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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-3-15-3545 EnCana Oil & Gas Injection Pump Bldg. @ M23 Well Pad Sec19, T4S, R95W Parachute, Colorado 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 CONDITIONS OF THE CURRENT LAND USE PERMIT. 4) ENGINEER APPROVAL REPORT REQUIRED FOR CONDITION OF EXISTING FOUNDATION. 5) ELECTRICAL PERMITS & INSPECTIONS THRU THE COLORADO STATE ELECTRICAL BOARD. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 7) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 8) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 9) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. AnnilIMIIMENSIMMINIr THESE PLANS MUST BE KEPT AT BUILDING SITE OR INSPECTION DELAYS MAY OCCUR. CONSTRUCTION SHALL CONFORM TO THESE PLANS. ALL CHANGES SHALL BE APPROVED BY THE BUILDING OFFICIAL. See • ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOAPL • ELECTRICAL ROUGH IN APPROVAL I` REQUIRED AT FRAMING INSPECTION ° ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION A/rif," \ uIre e4t6< 1_1 APPROVED SUBJECT TO I,3OTED EXCEPTIONS & INSPECTIONS IONS COUNT �,R D BUILD! G SPAR] DAT E 3 ,'F Y rW D, COPY NO IN PEC- 10NN'VJIT ``.JT TSI :::yi r`LA'•,... Of V F26/M23 r: a a< IM23 496 Pad F 26 496 Pad Divide Road FRAC FA Exxon Road i • f• ® Copyright 2008 ESRI. All rights reserved. Printed on Wed Feb 15 2012 09:50:19 AM. ENCANA OIL & GAS INC 191727400012 Area: 15,800 acres 3 -mile radium indicated by dark red circle at point closest to affected parcel. Legend - Local Roads ® Well Location Q 191727400012 (Area: 15,900 acres) Q Parcels 0 1.25 2.5 5 Miles PROJECT NO: 011-2060 U .. N.r..x. DATE IWO!II ENCANA INJECTION WELL VICINITY MAP GARFIELD COUNTY, COLORADO :OLSSON ASSOCIATES 826 21-1/2 ROAD GRAND JUNCTION, CO 61505 TEL 970.263.7600 FAX 970.263.7456 FIGURE 2 Encana OIL & GAS (USA) INC. CONSTRUCTION LAYOUT FOR WELL PAD M23 496 SECTION 23, T4S, R96W, 6th P.M f;N;r—_—_ SW1/4SW1/4 PRELIM SCALE: 1" = 60' DATE: 07-30-10 DRAWN BY: D.R.B. Conductor Note: 2' Contour Interval INTA!! ENCI EERTNC & AND URYEY!NG 80 So. 100 Snit • Yarned. [Rah 84078 • (fad) 789-1017 GENERAL NOTES: THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON THESE DRAWINGS. CONSULT B&C STEEL CORP. BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM IS DONE OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDFIION OF OTHER. CONSTRUCTION MATERIALS OR LOADS. B&C STEEL WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS THAT ARE NOT INDICATED. THIS METAL BUILDING IS DESIGNED IN ACCORDANCE WITH STANDARD PRACTICES WHICH ARE BASED UPON PERTINENT PROCEDURE AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES: r. TH£Aut-RICAN INSTITUTE or STEEL_CONS)RiCROet "SPECWFICATION FOR THE DESIGN. FABRICATION & ERECTION OE STRUCTURAI STEEL FOR BUILDINGS . AMERR:AI( IRON & STEEL INSTITUTE "SPECfFICA1TON TOR THE COIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS T ARIERIGW WELDING S /E7Y,• "STRUCTURAL WELDING CODE:" AWS D1,1 . METAL BUILDING MANUFACTURER'S ASSXCIATION• "LOW RISE SYSTEM SUII.OING MANUAL.