aluminum horizontal slide window complete with clear insulated double pane safety glass and bug screen on operable sash. M as 151 2- Personnel door assemblies to be 3070G single swing type, Dominion Building Products insulated door complete with panic device, closer, 1 3/4" thick doors with clear insulated double pane laminated safety glass, 5 s/." formed hollow metal frame, weatherstripping, hinges, threshold, and finish painted. All hardware to be ADA compliant. COL off, : A t t A2- A `TA t.J Roll -up door assembly to be 16' wide x 10' high insulated Overhead Door Company Series 625 complete with manual chain operator and manufacturers standard enamel prime painted finish (field painting by others if required). 401f- Continuous 9" throat ridge ventilator complete with birdscreen and operable damper assembly God. v sZ SA H LW- A —nail-, COLOR SCHEDULE WALL PANEL .'` , hA1Li f MN..} ROOF PANEL DOWNSPOUTS GUTTER CORNER TRIM WALL TRIM Vi LK DOOR TRIM 'Roil op DooR TRar'f\ '1l4t7Qvi Tz.1M 60 ---Hougland & Ass° This plan has been review Date: i 2. The plan is accepted and appears to ctxnpiy with the requirements of: A #....7E1/. DESCj DESCRIPTION DATEI A ' rRCV4L ;! 2 ! .tr. Carr, r. Cauis-I' lvz,[:? UNITED STEL STi,'JGTL1=S aadcaricaaarto raAaagdfao rosarr late= iacaaacaatugaz r3aU 413e -13 2M41 DESCRIPTION: SCCF FLAN 4 S!DEWALL ELEV4T 0NS CLSTCI"I Erg: WILLIAi"15 GAS PIPELINE CO. L LCAT:ON: PARRAC.4 UTE, CO DR4'JJ!N6 5Y KG DATE CNECiCY 'DATE .:05 2 23 ILOAD5 CRAWING • 24 1 12 41-- r�` SYMt" i. //—(6.) '` x 2" A325 E3OLTS W/ 12" CONN. PLATES (6)It" x2"A325!BOLTS UJ/ 2" CONN. PLATES N0 FLANGE BRACES ARE LOCATED ONE SIDE OP FRAME ONLY/UNLESS NOTED) FIN. FLOOR (8) t"'` x 212" A325 SOLTS U/ 12" CONN. PLATE 4 1" 5CAE3 Ft ON RAFTER 25'-S1 CLEAR 30'-0 0/0 STEEL CROSS SECTION e I INES 1 4 2 S f C! i I. (6)I"� x 2" 4345 BOLTS 7- U1/ 12" CONN. PLATES yea al NOTE FLANGE SRACE9 ARE LOCATED ONE SIDE OF FRAME ONLY!UNLESS NOTED) FIN. FLOOR 21'-312 CLEAR 30'-0 0/0 STEEL CROSS SECTION INA - 3 0 w ti MAIN END FRAME �� / i--.ir' .... .... r .... ..... ...... ww 1 iw 1 ..,_ _,..e. cii .....---- ............. F2 1 I I II 'Ii— n 01 II k l i �f S1sa� -- - _ r- I1 1 1 4'-6 6'-0 4`-6 5'-9. RO 3'-4 5'-9-1 13'-© 15'-0 / 30'-0 0/0 STEEL ELEVATION - LINE' '`1" LEFT ENDUJALL 12 4 NOTE! FIELD CUT PANELS AS REQUIRED 1- _I In 84E TING ' LINE " 11 r i , f II 11 11 11 ii SA2 ' LOAD MAIN END FRAME w �jpyk�5 w 1 w w � 5' 5'-91 4'-6 15`-0 30'-0 0/0 STEEL. 6,1-0 15=-0 VT" I1 II 1,4 1 1 1 II 4'-6 f L. `�ATI+'J1Ni 'a LINE "3" RIC:14T ENDUJALL 4 12 NOTE! FIELD CUT PANEL5 AS REQUIRED r r h r� 9 1- 7st r- 0 S1-4 TI G g LINE "3 L E.FTE1DUJi i --.Houglartd & Asso 71- plan has been review plan Is accepted and appears to :fly with the requirements of: S;-4OP'/LUARE1-10L.155. 51;11—DING ISSUE REV. DESCRIPTION DATE A APPROVAL p -r reg. #16-r UNITED STEEL STRUCTURES kiddhle ppm moNr '- eleeli MPS DESCRIPTION: ENDWALLS 4 CROSS SECTION CUSTOMER: WILLIAMS GAS PIPELINE CO. LOCATION: PARACI4UTE, CO DRAWING BY KG DATE CI4EC;K SY CATs J05 • F 2823 25441 5 LOADS DRAWING " E2 CiF 'R% WA tt. VA.Ni>E 1•S. CLa5uP►e. vIEAD eet. LI LAE IN',VL. R g -A' ( Ov"r'' • pop ¶SivE75 I-1,40 8x2`6 c TYPIcAs,L \AMNO©'►N 4e,AP/5(LL O ETAI L i ,L. G -c• rgAk.eo VrtA-14 ) (gxz'r-Lc) �'3�fco N °►'Y'f Purr_i. ?oma Q ‘vg75 (T-rs ) CAULK 'S[ N D D T-rp IcAL WINOow sAI'i pe -TAIL L'R.'4Vb.LL TYPICAL WALHcavow )-\ D e ETA(L 3I-41/41 F. O . T` TYPICAL_WALKDOaAt-15 DETAIL L� RHO RIGHT-HAND OUT DOOR SW!NG LEGEND LHO LEFT-HAND OUT STE 1c • KWALL Pa.NEL i C w. °SVP E AO 'T'SL ti t-'1 CAL- iI\ eP1Vtizoi r DooR AA rpt P› 6,LocK y) As l40, 5T 5• Eft E46.-0 • - C v r2... -TA -� cAL ROLL -up poor& (BEAD DETAIL c O a S -rest. 3 -IP 9x4c� CA,VLi�, Doo Guy I M5uL, TIF?tc/10,.. cnoN RiD6E VgNT KP) RE V1$11+5 NO. DATE ESCRIPT1014 BY 1cKO - : P2.1 A c2 2 v" a2 Rt... Cee— Co).r,- r 'R'WALLQANf L •r2.