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HomeMy WebLinkAboutPlans11 DRAWING NO. 628- 1 00 1 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 0 LiJ 0 0 Li „.. l44: 4PARKING Illli) jii OFFICE - CONTROL 0 0 Lij 0 0 LLJ 0 LJ V-401 TK -831 L. 01 1-1) E-221A/B GENERATOR BL G / MCC 30'W, x 5'L. (\I0 E-202 T-502 A-301 811 K-814 K 812 C-121 A-322/323 A 321 0 0 u) PIPE RACK H -741A H-7418 -0- 0 COMPRESSOR BIJILDING 36' W x 1 5' L. REFRIGERATION COMPRESSORS F-424 AMINE BLDG. 36' x 60' 1 T-501 0 1 . 1 10 ET --2502 02 A--301 r L 1 1._, , 1 E-221A/B TK -831 TK -851 C4-811 1 ' + F-424 J E3 A-322/323 321 0 0 R SIDUE GAS COMPRESSORS . Irkli 1 r -r -- -, r 0 ir, ri 1i I: _II r 1 r r i I ilg • II11 1 1,, If f I z LIII 1 il f L.7 11 q [ - I I- / 1 bt, _ 1 L tt___J 1_ tc i tt..; c.t...7 REFRIGERATION COMPRESSORS ;cur- 42 :11-4)-- -Ltrt-19. R SIDUE GAS CO ,PRESSORS A-331 SLEEPERS SLEEPERS A-33 0 0 -71 0 TK -815 CO2 VENT STACK 11 LIJ RESIDUE GAS 'OETERING r a L 0 0 AMINE BLDG, 36 x 60' -If STORAGE NGL LOADING POVP 0 0 0 lq GU STORAGE -r-, f 7 3 -r o 0 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 MLD MO DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. 71111,11 REFERENCE DRAWINGS 4 REVISIONS PROD. ID. Edited by: mdellinger Jun 20, 2002 - 2:19pm Re Name: 628-100.* G:Vraftirig\628\100\ THE CO v ANOV Y EIP HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 0©CXX)GCXXXXX)© NOTE: LEGEND INLET GAS SKID #1 INLET GAS SKID #1 AMINE REGEN SKID #2 GLYCOL SKID #3 REFRIGERATION SKID #4 STABILIZER SKID #5 NGL LOADING PUMP SKID #6 HMO EXPANSION TANK SKID #7 FUEL GAS SKID #8 RAW WATER PUMP SKID #9 FLARE KNOCKOUT SKID #10 RESIDUE GAS METERING SKID #11 LOADING RACK FUTURE EQUIPMENT SHOWN DASHED. WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE PLOT PLAN DRAWN MLD SCALE 1 "= 40' DATE 5/13/02 UNIT NO. REVISION 0 S.O. NO. 628 APPROVED GW NO. REQ'D 1 DRAWING NO. 628- 1 00 7 8 9 10 11 r:) Cr; 8' Zoo (J 41 3 1/ Office 3 0x6-8 Lir- 9'- 8 1/21 18' sq 12' sq. Lnl-low fresh [floor drain : 4 Utility Room. 3-0x6-8 4,411' x 0.111. T bar suspended ceiling r ' L •! 50' 3-0x68 CO 81 3 0x6--8 Office 9' Men's 1( Accessible or-) ( 3 1/2' X d E. 3-0X7---0 1./ 2' N\ Er! 9-8 i2' Office 3 -0x6 8 12x12' viny clad floor the base batts thls wall -- 1444' G1444.4 !Pi • 6 5f;.* 4-'0 11' 01-16,4r er-1 3-0x7 4'1:1.,t'1' 3 I ' 8' ..•'"r°*°*. 3-0x6-8 r--------------1 3 .0x6- 8 • // Men's Women's Accessible Accessible 3 1/2' 5 2' 6' -81 6'--B' L Floor Plan Scale: 1/4" = 1 0" 3 0x6 8 Women'". Accessible 1 max. 7 10 4'-J 1 1/2' 48' dear 42' kor- handrail 33'-36' above floor z (") CLEAR FLUOR SPACF - 14 w Accessible Bath Detail Scale: 1/2" = 5 u1 7DE 0 8'- 1' bar suspended pelting Control Room 3 1/2' 1.2'x12' inyl clad floor tile with iin, base -0 I/ 2' 48' MIN z .•• dFY n.J 8' MIN 8- CO co Cr) ••El: • EY. 0.) MIN. .EG CLETARACE 1;•'' MN. l'IX T JRE DEPTM T:E CLLARA1•40:1 UC Code Compliance Desi Criteria Occupancy Group - 8 Construction Type V—N Allowable Area 8,000 Area increas Adj. - N/A sides at min.) Adjusted Allowable Area N/A Actual Area - 1350 Occupant Load 14 NOTE To comply with Sec. 1202.2.1, UBC (994). c separate mechanicai ventilation system capable of supplying 15 cfm/occupant or openable exterior openings with an area not less than 1/20 of the total floor area shall be provided as required, Toiiet. rooms shall be provided with a fully openable exterior window with an area of not less than .3 sq. ft., or a vertical duct not less than 100 sq. in. in area the first water closet plus 50 sa. in. additional for eac.11.44ticiitialiat water closet, or a mechanically .t-x-hinesystem capable of ---sigGivicLo4-arroigisoleloe-mlle11el*:Ltrf-erk--0.0ew To comply with Sec. 402, UMC (1994), separate rriecharical ventilation system or outside make -op air to unit heaters ,5hoWli.- be provided as required NOTE Provide smoke detector wired to air handier' shutdown dampers for all air handlers in excess of 2,000 °fin as per UMC, Sec. 608 (1994) steel siding wall covering as per owner, typ. 8girts fult} insuiated steel, building by others LIMITATIONS OF RESPQNS,BILTI' AND LIABILITY DISCLA1MLRS The undersigned design engineer specificaily limits the scope of responsibility/liabillty to those items shown, discussed, and detailed on the attached plans. Cronk Construction incorporated represents this plan has been prepared within the limits prescribed by the client and in accordance with the current accepted practice of the civil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this plan or in any of our contracts. The following manufactured components have not been considered in the attached design documents and are exempt from the under- signed design engineer's responsibility/liability: . prefabricated steel building components 1 NOTE CONTRACTOR TO FIELD VERIFY I ALL DlIAENSIONS SHOWN 7/8' hat. channel 24' ox. - supporting 5/8' gypsum board, typ• building perimeter pr,on by- others OD i?x4 top plate -bar drop ceiUrg 8' gPswn wo.U. board 2x4 partitor high studs spaced with '..6' a( 2X 4 plate Section 1 Scale: 1 /2" — 1. --0" CO. • ' . z 0 v1 E • 'E.- • Lc CN 0 GO c -- LC co C) tt 7 7 t 1 , 7 1 1 : I 1 i 1 i I , . I : ! . . 1 1 1 1 1 , 1 E f , 7 i : 1 ! f ; 1 , HO i I 1 ; _t7,-+- -.......,_ 7 i . I ; 1 , z., rri , .. ,„....... , , f I I, ' 1 I , I I ; 1 ,—, ;• 1 11 P 1 : 0 1z 1 , r H 1,0 j , I : H I , L I i ; I 1 ; 3 n0 p (7) L CO • 1 0 e,„L46!aL4 a6pH •xoJcidn DESiGN BY CRONK cONF7TRT:rCTION TPi iNnUSTR1AL kir 1555 In eoendent Ave ti t r- r . ;nci, rt 1- ' .