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HomeMy WebLinkAboutPlans2 PAWING NO. 628-1 10A GRID REFERENCE POINT ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. ra-•- - �rr ta-a-i-rrrtr i-- 1 5437--t a r- -■-r- _ 111-11111M)-111-0-1=1111-6-111 r-! r r-rr1111-r-r- 1 l4 42 VEHICLE ACCESS GATE (FIELD LOCATE) aMW . ■_a — WWW* -0 542 C/L PLANT ENTRANCE DRIVEWAY 18' CULVERT UNDER DRIVEWAY 1=71-- aI CD rrPROPOSED ROAD J LOCATION M2 541 ribilmay Lw wA 5, 2D0-0 1 0 r Rrf S. 300'-0", ED ED e e if A ill Ain „RA:' hu Iu11 sr..�rA 1•__+r+ Ilii lil 11111 iawr --1 :} 7 r , .... .fr r A i / T,. ., '' '" ,, /:, d20 ,/............... 2='="'"'''''`'`r - 4i• 5423.542 541 42 541b 541 541 ■ J 1 4 S. 500'-0' S. 700'-0 ar rr y roti ar VEHICLE ACCESS GATE (FIELD LOCATE) EXISTING SEWER UNE (ABANDONED) OVERHEAD POWER ONES (TO BE RELOCATED) APPROVE FOR CONSTRUCTION 05/23/2002, TOLERANCES REV OFFICE ELEV. ADD TANK TERMS 6/5/02 HOA OA 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. 0 ISSUE FOR CONSTRUCT 5/23/02 OA OA DWG NUMBER DESCRIPTION REV DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:38am Tk xmne; 628-110.bq 01111, I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71 st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN DRAWN HDA SCALE DATE 5/13/02 UNIT NO. REVISION 1 S.O. NO. APPROVED GW NO. REOD DRAWING NO. 628-110A 1 I 2 3 4 1 5 6 7 8 9 DRAWING NO. 628-11 OB GRID REFERENCE POINT 5. 126'-O' C/L DRNEWAY 5, 100'-0' 5. 2 ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. 0 0 11-1111-0-11-1•11=-11-11 1111-1F-111-11 437 -'CRAWL PARKING 5433' -" 5431 S. 242'-0' ROC x 45' (1NSIOE) EARTH DERM FLOOR ELEV. = 5424' S. 284'-0' T/0 BERM ELEV. = 5426' BERM SIDES = 1-1 SLOPE 5. FUTURE ,...---- PROCESS /PR S AREA / i / .- S, 338.-0. / 0 -f-.-�1 -. ■�.-.- -.-tom ..-irIIIrirFr �ya■■r •. 426--77'`/ '! S. 13.-0" HEAfiER AREA O W s4� VEHICLE ACCESS GATE (FIELD LOCATE) 0 S 79'-0`11 I, -r I,- -1* • r--5423r- S- 400'-0' EXISTING PAYED ROAD S. D0.-0" 5 6Jf -0" S. 700.-0 /1---' -5423 TRUCK LOADING AREA S. 401'-O' 541 5416 / 54157,/ 5414 541 r-541 2 .5421 �-- S. 465-0. f VENT / STACK RESIDUE,` METERING ARES ■ S. 375'-0' ( f / / ------ii ' / y r ■ SLOPE 00AN S. 561' -0 - S. 573'-0" 165' \65' x 80" {INSIDE) EARTH BERM NORTH FLOOR ELEV. = 5412' SOUTH FLOOR ELEV. = 5411' T/0 BERM ELEV. = 5413' BERM SIDES = 1:1 SLOPE 4t� / • VEHICLE ACCESS GATE (FIELD LOCATE) PREVAILMIG SUMMER IYIHD 1 ON-SITE, NATIVE SOILS FREE OF DELETERIOUS MATERIALS. ORGANICS AND PARTICLES OVER 6' DIAMETER MAY BE USED FOR NON-STRUCTURAL FILL. 2. MAKiMUM SLOPE SHOWN IN GRADED AREAS IS 3:1 APPROVED FOR CONSTRUCTION 05-23=2002. TOLERANCES REVISED TO ADD TANK BERMS 6/6/02 HDA HDA 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 ISSUE FOR CONSTRUCTION 5/23/02 HDA HDA DWG NUMBER DESCRIPTION EV DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS 3 4 REVISIONS PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:35am Fie Nene: 628-110.* G:\Daa1103\628\100\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 6 7 9 JCUSTOMER ITLE DRAWN HDA WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT GRADING PLAN DETAILS AND NOTES .O. NO. SCALE 1 "=40' DATE 5/13/02 UNIT NO. REVISION 1 APPROVED GW NO. REO "D 10 DRAWING NO. 628-1106 11 2 9 10 11 DRAWING NO. 628-632A 628-632H FOUNDATION SECTIONS AND DETAILS 628-632G FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" MODEL VIEW •riougiand & AssO s -- .tan has been review ;le plan is accepted and appears to ;,ply with the requirements of: APPROVED FOR CONSTRUCTION 6-20-2002 628-632E STEM WALL REBAR PLAN 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN TOLERANCES 628-632C ANCHOR BOLT PLAN 628-632B PILING PLAN 628-329 FABRICATION DETAILS (TK -852) CUTS t1/8" 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. 628.604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 — 1:47pm Fie Name: 628-632.* 0 \Dra#tin028\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION MODEL VIEW AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. 628— 632A 3 4 6 7 8 9 10 11 10 1 1 DRAWING NO. 628-6328 1 60'-3" 0/0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E DWG NUMBER FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION REFERENCE DRAWINGS PILING PLAN TMIs plan as been revlewe " Date: 7,1''' The plan is accepted and appears to comply with the requirements of: 'c APPROVED FOR CONSTRUCTION 6-20-2002 TOLERANCES 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH REV. DESCRIPTION DATE BY CK REVISIONS 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. PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 - 1:46pm File Name: 628-632.dw9 f; Iiimtiinn169R16tl111 II COMPANY THE HANOVER HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE PILING PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 L)NIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. Fi9R-6.-i7R 4 6 7 9 10 11 l'-0" 19'-1 1/2" 20'-0" 19'-1 1/2" 1'_0" 13'-4 1/2" 5'-9" 15'-3" 4'-9" r FZ, r' r - r= Z G7 1-r r F i t= Z G7 r -�- Z G? r r c-,' C/L PILING o C/L PILING 0 C/L PILING FOR SKID SLEEPER "SEE DWG. 628-604A/B/C/D/E DETAILS Q i 0 C/L PILINGS fl o a 1 4 FOR SKID SLEEPER DETAILS "SEE DWG. 628-604A/B/C/D/E FDR SKID SLEEPER DETAILS /SEE DWG. 628-604A/B/C/D/E o o a a a o FOR SKID /SEE DWG. SLEEPER DETAILS. 628-604A/8/C/D/E C/L PILINGS C/L PILING C/L PILING o� o C/L PILING z = U 8'-4 1/2" co z a U 10'-9" C/L PILING 2i ' U 12'-0" z ri U 4'-9" z o_ U 19'-1 1/2" 20'-0" 19'--1 1/2" & - gland .associates." 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E DWG NUMBER FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION REFERENCE DRAWINGS PILING PLAN TMIs plan as been revlewe " Date: 7,1''' The plan is accepted and appears to comply with the requirements of: 'c APPROVED FOR CONSTRUCTION 6-20-2002 TOLERANCES 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH REV. DESCRIPTION DATE BY CK REVISIONS 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. PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 - 1:46pm File Name: 628-632.dw9 f; Iiimtiinn169R16tl111 II COMPANY THE HANOVER HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE PILING PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 L)NIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. Fi9R-6.-i7R 4 6 7 9 10 11 1 DRAWING NO. 628-6320 10 1/2" PANEL RECESS 1 1/2" PANEL RECESS 0'-3" 0/0 60'-0" (BUILDING STEEL) 1 1/2" PANEL RECESS 3 1/2"" 4'-9 1/2" 14'-0" 22'-8" 14'-0" 4'-9 1/2" 4'-7 1/2" 2" 36' -fl" (BUILDING STEEL) 1 r— 'CO 2" '-0"4" 6'-8" C-4" 6'-8" 4" 1'-0" 2" 2" 4'-7 1/2" 3 1/2" I( AB -37 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. c, CO rry N 00 AB -3 TYP. (2) PLCS. ato AB -2 TYP. (4) PLCS. 147 AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. U— (.44 4'-10 5/8" AB -4 TYP. (4) PLCS. AB -3 TYP. (2) PLCS. 45' (TYP.) 7'-7 1/4" L ul (N t0 5'-9 1/2" -8 3/4" AB -2 TYP, (4) PLCS. a CO Ps r 00 AB -2 TYP. (4) PLCS. CO AB -4 TYP. (4) PLCS. (TYP. ) "_'� AB -2 TYP. (4) PLCS, AB -3 TYP. (2) PLCS. 4" (TYR ) 5'-11 1/2' 6' - AB -3 TYP. (2) PLCS. 1'-8" AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 4'-4" 1'-8" AB -1 TYP. (4) PLCS. 9'-8" AB -1 TYP. (4) PLCS. -8" AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 4.-4" 48'-3 5/8" 4 1/81 3'-O" AB -3 TYP. (2) PLCS. 8'-7 1/4" 4" (TYP.) 4 1/8" 8'-11 3/8" 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A ANCHOR BOLT PLAN 628-632E STEM WALL REBAR PLAN 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS REVISIONS 4 _ 3 1/2' (TYP ---Hougland & Assoc This plan has been review Date: The plan Is accepted and appears to comply with the requirements of: I y7U5 aco TOLERANCES CUTS ±1/8" ANGLES ± 1 /2` WELD ASSY. ± 1 /4" PROD. 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 FURNISHED. Edited by: whope Jun 19, 2002 - 1:45pm File Name: 628-632.61N G\oofting\628\600` THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 APPROVED FOR CONSTRUCTION 6-20-2002 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE ANCHOR BOLT PLAN AMINE BUILDING DRAWN ESWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 S.O. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-6320 10 11 10 11 DRAWING NO. 628-632D 0 a 60'-3" 0/0 4'-0 1/2" 21'-0" 1,-0" 1'-0" 20'-9" 4°-1 1/2" CV i `.0 1 -,-.,` 01 TK -814 iii fdTO 0 SET TK -852 PRIOR POURING FLOOR n ° a ° ° T.O. GROUT EL. 100'-1" p\� r //2„ 4'-0 1/2" _'_ Z = c) LJa ia_Q J En CADRAIN LINE EL 91'-1 3/4" a © W .-- 6'-6 1/4" f L- FOR SKID SLEEPER /SEE DWG. 628-604A/B/C/D/E DETAILS 19'-6 3/4" FOR SKID SLEEPER "SEE DWG. 628-604A/B/C/D/E 16'-6 3/4' DETAILS FILL INSIDE GROUT WITH SAND OF PAD 6 -1 1/2" TRIM GROUT 1/2' CLEAR SIDEEACH OF EXPANSION JOINT i, TK -812 T.O. GROUT EL. 100'-1' C/L DRAIN LINE EL 91'-3 3/4'n SLOPE DRAIN LINE ° _ CA DRAIN LINE EL. 96'-6" 1/8" PER FOOT _ 0 1 TRIM GROUT m 1/2" CLEAR EACH SIDE OF EXPANSION JOINT CA DRAIN LINE EL. 96'-D 5/8" `D F'S . T.O.DRAIN CUP EL. 99'-10 3/4" - LJTYPICAL U (3) PLACES SEE DETAIL "0", DWG. 628-632H `. l a a � FOR SKID SLEEPER DETAILS SEE DWG. 628-604A/B/C/D/E 632H 632H FOR SKID SLEEPER DETAILS SEE DWG. 628-604A/B/C/D/E a a o a a 632H i I 632H FILL GIROUTEPAD F `r' i " WITH SAND y x''. , T.O. GROUT EL. 100'-1'-Ij` • y�I ALJ a � 3 1/4" \-T.O. GROUT EL. 100'-1" 6 3/4" InT.O. T.O. GROUT EL. 100`-1" _ GROUT EL. 100'-1" T.O. GROUT EL. 100'-1' 0 o T L 2'-0 3/8" 1'-8" • •T Qo T.O. GROUT EL. 100'-1 " �. • • • 4'-0 5/8" 1'-8" 3'-7 7/8" 1'-0" 1'-0' 14'-0" 12'-0' 1'-6" i., T-11" 1'-8" 13'-6 3/4" 6'-6" DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 10" 4'-8" 10" 2'-5 1/2" —Mougland & Ass-oci This plan has been reviewed Date: The plan is accepted and appears to comply with the requirements of: 'Thoc "i ?"-c ger( C.1 ,ffrr ter - APPROVED FOR CONSTRUCTION 6-20-2002 A B c E F 628-632E 628-632C 628-632B 628-632A 628-329 628-604A/B/C/D/E DWG NUMBER REFERENCE DRAWINGS 4 3 STEM WALL REBAR PLAN ANCHOR BOLT PLAN PILING PLAN FOUNDATION MODEL VIEWS FABRICATION DETAILS (TK -852) FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION TOLERANCES CUTS t 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. +0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL DATE 5 DESCRIPTION REVISIONS r BH BY CK PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 -- 1:44pm Re Name: 628-632.dwg G:\DraIting\628\6O0\ THE HA\OVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 USTOME WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE DRAIN PIPING, GROUT, AND SKID SLEEPER PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. ,DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J - 628 APPROVED HF NO. REQ'D 6 7 r 8 9 10 DRAWING NO. 628-632D 11 G 6 10 DRAWING NO. 628-632E " CLR. 60'-3" 0/0 (2) SPACES 9" C/C = 1'-6" (18) SPACES © 11 3/4"± C/C = 17'-7 1/2" (2) SPACES 0 9" C/C = 1'-6" (19) SPACES @ 11 11/16"± C/C = 18'-6" (2) SPACES D 9" C/C = 1'-6" (18) SPACES @ 11 3/4"± C/C = 17'-7 1/2" (2) SPACES 9" C/C = 1'-6" 3" CLR. -J CJ M Le) MK -403 I- T 1`'— L G 1 I F-1 I I I I r-1-1 P I I --I- � I I - —I— - L _ - L__J L__J L__J L__J L__J L__J L__J r -' r I L 1- 1 6�. MK -601 MK -402 L_—L r 1- 1 L - L _ L__L L I -T -T - T -1 -1 -I L I I I -t -1 -7 I -I J T1 r _ T T 1 L_ L_ L_ L_ - J L__J L__J L L J -T -r T T -1- -L _ _ L - 1 L L L L L - L L I J J L L L 1 L_ 1 r T 1" T r r r r --- L_ L _ I_ I I r Y T ..J... _ _L _ 1...,.....1. 7- "r _ r F- I 1 L _L__1,_,.. _L_ _I I I -1 -'1 ®L. 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 628-604A/B/C/D/E FABRICATION DETAILS (TK -852) FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS REVISIONS 4 TOLERANCES CUTS ±1/8" ANGLES ± 1 /2° WELD ASSY ±1 /4" PROD. NO. PROD. ID. MK -403 MK -601 MK -402 —Hougland & Associ — This pian has been reviewe«�1���� Date: `.74-O `L The peen 1s accepted and appears to compey with the requirements of: '? 7 6 APPROVED FOR CONSTRUCTION 6-20-2002 THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT 15 SPECIFICALLY FURNISHED. Edited by: whope Jun 19, 2002 - 1:42pm File Name: 628-632.dwg G \Dralting\628\600\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION a S.O. NO. 3-628 APPROVED HF NO. REQ'D DRAWING NO, 628-632E 9 10 -.111116. 11 10 11 DRAWING NO. 628-632F 3" CLR. 60'-3" 0/0 (4) SPACES 0 4 1/2" C/C = 1'-6" (18) SPACES 0 11 3/4"± C/C = 17'-7 1/2" (4) SPACES 4 1/2" C/C = 1-6" (19) SPACES 0 11 11/16"± C/C = 18'-6" (4) SPACES 0 4 1/2" C/C = 1'-6" (18) SPACES (3 11 3/4"± C/C = 17'-7 1/2" (4) SPACES 0 4 1/2" C/C - 1'-6" 3" CLR. c -J 15/16'± C/C = 32'-10 1/4" (33) SPACES @ 11 �- MK -401 MK -602 MK -401 MK -401 co 2 cJ M (0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632E STEM WALL REBAR PLAN MK -602 STEM WALL REBAR SECTION "A -A" /MK --402 MK -902 MK -901 --Houg1and & Associals�-- This plan has been review Date: to The plan Is accepted and appears�, comply with the requirements of: s APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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- 604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS R EV I S I 0 N' PROD. NO, PROD. ID. Edited by: whope Jun 19, 2002 - 1:41pm File Nome: 628-632.dwg G:\Dratting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 UTOMER WILLIAMS PRODUCTION RMT CO, PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR SECTION "A -A" AMINE BUILDING DRAWN BWL SCALE N.T.S. 'DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-632F 4 7 9 10 11 - - - r- -r r_-1_ - r--- L I-. - r` -1- L -L I- L_ -I - -7 - 1 -L --I - -1 - T - -r - --7- - T - -r -- I I 1 I I J J _1 _L J. T - ri--11 - T - T - r- - 1 - - 1- - 1- - f--- c I- - -1- -1 1 - r -J -J -J- L -L -1--_L_ 1 1 I I -J 1 - 1 - T - T - T J J J. J _L - -r - _L _ T - - T 7 r TIT - Tr - T - 1-- - 1- - T 7- - T - r- - td- L-_ 1^_ 1._. - L... -L L_ I I 1 1 i 1 I 1 I I -1 1 -I _ J-_-_J._-,.1....-_L.^.-L-1 7 T r TIT 1 F g 4 MK 603 MK 604 r1-1-11 IIII -,' rn�11 rl-�1 11 rr�1�11 II rani 11 I c rc,--,,D D 1 1 D �� I I I- 7171 632H 632H) r F-1 1 632H 632H r Fl -i1 632H r TIT 1 III 11 II rr1-11 rT71 r1-1-11 r1 -I-11 111 11 11 r>-Im1 rF-1.1 r1 -I-11 rr-I-11 III MK -902 1 1 1 r .i _ —"11 _ >-I-11 1-1-1-11 11'1 11 1 rri- ---1- r-1-11 rFli1 -MK-402 - - - - _ _ _ MK -902 -I -1- ---- 11121111= MK -901 MK -901 ---- _ MK -902 _' 1_ I 111 11 1 MK -901 ---_ ---- - ----1 1 ----- 1 -- - - ---- ----7- MK -402 ---- ---- ---- MK -402 --- - 1 J I I I I I I 1 _ 1 __L_ LL_JJ _Li] I L_1J- 11 1 1 1 1 11 L -1J_ L_J.J___ 1 -- 11 1 1 1 1 41 L ill. J 1 L..1J LLI_J LL__ I 1 1 1 I 1 1 11 L -Ll_ LLJJ LLI- J LL_1J 1 11 1 11 I I 11 LLIJJ LLJJ LLIJJ LLJJ I 11 1 11 I I 632H 11 LLIJ.J LLJJ LLI_1J LL_1J I I11 11 11 1 I 11 LLIJJ LLJJ LLIIJ LLJJ I III ED = II II I I II I LLIJJ 2i LL_IJ LLIIJ LLJJ I III 11 III I II I L LIJ. J MK -401 L L -1 J r MK L LII MK L L J 1 [ MK -604 1 1 -401 %� MK -603 1 -401 MK -604 [ 1 I I 1 1- r T- r- 1 r 1 I 1 I I 1 1 1 T T -I L T T- T jy iT - i_ 7- t !I 1 -1 -T T T T T J '- -r- - T- - T`- T - I- - I- l 1 1 I 1 1 -7 -1 -r T - 1 L - _ L - L. - L I- t 1 1 1 I J .�I - : - J. - J - l _ .1 - _3.. - - - .._L - L - J - L —J_ .L— I L — L L_ 1 1 1 1 J .J �J _..L -L J J _L J_ _l_ J L .L... — L.... L... L_.. I— 1 I I I I J —..I _...J _...i co 2 cJ M (0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632E STEM WALL REBAR PLAN MK -602 STEM WALL REBAR SECTION "A -A" /MK --402 MK -902 MK -901 --Houg1and & Associals�-- This plan has been review Date: to The plan Is accepted and appears�, comply with the requirements of: s APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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- 604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS R EV I S I 0 N' PROD. NO, PROD. ID. Edited by: whope Jun 19, 2002 - 1:41pm File Nome: 628-632.dwg G:\Dratting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 UTOMER WILLIAMS PRODUCTION RMT CO, PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR SECTION "A -A" AMINE BUILDING DRAWN BWL SCALE N.T.S. 'DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-632F 4 7 9 10 11 1 10 11 DRAWING NO. 628-632G a J 60'-3" 0/0 1/2" THICK EXPANSION JOINT 2'-0" 17'-0 1/2" 1/2" THICK EXPANSION JOINT 2'-0" 1/2" THICK EXPANSION JOINT 7'-11" 1/2" THICK EXPANSION JOINT 2'-O" 1/2" THICK EXPANSION JOINT 17'-0 1/2" 1/2" THICK EXPANSION JOINT " CLR. (17) SPACES © 11 11/16± C/C = 16'-6 1/2" 3" CLR. MK -405 MK -409 3CLR.. (18) SPACES @ 11 5/8"± C/C = 17'-5" 3" CLR. MK -405 - MK -408 3' CLR. (17) SPACES @ 11 11/16"± C/C = 16`-6 1/2' 3" CLR. MK -405 MK --409 HELD NOTES: T or 1- T- -fi T- 1- I- r- 1--t- r- r r T- -1- r r I -1 7 7 7-7--T-7 I I -I -r -r -I I �I C-_r-T-7 T- -1- r I--TT-T -r I I r -7-T r r r r -t -t 1 1 ! 1 I -t -r -r rt - -I 7 -i - -r - . - 7 -1 -I _ -I 7-_I-"� 777-1 -1 T -_-I -7-T �_7 77-1 7-7-7--1 7I 7 7- -1 _ 7 _ 7 - T _ 1 7 7 7--`7-7-T-1 r r -T T r r r 1- r 7 -1-7 7 7-T-1 7--1-7-7--r-1 _L L L _L_L_L_L_L_L I I L_L_L_L_ L_ L_L_L_L-. _ L_L__ I L_L_L_L L_L_L_ I I L_L_L_, _L_L__LL._ I I I _L. --L- I 1 I L L 1- L L I I I I _ L L J._. L_ L I I - 1- L 1- I- I- - - I 1 1 1 J -I _1 _I J _L 4 -1 _I _1 L _ L L. _ L_ I 1 I _._I -1 -1 4 4 4 -I I I ! I _1 _l J. L 1 —I 7 7 7\ 7 7 T r T r 1- - 1- -1- 1 I I 1! 1 I I 1 1 1 1 1 1 I I I I i l _ _-_-_rt-r -r- r._r-_r-_ I I 1 1 1 1 1 1 1 --i--1-7-7-T- T -T -r -1i -1- I -"- -1 7 7 T -T -r -T--1--1- 1 1 1 1 1 I T -T -T -T --T-1 1 7 -7 -7 -T -TT -TT -1- 1 7 7-T-T-T_T T- 1 -i 771 -TT -TT 1- 1- I ---1_i_ 7_T_TTT_ f..._ -1 -1 -T 7---TTT TT- L L - _J _J L 1 / 1 1 _L_ L_L I I L J._1_1_1_ _ 1 _L_L _L_1_1_J-_L_L___L_ J _1_�_1_1_1_L_L_L_ i I _ __1_-1 _1_1_1_L_L_L_ 1 I I 1 1 1 J J_1 1 4 ..L -L L L ! 