►1-i TIP tcAL \ZoLL-up paoR3AMb Dem L --Hougland & As This plan has been revi Me Man is accepted and appears to : y with the requirements of: {' r - P W/NRE. 4o0sE UNITED STEEL STRUCTURES INCORPORATED 16000 BARKERS POINT LANE • HOUSTON, TEXAS 77079 • (281) 496-1300 DESCRIPTION f AL• '-CCE 501cz`1 ec- iON)S Is1ae r3�STOMER [1 L C...Ps. If\ /� GA-�'� L 1 r E. Co z` cATFQIQ _ / RA .. T E.� YYOTs MO. s JOY Me. 1 "MIIIIIIMIIIMOMINMA....X17'. JLY.:IZi_r :.4:^.'tv:t�C71i G:37c,:1014-35^.+�SOM= 7.-'.. �_'._= .�.�.. ::..�LxL..'__37 -L_'S' CD:1C7?13/0 '.:3; =.::"ia'Mailai :.. ..= '11CAM � lu-. F,aw-Y�;'Epi'..: ,+�1y.2:. `_.,.+a�svrt.-lvnm --r, _ ,1r -„+r.122=1. PURLIN (BY NOTT: 115 l only proV;desa the l rood' purism Ali other mate -161 and hardware 16 by ethers. CLIP ANGLE, BOLTS, HANGER, ETC.. BY OTHERS Accer, to b le Connect l ori et4 11 NOTE: Drill:tie of holae In TionSesa of p ;rima 13 rt turaily detrimental to the member. , n collateral Ioacia,kwhIch are Included in the purlln oeselcan !code, ore to be attached by correction directly to the web only. PURLIN Flange C -Clamp is no an acceptable conned: on PURLIN C -CLAP ALL -THREAD ROD Connection through the flange 1s not acceptable ATTACHMENT OF SUSPENDED ITEMS (BY OTHERS) •.. y: a raMiPllantr.s=rRr_-ct1:, ::"'eTP'+", -.. =7" x iD N5[Tf .�. - Upc_tNs) lir Tself.ri\ P514- Vg. 5Acisit1 Sive- \\— SUTrK. OYtT/ FSK-1iR Lb•RG \ Q! ,L) L_ 1 t (0\pso ll f73K-\JR Ft tSe-leGLA LP\ 0 NJ (t)Ric\ri? 5,0109° ri-t/f/116T:ri 9.1°,71/(,01:7•5 rei S n U. .Y..-_Hougland & Assoc .!1hem been review aftepted and appears to =' itt1 the tquiremeres at: ‘• / tj 2 REVISIONS NO. DATE DESCRIPTION A412 rZoki BT UNITED STEEL STRUCTURES INCORPORATED 16000 BARKERS POINT LANE • HOUSTON, TEXAS 77079 • (281) 496-1300 11-2 LC Pt CUSTOMEt °..©CATI©, G A 1:-'1 IN) Gam. Gutter 5trap (MK-5G@Ml At 2 `-Ql" On Center For All Northam Gutters Stitch Screw - At Serous 6�On Cols Panel Cap Trim (MK-ET(D2) OlfdCwtta (NK -EG N) Outside Cosure t Men Screws At 24" O'1 Ceikar ((7F"TIONAL) Inside Coors Metter Screws At6"c7nCoto Roof P Member kraus At 12"aiCenter Eave Strut LIN ItJall Panel La) EAVE DETAIL WIN NORATERN EAVE GUTTER (SLEETED S1DEdiAL) ROOF SI-IEETii�lC-c PURL IN TAPE SEALER SCREWS 6 12 " O.C. RAKE ANG L E (.ti4x2x16GA) RAKE TRiM 121,°x1" M 3. SCREWS tip 12" O.C. OUTSIDE FILLER STRiP CONNECTION BRACKET (CL19) (4) 12"mx114" 4325 BOLTS (4) 12"9'x1It'I A325 BOLTS RAFTER ENDW4LL COLUMN (SI -RIPE VARIES) ENDWALL SI--IEETINC Pop Rivet Downspout Downspout Strap "R" Pared IR" PANEL WALL DOZ POUT STRAP ATTACI T Doawnapout Stu Pop Rivet Splice (If Reg'd) Dowrpoutj (MK -DS) D 5. Kl chcut (Install 11.1/2 Pop Rlvlts on 3 aides) 22"TO Field Be'd Gutter Tabs into Downspout --- -- Do2ispout Pop Rivet Cauk And Pop Rivet Gutter EAVE STILT (2) METTER Sc til REAVE STICT--\\ AN) -- 5 AN+GLE(Z'1x2xibGaJ (AT ate TO E.S. LoCATIGN Cr+LY) 2)1 ErFSER 5cf u (#.AIN) /RLIN E,dwa II Girt GIRT Cold Form E:ndu:a 1l ColumrialK-EGF -4 0 Endwa l l G -,!rt, Tape Sealant it %� Or Peak Panel (T4pical At E dlaps2 Dou�rihlll Or Eave Panl lnsideFiller Strip Tape Sealant Top Bottom Tape Sealant (T4pica l At Sidelaps) Girt Girt J (2) 4"t x M$. (FIELD DRILL EAvE STRUT OR G -I DOItstSPCUT TO GUTTER DETAIL Gutter Field Cut Clatter With X" Pattern Wall Panel 5a$e Angle r Finished Floor i. DOWNSPOUT DETAIL AT SHEETED UJALL STEEL LINE ENE) OF PURL IN CTQR NOTE; (4) 3oIts Reg 'd e ed Or Frame Addltlana I F. Parc. (ir Reg'd) 1c. Cross Section PURLIN LAPS (4 Bolts. Add 2 additional per ring. brcJ 5ECTION "A" DS. STRAP C,2JANTITY SAVE 1-IEIGI-!T QUANTITY 12'-0 2 mPJ 3" Frame JAMB TO SAYE STRUT SECTION e JAMB CONNECTION JAMB TO GIRT Endwall Steel Line End Rafter 4 COLD FORi" 1 ENDWAILL CCLUMN %ice Endwa 11 Jamb/ Colt. mn(MK-ECJ._ - Rabe Trim (MK RTO1) E ndwa1l Column Connection Clap (CL.21 or CL2e) Wall Panel -� Peak Endura ll Gol. (Shape Varies) II Roof Parcel Fur lin _ J Endue l I Girt 1.0 r 41, Main End Frames !:after SECTION T -1R1..1 MAIN ENID FRAME RAKE AT PEAK Peak Panel. Roof' Panel Peak Purim Flange Erase (Tip.) 1°-2 t OF END RAFTER 11 SECTION TLU FRAK EAVE 5TRT (4) x 1 1' M.3. SrldwaII Column Connection Clio (CL21 or CL2ca) AT FLUSH FRAMED SiDEUALL 17- MAIN ND FAME (NOT AT PEAK) Stitch Streit At 20" On Cater Steel Line '2"5x)'4"(432) eoits Cololform '-lot rolled Endesa 11 Endesa 11 Column Column SECTION " A" Raine Trier a%-RTol) Meets 5ama 5Utch Sono At V On Carter Gutalde Gime Stall Panel HIR" Panel OUTSIDE CO'R DETAIL "RIS PANEL Roof E fi31 Line Stitch &ram At 12" Cr Cellar With Conthow Tape Sealant EJnder Trim Roof Pansl £ailestIng Arg le V r. Carrier Trim (11(-CT01) Purlln (Beyond) RAKE DETAIL WIT+.1 $i ETED ,ENDUJALL Endwall Steel Lines 4 End Rafter ENDWAL L JAMB/COLUMN Enclwall Glrt 0 /Main Frame J Corner Column !2 "0xr1Mac.h. [Bolts F Enciwall I Sidewa'.l Steel Line Girt 1,-2 End Frame CORNER COLUMN nge Brace (Az Req'c) Main Frarne Interior Column S"Cxl`Moch. lr-Bo! t S Sidewal Steel Llne dirt Lap IAs Rea`.f) Bay Oimenslon int Frame INTERIQJ COLUMN REV. DESCRIPTION APF CvAL Sidewall 11 Girt Eave Strut Panel Cap Trim Clutter Lap As eho — (la':'. Trim Lap Similar) (Cuans 4 Pop Rivet As Read) Getter Straps a 2'-0" GENERAL NOTES 1. BUILDING IS TO BE TIGHT AND PLUMB BEFORE SHEETING IS TO BEGIN Gutter 2. SHEETING IS TO BEtN AT LEEWARD END OF BUILDING SO THAT ALL PANEL LAPS OCCUR AWAY FROM PREVAILING WINDS. 3. SK11JD{TS RECEIVE SATE SCREW PATTRNS AS ROOF PANELS, EXCEPT SKYLIGHT TO SKYLIGHT STITCH. USE SKYLIGHT GROMMET SCREWS AT THiS CONDITION. Field Miter 4 Pop Rivet 'aloe End Cap 12" 12" 12" 21f 3ti 3'1' ' ' 2'f 3'i 21 311 31211 DstailER LUA'I S PEAK PANEL 1DLAPS. i LAVE EASTAYa T 12" 12" 12" 2'2'' 1" 2,11 4. SECTION CREW: IS TO SWEEP ROOF PANES CLEAN OF AL1 METAL �.9 SHA'1NGS DAILY. _der 5. Al SEALANT TAPE SHOWN IS 3/16' x 7/8" DOUBLE TRACK . 6. PANEL INSTALLATION AS SHOWN ON THIS PAGE MEETS ALL REQUIREMENTS CF UL30 UL90. 7. THIS PACKAGE MUST BE USED IN CONJUNCTION WITH SNOW FENCES AND OR HEAT STRIPS. SNOW FENCES AND HEAT STRIPS NOT FURNISHED BY U.S.A. `AVE STRUT C/C 12` C/C 2'° 1" 2ff'1 1° 2) Detail "A' 1NTEMIATE PAST I,. R LAYOUT Stitch Beres At 20" OrlC. 1tet 0' C/C STITCH SCREW SPACING FRCS EAQ 10`-0 ontirlout Tape Sealer 'whit" xterded Leg C PETAL' A" 'PBR" Parlelil4 ROOF PANE NST4L L_ATiO ORT --AERN PACKAGE" 12" 12" 12" 10" y 10" 2" 10" (2) Scree 5etius n Base Member Al'ld t'-31' Girt. (1) Screw etuaeen Ali Other Members. Arra (6) Screw At All Member Locatiale. MEMREiR 5CEI.1J LOCATION (ALL i"01SERS) Stitch Screws DETAIL" 6" IRii PANELAi ,1 ----Hougland & Associa ibis plan has been reviewed late: Deta I l "8" The plan is accepted and appears to comply with the requirements of: ?17 / DESCRIPTION: ERECTION DET41L S CUSTOMER: LOCATION: PARACI-1U T E, CO UNITED STEEL STRUCTURES CAT ILatki EINIMPle PONT I4O33TC t1L+A 4 - OP -AWING 51- 2a441 Y 2&441 P. 30r-0 0/0 STEEL 0 45'-0 0/0 STEEL 112 ' -312 3 4 Sl r 21'-4 A 2/2> 21. 4 6'- 2, >2 2.> '-3 40 zzt )11 c T" 41, 21'-81 C/C ANCHOR E30LTS A A 1 -4 a • o 314 r- jr 11-312 22 61-0 21'-4 "lc 22 _r r 1' 16'-0 2''-4 2 X 24' 4 3 1'-317 GENERAL NOTES. (Q t 4E 601.E PUWO6E OF TI4I6 DRAWN& 18 TO LOCATE ANCWOR 130LT8 IN REFERENCE TO TWE cuILDMG. 6TEEL LINE, U.bb.i. 6.1C J6 ONLY THEIR 4LKsGE6TED PANEL RECE66, ALL OUT TO OUT OF =NOWT DIMEN6I0N6 AIRE TO CE DETERMINED Err T# CUSTOMER, r3OTTOM OF ALL f6A6E PLATE6 AIME AT THE 6. i1E ELEVATION (lN.E56 NOTED) 1 1 1 L+LL L+WL 3.1+ 3+ 3.1+ y+ I I y+ y+ I I y+ ALL REACTIONS IN KIPS • ANCPOR 15OL-T SETTING PLAN 0.5K SEIS1"1IC RIGHT MAIN FRAME REACT IONS a LINES 1 4 2 NOTE, IN AR ANGLER AND/©R ANCI"1OR TIE6 ARE 7_T FUliti18NED 15Y U.6,8.1. LOAD !NG LINE 1-2 AXIS 3-1 V LOAD NG 15 14 DL + WL %� V ■ s'.1 K H 1:TK MAX. EJJJ. COLUMN REACTION AT MAN END FRAME LINE 1-2 v DL A 0,4 1.3 WLR 3.2 -5.6 DL -0A 13 ILL (2) A -35 -33 LL 5.8 11.2 LL'L.L (2) -0.1 -15 LL G -5.8 l.1LR (2) 0.1 -15 LULL WLL A -32 -58 U,LR (2) 3.5 -3K, LLL -3.6 8EI8MIC LEFT -3b WIC LEFT -0b -05 0.5 SEISMIC 2,1K 2.t K ti 1 RACED e3AY REACTION e LINE "CA ANC1-401R SOLT DETAIL. 