-i • 7-7 •••••---- - • ; - • Ls; !A -— , • j , • '•-• I ! U Elevation 4.229 r . • •le., z--) De!aliPd ; 1 1 L - DATF PFMA13 1 UPS 1' ‘1 S/r CJS fI Electrical Plan Scale: 1/4" 0" — 1 aL I LW _ uPs UPS t 3 200A 1PHS W/DISCONNECT ! II pro .• de c: ondult to control room as required three way swit.:: Ss•ngle ,pain sw"tC1i duplex receptacle FPduplex receatade floor plug I war -retai ha.'de wall pock exit light with battery back- up comp naion exit; err.ergency backup irca descer`.r - 400 wart rne' ar halide high Day ceding fan la m p __....._....-_-�.—.. fluorescent i 4' 4 lamp: fluorescent 1:-.i> emergency egress tight wit", battery back- up 8u cfm exhau t fcrn telephone data 1 ICT; disconnec t Ci cabinet CT meter panel service �--� power poles [UHC_c_ode._ Qu. .)ccupar -y L -•m Cons�t.Ir c'/ Aiiowcble Are4; I _ r�s;des" r" Ad1I steel Ac.tiro e r LL O('c pct 7cc NOTE -1 o comrly with `,P._12C.. .. ventilator, SVStf_rT t�" C exterior operlinc`. wk h or ur" ` area shah be provided ecir. with a fully operabl. exre sq. ft, or 0. Jerl.ar the first water cic,sei.�.! r water closer, or a rnechcnicaa providi .g c complete NOTE To comp!v with �e� 4. i • ' entila.,cr 7ystem be provided c -p. require" NOTE F`rovide -rnokQ detee•ur w!rf.:rt for all air hcnrjler:i Ir ex... 6(,8 fl:: w �. 1,.w WIMIWINAMIMMIa 1 ..'i-'.:":rili. ru I?c C cLc. , art '-aC.)ah e .UIMITAT1QNS OF S AND _LAB; LEI,I' ; lA z,.F The undersigned design engineer spsciflcafly limits the scope of responsibliity/ llcbPity to those Items shown, d!scusseC. rd detailed on the attached pians Crank Construction :ncorporaed represents this pian has been prepared n His lrrnits prescribed by the client err .. ccordcnce with the current accepted wracf-I-:e c civil engineering profession ''r .14,9 area. No warranty or repreaentatior: eiTiler expressed or implied is included or n Handed it ti -,14 plan or In any of our cot, rc` •'ii mets per; v ' , The following manufsac' rrec. ;.orr'po newts have not been considered " a ortaacned design documents and are exerr p rorn under -- signed design engineer's reRsponsibii i. prefabricated s=ee :- a;;' ,ornpor'ents PSC 313.3 CON I PA..C- ALL DiMF NS;C►NS `.;I•iOVO,. Jir 7.3 �'.• resh Qir_ 10 _>00 )C ESE rf Mechanical Plan Scale: 1/4" 1 3C.i 300 300 s UBC Code Com,plience Desi p Criteria Occupancy Group • E3 ".:onstructior Type V._.. N Allowable Area 8,000 Arecincreas Ad; N/A sides at Ad'ustec Ai!owat):e Ares N/A Actucc! Arec 1350 Occupan[_ oc: 14 NOTE o comply with Sec- 12.02.2: UF3C (tea, a=;eparote mechanics: ventilation system capable of supplying 1 ` cfrn/ occupant or openable exterior openings with an area not errs !hon 1/20 of the Iota, floor a: -ea shall be provided .is requked Toile° roorns shat; be provided with a fu'ily apenabie exterior window witr, an area of not less than Sq. c' a verticol duct not ;est than 100 sq. in. in area for the first water closet plus 5Q c. in. additiana: for each additional water closet, or a mechanic,ol';r operated exhaust system capable o'` providing a complete change of air every 15 minutes. NOTE ro comply w th Sec 402, UMC. I 1994.'h :;Frsorate med..ur ica! .entka'{cn system or outside make ur. ai r,, „niT beaters sha.l he provded as reqreci NOTE Provide smoke detec+or wired to air r'arder sh,;rdown dampers e': r i.'' bdnders tri excess o+ [:i' ]L; C`'' C:s ;.el 'JML, Sec. 5.08 ;1 094' L MCTATI RS OF _ SF'C" AND LIABLUTY The undersigned design enginee limits the scope of responsibility- those Items shown. discussed, on the attached plans. Cronk Construction lncorporatec a i.:.., .•, this plan has been prepared witt ; : prescribed by the client and ,r with the current accepted practc,,a civil engineering profession In y warranty or representation either r,: 6 implied is Included or intended t,n or in any of our contracts. The following manufactured comp° not been considered in the ottoct-co documents and are exempt frorr ;73 signed design engineer's responsft. 1. prefabricated steal building co r - Egipment C1, 00 F1, F.F2 TEMPSTAR #T9M137O/ , 2A 75,000 B ! U GAS 115V, 1PHS, 15A f-IMPSrAR #TCAs 36AKA 36,000 BTU CGC'--'NC 008/230V, '_PHS. 30A #GC140 C=]CK, 80 CFM 115V; sup{ :y :tri•; rr} gra Tr' 8.0 exha'usr tar NOL CONTRACTOR TO ..0 `1 ALL DIMENS;ONS SHOW!, 1.6 r . 3 4' TYPE 'i ' CCPPE: R BELOW GRADE TU WATTS COW/ REDUCED PRESSURE. BACKELEW DE.',/?CF AND ._lfR DRA`t. SAS 2' ._.. 2' floor drain 3i4' GAS L 3' 2' Plumbing Plan Scale: 1/4" = 11---0" L - EI 3' -/ — —1 1 J TW71 WAY CLEAN EIUT 4' TO SEPTIC SYSTEM UBC Code Compliance Design. Criteria Occupancy Group - B Construction Type V --N Allowable Area -- 8,000 Area lncreas Ad. - • N/A (_ sides at min.) Adjusted APowabie Area -- N/A Actual Area -- 1350 Occupant Load • 14 NOTE To comply with Sec. 1202.2.1, UBC (1994), a separate mechanical ventilation system capable of supplying 15 cfm%occupant or openoble exterior openings with an area not less than 1/20 of the total floor area shall: be provided as required. Toilet rooms shall be provided with a fully openable exterior window with an area of not less than .3 sq. ft., or c vertical duct not less than 100 sq. in, in area for the first water closet plus 50 sq. in. additional for each additional water closet, or a mechanically operated exhaust system capable o' providing a complete change of air every 15 minutes. NOTE To comply with Sec. 402, UMC (1994), separate rnechcriccl ventilation system or outside make- up air to uniit heaters shall be provided as required NOTE Provide smoke detector wired to air handler shutdown dampers for all air handlers in excess of 2,000 cfm os per UMC, Sec. 608 (1994) 2' VENT TO RODE WALL CLEAN OUT 2' FLOOR DRAIN 2' SCI -1L' 40 PVC - C' SCHD 40 P 'C 3' STOOL DRAIN LIMITATIONS OF AND LIAB±LI"IU The undersigned design er,girwe limits the scope of reepon'd .. those !terns shown. dlscL•ste•. on the attached p!cr,s Cronk Construction incorpora,e,. .