1 1 1 1 -1 -1 4 1 L -1- .. 1_ 1- 1 1 I I -1 --1 4 4. -1- -1- -L - I I I 1 - -1 -L 4 4- -1•- 7 �1 7 L I L_L_L_- 1 1 L 1 1 L_L_L._. ! C L_L_L_ 1 1 L_L_L_ L_L-_I.__ I 1 L L L- L L - I I 1 I 4- - 1 - 1- -I- -I- I I I -J J r 7 7 T r 7 1- I I I 1- 1- 1- r I- !- I 1 1 r t 1--r -r r --r L 1 1 1 1 1 1 r- 1--1- r r I I 1 r -r T -----r--17_ I 1 1 r" -T T r r r I I I 7 7 -r 7 7 f -T -T-1- r 1- 1 I FTTT 7_r r I- 1 I I I 7 7 -I-7-7-7-1 7 7 7 7 1 vT_r T -_r T- T T T r r r r -T 1-1- 1-f 17 rT_T- T I- I- I 7 7 7 7 1 -1--1- -i-7-7-1 I I 7_i7^1 -7--T-7-1 1_ --T_7 _,.r-_ E T L_ L_L L 1 L_LLL L_L L L_L_L_ _L_L L L_L_L L_L_L_L L_L_L L_LLL- L 1 L_L_ _L_L_L_L_ 1 L LL L L L_L L_ 1 I L -L L_L_L_L_L 1 L - -1- 1- L- 1 I- 1 I I L _ -L .L. 1- L- L_ 1-- 1 -1 1 I I- -1- L 1 I- 1- I- J _t 1 J _I _I _I 1 1 J I 1 �l __1_J _J._1_J I ! J_J__1_J I ! J J J 1_1_J �l J _1 J _L _1. _ I I I 1 I -1- - 1-- - 1•-- 1- 1- I I I L.- L-.L_L-L-. J -1 -1 -L -I L_ -. -.1. 4 4 -1 -1 4 4 4 -I 1. FIELD TO TRIM REBAR AS REQUIRED TO CLEAR ALL SLEEPERS AND SUMP CAN BY 3" MIN. 2. USE 1/2" THICK EXPANSION JOINT AROUND ALL EDGES EXPOSED TO SLEEPER FOUNDATIONS AND STEM WALLS. 3. SLOPE FLOOR FROM EDGES CLOSEST TO STEM WALLS (T.O.0 EL 100'-0") TO THE FLOOR DRAINS (T.O. DRAIN CUP COVER EL 99'-lO 3/4"). SEE DETAIL "C", DWG. 628-632H. 628-632H FOUNDATION SECTIONS AND DETAILS 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN FLOOR REBAR PLAN —Hougland & Associ - $ Tis plan has been reviewed 4 Date: The plan is accepted and appears to comply with the requirements of: '77(.0 APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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. 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 - 1:55pm Re Name: 628-632.dr►g G:\Drafting\628`600\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FLOOR REBAR PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628- 6320 2 4 5 6 7 8 9 10 11 2 5 6 7 8 10 1 1 DRAWING NO. 628-632H AB -1 SEE DETAIL THIS SHEET 1 1/2" T.O.C. EL. 100'-O" GRAD EL. 99' - Cri M 2" THICK VOID FORM UNDER STEM WALLS ONLY MK -403 MK -406 / MK -407 4 • 4 a , 4 4 a a" • X \ 1 >_" THICK (TYP) E) 'ANSION JOINT MATERIAL BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) TYPICAL GRADE ELEVATION MK -602 MK -603 / MK -604 2" THICK VOID FORM 3" CLR L FOR REBAR DETAILS IN LATERAL STEM WALLS SEE SECTION "C -C" OR 'D -D", THIS SHEET 7 J _L SECTION "B -B" TYPICAL LONGITUDINAL WALL SECTION 2'-0" (2) SPACES 0 9" C/C = CLR. 1'-6" T c.� fal /— uJ N MK -601 MK -901 2" THICK VOID FORM- S" CLR. 1 4 (4) SPACES 0 4 1/2" C/C - 1.-6" MK -901 3" CLR, SECTION "C -C" TYPICAL OUTSIDE LATERAL WALL SECTION 1- — 7 L 1 A 632F1 3" CLR. (2) SPACES 0 9" C/C = 3" CLR. 1'-6" (3) SPACES @ 10" C/C = 2'-6" FOR REBAR DETAILS IN LONGITUDINAL STEM WALLS SEE SECTION "B -B", THIS SHEET 17- IMK-404 A 632F MK -402 1 6 /--FOR REBAR DETAILS IN LONGITUDINAL STEM WALLS SEE SECTION "B -B", THIS SHEET MK -901 2" THICK VOID FORM 3" CLR. (4) SPACES 0 4 1/2" C/C MK -901 3" CLR. BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) DO NOT TRIM CONCRETE FOR PANEL RECESS (WALK-THRU DOOR AREA ONLY) 1'-6' SECTION "D -D" TYPICAL INSIDE LATERAL WALL SECTION ti 1'-0 1/2" 3" 8" 1 1/2" 11 Il .'s . * • �. ° :a. • GRADE EL. 99'-6" • �.6 • A SECTION "E -E" TYPICAL OVERHEAD DOOR SECTION SECTION "F -F" TYPICAL WALK-THRU DOOR SECTION 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) CAST IRON DRAIN GRATE 6' DIA. x 3/8" THK. McMASTER-CARR #2413K3 OR EQUAL BUILDING FLOOR ' SLOPE FLOOR CONCRETE FROM THE STEM WALLS TO THE FLOOR DRAIN T.O.C. EL. 100'-O" T.O. FLOOR DRAIN EL 99'-10 3 4" BUILDING STEM WALL 1/2" THICK EXPANSION JOINT PIPE, 2" S/80 PVC 4" x 2" S/80 PVC CONC. RED, 1/2" THICK EXPANSION JOINT DETAIL "G" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC PIPE, 2" x 0'-3" LG. S/80 PVC 2" 3000# 45' LATERAL PIPE, 2" S/80 PVC 4" x S/80 PVC CONC. RED. 2" 3000# ELL. 45' PVC DETAIL "H" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC PIPE, 2" x 0'-3" LG. S/80 PVC 2" 3000# ELL. 45' PVC PIPE, 2" S/80 PVC 4" x 2" S/80 PVC CONC. RED. DETAIL "J" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC 2" 3000# ELL 45' PVC MK --408 OR MK -409 FLOOR DETAIL_ 9" r DETAIL "AB -1 )7 SCALE: 1" = 1'--0" TYP. (16) PLCS. BUILDING STEM WALL MK -405 GENERAL NOTES: 1. A -BOLT BEND RADIUS A -BOLT BEND RADIUS ANCHOR BOLT MATERIAL 2 R = 3D R = 4D - A36 ( 1"0 AND SMALLER ) ( LARGER THAN 1"0 ) 3. REBAR MATERIAL - ASTM A-615 GR. 60 T` B I C5) A J B� A C 1 C A MARK SIZE NO SHAPE READ NO. DIMENS IONS A B C D R LENGTH EACH 401 #4 116 2'-6" 6" 3" 6'-6" TOTAL LENGTH g 754' 402 #4 136 1 2'-6" 1'-6" 3" 8'-6" 1156' 403 #4 8 6 59'-9" 59'-9" 478' 404 #4 14 6 35,-9" 35'-9" 501' 405 #4 55 6 33'-8" 33'-8" 1852' 406 407 #4 #4 4 6 18'-6" 18'-6" 74' 8 6 17'-7 1/2" 17'-7 1/2" 141' 408 #4 35 6 17'-5" 17'-5" 610' 409 #4 70 6 16'-6 1/2" 16`-6 1/2" 1158' 601 #6 14 6 35'-9" 35,-9" 501' 602 #6 2 6 59'-9" 59'-9" 120' 603 #6 2 6 18'-6" 18'-6" 37' 604 #6 4 6 17'-7 1/2" 17'-7 1/2" 71' 901 #9 8 6 35'-9" 286' 902 #9 12 6 32'-10 1/4' 32'-10 1/4" 395' AB- 1 AB -2 AB- 3 AB -4 3/4"0 5/8"0 1/2"0 3/4"o 16 24 60 8 SEE DETAIL AB -1 AB -5 5/8"0 4 TOTAL MATERIAL REQUIRED Dia 75.3 CU. YD 5.9 CU. FT. 7.7 CU. FT. 16 EA, 24 EA. 60 EA. 8 EA. DESCRIPTION CONCRETE, 4000 PSI 0 28 DAYS NON -SHRINK, CEMENTITIOUS GROUT SAND MATERIAL ANCHOR BOLTS, 3/4"0 x 2'-2" LG. W/9" HOOK (AB -1) A-36 3" THRDS. ONE END & (1) NUT & WASHER. PHILLIPS REDHEAD OR EQUAL (AB -2) 5/8" 0 W/ 2" PROJ. FROM T.O.C. LENGTH PER FIELD PHIWPS REDHEAD OR EQUAL (AB -3) 1/2" 0 W/ 1" PROJ. FROM T.O.C. LENGTH PER FIELD PHILLIPS REDHEAD OR EQUAL (AB -4) 3/4" 0 W/ 3" PROJ. FROM T.O.C. LENGTH PER FIELD 4 EA. PHIWPS REDHEAD OR EQUAL (AB -5) 5/8" 0 W/ 2 1/2" PROJ. FROM T.0.C. LENGTH PER FIELD 6724 L.F. 729 L.F. 681 L.F. 394.5 5,F. 681 L.F. 3EA. 3 EA. 2 EA. 464 L,F. REBAR, #4 REBAR, #6 REBAR, #9 2" THICK VOID FORM PIPE, 2" S/80 PVC CONCENTRIC REDUCER, 4"x2" S/80 PVC 90' L.R. ELBOW, 2" S/80 PVC 45' L.R. ELBOW, 2" S/80 PVC LATERAL, 2" S/80 PVC CAST IRON DRAIN GRATE, 6" DIA, x 3/8" THK•, McMASTER-CARR #2413K3 OR EQUAL 1/2" x 6" WIDE EXPANSION JOINT MATERIAL A-615--60 A-615-60 A-615-60 C E \ 0o vz/ GENERAL NOTES FOR CONCRETE 1. ELEVATIONS SHOWN ON FOUNDATION DETAIL DRAWINGS ARE TYPICAL AND ARE RELATIVE TO ADJACENT FINISHED GRADE. 2. CONSTRUCTION SHALL BE IN 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" 0 45'. 6. MATERIALS QUANTITIES DO NOT INCLUDE SPLICES, EXCESS CONCRLIL, 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 SH STRENGTH 9. UNLESS NOT CLEAR FROM ALL ---Hougland & Assoccfi3tas--- This plan has been revr Date: f (= The pian is accepted and appears to comply with the requirements of: ? 7U„`'G 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN 628-6320 ANCHOR BOLT PLAN TOLERANCES 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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 15 SPECIFICALLY FURNISHED. 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS DWG NUMBER DESCRIPTION 0 REV. ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DESCRIPTION DATE BY CK POU. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 - 1:39pm File Name: 628-632.dwg C:\Drafting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 cuTiroMER 28 DAY BREAKING LL BE TYPE 1 OR 1A. EINFORCEMENT SHALL BE 3" INTS AND SURFACES. APPROVED FOR CONSTRUCTION 6-20-2002 F WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION SECTIONS AND DETAILS AMINE BUILDING DRAWN BWL SCALE DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. APPROVED HF NO. REO'D DRAWING NO. 628-632H 4 6 7 8 9 10 11 E3 1 3 5 6 7 8 10 11 DRAWING NO. 628-11OC 5423' 5422' 5424' 5411P 418 5416&--- 5416&- 54112'` 5412'' 54i0�---- 5408' 5406° 5404' 5402' .7 5430' 5428` 5425' 5424' 5422' 5420' 5418'- 5418 5414' 5412' -- 5410' 5408' 5405' 5404' 5402' 0 0 S 0 Lti / f'%2f?fs ref ,-- . 5433' 5432'1 5430' — - - — 5428' 5426' 5424' 5422' 5420' — 5418'--- 5416' 5414' 5412 0 viI 5440' 5438' H CROSS SECTION AT E. 650' HOR120NTAL SCALE: 1'=40' VERTICAL SCALL: 1•=8' a a Lei CROSS SECTION AT E. 450' NORIZOUTAL SCALE: 1..40' VERTICAL SCALE: 1.=8' a 0 vi' I -.I --I 5436' ------ 5434' 5432' 5430' 5428' - 5426' 5424' 5422' 5420' 5418' CROSS SECTION AT E, 250' HORIZONTAL SCALE I.-40' VERTICAL SCALE: 1'=8° 0 0 CROSS SECTION AT E. 75' HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"4' 413 vi CUT F1LL a 9 AP F�RVED CONSTRUCTION 05-23-2002 TOLERANCES CUTS ±1/8" ANGLES ± 1/2' WELD ASS'Y. ±1 /4" THIS DRAWING I5 THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 ISSUE FOR CONSTRUCTUC ION 5/23/2002 HDA HDA CYJG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: rndellinger Jun 14, 2002 - 11:35um File Name 628-I1Ad*g 0:ttkdta4\628\1001, I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN ELEVATIONS DRAWN HDA SCALE 1"=40' DATE 5/13/02 UNIT N0. REV SlON 0 5.0. NO. APPROVED GW NO. RECO DRAWING 140. 628-11OC 1 2 3 1 4 5 6 8 9 10 11 2 3 5 6 DRAWING NO. 628-100 A 8 c D E G PFIEVAILING suiwiER wisp 2 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 LSI 0 0 LzJ PARKING OFFICE - CONTROL ISI L o, I_ I 0 0LE� GENERATOR BLpG / MCC 30'W. x 5'L. 0 0 LJ 0 0 t'l Lid 0 0 N 0 N) E-2021 - 5-0 T--5020 0 Ib 1- N 0 CO I 1- A-301 PIPE RACK TK -831 L- ID E-221A/B T -811 TK 814 812 TK AMINE BLDG. 36' x 60' r I I L J T-5011 I E-202 �Qr T-502 2, r Ti C-121 A-322/323 F-424 0 L a. 1 A 321 TK -831 TK -851 r-, r r8, + +� E-221A/B r __J 01121 L / TI -i-811 K814 1 -- 1 1. J_-1 ; ifK-812 F-11 J L i'7,.4K AMINE BLDG. 36' x 60' -4' �t A- 322/323 • A--321 F-424 0 0 LTJ •••••••-- H-741A H-741 R COMPRESSOR BILDING 36' W. x 1 5' L. REFRIGERATION COMPRESSORS Rf SIDUE GAS CONIPRESSORS r�7ir"c'. L L A-331 SLEEPERS REFRIGERATION COMPRESSORS get 'Ari R.SIDUE GAS C0 AIPRESSORS A-33 0 0 LLi TK -815 CO2 VENT STACK 0 LSI 0 0 RESIDUE GA S METERING r 1- L' Rig 3 0 NGL LOADING PUMP 0 0 Q APPRQVEV OWTO IIOTW c"arT ONI * ineesenoso GARFIELD COMM SUILDING DEP into Cori MIPICI'#ON WIMOVT \i "MN Ott* +air awf AILIMMEMMMIM 11 11 11 11 1/ /1 NOTE: NGL HMO FUEL RAW FLARE RESIDU LOAD IN D gf( .k 40* ui Y 0 •y P 14D'a ! Eb FUTURE EQUIPMENT O2 The plan Is accepte9indappears to , c i comply with Mei-. uirements et: l i'Ui r 7 r42 ":".;..447)„..rije44,Z.;„c r yi6 tre• e P441-1 et, gare i »—' /P' # b# r <Z--\ 6(o SHOWN DASHED. 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 06-18-2002 DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE MLD BY MLD CK PROD. NO. REFERENCE DRAWINGS ..�. 4 rmmw 5 REVISIONS 6 -� PROD. ID. 7 Edited by: mdellinger Jun 20, 2002 - 2:19pm File Name: 628-100.dwg G:\ Drafting 1,628\100\ r 8 T CO VI A\OVP HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 9 r WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE DRAWN MLD SCALE 1 "=40' PLOT PLAN DATE 5/13/02 S.O. NO, 628 10 UNIT NO. REVISION 0 DRAWING NO. 628-100 11 G —\ • / • \ / 4' v / \ \// \lbe !Y// \\r / ♦ 9 SIDE WALL SHEETS / / / / / • • •y4, •\ E czb t • • \T E ROOF FRAMING FLAN \ \ \ \ •• / / / / PS f TYP) • 541 in \ ejem, • • • N 6'-0 20-0 _0 0 LHD r N/41- / N r 3L44 / 8. iL r 20'-0 20'-0 • FULL HEIGHT 1eI6'-105 j, • • 60-0 0/0 STEEL ELEVATION e LINE "A" n m to • A v e sD • \ \ \ • 541 14'-0 20'-0 B r v / / / / / / 1 I / / / / \ea • • GENERAL BUILDING SPECIFICATIONS: Building shall be designed for the following crite Seismic Zone l; Collateral load (3 PSF for Ii Code as required by Garfield County, Colorado. Spee 2824 : 40 PSF roof snow load; 80 MPH wind l 4d with Exposure Factor C; g); dead load of structure; in accordant with 1997 Uniform Building Building primary rigid frames to be constructed of built-up tapered plate frames. Secondary members to be constructed of cold -formed sail shapes. Design and fabrication shall be in acconlance with the latest edition of A.LS.C., A.I.S.L, and A.W.S. Specifications. A non -expandable "bearing frame" shall be used at each end of the building with typical connections for girts, purlins, etc., that is not designed to facilitate a future building extension. Building is furnished with steel rod anCor steel cable bracing in the roof and sidewalls. 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. Building 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. Building wall panels to be 26 gage galvalume, prepainted tap 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. Building 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 and R-13 4" thick x 0.611 nominal density vinyl reinforced fiberglass insulation in the walls. AMINE BUILDING ACCESSORIES: Building dimensions to be 36' wide x 60' long x 21' eave height. Bay spacing to be three (3) © 20'-0" each. Roof to be gable type with 4:12 roof slope. S 5- Window assemblies to be 6' wide x 3' de aluminum horizontal slide window complete with clear insulated double pane safety glass and bug screen on operable sash. hitt- C t rats 14. - Personnel door assemblies to be 3070G single swing type, Dominion Building Products insulated door complete with panic device, closer, 1 %" thick doors with clear insulated double pane laminated safety r ' formed hollow metal frame, weatherstripping, hinges, threshold, and finish painted. All hardware -to be ADA complian 1-3C' CoLog Si\MaA.a TAN_ _ 1- 3' projected x 5'-0" wide canopy over personnel doors constructed of 10 g painted to match wall panel color selection. Got: oz : 5°44R* TAt... - Roll -up door assemblies to be 14' wide x 14' 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). 1- Lot of gravity ventilation equipment to achieve three (3) air changes per hour as follows: 501f- Continuous 9" throat ridge ventilator complete with birdscreen and operable damper assembly. Cot. ore; SA HA k 6- 4'A" wide xi 4'-0" high manually adjustable louvers with manual hand quadrant actuator with birdscreen inremovableframe. Cot.og, SA-\A£A TAN, 2.- Wtsoor+t4 18s,F 2 - Vrt.t 32 s, F - R<ti,c J • • • , r (o -o 20'-0 a: -1'-o 4I -4 SIDE WALL SHEETSr • I • FULL 1 -4E161 -IT 3661-104 • 60'-0 0/0 STEEL 1 • 4-0 20'-0 be 6, -lei C+tala --••j i• ELEVATION e LINE +-8g, L,v-ra $y 9ooR SupPUteR ISSUE A O REV. DESCRIPTION DA APPROVAL CEw1; Fov, ,.j -re. 02 4102 UNITED STEEL STRUCTURES DZ,m 1060 duz¢ae POINT ur¢ 6cuerchermiAarias: 4er-risS COLOR SCHEDULE WALL PANEL . sc. HAS a re\r.., ROOF PANEL DOWNSPOUTS GUTTER CORNER TRIM WALL TRIM WALKDOOR TRIM C,4NOP1 TRIM VI N p ovJ TRIM LOUVER TRIM Roll up QooR TRIM co —Hougland & Assocl This plan has been reviewed p Date: The plan Is accepted and appears to comply with the requirements of: '77 Jf C AMINE BUILDING DESC:.PT!ON: ROOF PLAN 4 SDEWALL ELEVATIONS CUSTOMER: WILLIAMS GAS PIPELINE CO. LOCATION: PARACI-4UTE, CO DRAJING 31- Kc Y KG DATE CH_=C P3Y DATE 7e441C1� 2324 LOAD5 E1 at ISE O 2S441 C c r 61 9 0 _, N , 4- -p (3 _,Lia 3 r-4 G� 'i 4- 4-‘-c7 , _9 , 0 61-0 N/Al- -oeA 0 , �,N, , , 18'-0y , i 18I_0 , 36'-0 0/0 STEEL EjEYATIONTh LEFT ENDLUALL NOTE FIELD CUT PANELS AS IaEQUIRED O 4 rie it e S1.4EETING L INF "1" LEFT ENDLUALL 't 8 O N -—0�,Nd. +0 6'-0 At y .a , , - "'C,y '-0 0 �'�'� -11N1,1 f 18`-0.,18'-0 �N 36'-0 ©/C STEEL ELEVATION LINE 1141! i F T ENDLUALL NOTE! FIELD CUT PANELS AS REQUIRED r cr) CSI 51-4EETING ' LINE 11411 JG -1T ENDLUALL 155UE A 0 w 1 12 4 211--0I'R' PANEL 0 2'-3 017 "� �` � W/ 12"CONN. PLATES. 42 NOTE FLANGE !BRACES ARE LOCATED ONE (&) 1"° x 2" A325 SALTS \\N.—CC') "O x 2" A325 !BOLTS W/ 12" CONN. PLATES SIDE OF FRAME ONLY.(UNLESS NOTED) FIN. FLOOR 31'-5.4 CLEAR SYMM. 36'-s 0/0 STEEL // C1 CSS SECTJCN ' LINES - 2 4 3 LINITE2 STEEL STRUC1 Ui S r1=1 14cuascP XAb (2a) 49M-lliid9 Hougland & Assocla This plan has been reviewed Date: ': The piers Is accepted and appears to comply with the requirements of: , AMINE SJLINDING DESCRIPTIO;: ENDWAL LS i CROSS SECTION CUSTOMER: WILLIAMS GAS P!FEL INE CO. LOCATION: PARAC;-4UTE, CO DRAWING BY 1DATE ICG Ci-;EGK BY f DATE 76441C4LEI JOB 2524 LOADS 25441 C D'NGE2OF ISSUE h 1.'3. CLo5oRe. Cp.JLt{ 'Y'4IL) OW -70 Ng -A/( 0Vry pap Rtve-r5 -� HSA o .6x72-1/2 s- .14 o• s C t. o13uP. , 0 0 m PRA (A) T'1'PICAL VJ,tJOow HEAO/S%LL 6 -TAIL A - e> F IZAMW OP LA, . -t'E et ) (g x2,(/2 c) R'v5T5 (?YP ) o T`C ICP L WINDOW JA1.1 'Q TAIL V+//fiLL t '. CLo t,p . HEAL, -reit-1 C p.'Jule., `' VE E L .l i cDOC ,, LEAF 1ts3 5vc.. 5-reat.a� (exc) C N 1 TIP \CAL_ WALKOC IA !EA D ()ETA( L vilo .4411 0P\it OPhA WIDTH Q?o012 LEAF v\JJ5L9 P1. are ,A. JC 4 L I X /2‘.." S6 L Ir viz ms's C-rEic 3) FL -L) C,AV L KC `Z INSVL. R.' WALL PA,.JeL A t-1,5 7 CSL_y_ pt_Li9o0& e) DETAIL. RHC RICHT-HAND OUT DOOR SWING LEGEND L HQ LEFT-HAND OUT rin 3*- 0" -r 2" FIELD DRILL FOR SUPPORT PLATE AS REQUIRED r ASSEMBLY LAYOUT OF DOOR CANOPY SUPPORT CANOPY SHOWN IS FOR A 5' -6" WIDE x 3'-0" PROJECTION CANOPY OVER THE 3070 DOOR 1) WALK DOOR SUPPORT JAMB 2) WALL PANEL - (FIELD CUT SLIT FOR SUPPORT PLATE) 3) MACHINE BOLT (4 0 x 1") (FIELD TO MATCH DRILL BOLTS IN CANOPY PLATE) 4) SUPPORT PLATE - SP I (4" PLATE) 5) MACHINE BOLT w/NUT (12 0 x 14") 6) CLIP ANGLE - CL 1 (G 3 x 2 x 4) 7) MACHINE BOLT w/NUT (2 0 x 112") $) 12"0 ROD x 3.-10" w/4" THREADS EACH END (ROI) 9) ICE CANOPY 10) SUPPORT HEADER 11) 000R FRAME HEADER CANOPY STEEL LINE CAULK SILL AULKSILL TRIM EXTERIOR WALL PANEL 10 GC. PLATE SECTION THRU CANOPY BEYOND D002 EX TER 1 OR WALL PANEL JAMB TRIM EX TER I OR WALL PANEL HEAD TRIM -.. 