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HomeMy WebLinkAboutPlans3030 louver 4 places 0 / CONCRETE 24'-3' OUT -TO -OUT 44'-1 1/2' OUT—TO—OUT OF CONCRETE 4' 21'-8' Ci) 21'-8' 5 1/2' L_ • 4' DETAIL 8 PAGE S1 21'-8' • 0 f^ l r ---+---I 1 1 1 - zDETA14 A PAGE S1 _moi 1 60'x60'x24' 2000 21'-8' 12'x36' grade bear) r r MINIM IMMO, L_ 1'-0' 1 1/2'x2' siding notch -� 1 1/2' r 1 1 J 5 1/2' \ \ 44'-1 1/2' OUT—TO—OUT OF CONCRETE 5'-O' 2,_6' 2'-6' 60'x60'x24' pad 12'x36' grade 1 1/2'x2' siding notch - beam (U .-4 \ \ 0 \ \ • 0 8' '-4' Detail A Scale: 1" = 1'-0" • I \ \ anchor bolts as per structural steel plan \ \ 7 1/2' '-4, siding • notch N O M 0 I (u #4 collar ties 12' o.c. at pilasters • O 1,4 0 0 24'-3' OUT -TO -OUT OF CONCRETE provide drainage away from foundation line for min, distance of 10' #4 stirrup 12' o.c. to tle pad to grade beam • 0 1-#5 #4 vert, 48' o.c. 2—#5 • I #5 on 12' grid structural fill under allconcrete 2'-6' #5 on 12' grid 2'-6' 60' sq. Section 2 Scale: 1" = 1'-0" \ \ 0 0 1'-0" siding notch delete at doorways fU provide drainage away from foundation line for min, distance of 10' structural fill under all concrete Section 1A Scale: 1" = i vs 3'-6' \ \ • 0 1'-0' 1 / 6' 0 • 0 2-#5 1-#5 structural fill under all concrete provide drainage away from foundation tine for min, distance of 10' #4 vert, 48' oz. 2-#5 Section 1B Scale: 1" = 1'-0" V-5' r 1 4' / 42'x42'x18' pad l'-9' 0 \ \ \ 12'x36' grade beam 1 1/2'x2' siding notch 1'-9' / 3'-6' anchor bolts as per structural steel plan Detail B Scale: 1" = 1'-0" C_ / provide drainage away from foundation line for min, distance of 10' #4 stirrup 12' o.c, to tie pad to grade beam #4 vert, 48' o,c. V-5' / l'-9' structural fill under all concrete 1'-9' / 48' sq. Section 3 Scale: 1" = 1'—O" i #5 on 12' grid REINFORCING SCHEDULE GRADE BEAM SPECIFICATIONS -12'x36' grade bear) w/5-#5 cont. as= Top! 2-#5 6' from top Bottom! 2-#5 6' from bottom Intl 1-#5 spaced equally 12' o.c. between top and bottom reinforcing steel Vert' 1-#4 spaced 48' o.c. cont. top to bottom PAD SPECIFICATIONS -60'x60'x24' pad with #5 on 12' grid -42'(42'x18' pad with #5 on 12' grid LIMITATIONS OF RESPONSIBILITY AND LIABILITY DISCLAIMERS The undersigned design engineer specifically limits the scope of responsibility/liability 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 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 ars exempt from the under- signed design engineer's responsibility/liability: 