02K K 2.2K 13K 2.5s4 1 0.!'K 1� K 1.5K 11oK O4K 012" K 03K 1 03 K 03"¢ I LULL L"JLR WLL(2) WLR (2 ) 5E181" P1C LEFT } f 02K K 2.2K -1 K 13K 23 g BAK { 0K 1.5K 1.6 K 03K 03K SEISMIC RICA -1T MAIN FRAME REACTIONS £ LINES 3 STEEL LINE BASE ANGLE (RA'I5ET) FIN. FLOOR SECTION II4II STEEL LINE S CTIOCL MFII e�(( STEEL L INE allPti 12124 -. SECTI/,')N 1111 rrr STEEL LINE 4 SECTION "J" s 44" ANCHOR SOLTS SASE TYPE " A I I N) Cl Chaer 4 -1,"° ANCHOR!BOLTS ,5A SE T'1'i N fl C- t-ov7' 7 2-1711A_C+NC1i, AJCHC'sA SASE TYPE "C" N0 C� 4Zoi.+"i' F NEL RECESS SIDEwALL. s?E LINE i3 44" ANCHOR SOLTS BASE T1'FE i1D" -----'Houg1and & Assoc rL Z,►_._C tvC H. A i..>G H tri+., �an has been review No_ RouT UNITED TEL STRUCTURES n Is accepted and appears to -ply with the requirements of: ?7 1 S 0F7WA? E 4CUS 5U 1 ! G DESCRIPTION!: ANCHOR BOLA" SETTING PLAN CUSTOMER: WILLIAMS GAS PPPEL!NE CO LOCATION: PARACHUTE, CO ANCHOR .3CLTS (5Y OTHERS t)13 A8 Atm 1" 1 1/4" 21-2" 2'-44 10 3" 3" 4" 3" 4" CriECK 131' D "'I1 O • FI O,, DATE I35UE 1 2 0 11 DRAWING NO. 628-631A 628-631F FOUNDATION SECTIONS AND DETAILS 628-631E FLOOR REBAR PLAN 628-631D REBAR SECTION "A - A" 628-6310 REBAR PLAN 628-631B ANCHOR BOLT PLAN DWG NUMBER DESCRIPTION REFERENCE DRAWINGS 4 oga MODEL VIEWS TOLERANCES 0 ISSUED FOR CONSTRUCTION 6-24-2002 BWL BH REV. DESCRIPTION DATE BY CK REVISIONS CUTS ±1 /8" ANGLES ± 1 /2° WELD ASS'Y. ±114" PROD. NO. PROD. ID. 7 THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT 1S SPECIFICALLY FURNISHED. Edited by: whope Jun 20. 2002 -- 2:43pm Fle Name: 628-631.d9 G:\Drafiing\628\6001 8 ---Hougland & Assoc This plan has been review [Dade: '1 a plan Is accepted and appears to `np y with the requirements of: x THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 9 APPROVED FOR CONSTRUCTION 6-24-2002 WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION MODEL VIEW SHOP BUILDING DRAWN BWL SCALE N.T.S. DATE 5/31/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. 628-631A 10 11 10 11 DRAWING NO. 628-631 B A R E 1 1/2" PANEL RECESS 45,-3" 45'-0" (BUILDING STEEL) 1 1/2" PANEL RECESS 1/2" PANEL RECESS 21'-0" 7'-4" 6'-4" 7'-4" 1'-0" u Ca- -J J 0 3 • CIL PILING 3D r. CO AB -3ITYP. (2) PLCS. AB -3 7 TYP. (2) PLCS._/ 3 1/2' 21'-7 1/2" (TYP. FOR AB -2 & AB -3) ° TYP. (4) PLCS. AB -2 AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. C/L PILING 0 0 0 `�- AB -1 TYP. (4) PLCS. SEE DETAIL ._#,SHT. 628-631F C 631E 1 -AB -1 TYP. (4) PLCS. SEE DETAIL SHT. 628-631F AB -3 TYP. (2) PLCS. AB -3 /-TYP. (2) PLCS. AB -1 TYP. (4) PLCS. SEE DETAIL SHT. 628-631F AB -1 TYP. (4) PLCS. SEE DETAIL SHT, 628-631F 0_ J CJ ° 0 a 0 31/2' AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 21'.._7 1/2" AB -3 TYP. (2) PLCS. -*—(czt AB -3 TYP. (2) PLCS. AB -1 TYP. (4) PLCS. SEE DETAIL SHT, 628-631F AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -2 TYP. (4) PLCS. TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 3 1/2" a- 3 1/2" - 1/2" PANEL RECESS C/L PILING cn W CNJ w 1 1/2" PANEL RECESS CD 0 J '-0" 21'-7 1/2" 21'-7 1/2" a k 0 0 3'-2 3/8" 3',10 8/8» 3 1/2" (TYP. FOR AB -2 & AB -3) 631 F COCO 'C� 631E C/L PILING 0 J 1'-0" '-0' IR - 6' -4" 2- 2' 25-2' 45' - ANCHOR BOLT AND FILING PLAN 16'-0" 2'-4" Hougland & Asso has been review 7. ajI 4 ; I AB -1 TYP. (4) PLCS. SEE DETAIL SHT. 628-631F 1 1/2" PANEL RECESS TY : .it is accepted and wears to 628-631F FOUNDATION SECTIONS AND DETAILS TOLERANCES 628-631E FLOOR REBAR PLAN 628-631D REBAR