1,4 x 1 GAL V. A307 MACH. BOLT 6" o. c. (TYP) CAULK ICE CANOPY 10 Go. PLATE STEEL L INE NUT CANOPY SUPPORT HEAD (8 x 40) LINER PANELS HEAD ka' TRIM = o CAULK DOOR :. L EAF�I C8 HEADER FACTORY FRAME 1 1 SECTION THRU CANPY AT DOOR 51-6" 0/0 PLATE \-10 GC. PLATE CAULK SECTION 7-2U CANOPY I I'! R ��. AI SECTIONS a WALK DOOR AND CANOPY ?POO IDE IWI 130. 100 3 .istokirofzi CANOPY ISOMETRIC *'2 x SELF -DRILLING 4 FRAMED OPENING SCREO (TEK 3) 213," 31.0" OPENING w r - MAK UJELD PLATE 4NG'-I0R 51" DOOR FRAME EXTERIOR "R" WALL PANEL KO. DATE 2 C X102 6'/42 2 E Y I S I O ti S DCSCRIPTICN ReAl ' L C.6 sV. `r, Fog Cas- s-rx. JAMS TRIM W4LK oc JA, DOOR LEAF CAULK si-'5 JET4TL --"-Hougland & ASSOClate$ � This plan has been reviewed Date: The plan is accepted and appears to comply with the requirements of: 1 ?76,r/5 AM1N 5L -ID " TED STEEL STRUCTURES INCORPORATED 16000 BARKERS POINT LANE • HOUSTON, TEXAS 77079 • (281) 496-1300 CuaTOMlaa 6OCATID s O®@riRM my ARA CH CMIC><CO i• T QVOT6 NO. • JOY NO. 21324 Or- E1,16T MO. 1914h16 2g./ •R` WALL CLOSU E S T 5 EEL1-M.AO T1P_J CAL ROLL- V? p 0012- HEAD DETAIL 0 T`!PI cAL SeGTioN RID6E. VENT S -1 -SEL 3,1=0-15 8x-� Doo GvrQ: 4;)5uL. ' Be M".Ail.'. 1 A J L TYPICAL 1ZOLL-(JF t)oo2 3M-15 DETAIL S EGL LI we. x D. d5r1D.N5rrsi 11NMcs-17 t\I ut-A-riotClAyp ---rto aers) Fur? L.los)1 SUTr\K. x p.lo `� Ns ID/ Psk-V R 115E_2GLPv5S IQ SO LIYT bc9 (ProA pap) x O,lo� ?K -\JR. 1=16E.gG1,-As5 iNLA—I-10N! C'Difili p G s (71 1501° „ IV/ 5116 If S� 19P114' 4 fu 711% 2 00F 4 WALL \NsU LR-t"ioN PSK-- v - ►i4tk i t461 StoX Lou END N4 1 E vs./ I 4-0 FO. °V N r t. K-1 CLP e { 81'0.c. iIAx. J I 12re'(/r 0,1 Sr t A1-115 2 (8 2 'ii C' -. LOu v.e lz. CAULK 'WALL PPMtJEtr A ..4 Rz —r-ri , a _.,rt —Hougland & Associa Owner Strap ax-ect01 At 2'-0' On Center For A11 Northern Gutttro 5titcii Sores At6iOA Cantor Fatal Cap Trim (hK-ETC12) fid Guth (t (-EG___N) Outside Gloekre f 5titdi 5crea At 24' GA Garter (OPTIONAL) Vold. Clan At 6' On Certs PrP Mem Sams At ti' On Cants Saye Strut ital! Pana! LOU EAVE DETAIL WIN NOIJ-HTERi EAVE GUTTER (51EETar) 511744.. t ) ROOF Sh'EETIAJG ,DJPLIAI TAPa7 SEALER S Chc„/"a G. Pop Rivet Downspout Downspout Strap 'R' Panel 'R' Roe au DOLNSPC)UT STRAP ATTACHMENT Doinspout 5tra (11K -Di) Pop Rivet Splice (If Reg'd) Dr rtspou' (MIK-05) DS. Kickout (Install WR Pop Rlvits on 3 Sides) Girt Girt Wall Penal UGt �I UT Ta &Jn D TAI! Clutter Field Gut Gutter l'It l k' Pattern p 1SFOJT DETAIL AT S14EETED WALL _ SECTION 'A' DS. ST'iRi%P C IANTITY EAS HEIGHT iAv71TY i1'-0 2 L Additional Fina. fear (If 'd) For. Cross Seem PUR_ N LAPS (4 Bolts. Add 2 add!tic7nal per fling. bra) Fez -L_ LINe f11 £rip Cir PLIRLINL rr 4F END RAFiaR T JM :C,t: E iV5 t? /2"0. ©. . ours /D cLOSQA:. /2"1.4 x r/D RAPrk VARI:.S, EA/DK/ALL SNEe.TIN G /2' x /•x' A325 .3oL , V eNOWA�1. CJL./,t A/ (a.1.{PZ VAA/5S) r 1 ll r 7 1 SECT /ON @ LrGHT EivO WALL) EAVE STRUT „CEE" COLUMN (2)12,°x 114" M.B. END RAFTER (HOT . ROLL or COLD FORM) Fake Trim (P1(-RT01) rater Saewe rrtch (4)12"Ox 114fl At a, canker A325 BOLTS amide Clears 'Wali Panel AT SEA HIG RAVE FISH OR 3Y -FRAMED S1DEW'ALL Stitch Screws At 20' CCn Ceeter Steal Lir "R" Panel CJTS1pE GORETAIL "R" PMEL stxl Ire Stites 5asA At 12' Gn cater itIth Ga i uara Tapa Sealant Urea Tram Ptrl]n (Pond) FAKE Dr=1'A!L WIT -f S1~^ETED ENDWA L Comer Trim (11(-CTaU Roof Pares Endwall Girt 4'ox1`Moch. Bolts Hot Rolled Endwall Column(MK- Ewl,.,..) (or MK--EML_) Endwall Girt Endwall Steel Llne HOT ROLLED ENUWALL COLUMN (LONG GIRT CLiP CONDITION' Endwall Girt ti^ox1"Mach. Bolts Cold Form Corner Column(MK-ECC_) Sheeting Clip (MK-CL6) Sidewoil Steel Line Sldewall Girt Endwall Steel Line COLD FORM CORNER COLUMN 21- 2 T 1 Fldnge Brace An Req d) Tape Sealant (%cical At Et1dl8p8a �/,,'. Doimlil Cr Eave Pani 1nsideFiller Strip Tape Sealant Top 4 5ottom Ill Cr Peak Panel L�! Tape Sealant (Typical At Side"ap3) Eave Strut/ Panel Cap Trim Gutter Lap As 5hoo ( .ave Trim Lap Similar) '42° (Cats" , 4 Pop Rivet A5 Rego) Gutter Straps a 2'4" C.G.-- GENERAL NOTES 1. BUILDING IS TO BE TIGHT AND PLUMB BEFORE SHEETING I5 TO BEGIN Critter Field Miter k Pop Rivet Rake End Cap 11 212" 3'f 39 i;,2' f 3't' 39 '�2' i 3�' ' 3'7" 'i'( • 2 SHEETING IS TO BEGIN AT LEE*ARC END OF BUILDING 50 THAr t ALL PANEL LAPS OCCUR AWAY FROM PREVAILING WINDS. Ce+.all udu AHC F4N L 1DI.At'S, t E; ___FAS T ENER L d!Q, 3. SKYLIGHTS RECEIVE SAVE SCREW PATTERNS AS ROOF PANELS, EXCEPT SKYLIGHT TO SKYUCHT STITCH. USE SKYLIGHT GROMMET SCREWS AT HIS CONDITION. :21./7" 12" 1?° 1?" 4. ERECTION CREW IS TO SWEEP ROOT' PA'�ELS CLEAN OF ALL METAL 11 7/1107i 1• ' SHAMNGS DAILY. P Detail A Main Frame interior Column 4 "ix1 "Mach. Bolts '" 5. ALL SEALANT TAPE SHOWN IS 3/15" x 7/8' DOUBLE TRACK . NIEWE,OTATF. FASItteR LAYMIT 5. PANEi. INSTALLATION AS SHOWN ON THIS PAGE MEETS All REQUIREiJEITS OF UL3O do UL90. atftc. i Screws At 7. NS PACKAGE MUST BE USED IN CONJUNCTION WTH SNOW FENCES 20" G\. Center AND OR HEAT STRIPS. SNOW FENCES AND HEAT STRIPS NOT FURNISHED BY U.S.A. `Sidewall Girt Sldewall Steel Line in Lap As Rep".0) Bay Dimension - int Frame INTERN R O UMN PURLIN (BY U.S.A.--) EAVE STRUT 4' C/C 12' C/C 0' Cr Si1TCSCRE SPACING sR - , EAv'E rontinuc s Tape 56aier I , IIx " Exteneed Leg Cri A" Ru Panel -0,n1 ROOF PA NE INSTAL.L_ATIC NORTkERN F ACK4 G^ II i HOTS: Li..51 oralprovtdeo the ( roof p+rlir.. 411 other materla1 Iand hardware to by oars. CLIP ANGLE, BOLTS, HANGER, ETC.. BY OTHERS Acceptable correction > etail 12" i0' 2" (2) Sates Between Base Member And 1'-31Y' Girt. (i) 5cre Between 41! Other Members. And (l) Scrag At Al Member Location. PURLIN NOTE: 1 Yrlillno or.olet$ in rizr eb or purlir,a Is atructurLlly ciett.r)mt.h antal to a r n r. Any collateral loado,^twhich are tncluc�+ 1n t..' -ie purlin ceeicen loads, are to be attached by corrsctlon directly '-o the web on;y. l ISSUE A O REV. DESCRIPTION APPROvAL C Efrr. Fox Gva•rr. "lM�R SCREW LOCATION (ALL MEMBERS) t i 5 1tcfi 5creL15 DETAIL" B" I II PANEL WALL. Ftange C-Ciar:p is not acceptable connection an UNITED STEEL STRUCTURES ES CACCIRPONATIO WIMP e5.vvcrwe MINI' LAC kag. G4.'LyfAD f:,I) 4rgr-:10410 x' PURL!N C-CLA?/ ALL -THREAD ROD Connect;on throe h the f tanger+sHe►I� I ttp IPC Pian rias beer'; reviewer ATTACHMENT OF SUSPENDED ITEMS me , accepted and appearsto (f3 Y OTHERS) Tfiiscx rr>ply with the requirements df: 77 /a DESCIPTION.: ERECTION DETAILS CUSTC7l" SER: L GCATtCN: LL'iLLIAMS GA5 ¶ 1 ELiNE CO. PAR/AC-UTE', CO " mIstCs 5Y DATE KC CI-ECKY ..!05 2S24- L.0A '5 25441 C DRAWING " +-r- -�OF 155L:E 0- 0 1 �2 O/O STEEL 0 20'-112 uNclei1 Cl 36'-0 0/0 STEEL i to 4 Nr 0 fi G" 3'2),4 4'rc1�� A 22 20'-0 (01--0 >IJ 20'-112 �4 31• 3t24 ▪ -0 20'-112 20' -112 ro ,2,l2 zro GEN RAL. NOTES: ap THE SOLE PURPOSE OF THIS DRAUJING I6 TO LOCATE ANCHOR BOLTS IN REFERENCE TO THE BUILDING STEEL LINE, U.S.S.I. 6-QWS ONLY THEIR SUGGESTED PANEL RECESS, ALL OUT TO OUT OF CONCRETE DIMENSIONS ARE TO BE DETER"i1NED BY THE 0.16TOMER BOTTOM OF ALL BASE PLATES A} AT THE 8411E ELEVATION (UNLE88 NOTED) 212 rL 0 201-0 31- 0 20-112 4 .32 j Q .1 CVS st-1\3a 4NC OR BOLT SETTING FLAN @.8K SEISMIC RIGHT MAIN >=R041 -1E REACTIONS e LINES 2 A 3 NOTE: SHEAR ANGLES AND/OR ANCHOR TIES A. .0T. RIR+i'SHED BY WIN 4.0 < K 4.0Kt E3:,4CED RACT1ON DL +LL iL +WL MAX. E.W. CCLGREACTION AT BEARING FRAME Si -e; EL 1L 1 3 Z - (7 24 G (xj C l-1. A lti.Ic 1-L oS� ) 500,E E tv0 C -I }Z.ov` /f C o25 BASE TYPE "F t O C-oZ o .'T STEEL L1NE (U BASE ANGLE (RAMSET) PIN. FLOOR SECTION "A I' a_ S7: CT I CDN 11F" STEEL LINE n -fl u 2 2 4 1 F!N, FLOOR SECTION '1C" STEEL LINE (MINi 2 4 L 1 FIN. FLCOR SECTION "J" REG/0 y C r :¢ 30 2' P a r 44". ANCHOR BOLTS SASE TYPE 'A" i PANEL No Cat v -r &IDEUTALL I STEEL LINE 4"1" SASE I i PE "15II ANCHOR BOLTS KJ( c-, SVT �rENDWALL STEEL LINE 4-1,I'A ANCHOR BOLTS BASE TYPE "CII J c) • 2-12"0 Cl tJ c H, ASC Nog s BASE TYPE "D " Uo C tit ►�T —Hot.an!ansa & ASS -0 Thi., plan has been iovIewe Date:"? The plan Is accepted and appears to comply with the requirements ot: ` 776/0- r r r - DL+LL DL+WL {+ H+ v+ v+ ALL REACT IONS IN KIPS LOADING L1N 2-3 AXIS v LOAD iNG L 1NE 2-3 DL A 02 1.4 WLR AX ! S 1•'1'1 C 3.1 V 4NCHO; 5 LT ID TAIL Fells SYMBOL IA. QTY, L T BOJ. ISSUE REV. DESCRIPTION 'DATE DL c -@2 1.4 WLL (2) A -4.6 LL A 3_3 155 LILL (2) c -@.5 LL WLL -33 1J5 WL : (2) 1.e - G.5 A - 3.1 -6.8 WLR (2) C 4.6 -4b WLL WLR C -2B -2.6 SEISMIC LEFT -0.1 - 0,`3 r WAi3HER 'BY L.S..I) A5TM - A3g, J A 2.8 -2.6 SEISMIC LEFT A4 + 1/211 rlO� 1.47: ' Ct�rc�. A*dC • A A APPROVAL A5 5/8" 1,-211 311 11-'511 311 211 311 2 E1 3" Cee -r. Fv Coos -r, Koz. Al 1 �1- C/ S+11 311 3,1 .71 1t J R cv, Cr V -r. FR. 'ioz .4111 A8 2'-211 311 3" 314 UT A10 - I1/411 2'-4" 311 411 411 @.a ANCHOR1 CLTS ls• OTkERs uu 412 -4$,- I112" 21-6" 411 411 d UNITED STEL STRUCTURES Neagrondats, 140e.eie SAMI.Z143 pow Loa 1;013871:111. TEXAb 181-466-15110 26441 AMINE BUILDING 1 DESCRIPTION: ANCHOR BOLT SETT1NC3 PLA CUSTOMER: 'WILLIAMS GAS PIPELINE CO. LOCATION: PARACHUTE, CO DRAWING BY JOB 2824 2844. DATE KC CHECK BY DATE LADS ID RAW F1OF1 w s c• mai eri 0 E D ? " ♦ 4 4 D - � n 33' -J C/C AMCI4OR 50LTS E E D • + A A • 41 1 a Z °‘--- 0 C 1 rfl 3t24 ▪ -0 20'-112 20' -112 ro ,2,l2 zro GEN RAL. NOTES: ap THE SOLE PURPOSE OF THIS DRAUJING I6 TO LOCATE ANCHOR BOLTS IN REFERENCE TO THE BUILDING STEEL LINE, U.S.S.I. 6-QWS ONLY THEIR SUGGESTED PANEL RECESS, ALL OUT TO OUT OF CONCRETE DIMENSIONS ARE TO BE DETER"i1NED BY THE 0.16TOMER BOTTOM OF ALL BASE PLATES A} AT THE 8411E ELEVATION (UNLE88 NOTED) 212 rL 0 201-0 31- 0 20-112 4 .32 j Q .1 CVS st-1\3a 4NC OR BOLT SETTING FLAN @.8K SEISMIC RIGHT MAIN >=R041 -1E REACTIONS e LINES 2 A 3 NOTE: SHEAR ANGLES AND/OR ANCHOR TIES A. .0T. RIR+i'SHED BY WIN 4.0 < K 4.0Kt E3:,4CED RACT1ON DL +LL iL +WL MAX. E.W. CCLGREACTION AT BEARING FRAME Si -e; EL 1L 1 3 Z - (7 24 G (xj C l-1. A lti.Ic 1-L oS� ) 500,E E tv0 C -I }Z.ov` /f C o25 BASE TYPE "F t O C-oZ o .'T STEEL L1NE (U BASE ANGLE (RAMSET) PIN. FLOOR SECTION "A I' a_ S7: CT I CDN 11F" STEEL LINE n -fl u 2 2 4 1 F!N, FLOOR SECTION '1C" STEEL LINE (MINi 2 4 L 1 FIN. FLCOR SECTION "J" REG/0 y C r :¢ 30 2' P a r 44". ANCHOR BOLTS SASE TYPE 'A" i PANEL No Cat v -r &IDEUTALL I STEEL LINE 4"1" SASE I i PE "15II ANCHOR BOLTS KJ( c-, SVT �rENDWALL STEEL LINE 4-1,I'A ANCHOR BOLTS BASE TYPE "CII J c) • 2-12"0 Cl tJ c H, ASC Nog s BASE TYPE "D " Uo C tit ►�T —Hot.an!ansa & ASS -0 Thi., plan has been iovIewe Date:"? The plan Is accepted and appears to comply with the requirements ot: ` 776/0- r r r - DL+LL DL+WL {+ H+ v+ v+ ALL REACT IONS IN KIPS LOADING L1N 2-3 AXIS v LOAD iNG L 1NE 2-3 DL A 02 1.4 WLR AX ! S 1•'1'1 C 3.1 V 4NCHO; 5 LT ID TAIL Fells SYMBOL IA. QTY, L T BOJ. ISSUE REV. DESCRIPTION 'DATE DL c -@2 1.4 WLL (2) A -4.6 LL A 3_3 155 LILL (2) c -@.5 LL WLL -33 1J5 WL : (2) 1.e - G.5 A - 3.1 -6.8 WLR (2) C 4.6 -4b WLL WLR C -2B -2.6 SEISMIC LEFT -0.1 - 0,`3 r WAi3HER 'BY L.S..I) A5TM - A3g, J A 2.8 -2.6 SEISMIC LEFT A4 + 1/211 rlO� 1.47: ' Ct�rc�. A*dC • A A APPROVAL A5 5/8" 1,-211 311 11-'511 311 211 311 2 E1 3" Cee -r. Fv Coos -r, Koz. Al 1 �1- C/ S+11 311 3,1 .71 1t J R cv, Cr V -r. FR. 'ioz .4111 A8 2'-211 311 3" 314 UT A10 - I1/411 2'-4" 311 411 411 @.a ANCHOR1 CLTS ls• OTkERs uu 412 -4$,- I112" 21-6" 411 411 d UNITED STEL STRUCTURES Neagrondats, 140e.eie SAMI.Z143 pow Loa 1;013871:111. TEXAb 181-466-15110 26441 AMINE BUILDING 1 DESCRIPTION: ANCHOR BOLT SETT1NC3 PLA CUSTOMER: 'WILLIAMS GAS PIPELINE CO. LOCATION: PARACHUTE, CO DRAWING BY JOB 2824 2844. DATE KC CHECK BY DATE LADS ID RAW F1OF1 2 PAWING NO. 628-1 10A GRID REFERENCE POINT ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. ra-•- - �rr ta-a-i-rrrtr i-- 1 5437--t a r- -■-r- _ 111-11111M)-111-0-1=1111-6-111 r-! r r-rr1111-r-r- 1 l4 42 VEHICLE ACCESS GATE (FIELD LOCATE) aMW . ■_a — WWW* -0 542 C/L PLANT ENTRANCE DRIVEWAY 18' CULVERT UNDER DRIVEWAY 1=71-- aI CD rrPROPOSED ROAD J LOCATION M2 541 ribilmay Lw wA 5, 2D0-0 1 0 r Rrf S. 300'-0", ED ED e e if A ill Ain „RA:' hu Iu11 sr..�rA 1•__+r+ Ilii lil 11111 iawr --1 :} 7 r , .... .fr r A i / T,. ., '' '" ,, /:, d20 ,/............... 2='="'"'''''`'`r - 4i• 5423.542 541 42 541b 541 541 ■ J 1 4 S. 500'-0' S. 700'-0 ar rr y roti ar VEHICLE ACCESS GATE (FIELD LOCATE) EXISTING SEWER UNE (ABANDONED) OVERHEAD POWER ONES (TO BE RELOCATED) APPROVE FOR CONSTRUCTION 05/23/2002, TOLERANCES REV OFFICE ELEV. ADD TANK TERMS 6/5/02 HOA OA 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. 0 ISSUE FOR CONSTRUCT 5/23/02 OA OA DWG NUMBER DESCRIPTION REV DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:38am Tk xmne; 628-110.bq 01111, I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71 st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN DRAWN HDA SCALE DATE 5/13/02 UNIT NO. REVISION 1 S.O. NO. APPROVED GW NO. REOD DRAWING NO. 628-110A 1 I 2 3 4 1 5 6 7 8 9 DRAWING NO. 628-11 OB GRID REFERENCE POINT 5. 126'-O' C/L DRNEWAY 5, 100'-0' 5. 2 ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. 0 0 11-1111-0-11-1•11=-11-11 1111-1F-111-11 437 -'CRAWL PARKING 5433' -" 5431 S. 242'-0' ROC x 45' (1NSIOE) EARTH DERM FLOOR ELEV. = 5424' S. 284'-0' T/0 BERM ELEV. = 5426' BERM SIDES = 1-1 SLOPE 5. FUTURE ,...---- PROCESS /PR S AREA / i / .- S, 338.-0. / 0 -f-.-�1 -. ■�.-.- -.-tom ..-irIIIrirFr �ya■■r •. 426--77'`/ '! S. 13.-0" HEAfiER AREA O W s4� VEHICLE ACCESS GATE (FIELD LOCATE) 0 S 79'-0`11 I, -r I,- -1* • r--5423r- S- 400'-0' EXISTING PAYED ROAD S. D0.-0" 5 6Jf -0" S. 700.-0 /1---' -5423 TRUCK LOADING AREA S. 401'-O' 541 5416 / 54157,/ 5414 541 r-541 2 .5421 �-- S. 465-0. f VENT / STACK RESIDUE,` METERING ARES ■ S. 375'-0' ( f / / ------ii ' / y r ■ SLOPE 00AN S. 561' -0 - S. 573'-0" 165' \65' x 80" {INSIDE) EARTH BERM NORTH FLOOR ELEV. = 5412' SOUTH FLOOR ELEV. = 5411' T/0 BERM ELEV. = 5413' BERM SIDES = 1:1 SLOPE 4t� / • VEHICLE ACCESS GATE (FIELD LOCATE) PREVAILMIG SUMMER IYIHD 1 ON-SITE, NATIVE SOILS FREE OF DELETERIOUS MATERIALS. ORGANICS AND PARTICLES OVER 6' DIAMETER MAY BE USED FOR NON-STRUCTURAL FILL. 2. MAKiMUM SLOPE SHOWN IN GRADED AREAS IS 3:1 APPROVED FOR CONSTRUCTION 05-23=2002. TOLERANCES REVISED TO ADD TANK BERMS 6/6/02 HDA HDA 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 ISSUE FOR CONSTRUCTION 5/23/02 HDA HDA DWG NUMBER DESCRIPTION EV DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS 3 4 REVISIONS PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:35am Fie Nene: 628-110.* G:\Daa1103\628\100\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 6 7 9 JCUSTOMER ITLE DRAWN HDA WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT GRADING PLAN DETAILS AND NOTES .O. NO. SCALE 1 "=40' DATE 5/13/02 UNIT NO. REVISION 1 APPROVED GW NO. REO "D 10 DRAWING NO. 628-1106 11 2 9 10 11 DRAWING NO. 628-632A 628-632H FOUNDATION SECTIONS AND DETAILS 628-632G FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" MODEL VIEW •riougiand & AssO s -- .tan has been review ;le plan is accepted and appears to ;,ply with the requirements of: APPROVED FOR CONSTRUCTION 6-20-2002 628-632E STEM WALL REBAR PLAN 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN TOLERANCES 628-632C ANCHOR BOLT PLAN 628-632B PILING PLAN 628-329 FABRICATION DETAILS (TK -852) CUTS t1/8" 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. 628.604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 — 1:47pm Fie Name: 628-632.* 0 \Dra#tin028\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION MODEL VIEW AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. 628— 632A 3 4 6 7 8 9 10 11 10 1 1 DRAWING NO. 628-6328 1 60'-3" 0/0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E DWG NUMBER FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION REFERENCE DRAWINGS PILING PLAN TMIs plan as been revlewe " Date: 7,1''' The plan is accepted and appears to comply with the requirements of: 'c APPROVED FOR CONSTRUCTION 6-20-2002 TOLERANCES 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH REV. DESCRIPTION DATE BY CK REVISIONS 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. PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 - 1:46pm File Name: 628-632.dw9 f; Iiimtiinn169R16tl111 II COMPANY THE HANOVER HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE PILING PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 L)NIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. Fi9R-6.-i7R 4 6 7 9 10 11 l'-0" 19'-1 1/2" 20'-0" 19'-1 1/2" 1'_0" 13'-4 1/2" 5'-9" 15'-3" 4'-9" r FZ, r' r - r= Z G7 1-r r F i t= Z G7 r -�- Z G? r r c-,' C/L PILING o C/L PILING 0 C/L PILING FOR SKID SLEEPER "SEE DWG. 628-604A/B/C/D/E DETAILS Q i 0 C/L PILINGS fl o a 1 4 FOR SKID SLEEPER DETAILS "SEE DWG. 628-604A/B/C/D/E FDR SKID SLEEPER DETAILS /SEE DWG. 628-604A/B/C/D/E o o a a a o FOR SKID /SEE DWG. SLEEPER DETAILS. 628-604A/8/C/D/E C/L PILINGS C/L PILING C/L PILING o� o C/L PILING z = U 8'-4 1/2" co z a U 10'-9" C/L PILING 2i ' U 12'-0" z ri U 4'-9" z o_ U 19'-1 1/2" 20'-0" 19'--1 1/2" & - gland .associates." 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E DWG NUMBER FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION REFERENCE DRAWINGS PILING PLAN TMIs plan as been revlewe " Date: 7,1''' The plan is accepted and appears to comply with the requirements of: 'c APPROVED FOR CONSTRUCTION 6-20-2002 TOLERANCES 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH REV. DESCRIPTION DATE BY CK REVISIONS 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. PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 - 1:46pm File Name: 628-632.dw9 f; Iiimtiinn169R16tl111 II COMPANY THE HANOVER HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE PILING PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 L)NIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. Fi9R-6.