- MATERIAL ANUAL-MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION DF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) HAVE A MINIMUM YIELD POINT OF 50 KI.S.I. FOR FLANGE & WEB AS REVD. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.L. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A -57D, GRADE 55 WITH A MINIMUM YIELD POINT OF 55 K.S.I. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL HE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85) UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS), PANEL NOTES: FLAT SURFACES MAY DISPLAY SLIGHT WAV/NESS. TH/5 PHENOMENON, KNOWN AS 'O/L CANNING", CAN BE CAUSED BY STEEL MILL PRODUCT/ON TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND /S NOT A LCAUSE FOR REJECT/ON. INSTALLATION OF MATER/AL CONSTITUTES ACCEPTANCE BU/LD/NG LOADS / DESCR/PTION: WIDTH: 8 LENGTH: 30 HEIGHT: 8 /8 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: RIFLE, CO THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY /8C 12 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: 3 COLLATERAL LOAD: 2 ROOF LIVE LOAD: 20 ROOF SNOW LOAD: . 75 BASIC WIND SPEED: 115 SEISMIC DESIGN CAT: 8 SEISMIC COEF: 0.465 IMPORTANCE FACTORS: SNOW: 1.00 SEISMIC: 1.00 OTHER DESIGN CONSIDERATIONS: PSF (ROOF PANELS, PURLINS, ETC.) PSF PSF PSF MPH ,EXP: C WIND: 1.00 PURCHASER RESPONS/B/L/T/ES: APPROVAL OF 8 & C STEEL CORPORATION DRAWINGS INDICATE THAT B & C STEEL CORP. CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE DISCREPANCIES EXIST BETWEEN THE 8 & C STEEL PLANS AND THE PLANS FOR OTHER TRADES THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 RISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY B & C STEEL CORPORATION ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN B & C STEEL CORPORATION UNLESS SPECIFICALLY INDICATED. BY SIGNING THE APPROVAL DRAWINGS WITH EITHER THE "APPROVED" OR "APPROVED AS NOTED" CHECKED IN THE BOX BELOW, IT I5 UNDERSTOOD THAT 13&C STEEL CORPORATION WILL PROCEED WITH THE FABRICATION OF THE BUILDING AND IT 15 FURTHER UNDERSTOOD THAT 'THE PURCHASER ACCEPTS THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS AND THE PURCHASER RESPONSIBILITIES LISTED ABOVE. SIDING & ROOFING PANEL STORAGE INSTRUCTIONS: SIDING & ROOE]NC PANEL BUNDLES EXPOSED TO MOISTURE SHOULD BE ELEVATED ON ONE END FOR DRAINAGE BUNDLES EXPOSED TO MOISTURE FOR EXTENDED PERIODS OF TIME SHOULD BE TARPEO. COMMON ABBREV/A T/ONS & P/ECE MARKS: 1. EW 2. SW 3. SIM. 4. TYP. 5. BS 6. NS 7. FS B. SL 9. CL 10. MF 11. LT 12. WF 13. RF ENDWALL) SIDEWALL) (SIMILAR) TYPICW.) BOTH SI NEARSIDE) ES) FARSIDE) STEEL UNE) CENTERLIN MAIN FRAM) -TO) WIND FRAME) RIGID FRAME) 14. QTY = 15. QNT 16, EL = 17. ELEV IR. F.F. 19. T.0,8. _ 20. RHA. _ 21. GA, 22. EC- = 23. ER- 24. RFT- _ 25. N/A 26. O.C. _ OUANTITY) ELEVATIONN} ELEVATION FINISHED GOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPLICABLE) ON CENTER) 27. G- = 28. P- = 29. E- = 30. J- -- 31. 