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HomeMy WebLinkAboutPlans3030 louver 4 places O W a 6 0 0 4 44'-1 1/2' OUT -TO -OUT OF CONCRETE 4' 21'-8' 21'-8' 5 1/2' L_ 4' ammo DETAIL B PAGE S1 O • 0 r - i _.�.._ L__ rDETAI4 A PAG[ S1 r 00111110 r 1 I r— L_ 1 60'x60'x24' 12`x36' grade bean '-0' 1 1/2'x2' siding notch 2V-8' 1 L_ 44'-1 1/2' OUTO-OUT OF CONCRETE 21'-8' 1 1/2' r I 0 0 4- L__ J 5 1/2' \ 2'-6" 5'-0' 60'x60'x24' pad 12'x36' grade beam 1 1/2"x2' siding notch 1 i 2/_6. Detail A Scale: 1" = 1'-0" c c 1 anchor bolts as per structural steel plan /7 1/2' '-4, siding . notch N 41.4 \ #4 collar ties 12' o,c, at pilasters O -4 • 0 1-#5 24'-3' OUT -TO -OUT OF CONCRETE mod 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, 2-#5/ • / 4 #5 on 12' grid • 0 (U structural fill under all concrete 2'-6" #5 on 12' grid 2'-6' 60' sq. Section 2 Scale: 1" = 1'-0' siding notch delete at doorways 1 1/2' 2-#5 • 0 M 1-#5 provide drainage away from foundation line for min, distance of 10' #4 vert, 48' o.c. 2-#5 structural fill under all concrete Section 1A Scale: 1" = 1'-0" i \ \ 3'-6' provide drainage away from foundation line for min, distance of 10' structural fill under all concrete Section 1B Scale: 1" = 1'-0" '-5' 1 1 i 0" 1,4 0 4' 42'x42'x18' pad / l'-9' anchor bolts as per structural steel plan 12'x36' grade beam 1 1/2'x2' siding notch l'-9' 3'-6" Detail B Scale: 1" = 1'—O" 2-#5 1-#5 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. l'-5' 1'-9' structural fill under all concrete 1'-9' 48' sq. Section 3 Scale: 1" = i #5 on 12' grid /0//,ft 00414044r004,110 r„, .4,+ REINFORCING SCHEDULE GRADE BEAM SPECIFICATIONS —12'x36' grade bears w/5-#5 cont, as1 Topi 2-#5 6' from top Bottorff' 2-#5 6' from bottom Intl 1-#5 spaced equally 12' o,c, between top and bottom reinforcing steel Vertu 1-#4 spaced 48' o.c, cont, top to bottom PAD SPECIFICATIONS —60'x60"x24' pad with #5 on 12' grid —42'x42'x18' pad with #5 on 12' grid LIMITATIONS Of RESPONSIBILITY AND LIABILITY DISCLAIMS 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 are exempt from the under— signed design engineer's responsibility/liability: 1. prefabricated steel building components LOADING DESIGN CRITERIA Roof — 20 Ilve/50 snow/3 dead/2 6-ollaterai Wind — 115 mph; exposure C Wind Code — IBC 12 Seismic Design Catagory — 0.4338 Column loadings as specified by Steel Building Manufacturer NOTE CONTRACTOR TO FIELD VERIFY ALL 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 fr CONDITIONS OF PERMIT BLCO-10-14-3422 WPX Energy/Jolley Family LLP Compressor Bldg, Well Pad KP 13-17 Silt, Colorado 1) ALL WORK MUST COMPLY Wild THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WMH STATE AND FEDERAL REGULATIONS. 3) ALL WORK MUST COMPLY Will T . ' ' R , 4) EXCAVATION OBSERVATION tEPORT REQUIRED AT FOOTING INSPECTION, 2000 PSF, 5) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORIAT FRAME INSPECTION. 