-i7R 4 6 7 9 10 11 1 DRAWING NO. 628-6320 10 1/2" PANEL RECESS 1 1/2" PANEL RECESS 0'-3" 0/0 60'-0" (BUILDING STEEL) 1 1/2" PANEL RECESS 3 1/2"" 4'-9 1/2" 14'-0" 22'-8" 14'-0" 4'-9 1/2" 4'-7 1/2" 2" 36' -fl" (BUILDING STEEL) 1 r— 'CO 2" '-0"4" 6'-8" C-4" 6'-8" 4" 1'-0" 2" 2" 4'-7 1/2" 3 1/2" I( AB -37 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. c, CO rry N 00 AB -3 TYP. (2) PLCS. ato AB -2 TYP. (4) PLCS. 147 AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. U— (.44 4'-10 5/8" AB -4 TYP. (4) PLCS. AB -3 TYP. (2) PLCS. 45' (TYP.) 7'-7 1/4" L ul (N t0 5'-9 1/2" -8 3/4" AB -2 TYP, (4) PLCS. a CO Ps r 00 AB -2 TYP. (4) PLCS. CO AB -4 TYP. (4) PLCS. (TYP. ) "_'� AB -2 TYP. (4) PLCS, AB -3 TYP. (2) PLCS. 4" (TYR ) 5'-11 1/2' 6' - AB -3 TYP. (2) PLCS. 1'-8" AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 4'-4" 1'-8" AB -1 TYP. (4) PLCS. 9'-8" AB -1 TYP. (4) PLCS. -8" AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 4.-4" 48'-3 5/8" 4 1/81 3'-O" AB -3 TYP. (2) PLCS. 8'-7 1/4" 4" (TYP.) 4 1/8" 8'-11 3/8" 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A ANCHOR BOLT PLAN 628-632E STEM WALL REBAR PLAN 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS REVISIONS 4 _ 3 1/2' (TYP ---Hougland & Assoc This plan has been review Date: The plan Is accepted and appears to comply with the requirements of: I y7U5 aco TOLERANCES CUTS ±1/8" ANGLES ± 1 /2` WELD ASSY. ± 1 /4" PROD. 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 FURNISHED. Edited by: whope Jun 19, 2002 - 1:45pm File Name: 628-632.61N G\oofting\628\600` THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 APPROVED FOR CONSTRUCTION 6-20-2002 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE ANCHOR BOLT PLAN AMINE BUILDING DRAWN ESWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 S.O. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-6320 10 11 10 11 DRAWING NO. 628-632D 0 a 60'-3" 0/0 4'-0 1/2" 21'-0" 1,-0" 1'-0" 20'-9" 4°-1 1/2" CV i `.0 1 -,-.,` 01 TK -814 iii fdTO 0 SET TK -852 PRIOR POURING FLOOR n ° a ° ° T.O. GROUT EL. 100'-1" p\� r //2„ 4'-0 1/2" _'_ Z = c) LJa ia_Q J En CADRAIN LINE EL 91'-1 3/4" a © W .-- 6'-6 1/4" f L- FOR SKID SLEEPER /SEE DWG. 628-604A/B/C/D/E DETAILS 19'-6 3/4" FOR SKID SLEEPER "SEE DWG. 628-604A/B/C/D/E 16'-6 3/4' DETAILS FILL INSIDE GROUT WITH SAND OF PAD 6 -1 1/2" TRIM GROUT 1/2' CLEAR SIDEEACH OF EXPANSION JOINT i, TK -812 T.O. GROUT EL. 100'-1' C/L DRAIN LINE EL 91'-3 3/4'n SLOPE DRAIN LINE ° _ CA DRAIN LINE EL. 96'-6" 1/8" PER FOOT _ 0 1 TRIM GROUT m 1/2" CLEAR EACH SIDE OF EXPANSION JOINT CA DRAIN LINE EL. 96'-D 5/8" `D F'S . T.O.DRAIN CUP EL. 99'-10 3/4" - LJTYPICAL U (3) PLACES SEE DETAIL "0", DWG. 628-632H `. l a a � FOR SKID SLEEPER DETAILS SEE DWG. 628-604A/B/C/D/E 632H 632H FOR SKID SLEEPER DETAILS SEE DWG. 628-604A/B/C/D/E a a o a a 632H i I 632H FILL GIROUTEPAD F `r' i " WITH SAND y x''. , T.O. GROUT EL. 100'-1'-Ij` • y�I ALJ a � 3 1/4" \-T.O. GROUT EL. 100'-1" 6 3/4" InT.O. T.O. GROUT EL. 100`-1" _ GROUT EL. 100'-1" T.O. GROUT EL. 100'-1' 0 o L 2'-0 3/8" 1'-8" • • T.O. GROUT EL. 100'-1 " �. • • • 4'-0 5/8" 1'-8" 3'-7 7/8" 1'-0" 1'-0' 14'-0" 12'-0' 1'-6" i., T-11" 1'-8" 13'-6 3/4" 6'-6" DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 10" 4'-8" 10" 2'-5 1/2" —Mougland & Ass-oci This plan has been reviewed Date: The plan is accepted and appears to comply with the requirements of: 'Thoc "i ?"-c ger( C.1 ,ffrr ter - APPROVED FOR CONSTRUCTION 6-20-2002 A B c E F 628-632E 628-632C 628-632B 628-632A 628-329 628-604A/B/C/D/E DWG NUMBER REFERENCE DRAWINGS 4 3 STEM WALL REBAR PLAN ANCHOR BOLT PLAN PILING PLAN FOUNDATION MODEL VIEWS FABRICATION DETAILS (TK -852) FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION TOLERANCES CUTS t 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. +0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL DATE 5 DESCRIPTION REVISIONS r BH BY CK PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 -- 1:44pm Re Name: 628-632.dwg G:\DraIting\628\6O0\ THE HA\OVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 USTOME WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE DRAIN PIPING, GROUT, AND SKID SLEEPER PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. ,DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J - 628 APPROVED HF NO. REQ'D 6 7 r 8 9 10 DRAWING NO. 628-632D 11 G 6 10 DRAWING NO. 628-632E " CLR. 60'-3" 0/0 (2) SPACES 9" C/C = 1'-6" (18) SPACES © 11 3/4"± C/C = 17'-7 1/2" (2) SPACES 0 9" C/C = 1'-6" (19) SPACES @ 11 11/16"± C/C = 18'-6" (2) SPACES D 9" C/C = 1'-6" (18) SPACES @ 11 3/4"± C/C = 17'-7 1/2" (2) SPACES 9" C/C = 1'-6" 3" CLR. -J CJ M Le) MK -403 I- T 1`'— L G 1 I F-1 I I I I r-1-1 P I I --I- � I I - —I— - L _ - L__J L__J L__J L__J L__J L__J L__J r -' r I L 1- 1 6�. MK -601 MK -402 L_—L r 1- 1 L - L _ L__L L I -T -T - T -1 -1 -I L I I I -t -1 -7 I -I J T1 r _ T T 1 L_ L_ L_ L_ - J L__J L__J L L J -T -r T T -1- -L _ _ L - 1 L L L L L - L L I J J L L L 1 L_ 1 r T 1" T r r r r --- L_ L _ I_ I I r Y T ..J... _ _L _ 1...,.....1. 7- "r _ r F- I 1 L _L__1,_,.. _L_ _I I I -1 -'1 ®L. 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 628-604A/B/C/D/E FABRICATION DETAILS (TK -852) FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS REVISIONS 4 TOLERANCES CUTS ±1/8" ANGLES ± 1 /2° WELD ASSY ±1 /4" PROD. NO. PROD. ID. MK -403 MK -601 MK -402 —Hougland & Associ — This pian has been reviewe«�1���� Date: `.74-O `L The peen 1s accepted and appears to compey with the requirements of: '? 7 6 APPROVED FOR CONSTRUCTION 6-20-2002 THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT 15 SPECIFICALLY FURNISHED. Edited by: whope Jun 19, 2002 - 1:42pm File Name: 628-632.dwg G \Dralting\628\600\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION a S.O. NO. 3-628 APPROVED HF NO. REQ'D DRAWING NO, 628-632E 9 10 -.111116. 11 10 11 DRAWING NO. 628-632F 3" CLR. 60'-3" 0/0 (4) SPACES 0 4 1/2" C/C = 1'-6" (18) SPACES 0 11 3/4"± C/C = 17'-7 1/2" (4) SPACES 4 1/2" C/C = 1-6" (19) SPACES 0 11 11/16"± C/C = 18'-6" (4) SPACES 0 4 1/2" C/C = 1'-6" (18) SPACES (3 11 3/4"± C/C = 17'-7 1/2" (4) SPACES 0 4 1/2" C/C - 1'-6" 3" CLR. c -J 15/16'± C/C = 32'-10 1/4" (33) SPACES @ 11 �- MK -401 MK -602 MK -401 MK -401 co 2 cJ M (0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632E STEM WALL REBAR PLAN MK -602 STEM WALL REBAR SECTION "A -A" /MK --402 MK -902 MK -901 --Houg1and & Associals�-- This plan has been review Date: to The plan Is accepted and appears�, comply with the requirements of: s APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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- 604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS R EV I S I 0 N' PROD. NO, PROD. ID. Edited by: whope Jun 19, 2002 - 1:41pm File Nome: 628-632.dwg G:\Dratting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 UTOMER WILLIAMS PRODUCTION RMT CO, PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR SECTION "A -A" AMINE BUILDING DRAWN BWL SCALE N.T.S. 'DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-632F 4 7 9 10 11 - - - r- -r r_-1_ - r--- L I-. - r` -1- L -L I- L_ -I - -7 - 1 -L --I - -1 - T - -r - --7- - T - -r -- I I 1 I I J J _1 _L J. T - ri--11 - T - T - r- - 1 - - 1- - 1- - f--- c I- - -1- -1 1 - r -J -J -J- L -L -1--_L_ 1 1 I I -J 1 - 1 - T - T - T J J J. J _L - -r - _L _ T - - T 7 r TIT - Tr - T - 1-- - 1- - T 7- - T - r- - td- L-_ 1^_ 1._. - L... -L L_ I I 1 1 i 1 I 1 I I -1 1 -I _ J-_-_J._-,.1....-_L.^.-L-1 7 T r TIT 1 F g 4 MK 603 MK 604 r1-1-11 IIII -,' rn�11 rl-�1 11 rr�1�11 II rani 11 I c rc,--,,D D 1 1 D �� I I I- 7171 632H 632H) r F-1 1 632H 632H r Fl -i1 632H r TIT 1 III 11 II rr1-11 rT71 r1-1-11 r1 -I-11 111 11 11 r>-Im1 rF-1.1 r1 -I-11 rr-I-11 III MK -902 1 1 1 r .i _ —"11 _ >-I-11 1-1-1-11 11'1 11 1 rri- ---1- r-1-11 rFli1 -MK-402 - - - - _ _ _ MK -902 -I -1- ---- 11121111= MK -901 MK -901 ---- _ MK -902 _' 1_ I 111 11 1 MK -901 ---_ ---- - ----1 1 ----- 1 -- - - ---- ----7- MK -402 ---- ---- ---- MK -402 --- - 1 J I I I I I I 1 _ 1 __L_ LL_JJ _Li] I L_1J- 11 1 1 1 1 11 L -1J_ L_J.J___ 1 -- 11 1 1 1 1 41 L ill. J 1 L..1J LLI_J LL__ I 1 1 1 I 1 1 11 L -Ll_ LLJJ LLI- J LL_1J 1 11 1 11 I I 11 LLIJJ LLJJ LLIJJ LLJJ I 11 1 11 I I 632H 11 LLIJ.J LLJJ LLI_1J LL_1J I I11 11 11 1 I 11 LLIJJ LLJJ LLIIJ LLJJ I III ED = II II I I II I LLIJJ 2i LL_IJ LLIIJ LLJJ I III 11 III I II I L LIJ. J MK -401 L L -1 J r MK L LII MK L L J 1 [ MK -604 1 1 -401 %� MK -603 1 -401 MK -604 [ 1 I I 1 1- r T- r- 1 r 1 I 1 I I 1 1 1 T T -I L T T- T jy iT - i_ 7- t !I 1 -1 -T T T T T J '- -r- - T- - T`- T - I- - I- l 1 1 I 1 1 -7 -1 -r T - 1 L - _ L - L. - L I- t 1 1 1 I J .�I - : - J. - J - l _ .1 - _3.. - - - .._L - L - J - L —J_ .L— I L — L L_ 1 1 1 1 J .J �J _..L -L J J _L J_ _l_ J L .L... — L.... L... L_.. I— 1 I I I I J —..I _...J _...i co 2 cJ M (0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632E STEM WALL REBAR PLAN MK -602 STEM WALL REBAR SECTION "A -A" /MK --402 MK -902 MK -901 --Houg1and & Associals�-- This plan has been review Date: to The plan Is accepted and appears�, comply with the requirements of: s APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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- 604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS R EV I S I 0 N' PROD. NO, PROD. ID. Edited by: whope Jun 19, 2002 - 1:41pm File Nome: 628-632.dwg G:\Dratting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 UTOMER WILLIAMS PRODUCTION RMT CO, PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR SECTION "A -A" AMINE BUILDING DRAWN BWL SCALE N.T.S. 'DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-632F 4 7 9 10 11 1 10 11 DRAWING NO. 628-632G a J 60'-3" 0/0 1/2" THICK EXPANSION JOINT 2'-0" 17'-0 1/2" 1/2" THICK EXPANSION JOINT 2'-0" 1/2" THICK EXPANSION JOINT 7'-11" 1/2" THICK EXPANSION JOINT 2'-O" 1/2" THICK EXPANSION JOINT 17'-0 1/2" 1/2" THICK EXPANSION JOINT " CLR. (17) SPACES © 11 11/16± C/C = 16'-6 1/2" 3" CLR. MK -405 MK -409 3CLR.. (18) SPACES @ 11 5/8"± C/C = 17'-5" 3" CLR. MK -405 - MK -408 3' CLR. (17) SPACES @ 11 11/16"± C/C = 16`-6 1/2' 3" CLR. MK -405 MK --409 HELD NOTES: T or 1- T- -fi T- 1- I- r- 1--t- r- r r T- -1- r r I -1 7 7 7-7--T-7 I I -I -r -r -I I �I C-_r-T-7 T- -1- r I--TT-T -r I I r -7-T r r r r -t -t 1 1 ! 1 I -t -r -r rt - -I 7 -i - -r - . - 7 -1 -I _ -I 7-_I-"� 777-1 -1 T -_-I -7-T �_7 77-1 7-7-7--1 7I 7 7- -1 _ 7 _ 7 - T _ 1 7 7 7--`7-7-T-1 r r -T T r r r 1- r 7 -1-7 7 7-T-1 7--1-7-7--r-1 _L L L _L_L_L_L_L_L I I L_L_L_L_ L_ L_L_L_L-. _ L_L__ I L_L_L_L L_L_L_ I I L_L_L_, _L_L__LL._ I I I _L. --L- I 1 I L L 1- L L I I I I _ L L J._. L_ L I I - 1- L 1- I- I- - - I 1 1 1 J -I _1 _I J _L 4 -1 _I _1 L _ L L. _ L_ I 1 I _._I -1 -1 4 4 4 -I I I ! I _1 _l J. L 1 —I 7 7 7\ 7 7 T r T r 1- - 1- -1- 1 I I 1! 1 I I 1 1 1 1 1 1 I I I I i l _ _-_-_rt-r -r- r._r-_r-_ I I 1 1 1 1 1 1 1 --i--1-7-7-T- T -T -r -1i -1- I -"- -1 7 7 T -T -r -T--1--1- 1 1 1 1 1 I T -T -T -T --T-1 1 7 -7 -7 -T -TT -TT -1- 1 7 7-T-T-T_T T- 1 -i 771 -TT -TT 1- 1- I ---1_i_ 7_T_TTT_ f..._ -1 -1 -T 7---TTT TT- L L - _J _J L 1 / 1 1 _L_ L_L I I L J._1_1_1_ _ 1 _L_L _L_1_1_J-_L_L___L_ J _1_�_1_1_1_L_L_L_ i I _ __1_-1 _1_1_1_L_L_L_ 1 I I 1 1 1 J J_1 1 4 ..L -L L L ! 1 1 1 1 -1 -1 4 1 L -1- .. 1_ 1- 1 1 I I -1 --1 4 4. -1- -1- -L - I I I 1 - -1 -L 4 4- -1•- 7 �1 7 L I L_L_L_- 1 1 L 1 1 L_L_L._. ! C L_L_L_ 1 1 L_L_L_ L_L-_I.__ I 1 L L L- L L - I I 1 I 4- - 1 - 1- -I- -I- I I I -J J r 7 7 T r 7 1- I I I 1- 1- 1- r I- !- I 1 1 r t 1--r -r r --r L 1 1 1 1 1 1 r- 1--1- r r I I 1 r -r T -----r--17_ I 1 1 r" -T T r r r I I I 7 7 -r 7 7 f -T -T-1- r 1- 1 I FTTT 7_r r I- 1 I I I 7 7 -I-7-7-7-1 7 7 7 7 1 vT_r T -_r T- T T T r r r r -T 1-1- 1-f 17 rT_T- T I- I- I 7 7 7 7 1 -1--1- -i-7-7-1 I I 7_i7^1 -7--T-7-1 1_ --T_7 _,.r-_ E T L_ L_L L 1 L_LLL L_L L L_L_L_ _L_L L L_L_L L_L_L_L L_L_L L_LLL- L 1 L_L_ _L_L_L_L_ 1 L LL L L L_L L_ 1 I L -L L_L_L_L_L 1 L - -1- 1- L- 1 I- 1 I I L _ -L .L. 1- L- L_ 1-- 1 -1 1 I I- -1- L 1 I- 1- I- J _t 1 J _I _I _I 1 1 J I 1 �l __1_J _J._1_J I ! J_J__1_J I ! J J J 1_1_J �l J _1 J _L _1. _ I I I 1 I -1- - 1-- - 1•-- 1- 1- I I I L.- L-.L_L-L-. J -1 -1 -L -I L_ -. -.1. 4 4 -1 -1 4 4 4 -I 1. FIELD TO TRIM REBAR AS REQUIRED TO CLEAR ALL SLEEPERS AND SUMP CAN BY 3" MIN. 2. USE 1/2" THICK EXPANSION JOINT AROUND ALL EDGES EXPOSED TO SLEEPER FOUNDATIONS AND STEM WALLS. 3. SLOPE FLOOR FROM EDGES CLOSEST TO STEM WALLS (T.O.0 EL 100'-0") TO THE FLOOR DRAINS (T.O. DRAIN CUP COVER EL 99'-lO 3/4"). SEE DETAIL "C", DWG. 628-632H. 628-632H FOUNDATION SECTIONS AND DETAILS 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN FLOOR REBAR PLAN —Hougland & Associ - $ Tis plan has been reviewed 4 Date: The plan is accepted and appears to comply with the requirements of: '77(.0 APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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. 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 - 1:55pm Re Name: 628-632.dr►g G:\Drafting\628`600\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FLOOR REBAR PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628- 6320 2 4 5 6 7 8 9 10 11 2 5 6 7 8 10 1 1 DRAWING NO. 628-632H AB -1 SEE DETAIL THIS SHEET 1 1/2" T.O.C. EL. 100'-O" GRAD EL. 99' - Cri M 2" THICK VOID FORM UNDER STEM WALLS ONLY MK -403 MK -406 / MK -407 4 • 4 a , 4 4 a a" • X \ 1 >_" THICK (TYP) E) 'ANSION JOINT MATERIAL BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) TYPICAL GRADE ELEVATION MK -602 MK -603 / MK -604 2" THICK VOID FORM 3" CLR L FOR REBAR DETAILS IN LATERAL STEM WALLS SEE SECTION "C -C" OR 'D -D", THIS SHEET 7 J _L SECTION "B -B" TYPICAL LONGITUDINAL WALL SECTION 2'-0" (2) SPACES 0 9" C/C = CLR. 1'-6" T c.� fal /— uJ N MK -601 MK -901 2" THICK VOID FORM- S" CLR. 1 4 (4) SPACES 0 4 1/2" C/C - 1.-6" MK -901 3" CLR, SECTION "C -C" TYPICAL OUTSIDE LATERAL WALL SECTION 1- — 7 L 1 A 632F1 3" CLR. (2) SPACES 0 9" C/C = 3" CLR. 1'-6" (3) SPACES @ 10" C/C = 2'-6" FOR REBAR DETAILS IN LONGITUDINAL STEM WALLS SEE SECTION "B -B", THIS SHEET 17- IMK-404 A 632F MK -402 1 6 /--FOR REBAR DETAILS IN LONGITUDINAL STEM WALLS SEE SECTION "B -B", THIS SHEET MK -901 2" THICK VOID FORM 3" CLR. (4) SPACES 0 4 1/2" C/C MK -901 3" CLR. BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) DO NOT TRIM CONCRETE FOR PANEL RECESS (WALK-THRU DOOR AREA ONLY) 1'-6' SECTION "D -D" TYPICAL INSIDE LATERAL WALL SECTION ti 1'-0 1/2" 3" 8" 1 1/2" 11 Il .'s . * • �. ° :a. • GRADE EL. 99'-6" • �.6 • A SECTION "E -E" TYPICAL OVERHEAD DOOR SECTION SECTION "F -F" TYPICAL WALK-THRU DOOR SECTION 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) CAST IRON DRAIN GRATE 6' DIA. x 3/8" THK. McMASTER-CARR #2413K3 OR EQUAL BUILDING FLOOR ' SLOPE FLOOR CONCRETE FROM THE STEM WALLS TO THE FLOOR DRAIN T.O.C. EL. 100'-O" T.O. FLOOR DRAIN EL 99'-10 3 4" BUILDING STEM WALL 1/2" THICK EXPANSION JOINT PIPE, 2" S/80 PVC 4" x 2" S/80 PVC CONC. RED, 1/2" THICK EXPANSION JOINT DETAIL "G" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC PIPE, 2" x 0'-3" LG. S/80 PVC 2" 3000# 45' LATERAL PIPE, 2" S/80 PVC 4" x S/80 PVC CONC. RED. 2" 3000# ELL. 45' PVC DETAIL "H" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC PIPE, 2" x 0'-3" LG. S/80 PVC 2" 3000# ELL. 45' PVC PIPE, 2" S/80 PVC 4" x 2" S/80 PVC CONC. RED. DETAIL "J" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC 2" 3000# ELL 45' PVC MK --408 OR MK -409 FLOOR DETAIL_ 9" r DETAIL "AB -1 )7 SCALE: 1" = 1'--0" TYP. (16) PLCS. BUILDING STEM WALL MK -405 GENERAL NOTES: 1. A -BOLT BEND RADIUS A -BOLT BEND RADIUS ANCHOR BOLT MATERIAL 2 R = 3D R = 4D - A36 ( 1"0 AND SMALLER ) ( LARGER THAN 1"0 ) 3. REBAR MATERIAL - ASTM A-615 GR. 60 T` B I C5) A J B� A C 1 C A MARK SIZE NO SHAPE READ NO. DIMENS IONS A B C D R LENGTH EACH 401 #4 116 2'-6" 6" 3" 6'-6" TOTAL LENGTH g 754' 402 #4 136 1 2'-6" 1'-6" 3" 8'-6" 1156' 403 #4 8 6 59'-9" 59'-9" 478' 404 #4 14 6 35,-9" 35'-9" 501' 405 #4 55 6 33'-8" 33'-8" 1852' 406 407 #4 #4 4 6 18'-6" 18'-6" 74' 8 6 17'-7 1/2" 17'-7 1/2" 141' 408 #4 35 6 17'-5" 17'-5" 610' 409 #4 70 6 16'-6 1/2" 16`-6 1/2" 1158' 601 #6 14 6 35'-9" 35,-9" 501' 602 #6 2 6 59'-9" 59'-9" 120' 603 #6 2 6 18'-6" 18'-6" 37' 604 #6 4 6 17'-7 1/2" 17'-7 1/2" 71' 901 #9 8 6 35'-9" 286' 902 #9 12 6 32'-10 1/4' 32'-10 1/4" 395' AB- 1 AB -2 AB- 3 AB -4 3/4"0 5/8"0 1/2"0 3/4"o 16 24 60 8 SEE DETAIL AB -1 AB -5 5/8"0 4 TOTAL MATERIAL REQUIRED Dia 75.3 CU. YD 5.9 CU. FT. 7.7 CU. FT. 16 EA, 24 EA. 60 EA. 8 EA. DESCRIPTION CONCRETE, 4000 PSI 0 28 DAYS NON -SHRINK, CEMENTITIOUS GROUT SAND MATERIAL ANCHOR BOLTS, 3/4"0 x 2'-2" LG. W/9" HOOK (AB -1) A-36 3" THRDS. ONE END & (1) NUT & WASHER. PHILLIPS REDHEAD OR EQUAL (AB -2) 5/8" 0 W/ 2" PROJ. FROM T.O.C. LENGTH PER FIELD PHIWPS REDHEAD OR EQUAL (AB -3) 1/2" 0 W/ 1" PROJ. FROM T.O.C. LENGTH PER FIELD PHILLIPS REDHEAD OR EQUAL (AB -4) 3/4" 0 W/ 3" PROJ. FROM T.O.C. LENGTH PER FIELD 4 EA. PHIWPS REDHEAD OR EQUAL (AB -5) 5/8" 0 W/ 2 1/2" PROJ. FROM T.0.C. LENGTH PER FIELD 6724 L.F. 729 L.F. 681 L.F. 394.5 5,F. 681 L.F. 3EA. 3 EA. 2 EA. 464 L,F. REBAR, #4 REBAR, #6 REBAR, #9 2" THICK VOID FORM PIPE, 2" S/80 PVC CONCENTRIC REDUCER, 4"x2" S/80 PVC 90' L.R. ELBOW, 2" S/80 PVC 45' L.R. ELBOW, 2" S/80 PVC LATERAL, 2" S/80 PVC CAST IRON DRAIN GRATE, 6" DIA, x 3/8" THK•, McMASTER-CARR #2413K3 OR EQUAL 1/2" x 6" WIDE EXPANSION JOINT MATERIAL A-615--60 A-615-60 A-615-60 C E \ 0o vz/ GENERAL NOTES FOR CONCRETE 1. ELEVATIONS SHOWN ON FOUNDATION DETAIL DRAWINGS ARE TYPICAL AND ARE RELATIVE TO ADJACENT FINISHED GRADE. 