31. H- 32. DJ- = 33. DH- _ 34. WJ- = 35. WH- = 36. LOC = 37. REQ'D= 3B. EXIST.= 39. CONC.= GIRT PURIM SAVE STRUT) MISC. JAMB) MISC. HEADER) DOOR JAMB) DOOR HEAD R) WINDOW JAMB) WINDOW HEADER) LOCATION) REQUIRED) EXISTING) CONCRETE) BU/LD/NG PANEL & COLOR SCHEDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL 'PBR" Covert Green 26 WALL PANEL 'PBR" Covert Green 26 SOFFIT PANEL n/a 4'-D" x 4'-0" ADJUSTABLE LOUVER (FAINTED TO MATCH WALLS) CORNER TRIM LINER PANEL FRAMED OPENINGS Covert Green PARTITION PANEL `OTHER (SPECIFY) t FACIA FRONT PANEL `FACIA BACK PANEL (NOTE: SOFFIT PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPECIFIED BU/LD/NG TRIM COLOR SCHEDULE DESCRIPTION QTY: COLOR GABLE / RAKE Covert Green FIELD LOCATED 3o7o41 SF WALKDOOR KIT (COLOR TO MATCH WALLS) EAVE TRIM Cavort Green DOOR CLOSER GUTTER TRIM n/o PAN/C DEV/CE DOWNSPOUTS n/a 4'-D" x 4'-0" ADJUSTABLE LOUVER (FAINTED TO MATCH WALLS) CORNER TRIM Covert Green FRAMED OPENINGS Covert Green `OTHER (SPECIFY) t (NOTE: DOWNSPOUT COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) r A CCESSOR/ES /NCL UDED: /0 QTY: DESCRIPTION: 2 FIELD LOCATED 3o7o41 SF WALKDOOR KIT (COLOR TO MATCH WALLS) 2 DOOR CLOSER 2 PAN/C DEV/CE 1 4'-D" x 4'-0" ADJUSTABLE LOUVER (FAINTED TO MATCH WALLS) t ' PURCHASER: T.P./ PROJECT: HUNTER R/DGE ENERGY (/N✓ECT/ON WELL BLDG) JOB NUMBER: 7129 STEEL P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: /0 DESCR/PT/ON DATE NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. [REVIEWED By Richard TSmnith at 4:22 pm, Fah 26, 2015 NOTE.' (7) BU/LD/NG SHOWN - (6) BU/LD/NGS REQU/RED 3 14'-8" 29'-4" 14'-8" 2" I •DETAIL "A" 1 1 1L271_1_27.1 / I I - I I DETAIL "A" DETAIL "A" F• • 14'-8" 14'—$" LJ ANCHOR BOLT SETTING PLAN DETAIL "B" IZp4 etAlli4eereat F0=4 -14A4- 9701 t AfFkcketkt plAvt-5. DETAIL "c" REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 30'-0" FLOOR FRAMING / SKID PLAN l OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. ANCHOR BOLT SUMMARY Diameter Projection Qty Location (in) (in) 0 12 Skid 3/4" 3.00 (EP3-1291 3/8" X 4 X 8" PLT. w/7/8"0 HOLES. CJP* = Complete Joint Penetration DETAIL B CJP* TO BOTTOM FLANGE (P(P.) 0 0 (EP3-129) 3/8" X 4" X 8" PLT. w/7/8"0 HOLES. W8x3 ' SKID DETAIL C •. 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 W O rn kN REVISED TO MATCH ENCANA PL4N: NP -00-W-5300 BY: BT DATE: 10/30/14 CK: BWT JOB #: DATE: 10/30/14 7129 DWG #: Al NOTES FOR REACTIONS 1. All loading conditions ore examined and only maximum/minimum H or V and the corresponding 11 or V are reported. 