1. prefabricated steel building components LOADING DESIGN CRITERIA Roof - 20 live/50 snow/3 dead/2 collaterct Wind - 115 rnpph; exposure C Wind Code - IBC 12 Seismic Design Catagory - 0.433B Column loadings as specified by Steel Building Manufacturer NOTE CONTRACTOR TO FIELD VERIFY AU. DIMENSIONS SHOWN NOTE SUBBASE TO BE PREPARED IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION PROVIDED BY OTHERS - MIN. BEARING OF 2000 PSF NOTE PROVIDE MIN. 36" FROST PROTECTION FROM BOTTOM OF FOOTING TO FINISH GRADE, TYP. ALL UNHEATED FOOTINGS NOTE PROVIDE ANCHOR BOLT PLACEMENT AS PER STRUCTURAL STEEL PLANS CONDITIONS OF PERMIT BLCO-9-14-3382 WPXEnergy/Jolley Family LLP Compressor Bldg, Well Pad KP 24-8 Silt, Colorado 111 ill :1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REGULATIONS. 3) ALL WORK MUST COMPLY WITH THE CURRENT LAND USE CHANGE PERMIT. 4) EXCAVATION OBSERVATIONREPORT REQUIRED AT FOOTING INSPECTION, 2000 PSF. 5) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPOR' AT FRAME INSPECTION. 6) ELECTRICAL ROUGH IN APPFOVAL IS REQUIRED AT FRAME INSPECTION. 7) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 8) LIGHT AND VENTILATION PR 2009 IBC, CHAPTER 12. 9) LOCKS, LATCHES AND LANDNGS PER 2009 IBC, SECTION 1008. 10) GARFIELD COUNTY FINAL IN;PECTION REQUIRED FOR COMPLETION APPROVAL. BLCO-9-14-3382 a c. cu cn r.c 0 13 a: cri m m nacu (13 O. Z 0 ce W 1- 0 O ._ -f- -+- Q VI -F— Q °E Ln V oo., N Q Q- .4" (7) V N CI " ZCD CL EC 70 "Ic O N CO 81505 ENGINEERING Go PROJECT WPX KP24-8 foundation plan SCALE as shown DATE DRAWN . 08-28-14 LATEST REVISION none SHEET S1 OF,,j r :SNOIIVd3GISNOD NOIS3G 213H10 Z 4.110 O O 0 By Richard T Smith at 2:29 pm, Sep 15, 2014 iS2:1013VA 30NVILIOdWl 3300 DIINSI3S 444. CO N :1VD NOIS30 DIWSI3S ONIM 01Sd8 1/) m m 0 :0vo1 MONS 30021 J J1 3Ml dOO :0vo1 iVe131V1-100 ti OV30 dOO r- 0 0 D o m = 0m 0 M O K Z m7) OX (n S M O On n OZ t.4 1- w i) c -IO 0 D m --I r K 0 Z 0 NUS) (/) - -n OTHER (SPECIFY) FRAMED OPENINGS CORNER TRIM DOWNSPOUTS GUTTER TRIM EAVE TRIM GABLE / RAKE O ACCESSORIES /NCL UDED: Ton Ton Tan Tan Tan DESCRIPTION: F/ELD LOCATED 3o7o4I SF WAL/(DOOR /(/T COLOR O 0 COLOR J J O 01 0 0 m By Richard T Smith at 2:29 pm, Sep 15, 2014 iS2:1013VA 30NVILIOdWl 3300 DIINSI3S 444. CO N :1VD NOIS30 DIWSI3S ONIM 01Sd8 1/) m m 0 :0vo1 MONS 30021 J J1 3Ml dOO :0vo1 iVe131V1-100 ti OV30 dOO r- 0 0 D o m = 0m 0 M O K Z m7) OX (n S M O On n OZ t.4 1- w i) c -IO 0 D m --I r K 0 Z 0 NUS) (/) - -n OTHER (SPECIFY) FRAMED OPENINGS CORNER TRIM DOWNSPOUTS GUTTER TRIM EAVE TRIM GABLE / RAKE DESCRIPTION BU/LD/NG TR/A1 COLOR SCHEDULE Ton Ton Tan Tan Tan 0 COLOR 'SNI12Jf1d 'Sl3Ndd 4006) n 03y n O 3H1 H11M AldVVOD * • L t >-4 Ln m� V) c XII o C C'n - m m M 0 W 0 .. 