2. CONSTRUCTION SHALL BE IN 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" 0 45'. 6. MATERIALS QUANTITIES DO NOT INCLUDE SPLICES, EXCESS CONCRLIL, 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 SH STRENGTH 9. UNLESS NOT CLEAR FROM ALL ---Hougland & Assoccfi3tas--- This plan has been revr Date: f (= The pian is accepted and appears to comply with the requirements of: ? 7U„`'G 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN 628-6320 ANCHOR BOLT PLAN TOLERANCES 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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 15 SPECIFICALLY FURNISHED. 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS DWG NUMBER DESCRIPTION 0 REV. ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DESCRIPTION DATE BY CK POU. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 - 1:39pm File Name: 628-632.dwg C:\Drafting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 cuTiroMER 28 DAY BREAKING LL BE TYPE 1 OR 1A. EINFORCEMENT SHALL BE 3" INTS AND SURFACES. APPROVED FOR CONSTRUCTION 6-20-2002 F WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION SECTIONS AND DETAILS AMINE BUILDING DRAWN BWL SCALE DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. APPROVED HF NO. REO'D DRAWING NO. 628-632H 4 6 7 8 9 10 11 E3 1 3 5 6 7 8 10 11 DRAWING NO. 628-11OC 5423' 5422' 5424' 5411P 418 5416&--- 5416&- 54112'` 5412'' 54i0�---- 5408' 5406° 5404' 5402' .7 5430' 5428` 5425' 5424' 5422' 5420' 5418'- 5418 5414' 5412' -- 5410' 5408' 5405' 5404' 5402' 0 0 S 0 Lti / f'%2f?fs ref ,-- . 5433' 5432'1 5430' — - - — 5428' 5426' 5424' 5422' 5420' — 5418'--- 5416' 5414' 5412 0 viI 5440' 5438' H CROSS SECTION AT E. 650' HOR120NTAL SCALE: 1'=40' VERTICAL SCALL: 1•=8' a a Lei CROSS SECTION AT E. 450' NORIZOUTAL SCALE: 1..40' VERTICAL SCALE: 1.=8' a 0 vi' I -.I --I 5436' ------ 5434' 5432' 5430' 5428' - 5426' 5424' 5422' 5420' 5418' CROSS SECTION AT E, 250' HORIZONTAL SCALE I.-40' VERTICAL SCALE: 1'=8° 0 0 CROSS SECTION AT E. 75' HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"4' 413 vi CUT F1LL a 9 AP F�RVED CONSTRUCTION 05-23-2002 TOLERANCES CUTS ±1/8" ANGLES ± 1/2' WELD ASS'Y. ±1 /4" THIS DRAWING I5 THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 ISSUE FOR CONSTRUCTUC ION 5/23/2002 HDA HDA CYJG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: rndellinger Jun 14, 2002 - 11:35um File Name 628-I1Ad*g 0:ttkdta4\628\1001, I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN ELEVATIONS DRAWN HDA SCALE 1"=40' DATE 5/13/02 UNIT N0. REV SlON 0 5.0. NO. APPROVED GW NO. RECO DRAWING 140. 628-11OC 1 2 3 1 4 5 6 8 9 10 11 2 3 5 6 DRAWING NO. 628-100 A 8 c D E G PFIEVAILING suiwiER wisp 2 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 LSI 0 0 LzJ PARKING OFFICE - CONTROL ISI L o, I_ I 0 0LE� GENERATOR BLpG / MCC 30'W. x 5'L. 0 0 LJ 0 0 t'l Lid 0 0 N 0 N) E-2021 - 5-0 T--5020 0 Ib 1- N 0 CO I 1- A-301 PIPE RACK TK -831 L- ID E-221A/B T -811 TK 814 812 TK AMINE BLDG. 36' x 60' r I I L J T-5011 I E-202 �Qr T-502 2, r Ti C-121 A-322/323 F-424 0 L a. 1 A 321 TK -831 TK -851 r-, r r8, + +� E-221A/B r __J 01121 L / TI -i-811 K814 1 -- 1 1. J_-1 ; ifK-812 F-11 J L i'7,.4K AMINE BLDG. 36' x 60' -4' �t A- 322/323 • A--321 F-424 0 0 LTJ •••••••-- H-741A H-741 R COMPRESSOR BILDING 36' W. x 1 5' L. REFRIGERATION COMPRESSORS Rf SIDUE GAS CONIPRESSORS r�7ir"c'. L L A-331 SLEEPERS REFRIGERATION COMPRESSORS get 'Ari R.SIDUE GAS C0 AIPRESSORS A-33 0 0 LLi TK -815 CO2 VENT STACK 0 LSI 0 0 RESIDUE GA S METERING r 1- L' Rig 3 0 NGL LOADING PUMP 0 0 Q APPRQVEV OWTO IIOTW c"arT ONI * ineesenoso GARFIELD COMM SUILDING DEP into Cori MIPICI'#ON WIMOVT \i "MN Ott* +air awf AILIMMEMMMIM 11 11 11 11 1/ /1 NOTE: NGL HMO FUEL RAW FLARE RESIDU LOAD IN D gf( .k 40* ui Y 0 •y P 14D'a ! Eb FUTURE EQUIPMENT O2 The plan Is accepte9indappears to , c i comply with Mei-. uirements et: l i'Ui r 7 r42 ":".;..447)„..rije44,Z.;„c r yi6 tre• e P441-1 et, gare i »—' /P' # b# r <Z--\ 6(o SHOWN DASHED. 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 06-18-2002 DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE MLD BY MLD CK PROD. NO. REFERENCE DRAWINGS ..�. 4 rmmw 5 REVISIONS 6 -� PROD. ID. 7 Edited by: mdellinger Jun 20, 2002 - 2:19pm File Name: 628-100.dwg G:\ Drafting 1,628\100\ r 8 T CO VI A\OVP HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 9 r WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE DRAWN MLD SCALE 1 "=40' PLOT PLAN DATE 5/13/02 S.O. NO, 628 10 UNIT NO. REVISION 0 DRAWING NO. 628-100 11 G —\ • / • \ / 4' v / \ \// \lbe !Y// \\r / ♦ 9 SIDE WALL SHEETS / / / / / • • •y4, •\ E czb t • • \T E ROOF FRAMING FLAN \ \ \ \ •• / / / / PS f TYP) • 541 in \ ejem, • • • N 6'-0 20-0 _0 0 LHD r N/41- / N r 3L44 / 8. iL r 20'-0 20'-0 • FULL HEIGHT 1eI6'-105 j, • • 60-0 0/0 STEEL ELEVATION e LINE "A" n m to • A v e sD • \ \ \ • 541 14'-0 20'-0 B r v / / / / / / 1 I / / / / \ea • • GENERAL BUILDING SPECIFICATIONS: Building shall be designed for the following crite Seismic Zone l; Collateral load (3 PSF for Ii Code as required by Garfield County, Colorado. Spee 2824 : 40 PSF roof snow load; 80 MPH wind l 4d with Exposure Factor C; g); dead load of structure; in accordant with 1997 Uniform Building Building primary rigid frames to be constructed of built-up tapered plate frames. Secondary members to be constructed of cold -formed sail shapes. Design and fabrication shall be in acconlance with the latest edition of A.LS.C., A.I.S.L, and A.W.S. Specifications. A non -expandable "bearing frame" shall be used at each end of the building with typical connections for girts, purlins, etc., that is not designed to facilitate a future building extension. Building is furnished with steel rod anCor steel cable bracing in the roof and sidewalls. 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. Building 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. Building wall panels to be 26 gage galvalume, prepainted tap 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. Building 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 and R-13 4" thick x 0.611 nominal density vinyl reinforced fiberglass insulation in the walls. AMINE BUILDING ACCESSORIES: Building dimensions to be 36' wide x 60' long x 21' eave height. Bay spacing to be three (3) © 20'-0" each. Roof to be gable type with 4:12 roof slope. S 5- Window assemblies to be 6' wide x 3' de aluminum horizontal slide window complete with clear insulated double pane safety glass and bug screen on operable sash. hitt- C t rats 14. - Personnel door assemblies to be 3070G single swing type, Dominion Building Products insulated door complete with panic device, closer, 1 %" thick doors with clear insulated double pane laminated safety r ' formed hollow metal frame, weatherstripping, hinges, threshold, and finish painted. All hardware -to be ADA complian 1-3C' CoLog Si\MaA.a TAN_ _ 1- 3' projected x 5'-0" wide canopy over personnel doors constructed of 10 g painted to match wall panel color selection. Got: oz : 5°44R* TAt... - Roll -up door assemblies to be 14' wide x 14' 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). 1- Lot of gravity ventilation equipment to achieve three (3) air changes per hour as follows: 501f- Continuous 9" throat ridge ventilator complete with birdscreen and operable damper assembly. Cot. ore; SA HA k 6- 4'A" wide xi 4'-0" high manually adjustable louvers with manual hand quadrant actuator with birdscreen inremovableframe. Cot.og, SA-\A£A TAN, 2.- Wtsoor+t4 18s,F 2 - Vrt.t 32 s, F - R<ti,c J • • • , r (o -o 20'-0 a: -1'-o 4I -4 SIDE WALL SHEETSr • I • FULL 1 -4E161 -IT 3661-104 • 60'-0 0/0 STEEL 1 • 4-0 20'-0 be 6, -lei C+tala --••j i• ELEVATION e LINE +-8g, L,v-ra $y 9ooR SupPUteR ISSUE A O REV. DESCRIPTION DA APPROVAL CEw1; Fov, ,.j -re. 02 4102 UNITED STEEL STRUCTURES DZ,m 1060 duz¢ae POINT ur¢ 6cuerchermiAarias: 4er-risS COLOR SCHEDULE WALL PANEL . sc. HAS a re\r.., ROOF PANEL DOWNSPOUTS GUTTER CORNER TRIM WALL TRIM WALKDOOR TRIM C,4NOP1 TRIM VI N p ovJ TRIM LOUVER TRIM Roll up QooR TRIM co —Hougland & Assocl This plan has been reviewed p Date: The plan Is accepted and appears to comply with the requirements of: '77 Jf C AMINE BUILDING DESC:.PT!ON: ROOF PLAN 4 SDEWALL ELEVATIONS CUSTOMER: WILLIAMS GAS PIPELINE CO. LOCATION: PARACI-4UTE, CO DRAJING 31- Kc Y KG DATE CH_=C P3Y DATE 7e441C1� 2324 LOAD5 E1 at ISE O 2S441 C c r 61 9 0 _, N , 4- -p (3 _,Lia 3 r-4 G� 'i 4- 4-‘-c7 , _9 , 0 61-0 N/Al- -oeA 0 , �,N, , , 18'-0y , i 18I_0 , 36'-0 0/0 STEEL EjEYATIONTh LEFT ENDLUALL NOTE FIELD CUT PANELS AS IaEQUIRED O 4 rie it e S1.4EETING L INF "1" LEFT ENDLUALL 't 8 O N -—0�,Nd. +0 6'-0 At y .a , , - "'C,y '-0 0 �'�'� -11N1,1 f 18`-0.,18'-0 �N 36'-0 ©/C STEEL ELEVATION LINE 1141! i F T ENDLUALL NOTE! FIELD CUT PANELS AS REQUIRED r cr) CSI 51-4EETING ' LINE 11411 JG -1T ENDLUALL 155UE A 0 w 1 12 4 211--0I'R' PANEL 0 2'-3 017 "� �` � W/ 12"CONN. PLATES. 42 NOTE FLANGE !BRACES ARE LOCATED ONE (&) 1"° x 2" A325 SALTS \\N.—CC') "O x 2" A325 !BOLTS W/ 12" CONN. PLATES SIDE OF FRAME ONLY.(UNLESS NOTED) FIN. FLOOR 31'-5.4 CLEAR SYMM. 36'-s 0/0 STEEL // C1 CSS SECTJCN ' LINES - 2 4 3 LINITE2 STEEL STRUC1 Ui S r1=1 14cuascP XAb (2a) 49M-lliid9 Hougland & Assocla This plan has been reviewed Date: ': The piers Is accepted and appears to comply with the requirements of: , AMINE SJLINDING DESCRIPTIO;: ENDWAL LS i CROSS SECTION CUSTOMER: WILLIAMS GAS P!FEL INE CO. LOCATION: PARAC;-4UTE, CO DRAWING BY 1DATE ICG Ci-;EGK BY f DATE 76441C4LEI JOB 2524 LOADS 25441 C D'NGE2OF ISSUE h 1.'3. CLo5oRe. Cp.JLt{ 'Y'4IL) OW -70 Ng -A/( 0Vry pap Rtve-r5 -� HSA o .6x72-1/2 s- .14 o• s C t. o13uP. , 0 0 m PRA (A) T'1'PICAL VJ,tJOow HEAO/S%LL 6 -TAIL A - e> F IZAMW OP LA, . -t'E et ) (g x2,(/2 c) R'v5T5 (?YP ) o T`C ICP L WINDOW JA1.1 'Q TAIL V+//fiLL t '. CLo t,p . HEAL, -reit-1 C p.'Jule., `' VE E L .l i cDOC ,, LEAF 1ts3 5vc.. 5-reat.a� (exc) C N 1 TIP \CAL_ WALKOC IA !EA D ()ETA( L vilo .4411 0P\it OPhA WIDTH Q?o012 LEAF v\JJ5L9 P1. are ,A. JC 4 L I X /2‘.." S6 L Ir viz ms's C-rEic 3) FL -L) C,AV L KC `Z INSVL. R.' WALL PA,.JeL A t-1,5 7 CSL_y_ pt_Li9o0& e) DETAIL. RHC RICHT-HAND OUT DOOR SWING LEGEND L HQ LEFT-HAND OUT rin 3*- 0" -r 2" FIELD DRILL FOR SUPPORT PLATE AS REQUIRED r ASSEMBLY LAYOUT OF DOOR CANOPY SUPPORT CANOPY SHOWN IS FOR A 5' -6" WIDE x 3'-0" PROJECTION CANOPY OVER THE 3070 DOOR 1) WALK DOOR SUPPORT JAMB 2) WALL PANEL - (FIELD CUT SLIT FOR SUPPORT PLATE) 3) MACHINE BOLT (4 0 x 1") (FIELD TO MATCH DRILL BOLTS IN CANOPY PLATE) 4) SUPPORT PLATE - SP I (4" PLATE) 5) MACHINE BOLT w/NUT (12 0 x 14") 6) CLIP ANGLE - CL 1 (G 3 x 2 x 4) 7) MACHINE BOLT w/NUT (2 0 x 112") $) 12"0 ROD x 3.-10" w/4" THREADS EACH END (ROI) 9) ICE CANOPY 10) SUPPORT HEADER 11) 000R FRAME HEADER CANOPY STEEL LINE CAULK SILL AULKSILL TRIM EXTERIOR WALL PANEL 10 GC. PLATE SECTION THRU CANOPY BEYOND D002 EX TER 1 OR WALL PANEL JAMB TRIM EX TER I OR WALL PANEL HEAD TRIM -.. 1,4 x 1 GAL V. A307 MACH. BOLT 6" o. c. (TYP) CAULK ICE CANOPY 10 Go. PLATE STEEL L INE NUT CANOPY SUPPORT HEAD (8 x 40) LINER PANELS HEAD ka' TRIM = o CAULK DOOR :. L EAF�I C8 HEADER FACTORY FRAME 1 1 SECTION THRU CANPY AT DOOR 51-6" 0/0 PLATE \-10 GC. PLATE CAULK SECTION 7-2U CANOPY I I'! R ��. AI SECTIONS a WALK DOOR AND CANOPY ?POO IDE IWI 130. 100 3 .istokirofzi CANOPY ISOMETRIC *'2 x SELF -DRILLING 4 FRAMED OPENING SCREO (TEK 3) 213," 31.0" OPENING w r - MAK UJELD PLATE 4NG'-I0R 51" DOOR FRAME EXTERIOR "R" WALL PANEL KO. DATE 2 C X102 6'/42 2 E Y I S I O ti S DCSCRIPTICN ReAl ' L C.6 sV. `r, Fog Cas- s-rx. JAMS TRIM W4LK oc JA, DOOR LEAF CAULK si-'5 JET4TL --"-Hougland & ASSOClate$ � This plan has been reviewed Date: The plan is accepted and appears to comply with the requirements of: 1 ?76,r/5 AM1N 5L -ID " TED STEEL STRUCTURES INCORPORATED 16000 BARKERS POINT LANE • HOUSTON, TEXAS 77079 • (281) 496-1300 CuaTOMlaa 6OCATID s O®@riRM my ARA CH CMIC><CO i• T QVOT6 NO. • JOY NO. 21324 Or- E1,16T MO. 1914h16 2g./ •R` WALL CLOSU E S T 5 EEL1-M.AO T1P_J CAL ROLL- V? p 0012- HEAD DETAIL 0 T`!PI cAL SeGTioN RID6E. VENT S -1 -SEL 3,1=0-15 8x-� Doo GvrQ: 4;)5uL. ' Be M".Ail.'. 1 A J L TYPICAL 1ZOLL-(JF t)oo2 3M-15 DETAIL S EGL LI we. x D. d5r1D.N5rrsi 11NMcs-17 t\I ut-A-riotClAyp ---rto aers) Fur? L.los)1 SUTr\K. x p.lo `� Ns ID/ Psk-V R 115E_2GLPv5S IQ SO LIYT bc9 (ProA pap) x O,lo� ?K -\JR. 1=16E.gG1,-As5 iNLA—I-10N! C'Difili p G s (71 1501° „ IV/ 5116 If S� 19P114' 4 fu 711% 2 00F 4 WALL \NsU LR-t"ioN PSK-- v - ►i4tk i t461 StoX Lou END N4 1 E vs./ I 4-0 FO. °V N r t. K-1 CLP e { 81'0.c. iIAx. J I 12re'(/r 0,1 Sr t A1-115 2 (8 2 'ii C' -. LOu v.e lz. CAULK 'WALL PPMtJEtr A ..4 Rz —r-ri , a _.,rt —Hougland & Associa Owner Strap ax-ect01 At 2'-0' On Center For A11 Northern Gutttro 5titcii Sores At6iOA Cantor Fatal Cap Trim (hK-ETC12) fid Guth (t (-EG___N) Outside Gloekre f 5titdi 5crea At 24' GA Garter (OPTIONAL) Vold. Clan At 6' On Certs PrP Mem Sams At ti' On Cants Saye Strut ital! Pana! LOU EAVE DETAIL WIN NOIJ-HTERi EAVE GUTTER (51EETar) 511744.. t ) ROOF Sh'EETIAJG ,DJPLIAI TAPa7 SEALER S Chc„/"a G. Pop Rivet Downspout Downspout Strap 'R' Panel 'R' Roe au DOLNSPC)UT STRAP ATTACHMENT Doinspout 5tra (11K -Di) Pop Rivet Splice (If Reg'd) Dr rtspou' (MIK-05) DS. Kickout (Install WR Pop Rlvits on 3 Sides) Girt Girt Wall Penal UGt �I UT Ta &Jn D TAI! Clutter Field Gut Gutter l'It l k' Pattern p 1SFOJT DETAIL AT S14EETED WALL _ SECTION 'A' DS. ST'iRi%P C IANTITY EAS HEIGHT iAv71TY i1'-0 2 L Additional Fina. fear (If 'd) For. Cross Seem PUR_ N LAPS (4 Bolts. Add 2 add!tic7nal per fling. bra) Fez -L_ LINe f11 £rip Cir PLIRLINL rr 4F END RAFiaR T JM :C,t: E iV5 t? /2"0. ©. . ours /D cLOSQA:. /2"1.4 x r/D RAPrk VARI:.S, EA/DK/ALL SNEe.TIN G /2' x /•x' A325 .3oL , V eNOWA�1. CJL./,t A/ (a.1.{PZ VAA/5S) r 1 ll r 7 1 SECT /ON @ LrGHT EivO WALL) EAVE STRUT „CEE" COLUMN (2)12,°x 114" M.B. END RAFTER (HOT . ROLL or COLD FORM) Fake Trim (P1(-RT01) rater Saewe rrtch (4)12"Ox 114fl At a, canker A325 BOLTS amide Clears 'Wali Panel AT SEA HIG RAVE FISH OR 3Y -FRAMED S1DEW'ALL Stitch Screws At 20' CCn Ceeter Steal Lir "R" Panel CJTS1pE GORETAIL "R" PMEL stxl Ire Stites 5asA At 12' Gn cater itIth Ga i uara Tapa Sealant Urea Tram Ptrl]n (Pond) FAKE Dr=1'A!L WIT -f S1~^ETED ENDWA L Comer Trim (11(-CTaU Roof Pares Endwall Girt 4'ox1`Moch. Bolts Hot Rolled Endwall Column(MK- Ewl,.,..) (or MK--EML_) Endwall Girt Endwall Steel Llne HOT ROLLED ENUWALL COLUMN (LONG GIRT CLiP CONDITION' Endwall Girt ti^ox1"Mach. Bolts Cold Form Corner Column(MK-ECC_) Sheeting Clip (MK-CL6) Sidewoil Steel Line Sldewall Girt Endwall Steel Line COLD FORM CORNER COLUMN 21- 2 T 1 Fldnge Brace An Req d) Tape Sealant (%cical At Et1dl8p8a �/,,'. Doimlil Cr Eave Pani 1nsideFiller Strip Tape Sealant Top 4 5ottom Ill Cr Peak Panel L�! Tape Sealant (Typical At Side"ap3) Eave Strut/ Panel Cap Trim Gutter Lap As 5hoo ( .ave Trim Lap Similar) '42° (Cats" , 4 Pop Rivet A5 Rego) Gutter Straps a 2'4" C.G.-- GENERAL NOTES 1. BUILDING IS TO BE TIGHT AND PLUMB BEFORE SHEETING I5 TO BEGIN Critter Field Miter k Pop Rivet Rake End Cap 11 212" 3'f 39 i;,2' f 3't' 39 '�2' i 3�' ' 3'7" 'i'( • 2 SHEETING IS TO BEGIN AT LEE*ARC END OF BUILDING 50 THAr t ALL PANEL LAPS OCCUR AWAY FROM PREVAILING WINDS. Ce+.all udu AHC F4N L 1DI.At'S, t E; ___FAS T ENER L d!Q, 3. SKYLIGHTS RECEIVE SAVE SCREW PATTERNS AS ROOF PANELS, EXCEPT SKYLIGHT TO SKYUCHT STITCH. USE SKYLIGHT GROMMET SCREWS AT HIS CONDITION. :21./7" 12" 1?° 1?" 4. ERECTION CREW IS TO SWEEP ROOT' PA'�ELS CLEAN OF ALL METAL 11 7/1107i 1• ' SHAMNGS DAILY. P Detail A Main Frame interior Column 4 "ix1 "Mach. Bolts '" 5. ALL SEALANT TAPE SHOWN IS 3/15" x 7/8' DOUBLE TRACK . NIEWE,OTATF. FASItteR LAYMIT 5. PANEi. INSTALLATION AS SHOWN ON THIS PAGE MEETS All REQUIREiJEITS OF UL3O do UL90. atftc. i Screws At 7. NS PACKAGE MUST BE USED IN CONJUNCTION WTH SNOW FENCES 20" G\. Center AND OR HEAT STRIPS. SNOW FENCES AND HEAT STRIPS NOT FURNISHED BY U.S.A. `Sidewall Girt Sldewall Steel Line in Lap As Rep".0) Bay Dimension - int Frame INTERN R O UMN PURLIN (BY U.S.A.--) EAVE STRUT 4' C/C 12' C/C 0' Cr Si1TCSCRE SPACING sR - , EAv'E rontinuc s Tape 56aier I , IIx " Exteneed Leg Cri A" Ru Panel -0,n1 ROOF PA NE INSTAL.L_ATIC NORTkERN F ACK4 G^ II i HOTS: Li..51 oralprovtdeo the ( roof p+rlir.. 411 other materla1 Iand hardware to by oars. CLIP ANGLE, BOLTS, HANGER, ETC.. BY OTHERS Acceptable correction > etail 12" i0' 2" (2) Sates Between Base Member And 1'-31Y' Girt. (i) 5cre Between 41! Other Members. And (l) Scrag At Al Member Location. PURLIN NOTE: 1 Yrlillno or.olet$ in rizr eb or purlir,a Is atructurLlly ciett.r)mt.h antal to a r n r. Any collateral loado,^twhich are tncluc�+ 1n t..' -ie purlin ceeicen loads, are to be attached by corrsctlon directly '-o the web on;y. l ISSUE A O REV. DESCRIPTION APPROvAL C Efrr. Fox Gva•rr. "lM�R SCREW LOCATION (ALL MEMBERS) t i 5 1tcfi 5creL15 DETAIL" B" I II PANEL WALL. Ftange C-Ciar:p is not acceptable connection an UNITED STEEL STRUCTURES ES CACCIRPONATIO WIMP e5.vvcrwe MINI' LAC kag. G4.'LyfAD f:,I) 4rgr-:10410 x' PURL!N C-CLA?