� this pian has been prepared w: . prescribed by the (Went and .; with the current accepted Pf,,c• -- civil engineering professlor. warranty or representarion �* implied is included or ;r,tenaeri or in any of our contract' The following manufcctr-e:., not been considered Jr, h. documents and are exer�p signed design engineer , res ,o7,: 1. prefabricated steer bu .__• . NO;L CONTRAC?OR ALL DI 4ENS0NS PLUMBING SCHEDULE hw WASTE PIPING 3' waste 2' waste -.� 1 2_' waste FIXTURE WATER SUPPLY water closet lavatory r�.. ----_. floor drab '.2 cw c ? w 2 -.___--. -_. -- in,' Q 3' .PN1 Tui A / I / / ft LA \r'ATORY DRAIN 1 I — 3' .;LINT WITH L 3' WALL_ C.. LAN PUT T ,. 3' j i! 3' ST'lD.-. DRAIN 2' vl:-r� c" __ A V A Plumbing Isometric Scale: N.T.S. ITRY ERA N 2' SCHD 40 P'. C f (2; 1[J "1 0 1 •11.1.1.11%,114.•••=1•21M•0110 ...111111M,ITIMARFP • 3 MODEL VIEWS L• APPROVED FOR CONSTRUCTION N 1EPI.k iLAN [1)F11AIL 3(.1 FLOOk: FiAR PLAN _ . 1[1[11"-.'.1 • [1..3 '[[0[1[ Ri RAF: H,E1.11!.t. A—A" 1-12 6 ilFS. RLRAP F11 AN •-- 6['.8 A1.1.11( P1LiN'[ LAN DW, N ..[!\4[1[. [:;.1 R [I E F Elk! C.: L )FAINC P.E1V 1,1! E.....[ -,11h[1-1 1 (11 N IT V1'11., AADO2 EWi \ [ ..... nr-1 ...- EF•ANC. -.1![•.[[ f 'ROL) 1 F.11. f. . /4" .11 .4 11-1E -[-NC[!VR 11' NIT [_. ANi FIJP if. 1 •• •1:1-1.[:\N [7[1 1F-1 [I.! 1 i 1[1 1 ji j --,AL IHF-JN! •• I eN[)![[!,- .[)8-1[31.1 d[ifi] THE HANOVE COMPANY H N 11-< H-11 1 .3 .J:z:•.1: .7 7,i, r 1. j Okki t IX) J.=YJ 'jJ ! jjJ V[11 1/1.1\71•H::„ 11: !. N I .N N . I)4TE I Ni N 1 N 1 1 NAN L I'i� N':• 0 0 i" t L. P1.C`_;. 1}l.. lYh (7) h'L P. (2 I PI P2. C+. LL. 9' 611.1 4 L .S 1 ;8" _ 15'.• (1/: 4, •1— i : o' EI. iIf,1F, A8- [1‘)? 1: 4', 5' /`C 1 ANCHOR BOLT AND PILING PLAN ...4 p. 1 4 1 AES -3 1252 2). 61 110'... 1 AEI. (2 I P'1 CS — —/ AD. .I // 851 DETAIL A9- TV'1 r't(:': 4L - DF'. (4) F'1.0 ;, 1 f H" PAT:! Pr L2' I I_./I_ f'.L_''Err AFS iJ'I ! 1 PANEL h''.(:c'S. APPROVED FOR CONSTRUCTION PLAN C71. fla{✓F Cr1111'I.Afl? 1,1 !DL.1r11.:. ,1 l 14.8.4E.! P iN b P1._.RAk _.. i:0ry "4-4 628 8•-•1',.30(," 62?, -1•,,304 _ ..'0( -- 6_?' -1,104 `)Y1'-„) 1•,,z1 I[-;" MISS!. VIEW FA.'1r E -I' [:75: (:(2)E4' 1 t--. i ;; ,4 PVA!. 1 1:H ';,Ili: i_. _.- _. Dpi; ,i' I -4.1.1111.1.1•1111M. VINIMA 'F'?!1). r -s' `w' I N (; • THE. ✓ lANiwk-�. 1, T1-,1; ,"\N1, 2!5».. _ 1/31111 '.H.,.,N FU- L:N!-?HED [4h.1F vhnF 11!4, . i-Ifi, i !/ 2IJWL1 F"L.1t111,a1t n,�r�Gi THE [- COM COM Y s E t t? 1 labs -1 1 ! 0)-11,41 ; 4 1 ;r1)1-3 LJr1*• l()r)' 'I 11 `R I TLE DRAW r L.L. I. (b4i 1.1P �'.. . [ j8 ' flJ �F.. �:�L- C; l F N,.1: E2' I -F. r., .I Isj i._ NI/ N',12. 1 l i 11-15") 18 1116161111M1111k • 1 L , --411-1 co 626.... ();.). )5218 62-8-- 630A . _ )15) 1 1 3/4' /1-- 1,(21' F.111).5 Fo!..,14 RE11)A1!; -4■111—( 61:1.:)66: 1:::1-LIHN lA" Ar)(2)-1!:',6 13'1.441i1 k P1112:, 6I1 P*15[;)1-10'cl ODE L 'dEW TA - DES) P1 1., -)N F.' HT E N (-"; N `" •; 1%)1).<1. 401 1 li)-H=r) F C))).)11-:.1R)1r.:110 REV PT KAN -15' 0/C! 4 M.I 4c,"2 1 STEM WALL REBAR PLAN M111111111011111•16 S- 20(J'2 fl51 HH. DATE DY A.--• MK - )1.111 - - • - r•;v)) 1 1 1.1/16 / •- ) co C V C , 1 APPROVED FOR CONSTRUCTION 4!)-1 )1) •/\! (! :)1! 1' ‘.11: \NI F 1 L; . PF),•),, f)11-1 PHIQ ID ft) .".1:-:--11"1]‘.) 1 NC-) H. r HANOVER ANL L'T, V)1 11..1.) 1 51), 1-1)..1 HAN 1)-1P.)J 1.-0P i11T t- ALL! 11)1-)4•NiHE.D. 1:!>!! wh:4)-,!,) Jun! 2)":1, '7'1302 HIP Nom))) ),Lc.). -F)1.../.1 11.111,(•!))\, CUST•c•AlFP. THI CO H A\OV DANY 11/ANOVE_F-1 P) 12.!) 7 Is)) ()),1(160r-)-1-1 1,7,4 1.7,)1•, IThit 0'6 (917 1,1=U• '111)1 1 1 1L —• A'r • •-• i) 11 ! • , ' `!-1 •• 1, /116 F -0[T [!..:!-.,1:11, 111:' DRAWN scAl. ,T),),- IN4 1. '11, . AF.1 "')/E F.) --• • 1 :4.,v!v) N!) 1:7 ....E.M.M.11111WEVII.1•1•••••• Mr. 1.111011111, 1 /Mr • (IFs) 'TACK, 4 11 3/ /C 1 k -4411-[m MV, • CVO 1 t) 1 - • ' _; K T $ECT1ON "4—A" (-3P 11 1 3/161 , 1/2' • - ''- • MK 406 - MK- 1:,07 M!\ m 40 7- . MK -801- / i APPROVED FOR CONSTRUCTION , I • 6.30C NTI711.[TR PI AN C2FK r..(j..INDATiON r[I)N: Dri FEBAk. - 3UC REBAR PLAN B(D.1.1 P[1.2-.11; PLAN Kr39A • F(IJATION MODEL VTW N1,IETk FI [1.)N kE FL N il.)kAV.11 N o r--.ydEt Fs), EV 4 - 4 LATL 1 ; • 1„. r 7• N 1 r ' + I [ H R -r1 (.;r - AN I ; N, .1C; HE r-- PLH i ;Ai I -HP Hi.OIF :•[_:AL I hi _ File Now.. duig \Drelrili\ THE -ANOVER COMPANY H.ANCVDO 71;f , 01;-• K.J1,-,-01 ,"'•1 -100 ',0 4.I •-•-t-);'.<K 1 TITLE i !•\ r•- 'A.1 •'). .;rIL r DRAWN r f.)/7 F.. E.?: \IV L N. 00 NC MF i EL 7 Nv. I .1[;_•N , • : • N Pr , A IN • 7 [ I 1 4 I}„ • LF 1 1I.11_k. wxp;a.N 3IOI1J •J .i N 1 b21.)2, —13.300 61,1;T,••• i.,;Sflp 17'-r; 1 I,•ACF� !w 1/Ie,+ 1,.• 0 1/12 NTEF ;IR PIAN EXPANO1ON �Ji:iIN` 11f; {',''1J irvI l--1l.jN :F•'111 -"'r r= F N 1/21111-;K LXP AN ;1c1N JOINT r4 ,r _ ..l. T" FLOOR REBAR PLAN N f:11, 4 J `'AI I., ,_v 11 .1/ T +-1Mr% 41Jl I Awlrar: rr-1E: I f' I N `J s r. BE .sfil''.i• F11 0-21+r FT. 1 r-I.,N E.C1,F e1,,ll1(P,1 1r A3..1..1 1.IIhNIS1-1r.i F K-',': NC., •--- la—(1.')C1 178 ti.'