6) ELECTRICAL ROUGH IN APPR)VAL IS REQUIRED AT FRAME INSPECTION. 7) ELECTRICAL FINAL APPROVALIS REQUIRED FOR FINAL INSPECTION. 8) LIGHT AND VENTILATION PEF2009 IBC, CHAPTER 12. 9) LOCKS, LATCHES AND LANDII'GS PER 2009 IBC, SECTION 1008. 10) GARFIELD COUNTY FINAL IN9ECTION REQUIRED FOR COMPLETION APPROVAL. • Q 0 >an c o V � Wc zo WX 73 CI. c (7) TIMM O Lt LL .- (I) a 0 = 0 LiJ a L. r a Gelr- cv Ca V cL ENGINEERING ao U PROJECT WPX KP 13-17 foundation plan SCALE as shown DATE DRAWN 08-28-14 LATEST REVISION none SHEET S1 OF :SNOIIV213GISNOD NOIS3a 213H10 (n z 0 0 0 z 0 O 0 a 1 :S2JOI3Vd 33NV121OdV1 :d303 DIINSI3S 1VD NOIS3a DINSI3S NIM DISVB N m m 0 :0V0-1 MONS d0021 :GV0-1 3AI-1 J006 0 :0V01 1V2J31Vl1 O3 (n (n m :aV01 aV3a d002J m _ 0m C (7 7)O m P Z> u) O� -n -I m -4 m O 0 00 Li r -n ZJ C � -I 0 m D m 1-- K 0 zl w 'SNIl21(ld 'S13NVd d002J) JSd 3H1 HEM )1dVOD > -i rp m N o� cDi)c 17 0 m O � cm A 0 OD m .. N O z m 0 r t\)* z 0 --1 S m 0 D 0 0 z 0 m 0 D z 0 :N011V30-1 ONIalIna co cLi z 0 0 m z O z Ln r N. TDjz �I m o O � > E :(7 m m m -1 = 0m 0 -D Z:71 rb W BUILDING LOADS / DESCRIPTION: FACIA BACK PANEL FACIA FRONT PANEL PARTITION PANEL LINER PANEL SOFFIT PANEL WALL PANEL .., A ACCESSORIES /NCL UDED: ♦ B&C 'PBR" DESCRIPTION: F/ELD LOCATED 3o7o/I SF WALKDOOR K/T a 1 :S2JOI3Vd 33NV121OdV1 :d303 DIINSI3S 1VD NOIS3a DINSI3S NIM DISVB N m m 0 :0V0-1 MONS d0021 :GV0-1 3AI-1 J006 0 :0V01 1V2J31Vl1 O3 (n (n m :aV01 aV3a d002J m _ 0m C (7 7)O m P Z> u) O� -n -I m -4 m O 0 00 Li r -n ZJ C � -I 0 m D m 1-- K 0 zl w 'SNIl21(ld 'S13NVd d002J) JSd 3H1 HEM )1dVOD > -i rp m N o� cDi)c 17 0 m O � cm A 0 OD m .. N O z m 0 r t\)* z 0 --1 S m 0 D 0 0 z 0 m 0 D z 0 :N011V30-1 ONIalIna co cLi z 0 0 m z O z Ln r N. TDjz �I m o O � > E :(7 m m m -1 = 0m 0 -D Z:71 rb W BUILDING LOADS / DESCRIPTION: FACIA BACK PANEL FACIA FRONT PANEL PARTITION PANEL LINER PANEL SOFFIT PANEL WALL PANEL ROOF PANEL DESCRIPTION BU/LD/NG PANEL & COLOR SCHEDULE B&C 'PBR" tb R. 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(7n Ow mm =Zz> mr1x .9 _Immo A m< c0Mr): 0Nm =Avo m D Z p m nmo = m 0m20 mx Om zmn rmco c1 Smo Amzz Z0) N O 0 *-4:2110-51 cq0z wm0 A n n)4-loz oz -Am O1A o= D 2 D Z m 0mN ms. N m D Dmzo v oZN-.1 fA*1 rmrl Omr7r A°,1O V'53 nOmz Fl=m m x' • N 0 tip v 0 Om m 0 1✓ m C� /773dO)/O)/ - X M4 S310N 712273N39 •S3/1/7/8/SNOdSJ8 cY3SVH J/7d :e13SVHael(ld D r D 8" EW 1 1/2" N 0 0I I0 0I 2" 4" W 1 1/2"" 10" 0 0 0 0 n 1 1 /2" 0 0 00 d 8" EW CA O 3" o, LJ 03 1 1/2" See Plan EW O D Z Z - --i =DD m —i >00 Z =m =mom 0 A S r WOo (7 ODo BOO v7ZJ r =D � IA [—g0 Z Zcn PERIMETER SHEETING NOTCH DETAIL 3NI1 (1610) MIS D 0 03 c� 0 m 03 m co 00 03 CO 24'-3" OUT -TO -OUT OF CONCRETE PURCHASER.' TRI. PROJECT'WPX - KOKOPELLI /2 LOCATION SILT, CO NOTES.' 