/ ALL -THREAD ROD Connect;on throe h the f tanger+sHe►I� I ttp IPC Pian rias beer'; reviewer ATTACHMENT OF SUSPENDED ITEMS me , accepted and appearsto (f3 Y OTHERS) Tfiiscx rr>ply with the requirements df: 77 /a DESCIPTION.: ERECTION DETAILS CUSTC7l" SER: L GCATtCN: LL'iLLIAMS GA5 ¶ 1 ELiNE CO. PAR/AC-UTE', CO " mIstCs 5Y DATE KC CI-ECKY ..!05 2S24- L.0A '5 25441 C DRAWING " +-r- -�OF 155L:E 0- 0 1 �2 O/O STEEL 0 20'-112 uNclei1 Cl 36'-0 0/0 STEEL i to 4 Nr 0 fi G" 3'2),4 4'rc1�� A 22 20'-0 (01--0 >IJ 20'-112 �4 31• 3t24 ▪ -0 20'-112 20' -112 ro ,2,l2 zro GEN RAL. NOTES: ap THE SOLE PURPOSE OF THIS DRAUJING I6 TO LOCATE ANCHOR BOLTS IN REFERENCE TO THE BUILDING STEEL LINE, U.S.S.I. 6-QWS ONLY THEIR SUGGESTED PANEL RECESS, ALL OUT TO OUT OF CONCRETE DIMENSIONS ARE TO BE DETER"i1NED BY THE 0.16TOMER BOTTOM OF ALL BASE PLATES A} AT THE 8411E ELEVATION (UNLE88 NOTED) 212 rL 0 201-0 31- 0 20-112 4 .32 j Q .1 CVS st-1\3a 4NC OR BOLT SETTING FLAN @.8K SEISMIC RIGHT MAIN >=R041 -1E REACTIONS e LINES 2 A 3 NOTE: SHEAR ANGLES AND/OR ANCHOR TIES A. .0T. RIR+i'SHED BY WIN 4.0 < K 4.0Kt E3:,4CED RACT1ON DL +LL iL +WL MAX. E.W. CCLGREACTION AT BEARING FRAME Si -e; EL 1L 1 3 Z - (7 24 G (xj C l-1. A lti.Ic 1-L oS� ) 500,E E tv0 C -I }Z.ov` /f C o25 BASE TYPE "F t O C-oZ o .'T STEEL L1NE (U BASE ANGLE (RAMSET) PIN. FLOOR SECTION "A I' a_ S7: CT I CDN 11F" STEEL LINE n -fl u 2 2 4 1 F!N, FLOOR SECTION '1C" STEEL LINE (MINi 2 4 L 1 FIN. FLCOR SECTION "J" REG/0 y C r :¢ 30 2' P a r 44". ANCHOR BOLTS SASE TYPE 'A" i PANEL No Cat v -r &IDEUTALL I STEEL LINE 4"1" SASE I i PE "15II ANCHOR BOLTS KJ( c-, SVT �rENDWALL STEEL LINE 4-1,I'A ANCHOR BOLTS BASE TYPE "CII J c) • 2-12"0 Cl tJ c H, ASC Nog s BASE TYPE "D " Uo C tit ►�T —Hot.an!ansa & ASS -0 Thi., plan has been iovIewe Date:"? The plan Is accepted and appears to comply with the requirements ot: ` 776/0- r r r - DL+LL DL+WL {+ H+ v+ v+ ALL REACT IONS IN KIPS LOADING L1N 2-3 AXIS v LOAD iNG L 1NE 2-3 DL A 02 1.4 WLR AX ! S 1•'1'1 C 3.1 V 4NCHO; 5 LT ID TAIL Fells SYMBOL IA. QTY, L T BOJ. ISSUE REV. DESCRIPTION 'DATE DL c -@2 1.4 WLL (2) A -4.6 LL A 3_3 155 LILL (2) c -@.5 LL WLL -33 1J5 WL : (2) 1.e - G.5 A - 3.1 -6.8 WLR (2) C 4.6 -4b WLL WLR C -2B -2.6 SEISMIC LEFT -0.1 - 0,`3 r WAi3HER 'BY L.S..I) A5TM - A3g, J A 2.8 -2.6 SEISMIC LEFT A4 + 1/211 rlO� 1.47: ' Ct�rc�. A*dC • A A APPROVAL A5 5/8" 1,-211 311 11-'511 311 211 311 2 E1 3" Cee -r. Fv Coos -r, Koz. Al 1 �1- C/ S+11 311 3,1 .71 1t J R cv, Cr V -r. FR. 'ioz .4111 A8 2'-211 311 3" 314 UT A10 - I1/411 2'-4" 311 411 411 @.a ANCHOR1 CLTS ls• OTkERs uu 412 -4$,- I112" 21-6" 411 411 d UNITED STEL STRUCTURES Neagrondats, 140e.eie SAMI.Z143 pow Loa 1;013871:111. TEXAb 181-466-15110 26441 AMINE BUILDING 1 DESCRIPTION: ANCHOR BOLT SETT1NC3 PLA CUSTOMER: 'WILLIAMS GAS PIPELINE CO. LOCATION: PARACHUTE, CO DRAWING BY JOB 2824 2844. DATE KC CHECK BY DATE LADS ID RAW F1OF1 w s c• mai eri 0 E D ? " ♦ 4 4 D - � n 33' -J C/C AMCI4OR 50LTS E E D • + A A • 41 1 a Z °‘--- 0 C 1 rfl 3t24 ▪ -0 20'-112 20' -112 ro ,2,l2 zro GEN RAL. NOTES: ap THE SOLE PURPOSE OF THIS DRAUJING I6 TO LOCATE ANCHOR BOLTS IN REFERENCE TO THE BUILDING STEEL LINE, U.S.S.I. 6-QWS ONLY THEIR SUGGESTED PANEL RECESS, ALL OUT TO OUT OF CONCRETE DIMENSIONS ARE TO BE DETER"i1NED BY THE 0.16TOMER BOTTOM OF ALL BASE PLATES A} AT THE 8411E ELEVATION (UNLE88 NOTED) 212 rL 0 201-0 31- 0 20-112 4 .32 j Q .1 CVS st-1\3a 4NC OR BOLT SETTING FLAN @.8K SEISMIC RIGHT MAIN >=R041 -1E REACTIONS e LINES 2 A 3 NOTE: SHEAR ANGLES AND/OR ANCHOR TIES A. .0T. RIR+i'SHED BY WIN 4.0 < K 4.0Kt E3:,4CED RACT1ON DL +LL iL +WL MAX. E.W. CCLGREACTION AT BEARING FRAME Si -e; EL 1L 1 3 Z - (7 24 G (xj C l-1. A lti.Ic 1-L oS� ) 500,E E tv0 C -I }Z.ov` /f C o25 BASE TYPE "F t O C-oZ o .'T STEEL L1NE (U BASE ANGLE (RAMSET) PIN. FLOOR SECTION "A I' a_ S7: CT I CDN 11F" STEEL LINE n -fl u 2 2 4 1 F!N, FLOOR SECTION '1C" STEEL LINE (MINi 2 4 L 1 FIN. FLCOR SECTION "J" REG/0 y C r :¢ 30 2' P a r 44". ANCHOR BOLTS SASE TYPE 'A" i PANEL No Cat v -r &IDEUTALL I STEEL LINE 4"1" SASE I i PE "15II ANCHOR BOLTS KJ( c-, SVT �rENDWALL STEEL LINE 4-1,I'A ANCHOR BOLTS BASE TYPE "CII J c) • 2-12"0 Cl tJ c H, ASC Nog s BASE TYPE "D " Uo C tit ►�T —Hot.an!ansa & ASS -0 Thi., plan has been iovIewe Date:"? The plan Is accepted and appears to comply with the requirements ot: ` 776/0- r r r - DL+LL DL+WL {+ H+ v+ v+ ALL REACT IONS IN KIPS LOADING L1N 2-3 AXIS v LOAD iNG L 1NE 2-3 DL A 02 1.4 WLR AX ! S 1•'1'1 C 3.1 V 4NCHO; 5 LT ID TAIL Fells SYMBOL IA. QTY, L T BOJ. ISSUE REV. DESCRIPTION 'DATE DL c -@2 1.4 WLL (2) A -4.6 LL A 3_3 155 LILL (2) c -@.5 LL WLL -33 1J5 WL : (2) 1.e - G.5 A - 3.1 -6.8 WLR (2) C 4.6 -4b WLL WLR C -2B -2.6 SEISMIC LEFT -0.1 - 0,`3 r WAi3HER 'BY L.S..I) A5TM - A3g, J A 2.8 -2.6 SEISMIC LEFT A4 + 1/211 rlO� 1.47: ' Ct�rc�. A*dC • A A APPROVAL A5 5/8" 1,-211 311 11-'511 311 211 311 2 E1 3" Cee -r. Fv Coos -r, Koz. Al 1 �1- C/ S+11 311 3,1 .71 1t J R cv, Cr V -r. FR. 'ioz .4111 A8 2'-211 311 3" 314 UT A10 - I1/411 2'-4" 311 411 411 @.a ANCHOR1 CLTS ls• OTkERs uu 412 -4$,- I112" 21-6" 411 411 d UNITED STEL STRUCTURES Neagrondats, 140e.eie SAMI.Z143 pow Loa 1;013871:111. TEXAb 181-466-15110 26441 AMINE BUILDING 1 DESCRIPTION: ANCHOR BOLT SETT1NC3 PLA CUSTOMER: 'WILLIAMS GAS PIPELINE CO. LOCATION: PARACHUTE, CO DRAWING BY JOB 2824 2844. DATE KC CHECK BY DATE LADS ID RAW F1OF1 2 PAWING NO. 628-1 10A GRID REFERENCE POINT ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. ra-•- - �rr ta-a-i-rrrtr i-- 1 5437--t a r- -■-r- _ 111-11111M)-111-0-1=1111-6-111 r-! r r-rr1111-r-r- 1 l4 42 VEHICLE ACCESS GATE (FIELD LOCATE) aMW . ■_a — WWW* -0 542 C/L PLANT ENTRANCE DRIVEWAY 18' CULVERT UNDER DRIVEWAY 1=71-- aI CD rrPROPOSED ROAD J LOCATION M2 541 ribilmay Lw wA 5, 2D0-0 1 0 r Rrf S. 300'-0", ED ED e e if A ill Ain „RA:' hu Iu11 sr..�rA 1•__+r+ Ilii lil 11111 iawr --1 :} 7 r , .... .fr r A i / T,. ., '' '" ,, /:, d20 ,/............... 2='="'"'''''`'`r - 4i• 5423.542 541 42 541b 541 541 ■ J 1 4 S. 500'-0' S. 700'-0 ar rr y roti ar VEHICLE ACCESS GATE (FIELD LOCATE) EXISTING SEWER UNE (ABANDONED) OVERHEAD POWER ONES (TO BE RELOCATED) APPROVE FOR CONSTRUCTION 05/23/2002, TOLERANCES REV OFFICE ELEV. ADD TANK TERMS 6/5/02 HOA OA 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. 0 ISSUE FOR CONSTRUCT 5/23/02 OA OA DWG NUMBER DESCRIPTION REV DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:38am Tk xmne; 628-110.bq 01111, I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71 st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN DRAWN HDA SCALE DATE 5/13/02 UNIT NO. REVISION 1 S.O. NO. APPROVED GW NO. REOD DRAWING NO. 628-110A 1 I 2 3 4 1 5 6 7 8 9 DRAWING NO. 628-11 OB GRID REFERENCE POINT 5. 126'-O' C/L DRNEWAY 5, 100'-0' 5. 2 ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. 0 0 11-1111-0-11-1•11=-11-11 1111-1F-111-11 437 -'CRAWL PARKING 5433' -" 5431 S. 242'-0' ROC x 45' (1NSIOE) EARTH DERM FLOOR ELEV. = 5424' S. 284'-0' T/0 BERM ELEV. = 5426' BERM SIDES = 1-1 SLOPE 5. FUTURE ,...---- PROCESS /PR S AREA / i / .- S, 338.-0. / 0 -f-.-�1 -. ■�.-.- -.-tom ..-irIIIrirFr �ya■■r •. 426--77'`/ '! S. 13.-0" HEAfiER AREA O W s4� VEHICLE ACCESS GATE (FIELD LOCATE) 0 S 79'-0`11 I, -r I,- -1* • r--5423r- S- 400'-0' EXISTING PAYED ROAD S. D0.-0" 5 6Jf -0" S. 700.-0 /1---' -5423 TRUCK LOADING AREA S. 401'-O' 541 5416 / 54157,/ 5414 541 r-541 2 .5421 �-- S. 465-0. f VENT / STACK RESIDUE,` METERING ARES ■ S. 375'-0' ( f / / ------ii ' / y r ■ SLOPE 00AN S. 561' -0 - S. 573'-0" 165' \65' x 80" {INSIDE) EARTH BERM NORTH FLOOR ELEV. = 5412' SOUTH FLOOR ELEV. = 5411' T/0 BERM ELEV. = 5413' BERM SIDES = 1:1 SLOPE 4t� / • VEHICLE ACCESS GATE (FIELD LOCATE) PREVAILMIG SUMMER IYIHD 1 ON-SITE, NATIVE SOILS FREE OF DELETERIOUS MATERIALS. ORGANICS AND PARTICLES OVER 6' DIAMETER MAY BE USED FOR NON-STRUCTURAL FILL. 2. MAKiMUM SLOPE SHOWN IN GRADED AREAS IS 3:1 APPROVED FOR CONSTRUCTION 05-23=2002. TOLERANCES REVISED TO ADD TANK BERMS 6/6/02 HDA HDA 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 ISSUE FOR CONSTRUCTION 5/23/02 HDA HDA DWG NUMBER DESCRIPTION EV DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS 3 4 REVISIONS PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:35am Fie Nene: 628-110.* G:\Daa1103\628\100\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 6 7 9 JCUSTOMER ITLE DRAWN HDA WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT GRADING PLAN DETAILS AND NOTES .O. NO. SCALE 1 "=40' DATE 5/13/02 UNIT NO. REVISION 1 APPROVED GW NO. REO "D 10 DRAWING NO. 628-1106 11 2 9 10 11 DRAWING NO. 628-632A 628-632H FOUNDATION SECTIONS AND DETAILS 628-632G FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" MODEL VIEW •riougiand & AssO s -- .tan has been review ;le plan is accepted and appears to ;,ply with the requirements of: APPROVED FOR CONSTRUCTION 6-20-2002 628-632E STEM WALL REBAR PLAN 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN TOLERANCES 628-632C ANCHOR BOLT PLAN 628-632B PILING PLAN 628-329 FABRICATION DETAILS (TK -852) CUTS t1/8" 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. 628.604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 — 1:47pm Fie Name: 628-632.* 0 \Dra#tin028\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION MODEL VIEW AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. 628— 632A 3 4 6 7 8 9 10 11 10 1 1 DRAWING NO. 628-6328 1 60'-3" 0/0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E DWG NUMBER FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION REFERENCE DRAWINGS PILING PLAN TMIs plan as been revlewe " Date: 7,1''' The plan is accepted and appears to comply with the requirements of: 'c APPROVED FOR CONSTRUCTION 6-20-2002 TOLERANCES 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH REV. DESCRIPTION DATE BY CK REVISIONS 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. PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 - 1:46pm File Name: 628-632.dw9 f; Iiimtiinn169R16tl111 II COMPANY THE HANOVER HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE PILING PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 L)NIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. Fi9R-6.-i7R 4 6 7 9 10 11 l'-0" 19'-1 1/2" 20'-0" 19'-1 1/2" 1'_0" 13'-4 1/2" 5'-9" 15'-3" 4'-9" r FZ, r' r - r= Z G7 1-r r F i t= Z G7 r -�- Z G? r r c-,' C/L PILING o C/L PILING 0 C/L PILING FOR SKID SLEEPER "SEE DWG. 628-604A/B/C/D/E DETAILS Q i 0 C/L PILINGS fl o a 1 4 FOR SKID SLEEPER DETAILS "SEE DWG. 628-604A/B/C/D/E FDR SKID SLEEPER DETAILS /SEE DWG. 628-604A/B/C/D/E o o a a a o FOR SKID /SEE DWG. SLEEPER DETAILS. 628-604A/8/C/D/E C/L PILINGS C/L PILING C/L PILING o� o C/L PILING z = U 8'-4 1/2" co z a U 10'-9" C/L PILING 2i ' U 12'-0" z ri U 4'-9" z o_ U 19'-1 1/2" 20'-0" 19'--1 1/2" & - gland .associates." 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E DWG NUMBER FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION REFERENCE DRAWINGS PILING PLAN TMIs plan as been revlewe " Date: 7,1''' The plan is accepted and appears to comply with the requirements of: 'c APPROVED FOR CONSTRUCTION 6-20-2002 TOLERANCES 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH REV. DESCRIPTION DATE BY CK REVISIONS 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. PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 - 1:46pm File Name: 628-632.dw9 f; Iiimtiinn169R16tl111 II COMPANY THE HANOVER HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE PILING PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 L)NIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REQ'D DRAWING NO. Fi9R-6.-i7R 4 6 7 9 10 11 1 DRAWING NO. 628-6320 10 1/2" PANEL RECESS 1 1/2" PANEL RECESS 0'-3" 0/0 60'-0" (BUILDING STEEL) 1 1/2" PANEL RECESS 3 1/2"" 4'-9 1/2" 14'-0" 22'-8" 14'-0" 4'-9 1/2" 4'-7 1/2" 2" 36' -fl" (BUILDING STEEL) 1 r— 'CO 2" '-0"4" 6'-8" C-4" 6'-8" 4" 1'-0" 2" 2" 4'-7 1/2" 3 1/2" I( AB -37 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. c, CO rry N 00 AB -3 TYP. (2) PLCS. ato AB -2 TYP. (4) PLCS. 147 AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. U— (.44 4'-10 5/8" AB -4 TYP. (4) PLCS. AB -3 TYP. (2) PLCS. 45' (TYP.) 7'-7 1/4" L ul (N t0 5'-9 1/2" -8 3/4" AB -2 TYP, (4) PLCS. a CO Ps r 00 AB -2 TYP. (4) PLCS. CO AB -4 TYP. (4) PLCS. (TYP. ) "_'� AB -2 TYP. (4) PLCS, AB -3 TYP. (2) PLCS. 4" (TYR ) 5'-11 1/2' 6' - AB -3 TYP. (2) PLCS. 1'-8" AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 4'-4" 1'-8" AB -1 TYP. (4) PLCS. 9'-8" AB -1 TYP. (4) PLCS. -8" AB -3 TYP. (2) PLCS. AB -3 TYP. (2) PLCS. 4.-4" 48'-3 5/8" 4 1/81 3'-O" AB -3 TYP. (2) PLCS. 8'-7 1/4" 4" (TYP.) 4 1/8" 8'-11 3/8" 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A ANCHOR BOLT PLAN 628-632E STEM WALL REBAR PLAN 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS REVISIONS 4 _ 3 1/2' (TYP ---Hougland & Assoc This plan has been review Date: The plan Is accepted and appears to comply with the requirements of: I y7U5 aco TOLERANCES CUTS ±1/8" ANGLES ± 1 /2` WELD ASSY. ± 1 /4" PROD. 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 FURNISHED. Edited by: whope Jun 19, 2002 - 1:45pm File Name: 628-632.61N G\oofting\628\600` THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 APPROVED FOR CONSTRUCTION 6-20-2002 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE ANCHOR BOLT PLAN AMINE BUILDING DRAWN ESWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 S.O. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-6320 10 11 10 11 DRAWING NO. 628-632D 0 a 60'-3" 0/0 4'-0 1/2" 21'-0" 1,-0" 1'-0" 20'-9" 4°-1 1/2" CV i `.0 1 -,-.,` 01 TK -814 iii fdTO 0 SET TK -852 PRIOR POURING FLOOR n ° a ° ° T.O. GROUT EL. 100'-1" p\� r //2„ 4'-0 1/2" _'_ Z = c) LJa ia_Q J En CADRAIN LINE EL 91'-1 3/4" a © W .-- 6'-6 1/4" f L- FOR SKID SLEEPER /SEE DWG. 628-604A/B/C/D/E DETAILS 19'-6 3/4" FOR SKID SLEEPER "SEE DWG. 628-604A/B/C/D/E 16'-6 3/4' DETAILS FILL INSIDE GROUT WITH SAND OF PAD 6 -1 1/2" TRIM GROUT 1/2' CLEAR SIDEEACH OF EXPANSION JOINT i, TK -812 T.O. GROUT EL. 100'-1' C/L DRAIN LINE EL 91'-3 3/4'n SLOPE DRAIN LINE ° _ CA DRAIN LINE EL. 96'-6" 1/8" PER FOOT _ 0 1 TRIM GROUT m 1/2" CLEAR EACH SIDE OF EXPANSION JOINT CA DRAIN LINE EL. 96'-D 5/8" `D F'S . T.O.DRAIN CUP EL. 99'-10 3/4" - LJTYPICAL U (3) PLACES SEE DETAIL "0", DWG. 628-632H `. l a a � FOR SKID SLEEPER DETAILS SEE DWG. 628-604A/B/C/D/E 632H 632H FOR SKID SLEEPER DETAILS SEE DWG. 628-604A/B/C/D/E a a o a a 632H i I 632H FILL GIROUTEPAD F `r' i " WITH SAND y x''. , T.O. GROUT EL. 100'-1'-Ij` • y�I ALJ a � 3 1/4" \-T.O. GROUT EL. 100'-1" 6 3/4" InT.O. T.O. GROUT EL. 100`-1" _ GROUT EL. 100'-1" T.O. GROUT EL. 100'-1' 0 o L 2'-0 3/8" 1'-8" • • T.O. GROUT EL. 100'-1 " �. • • • 4'-0 5/8" 1'-8" 3'-7 7/8" 1'-0" 1'-0' 14'-0" 12'-0' 1'-6" i., T-11" 1'-8" 13'-6 3/4" 6'-6" DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 10" 4'-8" 10" 2'-5 1/2" —Mougland & Ass-oci This plan has been reviewed Date: The plan is accepted and appears to comply with the requirements of: 'Thoc "i ?"-c ger( C.1 ,ffrr ter - APPROVED FOR CONSTRUCTION 6-20-2002 A B c E F 628-632E 628-632C 628-632B 628-632A 628-329 628-604A/B/C/D/E DWG NUMBER REFERENCE DRAWINGS 4 3 STEM WALL REBAR PLAN ANCHOR BOLT PLAN PILING PLAN FOUNDATION MODEL VIEWS FABRICATION DETAILS (TK -852) FDN DETAILS FOR SKID #2 & #7 SLEEPERS DESCRIPTION TOLERANCES CUTS t 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. +0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL DATE 5 DESCRIPTION REVISIONS r BH BY CK PROJ. NO. PROD. ID. Edited by: whope Jun 19, 2002 -- 1:44pm Re Name: 628-632.dwg G:\DraIting\628\6O0\ THE HA\OVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 USTOME WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE DRAIN PIPING, GROUT, AND SKID SLEEPER PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. ,DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J - 628 APPROVED HF NO. REQ'D 6 7 r 8 9 10 DRAWING NO. 628-632D 11 G 6 10 DRAWING NO. 628-632E " CLR. 60'-3" 0/0 (2) SPACES 9" C/C = 1'-6" (18) SPACES © 11 3/4"± C/C = 17'-7 1/2" (2) SPACES 0 9" C/C = 1'-6" (19) SPACES @ 11 11/16"± C/C = 18'-6" (2) SPACES D 9" C/C = 1'-6" (18) SPACES @ 11 3/4"± C/C = 17'-7 1/2" (2) SPACES 9" C/C = 1'-6" 3" CLR. -J CJ M Le) MK -403 I- T 1`'— L G 1 I F-1 I I I I r-1-1 P I I --I- � I I - —I— - L _ - L__J L__J L__J L__J L__J L__J L__J r -' r I L 1- 1 6�. MK -601 MK -402 L_—L r 1- 1 L - L _ L__L L I -T -T - T -1 -1 -I L I I I -t -1 -7 I -I J T1 r _ T T 1 L_ L_ L_ L_ - J L__J L__J L L J -T -r T T -1- -L _ _ L - 1 L L L L L - L L I J J L L L 1 L_ 1 r T 1" T r r r r --- L_ L _ I_ I I r Y T ..J... _ _L _ 1...,.....1. 7- "r _ r F- I 1 L _L__1,_,.. _L_ _I I I -1 -'1 ®L. 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" STEM WALL REBAR PLAN 628-632D 628-632C DRAIN, GROUT, AND SKID SLEEPER PLAN ANCHOR BOLT PLAN 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 628-604A/B/C/D/E FABRICATION DETAILS (TK -852) FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS REVISIONS 4 TOLERANCES CUTS ±1/8" ANGLES ± 1 /2° WELD ASSY ±1 /4" PROD. NO. PROD. ID. MK -403 MK -601 MK -402 —Hougland & Associ — This pian has been reviewe«�1���� Date: `.74-O `L The peen 1s accepted and appears to compey with the requirements of: '? 7 6 APPROVED FOR CONSTRUCTION 6-20-2002 THIS DRAWING IS THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT 15 SPECIFICALLY FURNISHED. Edited by: whope Jun 19, 2002 - 1:42pm File Name: 628-632.dwg G \Dralting\628\600\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION a S.O. NO. 3-628 APPROVED HF NO. REQ'D DRAWING NO, 628-632E 9 10 -.111116. 