(1 der; 1(1 t._ i I 1 I THF HA\OVER COVA\Y HANJ+_1V1E L. IW, -i t 71st. Str 1 t ,l.: no[1/ 7/1 J+.1.11... 11' 1 8) I /12' 1111(-.1'1 FxNAN`0I.:N JOINT 1i.M11< APPROVED FOR CONSTRUCTION 11 )(.T! ()F_.r- Ir by • . . ['J II1,11 1...1 P N, %FJ ' -100' EJE EL 99' IF; 11:7711[--1_11- IEHJIE1 tj.---iT1-=11171!=111'.'' - FT:irnijitt-nn 11"--71-1 A A \ DE. I Al I_ ILE 9011! / ,: 51 4 • Y/..! •-• • - "./ ')‹ 1/ 2 1115 h,119 EE NAL. 2 - ORM MINI .t If 0 ONLY. TYPICAL GRADE ELEVATION l'• 3" 1111151151'151 MAH FIA' I t, HP 65111. FRAM Tt:E. WAIL. NI1E FE 009 (ACE'. 1/r 0036 #7) MK 49/ \ - • Kik •4".0 1 .1..OLII91D5t BAR':) ..,, E....1-.); - 601 (1E1E-,EDE 045)\ ,„ .%•-• . 2” ',-,f) FOHN UNflrE), '...,IF 0 *4! 5'. (VIA SECTION "B B IrPICAL 1..5)1')IIIIEODINAI. WALL 5-.1,E0TIO14 {2) 0) 9 -411,-- 111 ME),• 49,' 1 - 0 al `....,[ _ OK do - .!it i 4, 4- --. 30 1 • 7 ce,', i / 1' 5: 561. • , "1 • El .t---1: ;•/1,'1-'''''''.A' N1R '...1,110EE..1 .01111'...11.? 0: EE 06.F1,..A i 401 MK 459. , El / ; I / • . i , - 7 1-1 - ,,--- -, --"‘4,., . i I II / . _ ...„ ---,. r NI .--E.- [ SECTION "C -C AFEEt AI WALL • / \`-- 2" vre 90611 Li 0 D.F..5 750 WALL'. ONLY [4' N01 TIM CONCRE11) FOR PANEL RECESS (WA.1. --10130 6009 ArtTA 0010 GRADE EL, ',A' 6" 74111-:41tg,TITYfiTPF t17,1:11E-711E1]. IEEE •:-E1.1=1 I FAIT .t:JD.,! '-„(- •:",t•T„,/ A •\ 3 A ‘-'•OK friC) .101.1PHDF RA5) --6(..L/M6"--(9.1 1)1,01D6 ESA-;:) TIIFF10kE 91 45 (:)1251 • -E.7E(.15 11)115 APAR PLAN . . 625 - ' rE.'105t 266543 15.1.21E5:'tE.1 "A -A" 6.2 F3 fE2E-3--(1'.516/ 154' 111,5 'DA [TAN 6 itt "OEN 00561 912W • DWG NI.. NA R El I Pi NC:: E. I PAW N HP,/ airorksm.,, 1..111:1) I ".14)1: 05F161 '1,1.1 WEN )1-jtt.',.R I F-.11 i ' I .14 SECTION "D -D" 11 4) WALK "I WEI.' 1)1 ; 0 E - 4+),", I•1 • ?HACi<_1'1[..L I 9061 su.vi .011 TINDF_R 66 7,E 2" 901E) r ORM INN+ 'W,AI :AL* TYPICAL FLOOR SECTION DETAIL 11_.t14 - (1141E GENERAL NO1 ft.t.S.) 1 . 00E. 2. Eft.,ND RADIL117.., 0 AND 41.- HOLT Ft END RADIus 4D 1 1...,A.RI; It: THAN 1 "..4 ANICHOt: SICJLT MATE' PIAL R.F_BAR _ 41401A.-91'4 ":53, 60 41 - - - - E11H 1 NEHIEN1 " h/lit,JRK ',..:-.-'d2E. E E `-.-.)-IAE'.,_ --,.._. \11.N.P_ E1 .`:, .. T. ;E• Nit•'11-1 ERFOD NO A, , 1 . I:1, I ! 1. :,!!!_ I-4 1 . L t \i'..., f 11 4911 #1 I'. ' 6. 41 -..,, .. • .. -tt-- 1 _ ___ , t -, 4E-22 #-'1 ':' I ,.... .,....!.: -.9 - 1 1 ! , 1 - 4 . I 4519 # El A I 6 ..., •", j 414 # '1 1;90 ..4 71' -6 I /2" i 4(.14 ii/t 19 C, _ , . ........._ . _.• ___..... 490 #'3 ..,:•;(:.,„_1 1 49.7 #4 84 I -7- # 1 _ I # 6 1 1 I 4 i 1 I 1 '1- 1 i I i -r" ..-. E"-", t':: :o-9 ,.'. 1'.7;E(......; (, 1/1"/ 1 --F I 453 1 3/4TO /4 4 "tt, /8 "7-. I 2 L TOTAL MATERIAL REWIRED gr_f.„ 24 64. 46 14 P.P"-.•Es.Pvt.EIN (.:E)Nt: IF. :E8 94/E".„1 401115105 BRJE.:„ 5/4'0 x EN/9" HOOK (INF 6N' 0 (.1) NEjl. & 'AREA 1,1•i• PHI_LIL1t, PFT41EA9 05' tip" •••,) W/ 2'1 PF10•1. ItiNCTLI 551-).E. rfl_D 19101-1EA1) 95I LOUAI. 1/51 4 W/ •EE " 55.0619i PFH 515,64 51 .1595'. HAIE-", 59 )'.':F)41) F-)" 11464900'N .50151 KAATE-1,..1-5d "1".) F 1)1451 GENERAL UTE FOR GO0 CRETE 1 EL EVA1E()N1E; FE.qi tEiDA.FON DETAIL DRAW1N5',I. TYPICAL MO ART 640190 TC.) Ap•-.14.L.ENIT 4) 56/411 W11rr1 Bh. GRADE90 4. AI L 9E.145 111 CHAMFF_P, AI L. t"XPI.E.E." FOCI. /1'.'10 35' 5(..1 INCLUDE- Si11c"FAt, 7 [3•/,,c k191 90 HE At'PROVE (.:"P,Attt11„A.R MAI 5t.:14i F )1'.t.LILF,"I("6"t3 fv""AtFpiAp.":",. NNE_ 11.-,1( iIFT`-; '11FX i•!LNIT'f' PER /6.1t1 • i)5 8. ,:n5LPE1F "AA,I.L, HAVE 4 MINIMUM 28 0A1 6/6 64016.5; STF--"P-LJGTH 1'100(') rts:)1 4[ '')HALL Mil 1 14. 2 1010 90/rF) OThIfIRWIV 41 5l5k11'1,2L.15d7 EIT 15H 0•.'"" 91 FAR 65"101 .AL[. •.IGIEtr7, 0 '..d.lkFt,."--,J."')" 51/,! )'!3:4, r.• '1' APPROVED FOR CONSTRUCTION r- 90 EIWL .3.11 94/5 ,) es& N ;1 Fr. ; 1:44IN() '1 THE iHA'^,J',;‘,/EF." 4N1r) BE fl'HFF" WAN T." 1/1..1 F.. I 1.1 .••1- 5119t51 ).1, 5411 !••'F5..)12. rt). by. wtEE."-.), 200'7' Flor...e.: THE -ANOVER COVA\IY H /AN N 'V L -•.`," 'Li': • ts.5 r I .52.3 L901.559 w59c.:1, r':ii 6 `.3uit.,-.".• D 1 ) 1 TLE 1) RAW N ?V' 1AM1.1 Ft A (.1Ll.,T1J I N 1'4 `: T ()F: 51,1 . 0 . 4. 2 'H.F 110•001111111.010100•000.., 90:959 1/641 I 0; :1: :1H ' No 5. 10 11 DRAWING NO. 628-110A GRID REFERENCE POINT C/L PLANT ENTRANCE DRIVEWAY 18" CULVERT UNDER DRIVEWAY S. 1 ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. 11 -1111111M -M Op INIIIINVE-WliI-7-11-11111111Mh■ W W 43 a ■ a-■rrA-.f a� 0 ID /PROPOSED ROAD LOCATION -11-0-1111-• / 542tL _ - 1 P c0 5424 VEHICLE ACCESS GATE (FIELD LOCATE) 5418 •1 Irl CIA CIA RA ,? sir: I irfir_7 E•nr: 'J11111i'11J11 iI iiiJ11( ullu11�. 4.11 1,11114: { LIll II G:]�ivl IL , Y.,■11I 541 S. 300'-0' 5. S. ?00'-0 K r, S. $DIY -0 S. 700'-0 1 1 ■ 0 O 011,CED Atirva dit 14 *v‘ EI)ED qui, Al'.7 f 1u1" i r I'.! "lliilfu if IMI fin 1414 • / / / ././ / / / / / / / 5423.5422— 542 541 541 541 42? 11 4121 1. j r' b (52 (2 12' CULVERT UNDER DRIVEWAY 5414 ■ ■ 540 � // • 541 N L r / • � 1 � - 1f 1r )J ■ ▪ / VEHICLE ACCESS GATE (FIELD LOCATE) FRVNLIWG SUMMER WIND EXISTING SEWER UNE (ABANDONED) OVERHEAD POWER UNES (TO BE RELOCATED) APPROVED FOR CONSTRUCTION 05/23/2002 - TOLERANCES REV OFFICE ELEV, ADD TANK BERMS 6/5/02 HDA 0 ISSUE FOR CONSTRUCTION HDA 5/23/02 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, DWG NUMBER DESCRIPTION REV. REFERENCE DRAWINGS 4 DESCRIPTION REVISIONS DATE BY CK PROJ. NO. PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:38am Fde Home: 628-110.dp GADratl'ag\628\18011, I� THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74136 Suite 400 (918) 481-5800 U�T0L1LR WILLIAMS PRODUCTION RMT CO. PARACHUTE CREEK GAS PLANT TITLE GRADING PLAN DRAWN HDA SCALE 1"=40' DATE 5/13/02 UNIT NO. REVISION 1 S.O. NO. APPROVED GW NO. REQ D DRAWING NO. 628-110A 7 9 10 11 2 3 4 5 6 7 8 9 10 11 DRAWING NO 628-110B GRID REFERENCE POINT S. 128-0. C/L DRIVEWAY ACTUAL ELEVATIONS OUTSIDE PLANT BOUNDARY UNKNOWN. GRADE AS NEEDED. 