2. Positive reactions are os shown in the sketch. Foundation foods ore in opposite directions. 3. Bracing reactions ore in the plane of the brace with the H pointing away Pram the braced hay. The vertical reaction is dawnword. 4. Building reactions ore based on the following building dela: Width (ft) -- 8.0 Length (ft) = 30.0 Eave Height (ft) = 8.0/ 8.0 Roof Slope (rise/12 ) = 3.0/ 3.0 Dead Load (psf ) _ 3.0 Collateral Load (psf ) 2.0 Live Load (psf ) = 20.0 Snow Load(sf = 75.0 Wind Speed (mph )) = 115.0 Wind Cade = IBC 12 Exposure = C Closed/Open = C Importance Wind - 1.00 Importance Seismic = 1.00 Seismic Zone r B Seismic Coeff (Fo'Ss) = 0.47 5. Loading conditions are: 1 Dead +Collateral-I-0.75Snow+0.45Wind_Lef t 11-0.75S Gde_Snaw 2 Oeod+Collatera1+0.75Snow+0.45Wind_Right 1+0.75Slide_Snow 3 0.6Decd+0.6Wind_Left 1 4 0.6f?ead+0.6Wind.Rigght1 5 0.6Dead+0.6Wind_Left2 6 D. 6Deod+0.6Wnd_Right2 7 Dead + Collate rol+F1UNB_SLL 8 flood+Collaterol+F1UNB_5LR FRAME I.ANLS: 1 2 3 v v _COLUMN UNE RIGID FRAME: MAXIMUM REACTIONS. Column Reactions (k ) Frm Col Laud Hmoe V toad Hmin V Line Line ID H Vmox ID H Vmin 14 A 2 1.1 4.9 5 -1.2 -1.2 7 0.5 7.1 3 -0.8 -1.6 t 8 6 1.2 -1.2 1 -1.1 4.9 8 -0.5 1.1 4 0.8 -1.6 1* Frome lines: 1 2 3 BUILDING BRACING REACTIONS ± Reactions (k ) PoneLShear -Wall - Col -Wind - -Seismic -- [Ib/1t) Loc Line Line horz Vert Hort Vert Wind 5eis L_EW 1 Rigid Frome At Endwoll F SW 8 1,2 0.5 0.2 0.3 0.1 R_EW 3 Rigid Frome At Endwall E_SW A 2,1 0.5 0.2 0.3 0.1 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 OYEEL 2535 N. 10th ST. ° GERING, NE 69341 (308) 632-6188 NOTES.' I. Anchor Bolts and other embeded items ore not by B&C STEEL. 2 Foundation and other Concrete Design is not by B&C STEEL. 3. Consult o local engineer for Concrete & Foundation Design. PROJECT HUNTER RIDGE ENERGY LOCATION:RIFLE, CO Z C` C` W PROJECT HUNTER RIDGE ENERGY LOCATION:RIFLE, CO Z BY: BT DATE: 10/30/14 CK: BWT DATE: 70/30/14 JOB #: 7129 DWG #: A2 SPLICE PLATE & BOLT TAM E MARK MEMBER LENGTH WEIGHT RFI -1 RFI -2_ Mark Qty Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 SP -3 2 2 2 2 2 2 0 0 0 A325 A325 A325 5/8" 5/8 3/4" 2" 1 3/4" 2" 5" 5" 8" 3/8" 88 3/8 1/2„ 1/4" 8 1/4 8„ 12 W8x31 SKID FRAME FRAME CROSS SECTION — LINE: 1 12 m 5” 1.' a ro 12 1” x 5" x 8" PLT. (4 - LOCATIONS) PLATE IS CENTERED ON TOP OF COLUMN ?,yi I 1-AIl_ ji..2.. .iir -Ia. '1 01•1•1111 LIFTING PO/NT DETAIL 4' 0_ + c c I E T L, W8x31 SKID FRAME (F-1) 6'-8' Clearance + '-0' OUT -TD --''UT DF STEEL FRAME CROSS SECTION — LINE: 2 () LUUSE CLIPS % A4L,LES FRAME LINE 1 & 3 0 ID MARK/PART 3 ZA-7 AL FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION c\N L HIGH STRENGTH BOLTING AND 3"1 12 12 Cr 0 MEMBER SIL >_ 1AULF MARK MEMBER LENGTH WEIGHT RFI -1 RFI -2_ W8x13 WSx13 8.