SECTION "A - A" 628-631C REBAR PLAN 628-631A FOUNDATION MODEL VIEW DWG NUMBER DESCRIPTION 0 REV. ISSUED FOR CONSTRUCTION DESCRIPTION 6-24-2002 DATE BWL BY BH CK REFERENCE DRAWINGS REVISIONS 1 2 5 CUTS ±1 /8" ANGLES ±1/2° WELD ASS'Y. ±1,/4" PROD. NO. PROD. ID. 7 THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. rr�w Edited by: whcape Jun 20, 2002 - 2:43prn File Name: 1628-631.dwg G 1Qrafting\6284600\ THE HANOVE� COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 8 9 30'-0" (8UlLDlNG STEEL) bl APPROVED FOR CONSTRUCTION 6-24-2002 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE ANCHOR BOLT PLAN SHOP BUILDING DRAWN BWL SCALE N.T.S. DATE 5/31/2002 UNIT NO. REVISION 0 S.O. NO. J-628 APPROVED HF NO. REQ'D RAW I N NO. 628-631 B 10 11 10 DRAWING NO. 678-6T1[, !n11!':Iimma.`- �- 3" CLR. -. 1`-6" (20) SPACES © 12 1/16"± C/C =20'-1 1/2" 1'-6" (20) SPACES @ 12 1/16"± C/C = 20'-1 1/2" 1��. - 3^CLR' ~ Q^ -� 8^ 8~ 8^ / 9^ 1--, (ID` WK -401 MK -405 ' -- -- -- -- -- -- -� -- -- -- �v &` / | -- -� -- | | | ^ . | | -- | � �-_� --| . | -- . | | | -- | . -- -- . | | � ` � . | |--^ . -- . | | �-- � I_ | � / | � � __ � -�__ __ __ __ __ __ __ __ __ ---- __ __ __ __ __ __ __ __ __ __ __ __ __ __ � -�_' "7 �� ~~ N N ° " � " �� " " ° ° , , | ° ° � c-) L__ ----J | . | / CO .-` ' ~ '0-)| | 63 -_-� | | | | | | ��_u --_� | | | MK -406 31F �__ | .,| | , . | 631 __ | . | -_� | /' (27) SPACES @ 11 15/16"± C/C = 26'-10 1/4" | / | | . | --_- | . | MK -402 |L _-_ | L--_ J | | | ���� | | | | w,°~�' r��� | / | ' | . | ' | . | ' ' '_ ---- / | | | / | ---- ----� | | . | ---- . | | L__ ---� __� . | | _ . | | --- . | | L_ - r | . | ' | . | ' ' | . | ^ / | �--- � | . | ----�----|---� MK -406 | . | ` | |' �---' ---� | � // | /' | | | | | | . | / | _-_�| . | . | | / | | | ' MK -402 . --_� | / | . | . | | . | ----HH | . | | . | | . | --- | | WK4O6 | | . MK -402 �---| ---- | ,~. | | | | ----� | | | | . --- | . | . ---- . . | . | | . | . | . | | . | | | | . | | . | :----' | � | | ---- ,� | ----1 | | . --- | | /�` . --- . | . 1 . N\ F ----- 1631 631F 631F | (E | F~'/ . | ir - �__ | __| � |�_- | | _' _| ' - / | . . | . | -�-�] / | | | | | �--- 831F '631 F ,� | � | . | i..) ---- / | - �� D �---� / | |�--' �^ . / | / | | . | / | `�_�r . | / | . |��. / | | ' 0 MK -401 MK -405 �o �� �o ��' " " , " ° � ° | " | '~ ` ^ | , ,| | ^� �- __ , "| --- | | � | ,___| |---' ____|____ �- |---- ---- --- |---- ---- ---- ---- | ____ ____ ___ ___ ____ ___ ____ oz � , | & —Hougland -- This plan has been reviewed co Lr7L:, STEM WALL- REBAR PLAN 10 Date: ���� 'm�_°�~- r The plan Is accepted and appears to 628-631F FOUNDATION SECTIONS AND DETAILS FLOOR REBAR PLAN 628-631D REBAR SECTION "A - 4, 628-631B ANCHOR BOLT PLAN 628-631A FOUNDATION MODEL VIEW DWG NUMBER DESCRIPTION orcrnrmpr ninm^//mpr ,cr cnc/xk.,c u�-\vv//v�o m,�ww�,un*.wqu . APPROVED ��8�����K �����U � " "" " " ",�° = �~�� ��� U����� U�K " ~~� " " CONSTRUCTION 6-24-2002 TOLERANCES 0 REV� ISSUED FOR CONSTRUCTION DESCRIPTION 6-24-2002 DATE BWL BY BH CK 1 nn//rm^/r Mcv//u/x CUTS ±1/8," ANGLES ± 1 /7^ . ,°��`~ . / � WELD ` ±1/4" PROJ. NO PROD. ID. THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURN|SHED, 1 Edited whope Jun 20, 2002 - 2:43pm Fie Nome: 628-631 U � 1323 THE HANOVER COIV PANY East 71st Street ���w~ Tulsa, Oklahoma 741JG N�' SuiteHANOVER RUSSELL 400 (918) 481_ 5800 E��t 71nt Street 741JG WILLIAMSCUSTOMER PRODUCTION RMT CO. PARACHUTE CREEK GAS PLTITLE ANT REBAR PLAN SHOP BUILDING DRAWN BWL DATE 5/31/2002 UNIT NO. REVISION 0 1 3.D, NO. J-628 APPROVED HF NO, REQ'D DRAWING NO. 678_631C 1 2 4 5 6 7 8 9 10 DRAWING NO. 628-631 D 2 10 3" CLR. 45"-3" 20'-1 1/2" 1'-6" 20'-1 1/2" 1 " CLR. 0r 9" MK -601 9" 9" 9" 9" MK -406 MK -801 L CO CO MK -801 MK -802 MK -405 MK -405 MK -602 MK -602 1I MK -406 MK -801 m re) u0 1 MK -601 MK -801 MK -802 MK -405 MK -405 FMK -602 MK -602 MK -406 -. MK -801 SECTION "A -A" • • MK -801 MK -802 Hougland & Associate This plant has been reviewed„ Date: The pian Is accepted and appears to -nply with the requirements of: * ?76/0 1 APPROVED FOR CONSTRUCTION 6--24-2002 628-631F FOUNDATION SECTIONS AND DETAILS 628-631E FLOOR REBAR PLAN ■ 628-631C REBAR PLAN MIN 628-631B 628-631A DWG NUMBER ANCHOR BOLT PLAN FOUNDATION MODEL VIEW DESCRIPTION REFERENCE DRAWINGS 0 ISSUED FOR CONSTRUCTION DESCRIPTION REVISIONS 6-24-2002 DATE TOLERANCES CUTS ±1/8" ANGLES ± 1 /2° WELD ASSY. ± 1 /4" THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. BWL BY BH PROJ. NO. El PROD. ID. Edited by: whope Jun 20, 2002 - 2:44pm File Name: 628-631.dwg G \Drnfting\628\600\ 0 THE HANOVER COM PANY HANOVER RUSSELL 1 323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE REBAR SECTION "A—A" SHOP BUILDING DRAWN BWL SCALE N.T.S. DATE 5/31/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF •• REO ii DRAWING NO. 628-631 D 4 7 9 1 0 11 1 10 11 DRAWING NO. 628-631E 1- 1/2" THICK EXPANSION JOINT 1/2" THICK EXPANSION JOINT 1/2" THICK EXPANSION JOINT 1/2" THICK EXPANSION JOINT 2'-0" i 19'-6 1/2" 2'-0" r 19'-6 1/2" 2'-0" 3" CLR. 3" CLR. (20) SPACES CO 11 7/16"± C/C = 19'-0 1/2" 3" CLR. (20) SPACES @ 11 7/16"± C/C = 19'-0 1/2" _ 3" CLR. f_L CP 0 (_)• , . . . (28) SPACES 11 7/8"± C/C = 2T-8" - as T— T7 TT T-1- I T 1 T T-1 — 1---1- TT F-1- TN T-7— T-1 �-1 H --t� 1___i_ I 1 --t —t l -h-- I— J 1—� 1.___i_ _ ti J--- 1___i_ 1—� 1 I — 1 I I —1-- 4 -t 4 I t-1 4 1_ (m c -- -.— _i_ _L___1_ —1 -- _i -i— ^ — — —J _l_____1_ — —1_— —1 631F 631F 1 1 I 1 1 1 1 1 1 1 1 1 . I II I I 1 1 1 I I I -r 1 li 1 1 1 .. r I- 1- 1- r -r -r-1 4 1-1----1- 4-I-44 1 - - 1-1 1- I--- r 1- 1 1 -t 4 _ -r- 4--4 i -I- 1r- 1--4 I - I 1 44- ---1 -1-4--1- 1 1 1 1 ----1 1 - 1 I 1 -----I 1 1 1 1 1 1 11 1 -T I -Ti- 4 1-4 T -r -T 1 -T-r T -1 1 1 rl- 1-1 - 1 1 1-� 1-1- 4 I T 1 -I-1- 1- -� - 1 - -I- 1 - -I-- 1 -I- 1 - .- -I-4 ---- -k-- 1 --- -- -1--I- 1 1 - -I- 1 - 1 I I1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 11 .. I-- I 4-4 4 1 1-4 1 4 1-4 -1- 4 1 4 L 1 --]-4 LJ_LJF -I- - -1-4 1L-1 1 1 - L- L ] L _I L___ _ I 1 1 I - - _1__ I 11 --1- C F7--T-7--T T- 7 _._..._.T7 -T - 7-1 Fl T -77 1 7- T7 -I _ Ty--I-T -1 o o H4 Li - -- 4 LJ- - - -I-4- Li- 4 J - -F-4 - - 4-4 - -1-H IA H 4 Li_ - -F- I 4 L.-1.... -F-4 - -F---E LJ 4 - I -*--1 -1 1 I1 I I 1 1 _.LJ I __LL 1 1 1 1 1 __L 11 _I_ _LA I Tr T 7 17 T T-1 1-7 T7 Fl T -1- -i- 1 L-l-- # LI_ 1 - ___. -H- - 1 -. -h---1-- I -I- L - ---1----i--i- 1--d- 1 A- - 1 - 4 1 -H-1- I I d -1- -1---1-1- L --- 1111 --L --1-_J_- 1 -Li-- 1 1 1 -L 1 -1_ 1 1 ___._._I_. 1 -.. I I I 1 1 1-1 1 1-1 1---1 ' I- 1 1-1-- t-li- L _ 1-1---# 1- 1____1_ t-----[. - I 1---'1- 4 -1- 4 t L 1- L4 1 J_____1_ t---1- -1----t 47_14 1-4- 1 EE --� - - -1.- - - _ - - -1 -_ -- I -- tom► E 631F ' 631F 631E — — b 1--44--44-1-44--44-I-44-l- 1r --1- ti- t 1 fi � 1-'I I- 1-1 1- - t- I t- -t - 1 -t t -t 4 - -1- d . I1 1 11I .-- -1 1- 1 I -1 1 --- 1 1 -1--I- - -4 1 1 11 I I 1 - I 1 1 I I -1 I 1 -, 631F I -- .631 F 1----t-1-1 L m I 4 - 1-4 --1- 1--r1---1-1 4 4-1_1--1 I 4 1--i--1- 4 1 4 1 -1-1- -r-.......(,7 1 4 4 1 I fil- 1 I- -----k -- 0,_,L d 0oLL— 1 -. -- L - 1 - 1 - -I-1 JL --- - L--LL - -1--1 ,.o - LJL 1 - -1-1 I - -1- - L_ - --L - -I- 1 - — —L _#—LL— ,„ -1_1 _ _ 00_, 5 MK -403 MK -404 MK -403 MK -404 & As, `��/ .----Hougland � This plan has been revi -� ed FLOOR REBAR PLAN Date 0 The plan Is accepted and appears to t. ::91'�y 1RWI LII IYrUUIIi1111GRR VI. APPROVED FOR CONSTRUCTION 6-24-2002 628-631F FOUNDATION SECTIONS AND DETAILS TOLERANCES 628-6310 REBAR SECTION "A - A" 628-631 C REBAR PLAN 628-6318 ANCHOR BOLT PLAN CUTS ±1/8 ANGLES ±1/2° WELD ASS'Y. ± 1/4" THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 628-631A FOUNDATION MODEL VIEW 0 ISSUED FOR CONSTRUCTION 6-24-2002 BWL BH DWG NUMBER DESCRIPTION REV, DESCRIPTION DATE BY CIC PROD. NO. 2 REFERENCE DRAWINGS 4 REVISIONS PROD. ID. Edited by: whope Jun 20, 2002 - 2:44pm file Name: 628-631.dwq c:\Drafting\628\6O0\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 U OM WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FLOOR REBAR PLAN SHOP BUILDING DRAWN BWL SCALE N.T.S. DATE 5/31/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. 