111 -11M -1111 -a -M-111-▪ --6 437 543 --RAVEL PARKING AREA --- S. 1100'-0' 5433- -- 543111111 - S. 2 o'- MCV0FLIERATOR BUILDING • S. 242'-0/ • 111-Ii-11-*-11111M-111-IN PROCES1S- ARg' 4ry S. .3p0'-0' 5. EXISTING PAVED ROAD 5. 500'-tr oc.-0' S. 700-0 • iJ 0 Li 42 25x 45(INSIDE) EARTH BERM FLOOR ELEV. -= 5424' S. 284-0" T/0 BERM ELEV. = 5426' BERM SIDES = 1:1 SLOPE 2 S. 338.-6' / S. 358.-11' TRUCK LOADING AREA 5419 , 7" c542 FUTURE PROCESS in 46• 5'-0▪ " Lj / / 40 L.' 5.336-07/ HEAkR AREA -542r VEHICLE ACCESS GATE (FIELD LOCATE) 218-0' 542 5418 —5416 ."--- / / __.-- / ,/ / "..".. / ---` - ' - / / / . 5425 9 5423- ... 5. 401.-0. • 5415-7 VENT / STACK AU -A RESIDUE, METERING AREA 541 5415' 5. 375* -0" // 541 • LLI S. 561.-O. --- 7---_j_.-/— __Z ------r _______--------- 5. 57S-0" / i //// r\\ / ___------------ .,----- /1 / -----S -\// ----____ _.„------- --/-' / / / / / / / 7/ VEHICLE ACCESS GATE (FIELD LOCATE) 540 saw?No 1. ON-SITE, NATIVE SOILS FREE OF DELETERIOUS MATERIALS, ORGANICS AND PARTICLES OVER 6' DIAMETER MAY BE USED FOR NON-STRUCTURAL FILL 2. MAXIMUM 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 HOA HDA DWG NUMBER DESCRIPTION REV. DESCRIPTION DATE BY CK PROJ. NO. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: mdelIinger Jun 14, 2002 - 11:35am Be Nam 628-110.4/g 6ADicfLiAg\628\IDO\ 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 DETAILS AND NOTES DRAWN HDA SCALE 1 "=-40' DATE 5/13/02 UNIT NO. 'REVISION 1 3.0. NO. APPROVED GW NO. REO'D DRAWING NO. 628-110B 4 5 6 7 8 9 10 11 10 11 DRAWING NO. 628-1100 a 0 5423' 5420' 5418 5416 5414' 5412' 5410'- 5406' _- .- ---- 5404' 5402' O 5430' 5428 5426' 5424' ---- - - 5422' 1 5420' 5418' . . 5416' 5414'- 5412' 5410' 5408' 5406' 5404'- 5402' 0 5433' 5432' 5430' 5428' 5426' 5422' 5420'- ------ 5418' 5416' 5414' 5412 4 0 N CROSS SECTION AT E. 650' HORIZONTAL SCALE: 1'=40' VERTICAL SCALE: 1'4' a 0 0 u] cto CROSS SECTION AT E. 450' HORIZONTAL SCALE: 1"-40' VERTICAL SCALE; 1'=8' ////7///7/y/, _L N 0 5440' 5438' 5436' 5434'.////Ii 5432' 5430' - 0 v7 5428'1 1 5426' --- -- 5422' 5420' 5418' r CROSS SECTION AT E. 250' HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: i 0 CROSS SECTION AT E. 75' HORIZONTAL SCALE: 1'-40' VERTICAL SCALE: 1"-8' 0 I 0 Lel N I CUT FILL APPROVED FOR CONSTRUCTION 05-23-2002 TOLERANCES CUTS ±1/8" ANGLES f1%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. DWG NUMBER DESCRIPTION 0 REV. ISSUE FOR CONSIRUCTUCTION 5/23/2002 HDA HDA DESCRIPTION DATE BY CK PROJ. ND. REFERENCE DRAWINGS REVISIONS PROD. ID. Edited by: mdellinger Jun 14, 2002 - 11:35am Fife Name 628-11ONg CADraltiaq\628\iak THE HANOVER COMPANY HANOVER RUSSELL 1323 East 71st Street Tulsa, Oklahoma 74135 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 NO. REVISION 0 5.0. NO. APPROVED GW NO. REO'D DRAWING N0. 628-1100 2 3 4 5 6 7 8 9 10 11 4'-0 0/0 STEEL T1'-2 18'-10 01 I 1 MALIN LAP�'- c 23'-10 1 1-2 :� (TYY') - D5 (TYF') -- -- -- - RC CF F AM I NG PLAN —Tar ri // -O 6'-0 11-2 81pE WAS L 844EET6, • , 1+i'-10 • FULL FULL 4E1GHT aNa 1'-2 L 1eF. t✓ 5 (FOR F-52 L• >VON) 1.1 1 �` i r ,` 5140t' Sc.oi rr ,` k,!_ytT rr .` el ri RtiO 2J-11 31-4 1S'-10 5A2 1' 23'-10 1'-2 • • 4S'-0 0/0 STEEL e) _ E_.EvATrcN LINE "A" !REF. E.5 (FOR EB2 LOCATION° COLOR SCHEDULE aPi ``` \ ROOF PANEL , I DOWNSPOUTS 14 CORNER TRIM WALL TRIM J / / /// cA-NOP`( TRIM, / 7-1 1 i 0 ct1„___ V4 l r4 P 0\A) TK 1 M ® 01 _.! ' i 5A2 �I Cv -D '` 3'-4. ai 5 (2'-0 '-o I -- ;D i ' 23'-10 1e3'-10 _J / // N. \\ ` \ itiel)N..".0 / ." N. N. i \ \ \ \\ \ / / / / / / \ \ \`` N. / / / / / / D5 (TYF') -- -- -- - RC CF F AM I NG PLAN —Tar ri // -O 6'-0 11-2 81pE WAS L 844EET6, • , 1+i'-10 • FULL FULL 4E1GHT aNa 1'-2 L 1eF. t✓ 5 (FOR F-52 L• >VON) 1.1 1 �` i r ,` 5140t' Sc.oi rr ,` k,!_ytT rr .` el ri RtiO 2J-11 31-4 1S'-10 5A2 1' 23'-10 1'-2 • • 4S'-0 0/0 STEEL e) _ E_.EvATrcN LINE "A" !REF. E.5 (FOR EB2 LOCATION° SIDE WALL SNEET9l • F,.:LL 1-ilGi-IT 1 s • )! k 1'-!01; / 4�'-0 0/0 STEEL 1 1 Toll -1011 L �AT!C LfN i' l! r" l'-2 0 RTV. 4'i�F RO YlAL i=j j.. r ' E • Spec 282? GENERAL TIONS: Buildings,sF13f be designed for the following criteria: 40 PSF roof snow load; 80 MPH wind load with Exposure Factpr C; Seismic Zone 1; Collateral load 5 PSF @ Office Building for lighting, ceilings and HVAC duct -work); dead load of structure; in accordance with 1997 Uniform Building Code as required by Garfield County, Colorado. Office Building primary rigid frames to be constructed of either built up plate or hot rolled constant depth frames. Secondary members to be constructed of cold -formed steel shapes. Design and fabrication shall be in accordance with the latest edition of A.I.S.C., A.I.S.I., and A.W.S. Specifications. A bent of full and typical size shall be used at each end of the building with typical connections for girts, purlins, etc. so that future extension may be facilitated. Endwall materials shall be designed and connected so as to be easily removable and reusable. Building are furnished with steel rod and/or steel cable bracing in the roof and sidewal'.s and a portal frame in one sidewall of the Office Building. After fabrication, all structural steel shall be hand cleaned per SSPC SP -2 and given one shop coat (nominal 1 mil DFT) of standard red oxide primer. Secondary cold -formed members shall be constructed of pre -coated coil stock with manufacturer's standard shop coat (nominal .5 mil DFT) of standard red oxide primer. 