1. REFER TO SHEET A2 (& Ai IF READ) FOR REACTIONS & DETAILS 2. DIMENSIONS AT OPENINGS ARE TO FACE OF JAMBS SEE DETAILS I ANCHOR BOLTS TO BE SET TO f 1/8" /N LOCATION & ELEVATION 0 0 C-3 NJ O W • Crl rn CAlerl O coo O De Co UD CO LA CO 00 : OO�PU V L ICF - ., .. ,-, -,- . • v 0\J ,., / v,° s" %: / f i 35951 • -O::c\ 0 H 5'-1 1/2" 10-0" 9'-1 1/2" 24'-3" OUT -TO -OUT OF CONCRETE PURCHASER.' TRI. PROJECT'WPX - KOKOPELLI /2 LOCATION SILT, CO NOTES.' 1. REFER TO SHEET A2 (& Ai IF READ) FOR REACTIONS & DETAILS 2. DIMENSIONS AT OPENINGS ARE TO FACE OF JAMBS SEE DETAILS I ANCHOR BOLTS TO BE SET TO f 1/8" /N LOCATION & ELEVATION 0 0 C-3 NJ O W • Crl rn CAlerl O coo O De Co UD CO LA CO 00 N -73 a.5 ad rrirri— 2 :3M1 - N01103S SS02:10 31^1V2:3 19'-4" 4'-0" 4'-0" 3,-4" 4'-0" 4'-0" 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" 3'-4" 4'-0" 4'-0" 4'-0" 4'-0" 3'-4' 19'-4" Rai co &)C � '0 - 0 . 'D n I I ^xNJ m x z • II r0n X O = co x n rn m ?� N v 0 N N TI 07 X 0 W N O N In J 1 n n rn r 27 O O rn m r C) z C m N Z WG -3 r rn N -ate N A 0 0 W N3 N N Ul (J1 w cn aw N N o 0 W 0 N 0 0 1 0, ,0 C.77 V N CO \ V 0 F 1 (11 0 318V1 1109 31b]d 73 73 I i 0 0 F -- Co co to N rt 0 0o v v 'oocni0 0o 0ovv o0CPL0 0 0_ Cr o CD 7- P P 000 CO 00 Co 00 CO w 03 S x x x A --% -1AHI u1:11/41w ,9L/L 4 -,ll x Y/t x �(0 a �CD -77 0 X 5 (0 �D s L 0 CO 01 n co 0 D -i m PURCHASER.. T. P. PROJECT WPX - KOKOPELLI #2 tocaTioN SILT, CO NOTES. 1. Structural joints with A.ST.M..4325 Bolts shall be assembled and tightened according to the 'Turn of the Nut Method" as descn'bed in the Specification for Structural Joints using .4325 or A490 Bolts. 2. Flange Broce holes in girls at sidewall (f req d) must be field located as req d See detoil sheets for more information. 0 VU .0 0 prfii O E I O C1 0 J cm_ I u r c) 1 c) 1 RF1-1 ? I N SP -11 ? W SP -11) 1 SP-; A I N 24'-0" OUT -TO -OUT OF STEE o O DJ -2 6A 2 N o DJ -2 0, I 4 N^� V 1 I Cn ? I C !1 N O RF1-1 3 _'1 3 3 a 4'-0" 4'-0" 4'-0" 4'-0" 3'-4' 19'-4" Rai co &)C � '0 - 0 . 'D n I I ^xNJ m x z • II r0n X O = co x n rn m ?� N v 0 N N TI 07 X 0 W N O N In J 1 n n rn r 27 O O rn m r C) z C m N Z WG -3 r rn N -ate N A 0 0 W N3 N N Ul (J1 w cn aw N N o 0 W 0 N 0 0 1 0, ,0 C.77 V N CO \ V 0 F 1 (11 0 318V1 1109 31b]d 73 73 I i 0 0 F -- Co co to N rt 0 0o v v 'oocni0 0o 0ovv o0CPL0 0 0_ Cr o CD 7- P P 000 CO 00 Co 00 CO w 03 S x x x A --% -1AHI u1:11/41w ,9L/L 4 -,ll x Y/t x �(0 a �CD -77 0 X 5 (0 �D s L 0 CO 01 n co 0 D -i m PURCHASER.. T. P. PROJECT WPX - KOKOPELLI #2 tocaTioN SILT, CO NOTES. 1. Structural joints with A.ST.M..4325 Bolts shall be assembled and tightened according to the 'Turn of the Nut Method" as descn'bed in the Specification for Structural Joints using .4325 or A490 Bolts. 2. Flange Broce holes in girls at sidewall (f req d) must be field located as req d See detoil sheets for more information. 