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DETAILS ELEVATION. 2 DIMENSIONS AT OPEN/NGS ARE TO FACE OF JAMBS. SEE J. ANCHOR BOLTS TO BE SET TO f 1/B" IN LOCA170N & A p � D 1 .s e,e-1A.eeree) 14-6* ,. izenx 0-P ?Pig D N I X m O n X co g. e y_ 1co > e I( 5'-1 1/2" 10'-0" 9'-1 1/2" u-. N\) 24'-3" OUT -TO -OUT OF CONCRETE PURCHASER. PROJECT WPX — KOKOPELLI /24-8 LOCATION..SIL %, CO NOTES. 1. REFER TO SHEET A2 (& AJ IF REOOJ FOR REACTIONS et DETAILS. DETAILS ELEVATION. 2 DIMENSIONS AT OPEN/NGS ARE TO FACE OF JAMBS. SEE J. ANCHOR BOLTS TO BE SET TO f 1/B" IN LOCA170N & A A x (PI • 'n CO Ln z wZ Ivm- 1 a� CT) DCO LO • - By Richard T Smith at 2:29 pm, Sep 15, 2014 m 0) n D W Zio c 3NI1 311Vd3 0 NOI1VA313 ONIWV13 11VMGN3 1H018 £ :3N11 - N01103S SS02:10 311Vai CO 1 9'-4" 4'-0" 4'-0" 4'-0" 4'-0" 3'-4" 4'- 4'-0" 3 RF1-1 SP -1 RF1-1 SP -1 4'-0" 4'-0" 3'-4" 19'-4" 19'-4" 4'-0" 4'-0" 4'-0" 4'-0" S-4" B 24'-0. OUT -TO -OUT OF STEEL U • A J d A u r, _0, c, RF1-1 - c� N SP -1A c� SP -1 N SP -2 I N O DJ -2 9'-6" NIp N p DJ -2 co O o (1' CJ RF1-1 8 3-1J i 4'-0" 4'-0" 0 4'-0" e —0" 3'-4" 19'-4" O N T:47 PURCHASER.' T.P.I. PROJECT..WPX — KOKOPELLI /24-8 LOCATION.'SILT, CO NOTES: 1. Structural joints with .4S TM. 4J25 Bolts shall be assembled and described 4490 Bolts be fie/d lightened according to the Tum of the Nut Method" os in the Specification for Structural Joints using 4.125 of 2. Flange Brace holes in girts of sidewall (if mail) must located as reg'd. See detail sheets for more information. A A c./1 < - o I I N a a N O 0 Co, W N N (II UI ( cn \\ a CO N N Q1 01 0)N 00 -0 (o n S oc- 6 0 1C- - w CO N CO (!1 ro CO Oa \\\\ l7 co 0o V V M.2 OO u.0'Q T ro 0- C, O" 0000-4 0303 co-. 03 • r0 — OR. 0oI— I I I I rn o 0 0- -0 -0 ro ,9th b -,LI x „tit X S cC ✓ rr CA Z N Ill 1Co COO Ca4 CJ, • O 00 l l J 5- X' 1 YtOZ 'SL des 'aid 6Z:Z 7e WILLIS 1 PJeLP!N XS 1-11 0 Q 0) 0) n co -C CO 19'-4" 4'-0" 4'-0" 4'-0" 4'-0" 3'-4" J � RF2-1 17'-10 13/16" SP -1 Clearance +/- 17'-10 13/16" 1.3 N SP-: z N 1 N Clearance +/- RF2-1 SP -1 4'-0" 4'-0" 4'-0" 4'-0" 3'- O 1 19'-4" N N� PURCHASER.. T.P.I. PROJECT..WPX - KOKOPELLI /24-8 LOCATION. SILT, CO NOTES. 