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 lap rib/exposed fastner "R" profile panels of 36" effective width coverage. Finish to be factory coated silicone polyester. Color to be selected from manufacturer's standard color offering. 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 0.6# nominal density vinyl reinforced fiberglass insulation in the walls. OFFICE BUILDING ACCESSOREIS: Building dimensions to be 30' wide x 45' long and 12' eave height. Bay spacing to be 20'-0", 25'-0". Roof to be gable type with 4:12 roof slope. E- Window assemblies to be 6' wide x 3' wide aluminum horizontal slide window complete with clear insulated double pane safety glass and bug screen on operable sash. M1,t.1_. Fr KJ 1 5 N. 3- Personnel door assemblies to be 3070G single swing type, Dominion Building Products insulated door complete with panic device, closer, 1 3/4" thick doors with clear insulated double pane laminated safety glass, 5 3/," formed hollow metal frame, weatherstripping, hinges, threshold, and finish painted. All hardware to be ADA compliant, CQL a R ' aA 1k A%,A TA U 2- 3' projected x 5'-0" wide canopies over personnel doors constructed of 10 gage material and finish painted to match wall panel color selection. Note: Canopies located over sidewall located personnel doors only. COLO ; 5A 1* p,RA "TAO Framed Openings: 1- 6'-3" wide x 2'-0" high wall framed opening complete with head, jamb, sill trim, and 10 gauge galvanized bulkhead plate. COLOR SCHEDULE aPi WALL PANELe<.,,,-,r,(.tc\ ROOF PANEL , I DOWNSPOUTS 14 CORNER TRIM WALL TRIM J DOOR TRIM (a cA-NOP`( TRIM, -,� 0 ct1„___ V4 l r4 P 0\A) TK 1 M ® 01 _.! ' i 5A2 �I Cv -D '` 3'-4. ai 5 (2'-0 '-o I -- ;D i ' 23'-10 1e3'-10 _J SIDE WALL SNEET9l • F,.:LL 1-ilGi-IT 1 s • )! k 1'-!01; / 4�'-0 0/0 STEEL 1 1 Toll -1011 L �AT!C LfN i' l! r" l'-2 0 RTV. 4'i�F RO YlAL i=j j.. r ' E • Spec 282? GENERAL TIONS: Buildings,sF13f be designed for the following criteria: 40 PSF roof snow load; 80 MPH wind load with Exposure Factpr C; Seismic Zone 1; Collateral load 5 PSF @ Office Building for lighting, ceilings and HVAC duct -work); dead load of structure; in accordance with 1997 Uniform Building Code as required by Garfield County, Colorado. Office Building primary rigid frames to be constructed of either built up plate or hot rolled constant depth frames. Secondary members to be constructed of cold -formed steel shapes. Design and fabrication shall be in accordance with the latest edition of A.I.S.C., A.I.S.I., and A.W.S. Specifications. A bent of full and typical size shall be used at each end of the building with typical connections for girts, purlins, etc. so that future extension may be facilitated. Endwall materials shall be designed and connected so as to be easily removable and reusable. Building are furnished with steel rod and/or steel cable bracing in the roof and sidewal'.s and a portal frame in one sidewall of the Office Building. After fabrication, all structural steel shall be hand cleaned per SSPC SP -2 and given one shop coat (nominal 1 mil DFT) of standard red oxide primer. Secondary cold -formed members shall be constructed of pre -coated coil stock with manufacturer's standard shop coat (nominal .5 mil DFT) of standard red oxide primer. 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 lap rib/exposed fastner "R" profile panels of 36" effective width coverage. Finish to be factory coated silicone polyester. Color to be selected from manufacturer's standard color offering. 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 0.6# nominal density vinyl reinforced fiberglass insulation in the walls. OFFICE BUILDING ACCESSOREIS: Building dimensions to be 30' wide x 45' long and 12' eave height. Bay spacing to be 20'-0", 25'-0". Roof to be gable type with 4:12 roof slope. E- Window assemblies to be 6' wide x 3' wide aluminum horizontal slide window complete with clear insulated double pane safety glass and bug screen on operable sash. M1,t.1_. Fr KJ 1 5 N. 3- Personnel door assemblies to be 3070G single swing type, Dominion Building Products insulated door complete with panic device, closer, 1 3/4" thick doors with clear insulated double pane laminated safety glass, 5 3/," formed hollow metal frame, weatherstripping, hinges, threshold, and finish painted. All hardware to be ADA compliant, CQL a R ' aA 1k A%,A TA U 2- 3' projected x 5'-0" wide canopies over personnel doors constructed of 10 gage material and finish painted to match wall panel color selection. Note: Canopies located over sidewall located personnel doors only. COLO ; 5A 1* p,RA "TAO Framed Openings: 1- 6'-3" wide x 2'-0" high wall framed opening complete with head, jamb, sill trim, and 10 gauge galvanized bulkhead plate. STR',CTiRES �a tsa �nrrLave (.".2v 4'56-121..p r {!DING-gy ESCFZ!PTICN: ROOF FLAN 4 5!DEU!ALL EL EVATrCNS CU C -ER: L _1A : CCAS CO. .00AT!CN : PARAC UTE, CO DRAWfNG B - Ks (DATE Gl-Ii=GC BY II =ATE ,lc5 2522 LOADS 28441 A DS4 G *E1 OF 5 SEPU i COLOR SCHEDULE WALL PANELe<.,,,-,r,(.tc\ ROOF PANEL , I DOWNSPOUTS GUTTER CORNER TRIM WALL TRIM J DOOR TRIM { cA-NOP`( TRIM, 6o V4 l r4 P 0\A) TK 1 M F' 0. Ti. I m A 1-4 a rZ. A -r/3, STR',CTiRES �a tsa �nrrLave (.".2v 4'56-121..p r {!DING-gy ESCFZ!PTICN: ROOF FLAN 4 5!DEU!ALL EL EVATrCNS CU C -ER: L _1A : CCAS CO. .00AT!CN : PARAC UTE, CO DRAWfNG B - Ks (DATE Gl-Ii=GC BY II =ATE ,lc5 2522 LOADS 28441 A DS4 G *E1 OF 5 SEPU i CD a... ....... ..