11 10 11 DRAWING NO. 628-632F 3" CLR. 60'-3" 0/0 (4) SPACES 0 4 1/2" C/C = 1'-6" (18) SPACES 0 11 3/4"± C/C = 17'-7 1/2" (4) SPACES 4 1/2" C/C = 1-6" (19) SPACES 0 11 11/16"± C/C = 18'-6" (4) SPACES 0 4 1/2" C/C = 1'-6" (18) SPACES (3 11 3/4"± C/C = 17'-7 1/2" (4) SPACES 0 4 1/2" C/C - 1'-6" 3" CLR. c -J 15/16'± C/C = 32'-10 1/4" (33) SPACES @ 11 �- MK -401 MK -602 MK -401 MK -401 co 2 cJ M (0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632E STEM WALL REBAR PLAN MK -602 STEM WALL REBAR SECTION "A -A" /MK --402 MK -902 MK -901 --Houg1and & Associals�-- This plan has been review Date: to The plan Is accepted and appears�, comply with the requirements of: s APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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- 604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS R EV I S I 0 N' PROD. NO, PROD. ID. Edited by: whope Jun 19, 2002 - 1:41pm File Nome: 628-632.dwg G:\Dratting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 UTOMER WILLIAMS PRODUCTION RMT CO, PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR SECTION "A -A" AMINE BUILDING DRAWN BWL SCALE N.T.S. 'DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-632F 4 7 9 10 11 - - - r- -r r_-1_ - r--- L I-. - r` -1- L -L I- L_ -I - -7 - 1 -L --I - -1 - T - -r - --7- - T - -r -- I I 1 I I J J _1 _L J. T - ri--11 - T - T - r- - 1 - - 1- - 1- - f--- c I- - -1- -1 1 - r -J -J -J- L -L -1--_L_ 1 1 I I -J 1 - 1 - T - T - T J J J. J _L - -r - _L _ T - - T 7 r TIT - Tr - T - 1-- - 1- - T 7- - T - r- - td- L-_ 1^_ 1._. - L... -L L_ I I 1 1 i 1 I 1 I I -1 1 -I _ J-_-_J._-,.1....-_L.^.-L-1 7 T r TIT 1 F g 4 MK 603 MK 604 r1-1-11 IIII -,' rn�11 rl-�1 11 rr�1�11 II rani 11 I c rc,--,,D D 1 1 D �� I I I- 7171 632H 632H) r F-1 1 632H 632H r Fl -i1 632H r TIT 1 III 11 II rr1-11 rT71 r1-1-11 r1 -I-11 111 11 11 r>-Im1 rF-1.1 r1 -I-11 rr-I-11 III MK -902 1 1 1 r .i _ —"11 _ >-I-11 1-1-1-11 11'1 11 1 rri- ---1- r-1-11 rFli1 -MK-402 - - - - _ _ _ MK -902 -I -1- ---- 11121111= MK -901 MK -901 ---- _ MK -902 _' 1_ I 111 11 1 MK -901 ---_ ---- - ----1 1 ----- 1 -- - - ---- ----7- MK -402 ---- ---- ---- MK -402 --- - 1 J I I I I I I 1 _ 1 __L_ LL_JJ _Li] I L_1J- 11 1 1 1 1 11 L -1J_ L_J.J___ 1 -- 11 1 1 1 1 41 L ill. J 1 L..1J LLI_J LL__ I 1 1 1 I 1 1 11 L -Ll_ LLJJ LLI- J LL_1J 1 11 1 11 I I 11 LLIJJ LLJJ LLIJJ LLJJ I 11 1 11 I I 632H 11 LLIJ.J LLJJ LLI_1J LL_1J I I11 11 11 1 I 11 LLIJJ LLJJ LLIIJ LLJJ I III ED = II II I I II I LLIJJ 2i LL_IJ LLIIJ LLJJ I III 11 III I II I L LIJ. J MK -401 L L -1 J r MK L LII MK L L J 1 [ MK -604 1 1 -401 %� MK -603 1 -401 MK -604 [ 1 I I 1 1- r T- r- 1 r 1 I 1 I I 1 1 1 T T -I L T T- T jy iT - i_ 7- t !I 1 -1 -T T T T T J '- -r- - T- - T`- T - I- - I- l 1 1 I 1 1 -7 -1 -r T - 1 L - _ L - L. - L I- t 1 1 1 I J .�I - : - J. - J - l _ .1 - _3.. - - - .._L - L - J - L —J_ .L— I L — L L_ 1 1 1 1 J .J �J _..L -L J J _L J_ _l_ J L .L... — L.... L... L_.. I— 1 I I I I J —..I _...J _...i co 2 cJ M (0 628-632H FOUNDATION SECTIONS AND DETAILS 628-6320 FLOOR REBAR PLAN 628-632E STEM WALL REBAR PLAN MK -602 STEM WALL REBAR SECTION "A -A" /MK --402 MK -902 MK -901 --Houg1and & Associals�-- This plan has been review Date: to The plan Is accepted and appears�, comply with the requirements of: s APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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- 604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS R EV I S I 0 N' PROD. NO, PROD. ID. Edited by: whope Jun 19, 2002 - 1:41pm File Nome: 628-632.dwg G:\Dratting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 UTOMER WILLIAMS PRODUCTION RMT CO, PARACHUTE CREEK GAS PLANT TITLE STEM WALL REBAR SECTION "A -A" AMINE BUILDING DRAWN BWL SCALE N.T.S. 'DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628-632F 4 7 9 10 11 1 10 11 DRAWING NO. 628-632G a J 60'-3" 0/0 1/2" THICK EXPANSION JOINT 2'-0" 17'-0 1/2" 1/2" THICK EXPANSION JOINT 2'-0" 1/2" THICK EXPANSION JOINT 7'-11" 1/2" THICK EXPANSION JOINT 2'-O" 1/2" THICK EXPANSION JOINT 17'-0 1/2" 1/2" THICK EXPANSION JOINT " CLR. (17) SPACES © 11 11/16± C/C = 16'-6 1/2" 3" CLR. MK -405 MK -409 3CLR.. (18) SPACES @ 11 5/8"± C/C = 17'-5" 3" CLR. MK -405 - MK -408 3' CLR. (17) SPACES @ 11 11/16"± C/C = 16`-6 1/2' 3" CLR. MK -405 MK --409 HELD NOTES: T or 1- T- -fi T- 1- I- r- 1--t- r- r r T- -1- r r I -1 7 7 7-7--T-7 I I -I -r -r -I I �I C-_r-T-7 T- -1- r I--TT-T -r I I r -7-T r r r r -t -t 1 1 ! 1 I -t -r -r rt - -I 7 -i - -r - . - 7 -1 -I _ -I 7-_I-"� 777-1 -1 T -_-I -7-T �_7 77-1 7-7-7--1 7I 7 7- -1 _ 7 _ 7 - T _ 1 7 7 7--`7-7-T-1 r r -T T r r r 1- r 7 -1-7 7 7-T-1 7--1-7-7--r-1 _L L L _L_L_L_L_L_L I I L_L_L_L_ L_ L_L_L_L-. _ L_L__ I L_L_L_L L_L_L_ I I L_L_L_, _L_L__LL._ I I I _L. --L- I 1 I L L 1- L L I I I I _ L L J._. L_ L I I - 1- L 1- I- I- - - I 1 1 1 J -I _1 _I J _L 4 -1 _I _1 L _ L L. _ L_ I 1 I _._I -1 -1 4 4 4 -I I I ! I _1 _l J. L 1 —I 7 7 7\ 7 7 T r T r 1- - 1- -1- 1 I I 1! 1 I I 1 1 1 1 1 1 I I I I i l _ _-_-_rt-r -r- r._r-_r-_ I I 1 1 1 1 1 1 1 --i--1-7-7-T- T -T -r -1i -1- I -"- -1 7 7 T -T -r -T--1--1- 1 1 1 1 1 I T -T -T -T --T-1 1 7 -7 -7 -T -TT -TT -1- 1 7 7-T-T-T_T T- 1 -i 771 -TT -TT 1- 1- I ---1_i_ 7_T_TTT_ f..._ -1 -1 -T 7---TTT TT- L L - _J _J L 1 / 1 1 _L_ L_L I I L J._1_1_1_ _ 1 _L_L _L_1_1_J-_L_L___L_ J _1_�_1_1_1_L_L_L_ i I _ __1_-1 _1_1_1_L_L_L_ 1 I I 1 1 1 J J_1 1 4 ..L -L L L ! 1 1 1 1 -1 -1 4 1 L -1- .. 1_ 1- 1 1 I I -1 --1 4 4. -1- -1- -L - I I I 1 - -1 -L 4 4- -1•- 7 �1 7 L I L_L_L_- 1 1 L 1 1 L_L_L._. ! C L_L_L_ 1 1 L_L_L_ L_L-_I.__ I 1 L L L- L L - I I 1 I 4- - 1 - 1- -I- -I- I I I -J J r 7 7 T r 7 1- I I I 1- 1- 1- r I- !- I 1 1 r t 1--r -r r --r L 1 1 1 1 1 1 r- 1--1- r r I I 1 r -r T -----r--17_ I 1 1 r" -T T r r r I I I 7 7 -r 7 7 f -T -T-1- r 1- 1 I FTTT 7_r r I- 1 I I I 7 7 -I-7-7-7-1 7 7 7 7 1 vT_r T -_r T- T T T r r r r -T 1-1- 1-f 17 rT_T- T I- I- I 7 7 7 7 1 -1--1- -i-7-7-1 I I 7_i7^1 -7--T-7-1 1_ --T_7 _,.r-_ E T L_ L_L L 1 L_LLL L_L L L_L_L_ _L_L L L_L_L L_L_L_L L_L_L L_LLL- L 1 L_L_ _L_L_L_L_ 1 L LL L L L_L L_ 1 I L -L L_L_L_L_L 1 L - -1- 1- L- 1 I- 1 I I L _ -L .L. 1- L- L_ 1-- 1 -1 1 I I- -1- L 1 I- 1- I- J _t 1 J _I _I _I 1 1 J I 1 �l __1_J _J._1_J I ! J_J__1_J I ! J J J 1_1_J �l J _1 J _L _1. _ I I I 1 I -1- - 1-- - 1•-- 1- 1- I I I L.- L-.L_L-L-. J -1 -1 -L -I L_ -. -.1. 4 4 -1 -1 4 4 4 -I 1. FIELD TO TRIM REBAR AS REQUIRED TO CLEAR ALL SLEEPERS AND SUMP CAN BY 3" MIN. 2. USE 1/2" THICK EXPANSION JOINT AROUND ALL EDGES EXPOSED TO SLEEPER FOUNDATIONS AND STEM WALLS. 3. SLOPE FLOOR FROM EDGES CLOSEST TO STEM WALLS (T.O.0 EL 100'-0") TO THE FLOOR DRAINS (T.O. DRAIN CUP COVER EL 99'-lO 3/4"). SEE DETAIL "C", DWG. 628-632H. 628-632H FOUNDATION SECTIONS AND DETAILS 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN FLOOR REBAR PLAN —Hougland & Associ - $ Tis plan has been reviewed 4 Date: The plan is accepted and appears to comply with the requirements of: '77(.0 APPROVED FOR CONSTRUCTION 6-20-2002 628-6320 DRAIN, GROUT, AND SKID SLEEPER PLAN 628-632C ANCHOR BOLT PLAN TOLERANCES 628-6328 PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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. 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS 0 ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 - 1:55pm Re Name: 628-632.dr►g G:\Drafting\628`600\ I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FLOOR REBAR PLAN AMINE BUILDING DRAWN BWL SCALE N.T.S. DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. J-628 APPROVED HF NO. REO'D DRAWING NO. 628- 6320 2 4 5 6 7 8 9 10 11 2 5 6 7 8 10 1 1 DRAWING NO. 628-632H AB -1 SEE DETAIL THIS SHEET 1 1/2" T.O.C. EL. 100'-O" GRAD EL. 99' - Cri M 2" THICK VOID FORM UNDER STEM WALLS ONLY MK -403 MK -406 / MK -407 4 • 4 a , 4 4 a a" • X \ 1 >_" THICK (TYP) E) 'ANSION JOINT MATERIAL BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) TYPICAL GRADE ELEVATION MK -602 MK -603 / MK -604 2" THICK VOID FORM 3" CLR L FOR REBAR DETAILS IN LATERAL STEM WALLS SEE SECTION "C -C" OR 'D -D", THIS SHEET 7 J _L SECTION "B -B" TYPICAL LONGITUDINAL WALL SECTION 2'-0" (2) SPACES 0 9" C/C = CLR. 1'-6" T c.� fal /— uJ N MK -601 MK -901 2" THICK VOID FORM- S" CLR. 1 4 (4) SPACES 0 4 1/2" C/C - 1.-6" MK -901 3" CLR, SECTION "C -C" TYPICAL OUTSIDE LATERAL WALL SECTION 1- — 7 L 1 A 632F1 3" CLR. (2) SPACES 0 9" C/C = 3" CLR. 1'-6" (3) SPACES @ 10" C/C = 2'-6" FOR REBAR DETAILS IN LONGITUDINAL STEM WALLS SEE SECTION "B -B", THIS SHEET 17- IMK-404 A 632F MK -402 1 6 /--FOR REBAR DETAILS IN LONGITUDINAL STEM WALLS SEE SECTION "B -B", THIS SHEET MK -901 2" THICK VOID FORM 3" CLR. (4) SPACES 0 4 1/2" C/C MK -901 3" CLR. BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) DO NOT TRIM CONCRETE FOR PANEL RECESS (WALK-THRU DOOR AREA ONLY) 1'-6' SECTION "D -D" TYPICAL INSIDE LATERAL WALL SECTION ti 1'-0 1/2" 3" 8" 1 1/2" 11 Il .'s . * • �. ° :a. • GRADE EL. 99'-6" • �.6 • A SECTION "E -E" TYPICAL OVERHEAD DOOR SECTION SECTION "F -F" TYPICAL WALK-THRU DOOR SECTION 628-6320 FLOOR REBAR PLAN 628-632F STEM WALL REBAR SECTION "A -A" 628-632E STEM WALL REBAR PLAN BACKFILL 6" FROM T.O. STEM WALL UNDER FLOOR ONLY. (SEE NOTE #7) CAST IRON DRAIN GRATE 6' DIA. x 3/8" THK. McMASTER-CARR #2413K3 OR EQUAL BUILDING FLOOR ' SLOPE FLOOR CONCRETE FROM THE STEM WALLS TO THE FLOOR DRAIN T.O.C. EL. 100'-O" T.O. FLOOR DRAIN EL 99'-10 3 4" BUILDING STEM WALL 1/2" THICK EXPANSION JOINT PIPE, 2" S/80 PVC 4" x 2" S/80 PVC CONC. RED, 1/2" THICK EXPANSION JOINT DETAIL "G" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC PIPE, 2" x 0'-3" LG. S/80 PVC 2" 3000# 45' LATERAL PIPE, 2" S/80 PVC 4" x S/80 PVC CONC. RED. 2" 3000# ELL. 45' PVC DETAIL "H" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC PIPE, 2" x 0'-3" LG. S/80 PVC 2" 3000# ELL. 45' PVC PIPE, 2" S/80 PVC 4" x 2" S/80 PVC CONC. RED. DETAIL "J" TYPICAL FLOOR DRAIN PIPE, 2" S/80 PVC 2" 3000# ELL 45' PVC MK --408 OR MK -409 FLOOR DETAIL_ 9" r DETAIL "AB -1 )7 SCALE: 1" = 1'--0" TYP. (16) PLCS. BUILDING STEM WALL MK -405 GENERAL NOTES: 1. A -BOLT BEND RADIUS A -BOLT BEND RADIUS ANCHOR BOLT MATERIAL 2 R = 3D R = 4D - A36 ( 1"0 AND SMALLER ) ( LARGER THAN 1"0 ) 3. REBAR MATERIAL - ASTM A-615 GR. 60 T` B I C5) A J B� A C 1 C A MARK SIZE NO SHAPE READ NO. DIMENS IONS A B C D R LENGTH EACH 401 #4 116 2'-6" 6" 3" 6'-6" TOTAL LENGTH g 754' 402 #4 136 1 2'-6" 1'-6" 3" 8'-6" 1156' 403 #4 8 6 59'-9" 59'-9" 478' 404 #4 14 6 35,-9" 35'-9" 501' 405 #4 55 6 33'-8" 33'-8" 1852' 406 407 #4 #4 4 6 18'-6" 18'-6" 74' 8 6 17'-7 1/2" 17'-7 1/2" 141' 408 #4 35 6 17'-5" 17'-5" 610' 409 #4 70 6 16'-6 1/2" 16`-6 1/2" 1158' 601 #6 14 6 35'-9" 35,-9" 501' 602 #6 2 6 59'-9" 59'-9" 120' 603 #6 2 6 18'-6" 18'-6" 37' 604 #6 4 6 17'-7 1/2" 17'-7 1/2" 71' 901 #9 8 6 35'-9" 286' 902 #9 12 6 32'-10 1/4' 32'-10 1/4" 395' AB- 1 AB -2 AB- 3 AB -4 3/4"0 5/8"0 1/2"0 3/4"o 16 24 60 8 SEE DETAIL AB -1 AB -5 5/8"0 4 TOTAL MATERIAL REQUIRED Dia 75.3 CU. YD 5.9 CU. FT. 7.7 CU. FT. 16 EA, 24 EA. 60 EA. 8 EA. DESCRIPTION CONCRETE, 4000 PSI 0 28 DAYS NON -SHRINK, CEMENTITIOUS GROUT SAND MATERIAL ANCHOR BOLTS, 3/4"0 x 2'-2" LG. W/9" HOOK (AB -1) A-36 3" THRDS. ONE END & (1) NUT & WASHER. PHILLIPS REDHEAD OR EQUAL (AB -2) 5/8" 0 W/ 2" PROJ. FROM T.O.C. LENGTH PER FIELD PHIWPS REDHEAD OR EQUAL (AB -3) 1/2" 0 W/ 1" PROJ. FROM T.O.C. LENGTH PER FIELD PHILLIPS REDHEAD OR EQUAL (AB -4) 3/4" 0 W/ 3" PROJ. FROM T.O.C. LENGTH PER FIELD 4 EA. PHIWPS REDHEAD OR EQUAL (AB -5) 5/8" 0 W/ 2 1/2" PROJ. FROM T.0.C. LENGTH PER FIELD 6724 L.F. 729 L.F. 681 L.F. 394.5 5,F. 681 L.F. 3EA. 3 EA. 2 EA. 464 L,F. REBAR, #4 REBAR, #6 REBAR, #9 2" THICK VOID FORM PIPE, 2" S/80 PVC CONCENTRIC REDUCER, 4"x2" S/80 PVC 90' L.R. ELBOW, 2" S/80 PVC 45' L.R. ELBOW, 2" S/80 PVC LATERAL, 2" S/80 PVC CAST IRON DRAIN GRATE, 6" DIA, x 3/8" THK•, McMASTER-CARR #2413K3 OR EQUAL 1/2" x 6" WIDE EXPANSION JOINT MATERIAL A-615--60 A-615-60 A-615-60 C E \ 0o vz/ GENERAL NOTES FOR CONCRETE 1. ELEVATIONS SHOWN ON FOUNDATION DETAIL DRAWINGS ARE TYPICAL AND ARE RELATIVE TO ADJACENT FINISHED GRADE. 2. CONSTRUCTION SHALL BE IN 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" 0 45'. 6. MATERIALS QUANTITIES DO NOT INCLUDE SPLICES, EXCESS CONCRLIL, 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 SH STRENGTH 9. UNLESS NOT CLEAR FROM ALL ---Hougland & Assoccfi3tas--- This plan has been revr Date: f (= The pian is accepted and appears to comply with the requirements of: ? 7U„`'G 628-632D DRAIN, GROUT, AND SKID SLEEPER PLAN 628-6320 ANCHOR BOLT PLAN TOLERANCES 628-632B PILING PLAN 628-632A FOUNDATION MODEL VIEWS 628-329 FABRICATION DETAILS (TK -852) 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 15 SPECIFICALLY FURNISHED. 628-604A/B/C/D/E FDN DETAILS FOR SKID #2 & #7 SLEEPERS DWG NUMBER DESCRIPTION 0 REV. ISSUED FOR CONSTRUCTION 6-20-2002 BWL BH DESCRIPTION DATE BY CK POU. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: whope Jun 19, 2002 - 1:39pm File Name: 628-632.dwg C:\Drafting\628\600\ THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 cuTiroMER 28 DAY BREAKING LL BE TYPE 1 OR 1A. EINFORCEMENT SHALL BE 3" INTS AND SURFACES. APPROVED FOR CONSTRUCTION 6-20-2002 F WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE FOUNDATION SECTIONS AND DETAILS AMINE BUILDING DRAWN BWL SCALE DATE 6/6/2002 UNIT NO. REVISION 0 5.0. NO. APPROVED HF NO. REO'D DRAWING NO. 628-632H 4 6 7 8 9 10 11 E3 1 3 5 6 7 8 10 11 DRAWING NO. 628-11OC 5423' 5422' 5424' 5411P 418 5416&--- 5416&- 54112'` 5412'' 54i0�---- 5408' 5406° 5404' 5402' .7 5430' 5428` 5425' 5424' 5422' 5420' 5418'- 5418 5414' 5412' -- 5410' 5408' 5405' 5404' 5402' 0 0 S 0 Lti / f'%2f?fs ref ,-- . 5433' 5432'1 5430' — - - — 5428' 5426' 5424' 5422' 5420' — 5418'--- 5416' 5414' 5412 0 viI 5440' 5438' H CROSS SECTION AT E. 650' HOR120NTAL SCALE: 1'=40' VERTICAL SCALL: 1•=8' a a Lei CROSS SECTION AT E. 450' NORIZOUTAL SCALE: 1..40' VERTICAL SCALE: 1.=8' a 0 vi' I -.I --I 5436' ------ 5434' 5432' 5430' 5428' - 5426' 5424' 5422' 5420' 5418' CROSS SECTION AT E, 250' HORIZONTAL SCALE I.-40' VERTICAL SCALE: 1'=8° 0 0 CROSS SECTION AT E. 75' HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"4' 413 vi CUT F1LL a 9 AP F�RVED CONSTRUCTION 05-23-2002 TOLERANCES CUTS ±1/8" ANGLES ± 1/2' WELD ASS'Y. ±1 /4" THIS DRAWING I5 THE PROPERTY OF HANOVER AND IS NOT TO BE USED FOR ANY PUR- POSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. 0 ISSUE FOR CONSTRUCTUC ION 5/23/2002 HDA HDA CYJG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: rndellinger Jun 14, 2002 - 11:35um File Name 628-I1Ad*g 0:ttkdta4\628\1001, I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 CUSTOMER WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN ELEVATIONS DRAWN HDA SCALE 1"=40' DATE 5/13/02 UNIT N0. REV SlON 0 5.0. NO. APPROVED GW NO. RECO DRAWING 140. 628-11OC 1 2 3 1 4 5 6 8 9 10 11 2 3 5 6 DRAWING NO. 628-100 A 8 c D E G PFIEVAILING suiwiER wisp 2 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 LSI 0 0 LzJ PARKING OFFICE - CONTROL ISI L o, I_ I 0 0LE� GENERATOR BLpG / MCC 30'W. x 5'L. 0 0 LJ 0 0 t'l Lid 0 0 N 0 N) E-2021 - 5-0 T--5020 0 Ib 1- N 0 CO I 1- A-301 PIPE RACK TK -831 L- ID E-221A/B T -811 TK 814 812 TK AMINE BLDG. 36' x 60' r I I L J T-5011 I E-202 �Qr T-502 2, r Ti C-121 A-322/323 F-424 0 L a. 1 A 321 TK -831 TK -851 r-, r r8, + +� E-221A/B r __J 01121 L / TI -i-811 K814 1 -- 1 1. J_-1 ; ifK-812 F-11 J L i'7,.4K AMINE BLDG. 36' x 60' -4' �t A- 322/323 • A--321 F-424 0 0 LTJ •••••••-- H-741A H-741 R COMPRESSOR BILDING 36' W. x 1 5' L. REFRIGERATION COMPRESSORS Rf SIDUE GAS CONIPRESSORS r�7ir"c'. L L A-331 SLEEPERS REFRIGERATION COMPRESSORS get 'Ari R.SIDUE GAS C0 AIPRESSORS A-33 0 0 LLi TK -815 CO2 VENT STACK 0 LSI 0 0 RESIDUE GA S METERING r 1- L' Rig 3 0 NGL LOADING PUMP 0 0 Q APPRQVEV OWTO IIOTW c"arT ONI * ineesenoso GARFIELD COMM SUILDING DEP into Cori MIPICI'#ON WIMOVT \i "MN Ott* +air awf AILIMMEMMMIM 11 11 11 11 1/ /1 NOTE: NGL HMO FUEL RAW FLARE RESIDU LOAD IN D gf( .k 40* ui Y 0 •y P 14D'a ! Eb FUTURE EQUIPMENT O2 The plan Is accepte9indappears to , c i comply with Mei-. uirements et: l i'Ui r 7 r42 ":".;..447)„..rije44,Z.;„c r yi6 tre• e P441-1 et, gare i »—' /P' # b# r <Z--\ 6(o SHOWN DASHED. 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 06-18-2002 DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE MLD BY MLD CK PROD. NO. REFERENCE DRAWINGS ..�. 4 rmmw 5 REVISIONS 6 -� PROD. ID. 7 Edited by: mdellinger Jun 20, 2002 - 2:19pm File Name: 628-100.dwg G:\ Drafting 1,628\100\ r 8 T CO VI A\OVP HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 9 r WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE DRAWN MLD SCALE 1 "=40' PLOT PLAN DATE 5/13/02 S.O. NO, 628 10 UNIT NO. REVISION 0 DRAWING NO. 628-100 11 G —\ • / • \ / 4' v / \ \// \lbe !Y// \\r / ♦ 9 SIDE WALL SHEETS / / / / / • • •y4, •\ E czb t • • \T E ROOF FRAMING FLAN \ \ \ \ •• / / / / PS f TYP) • 541 in \ ejem, • • • N 6'-0 20-0 _0 0 LHD r N/41- / N r 3L44 / 8. iL r 20'-0 20'-0 • FULL HEIGHT 1eI6'-105 j, • • 60-0 0/0 STEEL ELEVATION e LINE "A" n m to • A v e sD • \ \ \ • 541 14'-0 20'-0 B r v / / / / / / 1 I / / / / \ea • • GENERAL BUILDING SPECIFICATIONS: Building shall be designed for the following crite Seismic Zone l; Collateral load (3 PSF for Ii Code as required by Garfield County, Colorado. Spee 2824 : 40 PSF roof snow load; 80 MPH wind l 4d with Exposure Factor C; g); dead load of structure; in accordant with 1997 Uniform Building Building primary rigid frames to be constructed of built-up tapered plate frames. Secondary members to be constructed of cold -formed sail shapes. Design and fabrication shall be in acconlance with the latest edition of A.LS.C., A.I.S.L, and A.W.S. Specifications. A non -expandable "bearing frame" shall be used at each end of the building with typical connections for girts, purlins, etc., that is not designed to facilitate a future building extension. Building is furnished with steel rod anCor steel cable bracing in the roof and sidewalls. 