1. Structure/ joints with .45T.A/. AJ25 Bolts shall be assemb/ed and tightened according to the Tum of the Nut Method" os described in the Specification for Structural Joints using AJ25 or A490 Bolts 2. flange Brace holes in girls of sidewall (if req d) must be field located as req'd See deloi/ sheets for more information. 0 0 D1 TI x z N II m Q CD x 42, CO io 0) CI- - x 0 to 0 0 m v N 0101 1 I N 0 0 is o rJ m m ? p o O o ^r w NNS VCA p c°74' 4' Q. 0)0) LP CP CO CO 5 D m r m N 0' Ln A m ( 7- a0 • 1., 0 0 • 0 0 .6" .8 V) ▪ Cr m mg 0_ 0000 in 0S� 3 I 1 1 v� CO " 0' • ,n !D CT0 0 U10101 03. .$/L i -,LL x ,B/£ x S m 0 0 W BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A Q 0) f7 0 -D-1 m 2.1 H NH L H 19'-4" 4.-0" 4.-0" 4.-0" 4.-0" 3.-4" \ • / // \! \ c-) col / -- -, /)0 m c7 6W I a -- / 1 p \ / — — DJ -3 / C — — \ 1 1 DJ -3 ---- c)\o \ x c7 00 c om 0, a W o C) I coC DJ -3 I S DJ -3 w �- 0 0I 0 H H IA L 19.-4" 4'-0" 4.-0" 4.-0" 4'-0 t. , �\ \ N DJ -1 T \QO \ v — 8 \X / / / 0, / / /0, / — / d / — — x x N / \ O DJ -1 \ 3.-0" 4-0" 1/ -- \ ---- Q /1 \ \ / \ / \ / `�ff' 0 DJ -1 o fa g 4 1 I 1 1 "YJ -11 3.-0" f 4.-0"...1 — — L7 I 0 I 0 I ? I PURCHASER: T.P.I. PRO✓ECT. WPX - KOKOPELLI /24-8 LOCATION. SILT, CO NOTES: 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL °RAW/NG SHEE75 SHEETS. AS REQ' 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAW/NC 1 FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING A A 0 0 0 0 rn CD By Richard T Smith at 2:29 pm, Sep 15, 2014 cn rn L Q n 7Z 75 Mild ONIWVdd d00d 7 /\ L N SA -12 12'-2" (15) SA -12 12'-2" (15) PURCHASER. T.P.I. PROJECT:WPX - KOKOPELLI /24-8 cocanoN SILT, CO NOTES: 1. FOR /NOMDL/L fRAM/NG DETAILS REFER TO OETAIL DRAWING SHEETS 7. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. FIELD SLOT FLUSH MOUNT G/RTS FOR CABLE BRACING AS RE00 A 0 c-) rn Ca"' CO C:11 ivm� co W 0 0 19'-4" 01 0 CO LEFT ENDWALL TRIM ELEVATION © FRAME LINE CF -1, SA -44 11 � v, L m CF -1, SA -44 CF -1 J p7, 1 Nf/ 20'-0" 11 20'-6" wJF-1, CW -1 11'-4" In 11'-10" WJF-1. CW -1 11'-10" / 21'-0" / 20'-6" 20'-0" I I L r CF -1 F ELT, e 11vM3aIS NOV9 WJF-1 WJF-1 WJF-1 WJF-1 1 WJF-1= WJF-1 { L 1 1 J 19'-4" 1 1 =WJF-1= N 1 WJF-t WJF-1= WJF-1f L 1 PURCHASER. T. P.I. PROJECT.'WPX — KOKOPELLI /24-8 LOCATION.SILT, CO NOTES. 1. FOR INDIVIDUAL SHEERNC & TRIM DETAILS RUM' TO DETAIL SHEETS. 2 PANEL START O/MENSION IS CENTER OF FIRST Hl -RIB TO STEEL LINE. 1 /F NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & LOCATIONS RtitR TO THE DETAIL SHEETS A 0 N o� 1 N o? 00