•••• T. _. ...... _ - f 1 ` 1 1". __— —--ale csNir 3'-0 6'-0 2 "'THIN EN FRAME I 6'-0 31-0 '-11 31-44 41.11, S1-2JIL II' -8 j. g'-2 30'-0 0/0 STEAL ELEvATION e LINE "1" LEFT ENDLUALL 9 NOTE! FIELD CUT PANELS AS REQUIRED 9 9 9 r 1a� 9 r<i SHEETING e LINE "1" LEFT ENDLUALL .44 ar t 0'-10! . 6'-3 1 MAIN END FRAME �'-0 6'-0 1 I5'-0 V-0 1 30'-0 0/0 STEEL 0 ELEVATION - LINE "3" RIGHT ENDLUAL.L 12 NOTEI FI1=Li:� CUT F'ANEL S A5 REQUIRED 1 9 ® B A e L INE r cRI 113 €f RICHT ENLUAL.L li 12 C SYNIM. it (6) V x 2" A325 SOL TS L'J/ 12" CONN. PLATES NOTE FLANGE 5RACES ARE LOCATED ONE SIDE OF FRAME CN',2(!UL .E. S NOTED) (() x2",4 2'FOLTS / 12" CONN. FLATES FN. FLOOR 8 2S ' -g CLEAR 30' -0 30'-0 0/0 STEEL SECTIO; ! ^ LiNitze 1, 2, 3 I55L1E REV. 1 E5GRIPTICN �aTE rr A AF"F��-+ covA_ � , F UN I TED STEEL STIRLICTLIF,FIS n X-,1ra PONT Lll'+f! 7.NESCR1FT!ON: CUSTOMF: ENDUALLS 4 CROSS SECT'ON U..''L LIAN1S GAS F'!ELNE CO. i CCA7-ION: FAR/ICI-UTE, CO DRAW NCI 5Y iCC ..C5 2322 2ls4 1L :DATE i L OARS 20447 A 3 DR.4`JI' '�,� JDA E (a' - o wpoe riZaPt Er-n ) (g)(z'f,.c) 5• .44 Lv194 ra066VY RAN/51-5 (-rY3 ) 11\!00v.1 T'rcpt. W I N O O k/ 3 A!-1! 0)6 TA( L t % W4648 w � 9 vtatom c(1°.) ---- PA we CL.064/Pe. 1 1i45JL cr./ (6 2'f G s Y \C L YvAL. . k+,. A0 D STA talb W/0 r"- P'( . y` [\ •rte �Jy ///�J //�sax �► ca cA„U.. L:7 00g. LEAS ---� AVE a t..P C WCL r2. x %,°" L - Qsz sLt.SraCZ 5Cf2 W$ CAULK DN 5UL, ' ,r.aLL -AA1-15 1M "TAf iso --1 TA, t L. A RHO RICHT—HAND OUT DOOR !U G � �,r + E� ENt`. KLEFT—HAND OUTO • 3'--0. " 2" 3" 2'-7" rh 1 1 I 1 k; ; 111, ,t 1I SUPPORT 11 I1/ ASSEMt LYT OF CCCR CANOPY FIELD DRILL FOR SUPPORT PLATE AS REQUIRED 11 CANOPY SHOWN s FOR A 5'--S" WIDE Y PROJECTION CANOPY OVER THE 3070 DOOR WALK DOOR SUPPORT JAMB 'F,'ALL PANEL (FIELD CUT SLIT FOR SUPPORT PATE) MACHINE BOLT (4. 0 7 ) (FIELD TQ MATCH DRILL BOLTS IN CA\'CPY PLATE) SUPPORT PLATE — SP i ('4." PLATE) MACN,NE BOLT w/NUT (2 0 x f CLIP A\ C.L -- CLI (! 3 x 2 x ) I..MCN,'NE ECLT w/,vUT (17 0 x ' M) '2"0 ROD x —70" w/4". TREADS EACH END (RD?) CANOPY SUPPORT HEADER DCCR FPAVIE HEADER STEEL LINE CANOPY , 10 Go. PL A TE � CAULK L AULKL TRIM EXTERIOR WALL PA E.L r (' ac Cs L EXTERICR WALL PANEL eNri EL EXTERIOR MALL PANEL STEEI s INS HEAD TR IM 1/4x 1 CAL'. A3C7 MACU. NUT1 (TYP/1 CAULK ICE CANOPY 10 Co. PLATE CAULK I DOOR 'LEAF CANOPY SUPPORT HEAD (8 x 4C) CB \ HEADER FACTORY r='''"','^ ' rot �' Fe" 4 -.,%. 1. L H1.',..r '' J .S '6 4.r� A. is •t. r "R " 0/0 PLATE JAMB T RlM- 10 Co. PLATE CAULX .;, .4r ad' G L tiF • Z5 • L ti L ,a ui S '.r,o it 4i III x'12 x 1'411 5717 -DR!' ANG Ste, I,'S (TEX. 3) CIPtPliN r.. Tri 1:711 wrA FA\z 1 Cil NO Y !S M A C 2'3" Fes,''1_D GF7-' N!N 3'-D" OPE\ANG WELD P ATE 4NC CR DOC : F A 1E Ra1 11 1I !II 11 1 E! II 17 11 —�F — HiAc v DOr"'D 'Atvi5 D'!7-1 All (..ar % j^ � Ids J{h %. `• EV.�r' fT �1e '.mmimm.r..rr+a ..err•, r " a a� (9"lNt eeOwRPn we a • n rgY^1 `c. ;1 o"mx' ' ori ar `. i C . O AT ED 16000 SARXEPS PONT LANE • HOUSTON, TEXAS 77079 • (281) 496-1300 ..i:aC^'P"A T',�J t� 77777.74 ..•, l• ',.r �7 F \ } f�'�f -Y�" --": v'.:5V1- � s:4 t.7 t aye " I ! r !-- 1 '�' `'" !^• Feaam+9 mb CM�Cata or g&!L 7 IICrLt fin./CloIE NO. iCo KA. t!..C6i! 140. }? i Cia.?)Ww.K.1-15^0 ALA, LL TR! (44 zz -7si PICA I.- CM 0 B 14E140 Err: 17AN.1 A101 M. TApe. t49t6TtG (CIA -41.(61' 014 4--51pCS ...1.11111= '10:35==erirelaNIZ, 1 40 klui* 441 PR11.1„.6.1 7 .1 La Zi 1441-5.6 N NkrN 1.0 e%Pr" Rtji 5AD 10647rHK. >J1 -KI -15,6-P t-I5L2 Cut 6,R-res-rRA-Tie4 1-C%!-Ki-15A..7Lv,) 11•10=111raws-- 145.0 >5:41-4,H, 41m. -citz. Jp9,95 4. 411-1, CA.ULK P5RINIElEs sOrt PURUN Zaffith,TOM.OICSIMOL , the roor All ot:Itr and Karc&:gart-.. CUR ANGLE, BOLTS, HANGER, ETC.. EY OTHERS 4c:eptabic C;orrcctiori Teta 1! NOTE: I:DrIMno of ',-,11543 In rlaneea oF pc.rItna atructw-ally detrImental to tha morrr. ,Ai collateral %.7-,acleAu.thIch are incluegsci In the PurlIn deo:en !oiadep, are to be intt.lclad k;:) connect.,or, directl!.) to the tueb on!y. PURLIN Flange C-Ctainp Is not an acL-.eptable connector PURLIN C-CLAMQ ALL -THREAD RCD Connecton through the flange Is not acceptable ATTACHMENT OF SUSPENDED ITEMS (BY OTHERS) rimoroosoormow.. rs'otoom. •12223T1==42. =or 31' T.,T1' . x 0. , N5::f. / CIA y E;- ---rii') • ---; .4t,,•1S- '.'"‘ -' ,, - :„ ,. .. -,- ••-,-•:'...., ' ' , ,..; - .• • i" ' . ,,,..-,..:..-....7: ..••`-. . ,..,,,,........,± '‘.3'....; ....N.'-!. ''' I /NHL 'r ti)N-Aa 2 1 N, v 1...A-7717:-, . . , . • ...• . ,.„-...-.,:,...; -...,,, - v..„.7,, • • , • •,. . ..-- - .• .. • ,., ,F •••• • ,/ • .••• / • / • r • •••• ••• 723J '1P.t.Ti.7°.;:l 7/ ;1\ F94- v g AcK I 1-rci 42 —n4- . , -r\I R. F. -1,6E-61,-(-\ 1,1. Lor'c'T ROOF r moNlet•P g VI::ONS v.NOINAL.07.•41.11•NaiririPalgaMortralariloa. r 40. tAY r , I !2., !_212:i. -00 ,___Litammmem 1.2 I Dr42::RIPT1 -A •L'Lmmm.m. Immwrimirma mm, V 'A" ,L t \ )? , .F44 , • i: CyNNI •••• ' ,Alosena a :7 11 rs. fr. wr r,„ WM. FTE3 70111 elrra, Ire !"L-',. 