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. Building 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. Building wall panels to be 26 gage galvalume, prepainted tap 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. Building 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 and R-13 4" thick x 0.611 nominal density vinyl reinforced fiberglass insulation in the walls. AMINE BUILDING ACCESSORIES: Building dimensions to be 36' wide x 60' long x 21' eave height. Bay spacing to be three (3) © 20'-0" each. Roof to be gable type with 4:12 roof slope. S 5- Window assemblies to be 6' wide x 3' de aluminum horizontal slide window complete with clear insulated double pane safety glass and bug screen on operable sash. hitt- C t rats 14. - Personnel door assemblies to be 3070G single swing type, Dominion Building Products insulated door complete with panic device, closer, 1 %" thick doors with clear insulated double pane laminated safety r ' formed hollow metal frame, weatherstripping, hinges, threshold, and finish painted. All hardware -to be ADA complian 1-3C' CoLog Si\MaA.a TAN_ _ 1- 3' projected x 5'-0" wide canopy over personnel doors constructed of 10 g painted to match wall panel color selection. Got: oz : 5°44R* TAt... - Roll -up door assemblies to be 14' wide x 14' 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). 1- Lot of gravity ventilation equipment to achieve three (3) air changes per hour as follows: 501f- Continuous 9" throat ridge ventilator complete with birdscreen and operable damper assembly. Cot. ore; SA HA k 6- 4'A" wide xi 4'-0" high manually adjustable louvers with manual hand quadrant actuator with birdscreen inremovableframe. Cot.og, SA-\A£A TAN, 2.- Wtsoor+t4 18s,F 2 - Vrt.t 32 s, F - R<ti,c J • • • , r (o -o 20'-0 a: -1'-o 4I -4 SIDE WALL SHEETSr • I • FULL 1 -4E161 -IT 3661-104 • 60'-0 0/0 STEEL 1 • 4-0 20'-0 be 6, -lei C+tala --••j i• ELEVATION e LINE +-8g, L,v-ra $y 9ooR SupPUteR ISSUE A O REV. DESCRIPTION DA APPROVAL CEw1; Fov, ,.j -re. 02 4102 UNITED STEEL STRUCTURES DZ,m 1060 duz¢ae POINT ur¢ 6cuerchermiAarias: 4er-risS COLOR SCHEDULE WALL PANEL . sc. HAS a re\r.., ROOF PANEL DOWNSPOUTS GUTTER CORNER TRIM WALL TRIM WALKDOOR TRIM C,4NOP1 TRIM VI N p ovJ TRIM LOUVER TRIM Roll up QooR TRIM co —Hougland & Assocl This plan has been reviewed p Date: The plan Is accepted and appears to comply with the requirements of: '77 Jf C AMINE BUILDING DESC:.PT!ON: ROOF PLAN 4 SDEWALL ELEVATIONS CUSTOMER: WILLIAMS GAS PIPELINE CO. LOCATION: PARACI-4UTE, CO DRAJING 31- Kc Y KG DATE CH_=C P3Y DATE 7e441C1� 2324 LOAD5 E1 at ISE O 2S441 C c r 61 9 0 _, N , 4- -p (3 _,Lia 3 r-4 G� 'i 4- 4-‘-c7 , _9 , 0 61-0 N/Al- -oeA 0 , �,N, , , 18'-0y , i 18I_0 , 36'-0 0/0 STEEL EjEYATIONTh LEFT ENDLUALL NOTE FIELD CUT PANELS AS IaEQUIRED O 4 rie it e S1.4EETING L INF "1" LEFT ENDLUALL 't 8 O N -—0�,Nd. +0 6'-0 At y .a , , - "'C,y '-0 0 �'�'� -11N1,1 f 18`-0.,18'-0 �N 36'-0 ©/C STEEL ELEVATION LINE 1141! i F T ENDLUALL NOTE! FIELD CUT PANELS AS REQUIRED r cr) CSI 51-4EETING ' LINE 11411 JG -1T ENDLUALL 155UE A 0 w 1 12 4 211--0I'R' PANEL 0 2'-3 017 "� �` � W/ 12"CONN. PLATES. 42 NOTE FLANGE !BRACES ARE LOCATED ONE (&) 1"° x 2" A325 SALTS \\N.—CC') "O x 2" A325 !BOLTS W/ 12" CONN. PLATES SIDE OF FRAME ONLY.(UNLESS NOTED) FIN. FLOOR 31'-5.4 CLEAR SYMM. 36'-s 0/0 STEEL // C1 CSS SECTJCN ' LINES - 2 4 3 LINITE2 STEEL STRUC1 Ui S r1=1 14cuascP XAb (2a) 49M-lliid9 Hougland & Assocla This plan has been reviewed Date: ': The piers Is accepted and appears to comply with the requirements of: , AMINE SJLINDING DESCRIPTIO;: ENDWAL LS i CROSS SECTION CUSTOMER: WILLIAMS GAS P!FEL INE CO. LOCATION: PARAC;-4UTE, CO DRAWING BY 1DATE ICG Ci-;EGK BY f DATE 76441C4LEI JOB 2524 LOADS 25441 C D'NGE2OF ISSUE h 1.'3. CLo5oRe. Cp.JLt{ 'Y'4IL) OW -70 Ng -A/( 0Vry pap Rtve-r5 -� HSA o .6x72-1/2 s- .14 o• s C t. o13uP. , 0 0 m PRA (A) T'1'PICAL VJ,tJOow HEAO/S%LL 6 -TAIL A - e> F IZAMW OP LA, . -t'E et ) (g x2,(/2 c) R'v5T5 (?YP ) o T`C ICP L WINDOW JA1.1 'Q TAIL V+//fiLL t '. CLo t,p . HEAL, -reit-1 C p.'Jule., `' VE E L .l i cDOC ,, LEAF 1ts3 5vc.. 5-reat.a� (exc) C N 1 TIP \CAL_ WALKOC IA !EA D ()ETA( L vilo .4411 0P\it OPhA WIDTH Q?o012 LEAF v\JJ5L9 P1. are ,A. JC 4 L I X /2‘.." S6 L Ir viz ms's C-rEic 3) FL -L) C,AV L KC `Z INSVL. R.' WALL PA,.JeL A t-1,5 7 CSL_y_ pt_Li9o0& e) DETAIL. RHC RICHT-HAND OUT DOOR SWING LEGEND L HQ LEFT-HAND OUT rin 3*- 0" -r 2" FIELD DRILL FOR SUPPORT PLATE AS REQUIRED r ASSEMBLY LAYOUT OF DOOR CANOPY SUPPORT CANOPY SHOWN IS FOR A 5' -6" WIDE x 3'-0" PROJECTION CANOPY OVER THE 3070 DOOR 1) WALK DOOR SUPPORT JAMB 2) WALL PANEL - (FIELD CUT SLIT FOR SUPPORT PLATE) 3) MACHINE BOLT (4 0 x 1") (FIELD TO MATCH DRILL BOLTS IN CANOPY PLATE) 4) SUPPORT PLATE - SP I (4" PLATE) 5) MACHINE BOLT w/NUT (12 0 x 14") 6) CLIP ANGLE - CL 1 (G 3 x 2 x 4) 7) MACHINE BOLT w/NUT (2 0 x 112") $) 12"0 ROD x 3.-10" w/4" THREADS EACH END (ROI) 9) ICE CANOPY 10) SUPPORT HEADER 11) 000R FRAME HEADER CANOPY STEEL LINE CAULK SILL AULKSILL TRIM EXTERIOR WALL PANEL 10 GC. PLATE SECTION THRU CANOPY BEYOND D002 EX TER 1 OR WALL PANEL JAMB TRIM EX TER I OR WALL PANEL HEAD TRIM -.. 1,4 x 1 GAL V. A307 MACH. BOLT 6" o. c. (TYP) CAULK ICE CANOPY 10 Go. PLATE STEEL L INE NUT CANOPY SUPPORT HEAD (8 x 40) LINER PANELS HEAD ka' TRIM = o CAULK DOOR :. L EAF�I C8 HEADER FACTORY FRAME 1 1 SECTION THRU CANPY AT DOOR 51-6" 0/0 PLATE \-10 GC. PLATE CAULK SECTION 7-2U CANOPY I I'! R ��. AI SECTIONS a WALK DOOR AND CANOPY ?POO IDE IWI 130. 100 3 .istokirofzi CANOPY ISOMETRIC *'2 x SELF -DRILLING 4 FRAMED OPENING SCREO (TEK 3) 213," 31.0" OPENING w r - MAK UJELD PLATE 4NG'-I0R 51" DOOR FRAME EXTERIOR "R" WALL PANEL KO. DATE 2 C X102 6'/42 2 E Y I S I O ti S DCSCRIPTICN ReAl ' L C.6 sV. `r, Fog Cas- s-rx. JAMS TRIM W4LK oc JA, DOOR LEAF CAULK si-'5 JET4TL --"-Hougland & ASSOClate$ � This plan has been reviewed Date: The plan is accepted and appears to comply with the requirements of: 1 ?76,r/5 AM1N 5L -ID " TED STEEL STRUCTURES INCORPORATED 16000 BARKERS POINT LANE • HOUSTON, TEXAS 77079 • (281) 496-1300 CuaTOMlaa 6OCATID s O®@riRM my ARA CH CMIC><CO i• T QVOT6 NO. • JOY NO. 21324 Or- E1,16T MO. 1914h16 2g./ •R` WALL CLOSU E S T 5 EEL1-M.AO T1P_J CAL ROLL- V? p 0012- HEAD DETAIL 0 T`!PI cAL SeGTioN RID6E. VENT S -1 -SEL 3,1=0-15 8x-� Doo GvrQ: 4;)5uL. ' Be M".Ail.'. 1 A J L TYPICAL 1ZOLL-(JF t)oo2 3M-15 DETAIL S EGL LI we. x D. d5r1D.N5rrsi 11NMcs-17 t\I ut-A-riotClAyp ---rto aers) Fur? L.los)1 SUTr\K. x p.lo `� Ns ID/ Psk-V R 115E_2GLPv5S IQ SO LIYT bc9 (ProA pap) x O,lo� ?K -\JR. 1=16E.gG1,-As5 iNLA—I-10N! C'Difili p G s (71 1501° „ IV/ 5116 If S� 19P114' 4 fu 711% 2 00F 4 WALL \NsU LR-t"ioN PSK-- v - ►i4tk i t461 StoX Lou END N4 1 E vs./ I 4-0 FO. °V N r t. K-1 CLP e { 81'0.c. iIAx. J I 12re'(/r 0,1 Sr t A1-115 2 (8 2 'ii C' -. LOu v.e lz. CAULK 'WALL PPMtJEtr A ..4 Rz —r-ri , a _.,rt —Hougland & Associa Owner Strap ax-ect01 At 2'-0' On Center For A11 Northern Gutttro 5titcii Sores At6iOA Cantor Fatal Cap Trim (hK-ETC12) fid Guth (t (-EG___N) Outside Gloekre f 5titdi 5crea At 24' GA Garter (OPTIONAL) Vold. Clan At 6' On Certs PrP Mem Sams At ti' On Cants Saye Strut ital! Pana! LOU EAVE DETAIL WIN NOIJ-HTERi EAVE GUTTER (51EETar) 511744.. t ) ROOF Sh'EETIAJG ,DJPLIAI TAPa7 SEALER S Chc„/"a G. Pop Rivet Downspout Downspout Strap 'R' Panel 'R' Roe au DOLNSPC)UT STRAP ATTACHMENT Doinspout 5tra (11K -Di) Pop Rivet Splice (If Reg'd) Dr rtspou' (MIK-05) DS. Kickout (Install WR Pop Rlvits on 3 Sides) Girt Girt Wall Penal UGt �I UT Ta &Jn D TAI! Clutter Field Gut Gutter l'It l k' Pattern p 1SFOJT DETAIL AT S14EETED WALL _ SECTION 'A' DS. ST'iRi%P C IANTITY EAS HEIGHT iAv71TY i1'-0 2 L Additional Fina. fear (If 'd) For. Cross Seem PUR_ N LAPS (4 Bolts. Add 2 add!tic7nal per fling. bra) Fez -L_ LINe f11 £rip Cir PLIRLINL rr 4F END RAFiaR T JM :C,t: E iV5 t? /2"0. ©. . ours /D cLOSQA:. /2"1.4 x r/D RAPrk VARI:.S, EA/DK/ALL SNEe.TIN G /2' x /•x' A325 .3oL , V eNOWA�1. CJL./,t A/ (a.1.{PZ VAA/5S) r 1 ll r 7 1 SECT /ON @ LrGHT EivO WALL) EAVE STRUT „CEE" COLUMN (2)12,°x 114" M.B. END RAFTER (HOT . ROLL or COLD FORM) Fake Trim (P1(-RT01) rater Saewe rrtch (4)12"Ox 114fl At a, canker A325 BOLTS amide Clears 'Wali Panel AT SEA HIG RAVE FISH OR 3Y -FRAMED S1DEW'ALL Stitch Screws At 20' CCn Ceeter Steal Lir "R" Panel CJTS1pE GORETAIL "R" PMEL stxl Ire Stites 5asA At 12' Gn cater itIth Ga i uara Tapa Sealant Urea Tram Ptrl]n (Pond) FAKE Dr=1'A!L WIT -f S1~^ETED ENDWA L Comer Trim (11(-CTaU Roof Pares Endwall Girt 4'ox1`Moch. Bolts Hot Rolled Endwall Column(MK- Ewl,.,..) (or MK--EML_) Endwall Girt Endwall Steel Llne HOT ROLLED ENUWALL COLUMN (LONG GIRT CLiP CONDITION' Endwall Girt ti^ox1"Mach. Bolts Cold Form Corner Column(MK-ECC_) Sheeting Clip (MK-CL6) Sidewoil Steel Line Sldewall Girt Endwall Steel Line COLD FORM CORNER COLUMN 21- 2 T 1 Fldnge Brace An Req d) Tape Sealant (%cical At Et1dl8p8a �/,,'. Doimlil Cr Eave Pani 1nsideFiller Strip Tape Sealant Top 4 5ottom Ill Cr Peak Panel L�! Tape Sealant (Typical At Side"ap3) Eave Strut/ Panel Cap Trim Gutter Lap As 5hoo ( .ave Trim Lap Similar) '42° (Cats" , 4 Pop Rivet A5 Rego) Gutter Straps a 2'4" C.G.-- GENERAL NOTES 1. BUILDING IS TO BE TIGHT AND PLUMB BEFORE SHEETING I5 TO BEGIN Critter Field Miter k Pop Rivet Rake End Cap 11 212" 3'f 39 i;,2' f 3't' 39 '�2' i 3�' ' 3'7" 'i'( • 2 SHEETING IS TO BEGIN AT LEE*ARC END OF BUILDING 50 THAr t ALL PANEL LAPS OCCUR AWAY FROM PREVAILING WINDS. Ce+.all udu AHC F4N L 1DI.At'S, t E; ___FAS T ENER L d!Q, 3. SKYLIGHTS RECEIVE SAVE SCREW PATTERNS AS ROOF PANELS, EXCEPT SKYLIGHT TO SKYUCHT STITCH. USE SKYLIGHT GROMMET SCREWS AT HIS CONDITION. :21./7" 12" 1?° 1?" 4. ERECTION CREW IS TO SWEEP ROOT' PA'�ELS CLEAN OF ALL METAL 11 7/1107i 1• ' SHAMNGS DAILY. P Detail A Main Frame interior Column 4 "ix1 "Mach. Bolts '" 5. ALL SEALANT TAPE SHOWN IS 3/15" x 7/8' DOUBLE TRACK . NIEWE,OTATF. FASItteR LAYMIT 5. PANEi. INSTALLATION AS SHOWN ON THIS PAGE MEETS All REQUIREiJEITS OF UL3O do UL90. atftc. i Screws At 7. NS PACKAGE MUST BE USED IN CONJUNCTION WTH SNOW FENCES 20" G\. Center AND OR HEAT STRIPS. SNOW FENCES AND HEAT STRIPS NOT FURNISHED BY U.S.A. `Sidewall Girt Sldewall Steel Line in Lap As Rep".0) Bay Dimension - int Frame INTERN R O UMN PURLIN (BY U.S.A.--) EAVE STRUT 4' C/C 12' C/C 0' Cr Si1TCSCRE SPACING sR - , EAv'E rontinuc s Tape 56aier I , IIx " Exteneed Leg Cri A" Ru Panel -0,n1 ROOF PA NE INSTAL.L_ATIC NORTkERN F ACK4 G^ II i HOTS: Li..51 oralprovtdeo the ( roof p+rlir.. 411 other materla1 Iand hardware to by oars. CLIP ANGLE, BOLTS, HANGER, ETC.. BY OTHERS Acceptable correction > etail 12" i0' 2" (2) Sates Between Base Member And 1'-31Y' Girt. (i) 5cre Between 41! Other Members. And (l) Scrag At Al Member Location. PURLIN NOTE: 1 Yrlillno or.olet$ in rizr eb or purlir,a Is atructurLlly ciett.r)mt.h antal to a r n r. Any collateral loado,^twhich are tncluc�+ 1n t..' -ie purlin ceeicen loads, are to be attached by corrsctlon directly '-o the web on;y. l ISSUE A O REV. DESCRIPTION APPROvAL C Efrr. Fox Gva•rr. "lM�R SCREW LOCATION (ALL MEMBERS) t i 5 1tcfi 5creL15 DETAIL" B" I II PANEL WALL. Ftange C-Ciar:p is not acceptable connection an UNITED STEEL STRUCTURES ES CACCIRPONATIO WIMP e5.vvcrwe MINI' LAC kag. G4.'LyfAD f:,I) 4rgr-:10410 x' PURL!N C-CLA?/ ALL -THREAD ROD Connect;on throe h the f tanger+sHe►I� I ttp IPC Pian rias beer'; reviewer ATTACHMENT OF SUSPENDED ITEMS me , accepted and appearsto (f3 Y OTHERS) Tfiiscx rr>ply with the requirements df: 77 /a DESCIPTION.: ERECTION DETAILS CUSTC7l" SER: L GCATtCN: LL'iLLIAMS GA5 ¶ 1 ELiNE CO. PAR/AC-UTE', CO " mIstCs 5Y DATE KC CI-ECKY ..!05 2S24- L.0A '5 25441 C DRAWING " +-r- -�OF 155L:E 0- 0 1 �2 O/O STEEL 0 20'-112 uNclei1 Cl 36'-0 0/0 STEEL i to 4 Nr 0 fi G" 3'2),4 4'rc1�� A 22 20'-0 (01--0 >IJ 20'-112 �4 31• 3t24 ▪ -0 20'-112 20' -112 ro ,2,l2 zro GEN RAL. NOTES: ap THE SOLE PURPOSE OF THIS DRAUJING I6 TO LOCATE ANCHOR BOLTS IN REFERENCE TO THE BUILDING STEEL LINE, U.S.S.I. 6-QWS ONLY THEIR SUGGESTED PANEL RECESS, ALL OUT TO OUT OF CONCRETE DIMENSIONS ARE TO BE DETER"i1NED BY THE 0.16TOMER BOTTOM OF ALL BASE PLATES A} AT THE 8411E ELEVATION (UNLE88 NOTED) 212 rL 0 201-0 31- 0 20-112 4 .32 j Q .1 CVS st-1\3a 4NC OR BOLT SETTING FLAN @.8K SEISMIC RIGHT MAIN >=R041 -1E REACTIONS e LINES 2 A 3 NOTE: SHEAR ANGLES AND/OR ANCHOR TIES A. .0T. RIR+i'SHED BY WIN 4.0 < K 4.0Kt E3:,4CED RACT1ON DL +LL iL +WL MAX. E.W. CCLGREACTION AT BEARING FRAME Si -e; EL 1L 1 3 Z - (7 24 G (xj C l-1. A lti.Ic 1-L oS� ) 500,E E tv0 C -I }Z.ov` /f C o25 BASE TYPE "F t O C-oZ o .'T STEEL L1NE (U BASE ANGLE (RAMSET) PIN. FLOOR SECTION "A I' a_ S7: CT I CDN 11F" STEEL LINE n -fl u 2 2 4 1 F!N, FLOOR SECTION '1C" STEEL LINE (MINi 2 4 L 1 FIN. FLCOR SECTION "J" REG/0 y C r :¢ 30 2' P a r 44". ANCHOR BOLTS SASE TYPE 'A" i PANEL No Cat v -r &IDEUTALL I STEEL LINE 4"1" SASE I i PE "15II ANCHOR BOLTS KJ( c-, SVT �rENDWALL STEEL LINE 4-1,I'A ANCHOR BOLTS BASE TYPE "CII J c) • 2-12"0 Cl tJ c H, ASC Nog s BASE TYPE "D " Uo C tit ►�T —Hot.an!ansa & ASS -0 Thi., plan has been iovIewe Date:"? The plan Is accepted and appears to comply with the requirements ot: ` 776/0- r r r - DL+LL DL+WL {+ H+ v+ v+ ALL REACT IONS IN KIPS LOADING L1N 2-3 AXIS v LOAD iNG L 1NE 2-3 DL A 02 1.4 WLR AX ! S 1•'1'1 C 3.1 V 4NCHO; 5 LT ID TAIL Fells SYMBOL IA. QTY, L T BOJ. ISSUE REV. DESCRIPTION 'DATE DL c -@2 1.4 WLL (2) A -4.6 LL A 3_3 155 LILL (2) c -@.5 LL WLL -33 1J5 WL : (2) 1.e - G.5 A - 3.1 -6.8 WLR (2) C 4.6 -4b WLL WLR C -2B -2.6 SEISMIC LEFT -0.1 - 0,`3 r WAi3HER 'BY L.S..I) A5TM - A3g, J A 2.8 -2.6 SEISMIC LEFT A4 + 1/211 rlO� 1.47: ' Ct�rc�. A*dC • A A APPROVAL A5 5/8" 1,-211 311 11-'511 311 211 311 2 E1 3" Cee -r. Fv Coos -r, Koz. Al 1 �1- C/ S+11 311 3,1 .71 1t J R cv, Cr V -r. FR. 'ioz .4111 A8 2'-211 311 3" 314 UT A10 - I1/411 2'-4" 311 411 411 @.a ANCHOR1 CLTS ls• OTkERs uu 412 -4$,- I112" 21-6" 411 411 d UNITED STEL STRUCTURES Neagrondats, 140e.eie SAMI.Z143 pow Loa 1;013871:111. TEXAb 181-466-15110 26441 AMINE BUILDING 1 DESCRIPTION: ANCHOR BOLT SETT1NC3 PLA CUSTOMER: 'WILLIAMS GAS PIPELINE CO. LOCATION: PARACHUTE, CO DRAWING BY JOB 2824 2844. DATE KC CHECK BY DATE LADS ID RAW F1OF1 w s c• mai eri 0 E D ? " ♦ 4 4 D - � n 33' -J C/C AMCI4OR 50LTS E E D • + A A • 41 1 a Z °‘--- 0 C 1 rfl 3t24 ▪ -0 20'-112 20' -112 ro ,2,l2 zro GEN RAL. NOTES: ap THE SOLE PURPOSE OF THIS DRAUJING I6 TO LOCATE ANCHOR BOLTS IN REFERENCE TO THE BUILDING STEEL LINE, U.S.S.I. 6-QWS ONLY THEIR SUGGESTED PANEL RECESS, ALL OUT TO OUT OF CONCRETE DIMENSIONS ARE TO BE DETER"i1NED BY THE 0.16TOMER BOTTOM OF ALL BASE PLATES A} AT THE 8411E ELEVATION (UNLE88 NOTED) 212 rL 0 201-0 31- 0 20-112 4 .32 j Q .1 CVS st-1\3a 4NC OR BOLT SETTING FLAN @.8K SEISMIC RIGHT MAIN >=R041 -1E REACTIONS e LINES 2 A 3 NOTE: SHEAR ANGLES AND/OR ANCHOR TIES A. .0T. RIR+i'SHED BY WIN 4.0 < K 4.0Kt E3:,4CED RACT1ON DL +LL iL +WL MAX. E.W. CCLGREACTION AT BEARING FRAME Si -e; EL 1L 1 3 Z - (7 24 G (xj C l-1. A lti.Ic 1-L oS� ) 500,E E tv0 C -I }Z.ov` /f C o25 BASE TYPE "F t O C-oZ o .'T STEEL L1NE (U BASE ANGLE (RAMSET) PIN. FLOOR SECTION "A I' a_ S7: CT I CDN 11F" STEEL LINE n -fl u 2 2 4 1 F!N, FLOOR SECTION '1C" STEEL LINE (MINi 2 4 L 1 FIN. FLCOR SECTION "J" REG/0 y C r :¢ 30 2' P a r 44". ANCHOR BOLTS SASE TYPE 'A" i PANEL No Cat v -r &IDEUTALL I STEEL LINE 4"1" SASE I i PE "15II ANCHOR BOLTS KJ( c-, SVT �rENDWALL STEEL LINE 4-1,I'A ANCHOR BOLTS BASE TYPE "CII J c) • 2-12"0 Cl tJ c H, ASC Nog s BASE TYPE "D " Uo C tit ►�T —Hot.an!ansa & ASS -0 Thi., plan has been iovIewe Date:"? The plan Is accepted and appears to comply with the requirements ot: ` 776/0- r r r - DL+LL DL+WL {+ H+ v+ v+ ALL REACT IONS IN KIPS LOADING L1N 2-3 AXIS v LOAD iNG L 1NE 2-3 DL A 02 1.4 WLR AX ! S 1•'1'1 C 3.1 V 4NCHO; 5 LT ID TAIL Fells SYMBOL IA. QTY, L T BOJ. ISSUE REV. DESCRIPTION 'DATE DL c -@2 1.4 WLL (2) A -4.6 LL A 3_3 155 LILL (2) c -@.5 LL WLL -33 1J5 WL : (2) 1.e - G.5 A - 3.1 -6.8 WLR (2) C 4.6 -4b WLL WLR C -2B -2.6 SEISMIC LEFT -0.1 - 0,`3 r WAi3HER 'BY L.S..I) A5TM - A3g, J A 2.8 -2.6 SEISMIC LEFT A4 + 1/211 rlO� 1.47: ' Ct�rc�. A*dC • A A APPROVAL A5 5/8" 1,-211 311 11-'511 311 211 311 2 E1 3" Cee -r. Fv Coos -r, Koz. Al 1 �1- C/ S+11 311 3,1 .71 1t J R cv, Cr V -r. FR. 'ioz .4111 A8 2'-211 311 3" 314 UT A10 - I1/411 2'-4" 311 411 411 @.a ANCHOR1 CLTS ls• OTkERs uu 412 -4$,- I112" 21-6" 411 411 d UNITED STEL STRUCTURES Neagrondats, 140e.eie SAMI.Z143 pow Loa 1;013871:111. TEXAb 181-466-15110 26441 AMINE BUILDING 1 DESCRIPTION: ANCHOR BOLT SETT1NC3 PLA CUSTOMER: 'WILLIAMS GAS PIPELINE CO. LOCATION: PARACHUTE, CO DRAWING BY JOB 2824 2844. DATE KC CHECK BY DATE LADS ID RAW F1OF1