628-631E 7 9 10 11 9 10 11 DRAWING NO. 628-631 F 1 1/2" T.Q.C. EL. 100'-0" AB -1 SEE DETAIL THIS SHEET 4•. • 4 4 '.4 • 4 "b 4 4 e4 1/2" THICK (TYP) EXPANSION JOINT MATERIAL BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY (SEE NOTE #7) r 2" V01D FORM UNDER STEM WALLS ONLY. TYPICAL GRADE ELEVATION 3" (3) SPACES @ 10" C/C = 2'-6" MK -401 A 1 /2" THICK (T)P) EXPANSION JOINT MATERIAL !MK -402 l MK-406 MK -405 631 Ey -41 MK -601 -h J MK -602 3� CLR. 2" VOID FORM UNDER STEM WALLS ONLY. SECTION "B -B" TYPICAL LONGITUDINAL WALL SECTION 2'-0" (2) SPACES 0 9" C/C = 3" CLR. 1'-6 MK -801 (OUTSIDE BARS) MK -802 (INSIDE BAR) 1/2" THICK (TYP) EXPANSION JOINT MATERIAL MK -4W MK -405 I cn uJ MK -402 MK -406- A 631` MK -801 MK -802 MK -801 rrr/ r,l ,: '> ' SECTION "C -C„ TYPICAL LATERAL WALL SECTION 2" VOID FORM UNDER STEM WALLS ONLY. A 631D 31D A 631D MK -601 (OUTSIDE BAR) MK -602 (INSIDE BAR) 628-631E FLOOR REBAR PLAN 628-631D REBAR SECTION "A - A" 628-631C REBAR PLAN 628-6318 ANCHOR BOLT PLAN 628-631A FOUNDATION MODEL VIEW DWG NUMBER DESCRIPTION REFERENCE DRAWINGS 1 1/2" GRADE EL. 99'-6" DO NOT TRIM CONCRETE FOR PANEL RECESS (WALK-THRU DOOR AREA ONLY) 1,-0" 2 1/2" 2" VOID FORM UNDER STEM WALLS ONLY. SECTION "D -D" TYPICAL OVERHEAD DOOR SECTION BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) tol 2" VOID FORM UNDER STEM WALLS ONLY. SECTION "E -E" TYPICAL WALK-THRU DOOR SECTION (2) PLACES BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) TYPICAL FLOOR SECTION DETAIL "AB -1" SCALE: 1" = 1'-0" TYP. (24) PLCS. MK -403 TOLERANCES CUTS ±1/8 ANGLES ±1/2' WELD ASS'Y. ±1/4-" THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 ISSUED FOR CONSTRUCTION 6-24-2002 BWL BH REV. DESCRIPTION DATE BY CK PROJ. NO. REVISIONS PROD. ID. Edited by: whope Jun 20, 2002 - 2:44pm FIe Nome: 628-631.d+«g G \ aftinq\628\600\ 7 GENERAL NOTES: 1. A -BOLT BEND RADIUS - A -BOLT BEND RADIUS - 2. ANCHOR BOLT MATERIAL R = 3D ( 1"0 AND SMALLER ) R = 40 ( LARGER THAN 1 "0 ) - A36 3. REBAR MATERIAL - ASTM A-615 GR. 60 A B I' C lel MARK SIZE NO READ SHAPE NO. DIMENSIONS A 0 LENGTH EAC H 401 4 12 6 44' -9" 44,-9" TOTAL LENGTH g 537' 402 #4 21 6 29' -9" 29'-9" 625' 403 #4 42 6 27'-8" 27'-8" 1162' 404 #4 58 6 19'-0 1/2" 19'-O 1/2" 1105' 405 #4 84 1 2'-6" 6'-6" 546' 406 #4 84 1 2'-6" 1'-6" 3" 8'-6" 714' 601 #6 44'-9" 44'-9" 90' 602 #6 4 6 20'-1 1/2" 20'-1 1/2" 81' 801 #8 29'-9" 29'-9" 1 79' 802 #8 3 6 26'-10 1/4 26'-10 1/4" 81' AB -1 3/4"0 24 SEE DETAIL AB- 1 AB- 2 5/8"o 8 AB -3 1/2"o 28 TOTAL MATERIAL REQUIRED DESCRIPTION 49.3 Cu. YDS. CONCRETE, 4000 PSI 0 28 DAYS 24 EA. 8 EA 28 E.A. 4689 L.F. 171 L.F. 260 L.F. 191 L.F. 260 S.F. ANCHOR BOLTS, 3/4"0 x 2'-2" LC. W/9" HOOK 3" THRDS. ONE END & (1) NUT & WASHER. PHILLIPS REDHEAD OR EQUAL 5/8" 0 W/ 2" PROJ. LENGTH PER FIELD PHILLIPS REDHEAD OR EQUAL 1/2" 0 w/ 1" PROJ. LENGTH PER FIELD REBAR, #4 REBAR, #6 REBAR, #8 1/2" THK, x 6" WIDE EXPANSION JOINT MATERIAL.. 2" VOID FORM GENERAL NOTES FOR CONCRETE 1. ELEVATIONS SHOWN ON FOUNDATION DETAIL DRAWINGS ARE TYPICAL AND ARE RELATIVE TO ADJACENT FINISHED GRADE. 2. CONSTRUCTION SHALL BE fN ACCORDACE WITH ACI., LATEST EDITION. 3. REINFORCEMENT BARS SHALL BE GRADE 60. 4. ALL REINFORCEMENT BARS SHALL BE BENT COLD. 5, CHAMFER ALL EXPOSED EDGES 3/4" ©i 45`. 6. MATERIALS QUANTITIES DO NOT INCLUDE SPLICES, EXCESS CONCRETE, ETC. 7. BACKFILL SHALL BE APPROVED GRANULAR MATERIAL FREE OF DELETERIOUS MATERIALS. COMPACT IN NINE INCH LIFTS TO 95% OF MAXIMUM DRY DENSITY PER ASTM -D-698 (STANDARD PROCTOR). 