47! rpl, rn "r".9. C":74 4r.sreaP to) NCO RPORATP 16000 BARKERS PONT LA N:77: • HOUSTON, TEXAS 77079 • (281) 495-1300 CLATC1-4t; e 1 ; 2.:2\72 4 1 Aii 1 1 f r .. ,,........................ • i i *mmtalmarga=itrzact .1•neax--mrim Infil, TLY C C a ow , v T OPIATTT1L TOO. I .0011 NO. '4I1t •10. mimeos.- sonimr..‘iNINS~m • #7—.0 T—Tarrirr==.4.12112=OLTOTTLMAZVellar.....w....11. r • linaragrOILIENITTIOMMITecrliT.EnsefasuffOTITANNIM=TarliMINOM; oliCar...Ci;meaTradapastiMITTEN ; • 4.6. • 1 &Ate amp PIC4Z14,) At 2'4' On Cats For All %artier' &Mei WW1 kres AtIttIV: Pans' C4p Trio (1%-g110) &Mar alKeE6 14) 04.5Id C.lokra 4 WW1 5artla At 14' Oil cone (ornar4L) hilti COW Mete Sous At iv" Ccrtar Mawr Ursa At t? Cr Cate Eisve tint 1211 PargA domMok.IMANIAMilm .IMXIMOMP LOU)!AV E t)ETAIL ti" (IEETEDWailAJJ ROC:. 51-E-*ETING PURL TAPE SE.AL.ER SCREWS 12" O.G. RAKE ANGLE (214x2x16GA) RAKE TRIM "xl " SCREWS * 12" Q.C. Pop Wet DcurepoJt Strap •Ika Panel mrigiutit&L patitirOT 5 IIZAL61":A24 1 Grt L:7 2 107) Pat) Rive 4grrIc•b 3.1 5e& Cgter Tabu into Dozscsmt Fop IRMA 5J? QGJTTER G'st Courtiocx (t% -r),5 ) Dli Kdat tbstall Wa Pop RIvits on 3 Sided OUTSIDE FILLER STRIP - CONNECTION &RACKET (cue) (4) viax114" A325 5OLTS (4)12"x1,11" A325 150LTS M.F. RAFTER ENDWALL COLUi#N (5i4APE VAFRIES) ENIDLUALL 51-1EETING II Panel xImpoigi 54369 Angle Fin:tkad Floor . .; .• .41. 4t. b•,. • • . • - a a • ,.STEEL LINE . END OF PUR-1-1N. 5go-I1C4 A' [s. STRAP ciJANirrr, 14E'614T =VITT t2`-0 2 T r-- --77 N m' tattlobe F.5rs. FO. Crate emutz NIN25 (4 Bok,5_44d 2&, 7 rts CF. END RAFTER SECTION Ti--41RUIRAKEE MAN FRA1N1E. (2: Z-r.iiR :71,AZ /.....7-l4o:'4.#4.7.) \... (AT an To ::-.5. L=4T'CN XY) 1. 4 (1)1x Y 4 2 f...-711'OZ C 1 1-c-gf JA!`15 TO FAV't: eTRUT •J4JO GT 57-CTION: jklEi CCNNEC.:70N Rake Tr!m (!*-1‹ IRT01) If Ail RoofFeine1 Put lin 0 0 . H IT 0 0 / Encliza 11 C,..olurm Correct ran CI rp (CL21 or CL2c..) i W311 Panel Patre., Vel SS- C7 ION Tu, 6 1 Cot.0 r:ez MAN EN AMEFA<7 Pea. Fare! 10 rla Ere rter Efiew4 1 Catumin CnncctliiCl!p (a..21 or CL2c-') AT FL11514 FE D GDEUALL (NOT AT PEAK) aftei Cam.a At 20' eteel !. #!, Fr1n 14"(,4325) alte, AT .r:T.A<, 1 Co le forpn 1-1ot RolT.eci ; EPIOvi.:.a 11 5= .(7.1- Q rad Trh (1-?:.-grn Cams 6Uten Scram At tli Certo 1 Roar 6c•-,,ue At r.2° Cir Ccti..lruc4rpr Trn Fire Poo: „ 1 attnidd C.r.,:fare 'Peal L Pane JThVE1-,07(SER DriVi 117,:43, I pAvE,4, FzIln Cezprd) RAKE r3,r tfr-1 Tri (-F.4.-CT01) 4 pa, Iri nil 40 coie Forr: o ELLclIt c•-4 4' etesi 1_7ne1 CD -ND2,41 P -01...J.:4 .,„ ,------,,,,. r% nell Jrnci ':: .1 A...0 o Enezelil Ce.rt,-\_:.!1 5i.c:-.0. 1 Tnc5-71 ,!:eLE.--.n6 F2,3%.cr 0----,-, „.1 1&n r&nci Corner Cclumr, r=nc:i.u.5111 Ctcl 'me .3 1 :o o 10 1 .- 0 0 i + r - Tr ev ;01 ,..:7-__.........:...r. ,.....• a . .... ., (1.....:<• °CI ie7 oj ! l=re.1 r!' 5.t.6.r.=:1 L!^' Ca_.,',...!,! -IN rtr Frrr,, !rt.", r of !•••••••LANnOMIC !SlarriraerttlTh=311 '- I 0- ...• • A • • •••• A, - 7.a.• • ,-. ...-Ai. „.., ,...i., A 1 1 1 r.a.,--"".-: AC=AANIA.,74.401; CaallAT:E= L. • ,46.--70.:1A&AW.:. J 5 reeev!A 1 1 te' l',..n.,. C.:1 rt ee ! In i i._, Le -14 E7..,:•8 V D !T. e5e 15!C•ri - H" Fra7' . Te.pe Want "X. 0-44, C. I Cr Pu's Paris! Fars!. Te,5e ,Se4',En',. 761 LoUco 4 C. 170,04 Off! ed. P 1 *P .et.gi .4'1/115 ,77 ht ep) Fare: e„..:e4;1 ''''''••••..„..,,'-- ,- ...." ---1,-,J '....?'.--"-....„............. ''..".'t:,.....---"•44....-;:-'."--,z..:---,,.....z.-...4---':3,..."'F /:.---4 jab ,of 'r" Lao ..-44 "›.4' rl!vc Tr1o..7 .4z •NR : 7*(tb fr,:zu% Fcro arairx, c 2'-0' C.C. !EON 14;117 1. E!'_D.V.; !S TO B 7.4.47 t PLUM2 EFCR: IS TO • Fee 1:1:'.e.,r OpZ, V&. End C2r., 111 'AN .1* •Ay, 2. 5-L.,-71.1s.C; IS TO EEN AT LTIARD END OF P.:1!LD:NC SC AL!.. PA! U.1S, CCC.MY FV.1: PREVA:',INS A‹ 1 FI,CYJCP,TS RECLINE S.'•1d,a SC.REW PA=NS AS ROC.)17 'PANE1S, F.Y.-LOT SKY -IGT TC a-crlia-iT STTH. LISZ Sc,..:OriT C7 Sacia3 AT TKO) CONDITION. v, 14. -- .( 1..( 2Y 1' 9 Y 1 2%! II '2'5 I 7'2:._ _' 7,' 4. ECC..11,:. CS10:741 LS TO VI P.M' PANEL.S =AN CF ALL. METAL ....1--- 1*--'''''' ,g............."..-..„,, SiAVACSr...,K.....Y. r 8 17,ete:1 5. kJ.. .K(T TAPE SHOM1 S 3/16' 7/3 :CLE TRACK.. NIFFArF. t',..4311-,7747;?, L4Yar- 6. PAN2.. NST .ATC As C rrS PAC7. W.77 ALL. RE:REVENTS Cr. evtch &r At :0' CnCrex 7. IfilS PACXACr:. SZ t.IS2) IN CDNe..1!‹710N \?,rri SNOW P, -.S AND as EF.AT FENCSS AND STR;F.3., NOT F.N.S-0 2Y EAV: 511V.T C/C STrni SCS SFINC,SC "Lxt,-.-rided Dl 7)ETALR.FEr,c1`,.,?c: RQO A vr.: ti A I A -,-„r e-vw =yr A e- e A (7_,.= !! P-11 / ;Nt. -*a ; ,- '4. r--41 i.411 12" •f. 11 u "II U 44 .41 I t f ( f -=w, LCC4T1C\': ( Al I 4"en ;Are" r.-11:1- A MI1 . .1 EL [C= flN,,f ' -r•••-,• •• ..- :4„......,....i"- „............."' iooct.T4, 7 L 17 `...‘-' 1,2 ._,..,..-"' r.',.:...: kir....0: -;'," 4 .44-1.4:.6 44 ,---- . ......- .:.-J / rat: `..r" i ; , 'S. • *7:- CTtC ! Al..0 _A_ • .1•0 i ;•-•• r- t ca,4,c, 71144"4" siseemeordpon• 1-....,,ammem.,...koa....a.mwm,..4.monoramgrammramatormalmmegammaxcernam KC -) 22 ") „ 2a44.1 0.3 _.1 J T- 1= '"DNI CVO"' 7 111 1.1 A A U1 7_ 0 0 0 41 '-1 111 --1 z 11 x Ar D [54 li F rid p t CD rn 2 UT z 0 Ai 0 rn -� z _0 Lo 1.0 O 30'-0 0/0 STEEL 112 et -312 la3 31 s� O f(i o -0 n 0 rl r g r. hi, 2 E Vi. J›' t1 `1 n o E� 4 4 t11 0 2 ' -1 C:/C; ANCHOR BOLTS 1'-112 C (2'..0 1/3'-1'2 1 Ui 1 A ]>. -.,3—= Irl z (I) 0 Hi .9 —1 ( 7• JRTT I' -- - r 1iT c. s o x 1 til 6 tS ' Gl O E -z 3' -0 { C! -i=51.17) 01 111 - 0 0 UJ G) 4 '.s (Hof.L) - 1 M r�. Cr� -z ji 3 1 7 i i1