0 VU .0 0 prfii O en U m I v m N C7 01 W C) D m 03 UZIti 19'-4" 4'-0" 4'-0" 4'-0" 4'-0" 3.-4" 4'-0" 4'-0" 4'-0" 4'-0" 3'-4" 19'-4" PURCHASER. T.P.I. PROJECT..WPX - KOKOPELLI #2 LOCATION SILT, CO NOTES' 1, Structural joints with A.ST.M. AJ25 Bolls shall be assembled '7urn 7 1 RF2-1 17'-10 13/16" SP -1 Clearance +/- 17'-10 13/16" N N SP -2 Clearance +/- RF2-1 SP -1 `I 1 E- 4'-0" 4'-0" 4'-0" 4'-0" 3'-4" 19'-4" PURCHASER. T.P.I. PROJECT..WPX - KOKOPELLI #2 LOCATION SILT, CO NOTES' 1, Structural joints with A.ST.M. AJ25 Bolls shall be assembled '7urn and described A490 Bolts. be field tightened according to the of the Nut Method" as in the Specification for Structural Joints using A225 or 2. Flange Brace holes in girl's at sidewall (if req d) must located as req d See detail sheets for more information. L. -1 o U) o N VI CP -P- OO OO W 0 0 C � o LCc.0 CO - 1 6, I Cr, 0101 X X X CA 0 Ma Ma Ma N \ V A ,b/L Z -,ll x ,,8/f x S n CT --I o_ S N -n 1RVI R1RW1W 0 0 BACK SIDEWALL FRAMING ELEVATION 15 FRAME LINE A L H \ > \ N N o /` / \ce. \ c> / -7L Q / civ — — / \ C) / / / DJ -3 / c, C — \O _ _ I - DJ -3 — — W 44 —0' co ----- 2,w a, Co ao / / DJ -3 m C -- _ DJ -3 OL I 0 0 Z le LR!uiS 1 P.regat& Ag 1331S JO 1f10 -O1 -1f10 0-,H 8 3N11 31A1VN3 © NOIIVA313 11VM3GIS 1NON3 Q \ ? \a, N\ l \ C) / \ \ \ Q / / \ /� D o \ \ / o, — \ ,Q _ _ I - ®o DJ 1 3'-0" 44 —0' © / / / / DJ -1 0 0. — 0, E DJ -1 3' 0" 4 —0"J H 30 1110 -o1 -1f10 „O-; t re r N cj 'D "C1 0 co 0 01 W n ti PURCHASER T.P.I. PROJEcr. WPX - KOKOPELLI #2 LOCATION:SILT, CO NOTES. L. FOR INDIVIDUAL FRAM/NG DU,4/LS REFER TO DETAIL DRAW/NG SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS l FIELD SLOT FLUSH MOUNT CIRTS FOR CABLE BRACING AS ROD 0 00 G5 FLJ NYld ONIVM:d d002:I 0 m n al Doa7• 0 TJ SA -12 12'-2" (15) SA -12 C, 12'-2" (15) o Fri -P C �J o ui C� cQ co PURCHASER.' NOTES' I. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS c) N CD •z Z i= ] O O UU TCil . P. 1. 2. FOR C4BLE BRACING DETAILS REFER TO DETAIL DRAW/NG SHEETS PROJECT: WPX — KOKOPELLI 1 FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS READ N m o oo 4,cn �J • r [-57i-1 D ` D m /2 LOCATION:1!1I SILT, CO A � I CF -1, SA -44 01 c_ 0 CO 0 U1 n LEFT ENDWALL TRIM ELEVATION © FRAME LINE CF -1, SA -44 I N� n L JIl CF- 1 1 20'-0" 1 t_ r 20'-6" WJF-1, CW -1 C) 11-4 c=i> 1 1 -10' I WJF-1, CW -1 11-10" 21'-0" I 20.-6" 20'-0" 1 CF -1 li v 23 O N rm � rn D o r c c/) s� = ? fl I Jol I • 0 P1 o r —1 O z 23 D rn r m QJ 1 19'-4" 1 WJF-1 WJF-1 WJF-1 WJF-1N WJF-IJ L 1 19'-4" 1 WJF-1 3 I j 1 WJF-1= 1 1 L 1 -DS 't -3S 0 c r ❑O -e w RCHASER: \m PRoJEcr. WPX — KOKOPELLI #2 LOCATION SILT, CO NOTES' 1. FOR INDIVIDUAL SHEETING & TRIM DEMILS REFER TO DETAIL SHEETS 2 PANEL START DIMENSION IS CENTER OF FIRST HI -RIS TO STEEL LINE. J /F NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. 0 G7 N CD 2:1 (-", 03 Z cri C) z W Iv r rn S co coo C)o�_1 00 NI co