8. CONCRETE SHALL HAVE A MINIMUM 28 DAY BREAKING STRENGTH OF 4000 PSI AND SHALL BE TYPE 1 OR 1A. 9. UNLESS NOTED OTHERWISE, ALL REINFORCEMENT SHALL BE 3" CLEAR FROM ALL JOINTS AND SURFACES. Hougland & As This plan has been reui Date: 57;e5-1ti)( The plan Is accepted and appears to rly with the requirements of: 77,6107 THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 MATERIAL A-36 A-615-60 A-615-60 A-615-60 APPROVED FOR CONSTRUCTION 6-24-2002 [i CUSTOME WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION SECTIONS AND DETAILS SHOP BUILDING DRAWN BWL SCALE N.T.S. DATE 5/31/2002 UNIT NO, REVISION 0 5.0. NO, J-628 APPROVED HF NO. REQ'D DRAWING NO, 628-631 F 10 11 G 8" Q . 777 a; a 4•' • . • d e4 a . a A O 2 1/2" 2" VOID FORM UNDER STEM WALLS ONLY. SECTION "D -D" TYPICAL OVERHEAD DOOR SECTION BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) tol 2" VOID FORM UNDER STEM WALLS ONLY. SECTION "E -E" TYPICAL WALK-THRU DOOR SECTION (2) PLACES BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) TYPICAL FLOOR SECTION DETAIL "AB -1" SCALE: 1" = 1'-0" TYP. (24) PLCS. MK -403 TOLERANCES CUTS ±1/8 ANGLES ±1/2' WELD ASS'Y. ±1/4-" THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 ISSUED FOR CONSTRUCTION 6-24-2002 BWL BH REV. DESCRIPTION DATE BY CK PROJ. NO. REVISIONS PROD. ID. Edited by: whope Jun 20, 2002 - 2:44pm FIe Nome: 628-631.d+«g G \ aftinq\628\600\ 7 GENERAL NOTES: 1. A -BOLT BEND RADIUS - A -BOLT BEND RADIUS - 2. ANCHOR BOLT MATERIAL R = 3D ( 1"0 AND SMALLER ) R = 40 ( LARGER THAN 1 "0 ) - A36 3. REBAR MATERIAL - ASTM A-615 GR. 60 A B I' C lel MARK SIZE NO READ SHAPE NO. DIMENSIONS A 0 LENGTH EAC H 401 4 12 6 44' -9" 44,-9" TOTAL LENGTH g 537' 402 #4 21 6 29' -9" 29'-9" 625' 403 #4 42 6 27'-8" 27'-8" 1162' 404 #4 58 6 19'-0 1/2" 19'-O 1/2" 1105' 405 #4 84 1 2'-6" 6'-6" 546' 406 #4 84 1 2'-6" 1'-6" 3" 8'-6" 714' 601 #6 44'-9" 44'-9" 90' 602 #6 4 6 20'-1 1/2" 20'-1 1/2" 81' 801 #8 29'-9" 29'-9" 1 79' 802 #8 3 6 26'-10 1/4 26'-10 1/4" 81' AB -1 3/4"0 24 SEE DETAIL AB- 1 AB- 2 5/8"o 8 AB -3 1/2"o 28 TOTAL MATERIAL REQUIRED DESCRIPTION 49.3 Cu. YDS. CONCRETE, 4000 PSI 0 28 DAYS 24 EA. 8 EA 28 E.A. 4689 L.F. 171 L.F. 260 L.F. 191 L.F. 260 S.F. ANCHOR BOLTS, 3/4"0 x 2'-2" LC. W/9" HOOK 3" THRDS. ONE END & (1) NUT & WASHER. PHILLIPS REDHEAD OR EQUAL 5/8" 0 W/ 2" PROJ. LENGTH PER FIELD PHILLIPS REDHEAD OR EQUAL 1/2" 0 w/ 1" PROJ. LENGTH PER FIELD REBAR, #4 REBAR, #6 REBAR, #8 1/2" THK, x 6" WIDE EXPANSION JOINT MATERIAL.. 2" VOID FORM GENERAL NOTES FOR CONCRETE 1. ELEVATIONS SHOWN ON FOUNDATION DETAIL DRAWINGS ARE TYPICAL AND ARE RELATIVE TO ADJACENT FINISHED GRADE. 2. CONSTRUCTION SHALL BE fN ACCORDACE WITH ACI., LATEST EDITION. 3. REINFORCEMENT BARS SHALL BE GRADE 60. 4. ALL REINFORCEMENT BARS SHALL BE BENT COLD. 5, CHAMFER ALL EXPOSED EDGES 3/4" ©i 45`. 6. MATERIALS QUANTITIES DO NOT INCLUDE SPLICES, EXCESS CONCRETE, ETC. 7. BACKFILL SHALL BE APPROVED GRANULAR MATERIAL FREE OF DELETERIOUS MATERIALS. COMPACT IN NINE INCH LIFTS TO 95% OF MAXIMUM DRY DENSITY PER ASTM -D-698 (STANDARD PROCTOR). 8. CONCRETE SHALL HAVE A MINIMUM 28 DAY BREAKING STRENGTH OF 4000 PSI AND SHALL BE TYPE 1 OR 1A. 9. UNLESS NOTED OTHERWISE, ALL REINFORCEMENT SHALL BE 3" CLEAR FROM ALL JOINTS AND SURFACES. Hougland & As This plan has been reui Date: 57;e5-1ti)( The plan Is accepted and appears to rly with the requirements of: 77,6107 THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 MATERIAL A-36 A-615-60 A-615-60 A-615-60 APPROVED FOR CONSTRUCTION 6-24-2002 [i CUSTOME WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION SECTIONS AND DETAILS SHOP BUILDING DRAWN BWL SCALE N.T.S. DATE 5/31/2002 UNIT NO, REVISION 0 5.0. NO, J-628 APPROVED HF NO. REQ'D DRAWING NO, 628-631 F 10 11 G