-0- 3'-1 3/4" 131 66 REVIEWED By Richard T Smith at 4:22 pm, Feb 20, 2015 Y Da a ._•01413 n a 1 11 — ZA 10 i T - 10 zn— N n_ RF1_7E a In G-3 of W U ! �I e 1Z arn 3 SA -12 n n [` of n a �s 1! — W8x31 SKID FRAME (F-1) 8'-8" Cleoranee 4 - 8'-i" OUT -TO -OUT OF STEEL FRAME CROSS SECTION — LINE: 3 3" 12 0 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 1 a y '', -E,.... 1 --.0-.1g G ., W O o 0E o t1f a," w 15 -.0 a15 % 11 N LOCATION..RIFLE, CO [` W co Z QQ PROJECT. HUNTER RIDGE ENERGY LOCATION..RIFLE, CO BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB 7129 DWG #: El 4" w 0 4 in 30'-0" OUT -TO -OUT OF STEEL 14'-8" 14•-8" 8,-Q" (Erector to Locale) I RF1-1C I RF1-1A (6) PC'S. OF CH -100 (8" CHANNEL x 12') TO BE FIELD CUT & FIELD LOCATED FOR SUPPORT OF EQUIPMENT AS REVD. FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B I RF1-1B y JV -u uul-1U_ VVI VI'JILLL CJ 14'-8" 1 R' -S" Fi G-1 © (Erector to Locate) 1 113:1_ \ \ (Field Locate asfReq'd. for Solar Panels \ I IG -1. / CD ®- I I C-1� m• -_,I I — 41 � \ i:?.-- ----- ---. SA -1P T \ � K7 BA -200 3o7o (Field Locate) I BA -200 WH -2 ,.1 F-1 I RF1-1C I RF1-1A (6) PC'S. OF CH -100 (8" CHANNEL x 12') TO BE FIELD CUT & FIELD LOCATED FOR SUPPORT OF EQUIPMENT AS REVD. FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B I RF1-1B y JV -u uul-1U_ VVI VI'JILLL CJ 14'-8" 1 R' -S" 6'-0" (Erector to Locate) E-2 6 -1 ® ®- I I M2 ❑ -_,I I — 41 6-2 WI -1-2 I K7 1 .„-•K] \ I \ 1� BA -200 WH -2 T \ - FC -1 \ C.,%_„-- \ \cB 3070 (Field Locate) 1 iv [ice \/ C2 \ Q3 " SA -12 T J F-1 I RF I -1C 9' -8° 4'-0" E I RF1-1A BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A I RF1-18 4 4" LUUSL. CLIP'S / MULLS FRAME LINE B & A C]ID MARK PART 1 JC -L. 2 JC -R 4 CH -24 (Field Adapt) 5 GC -1S [REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 - J 0 O grE 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES. I. FOR INDMOUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING' SHEETS. 3. F7ELD SLOT FLUSH MOUNT GINFOR CABLE BRACING AS REO D. < C BY: DATE: BT 10/30/14 CK: DATE: BWT 10/30/14 JOB #: 7129 DWG #: E2 30'- 0' OUT-TO-OIJT OF STEEL OU EEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 0 N 1C-8" E-1 14'-8" E-2 RF1-2B Q 0 0 m 0 o v CO o L., W ki V 0 Cn (' a co ti m O o N r ~ - _ __L C RF1-2A RF1-2C - GB -2 r ` --r P-1(1yp) ce,2 P-1(TyO) RF1-2C 1 P -10W) f RF1-2A P-1(Ty p) RF1-2B 0-2 — — fJJlC lc_ Ce_2 .il ROOF FRAMING PLAN E-1 BA -200 0 0 RC -1 ROOF SHEETING PANELS: 26 Ga. 'PBR" COLOR: Covert Green z 0 o 0 LJ k c. j ,CPS Z Q 0 0 m 0 o v CO o L., W ki V 0 Cn (' a co ti m O o N C REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 BY: BT CK: BWT JOB #: DATE: 10/30/14 DATE: 10/30/14 7129 DWG #: E3 EF -1 0 11S— FRONT SIDEWALL SHEETING ELEVATION @ FRAME LINE B PANELS: 26 Go. "PBR` — COLOR: Covert Green Goghs Ge & es / L•�"r.�a���s ,«rZoeC, Sec"/06g" EF -1 BF -1 fie'zoZ L 0 Z Z rW W W h h ti O'. Qg ti� c"o Z a O O ki H (;;s1 Ctks N144 O y ) cz W N W Q y „ o Vz Z <Ni ..-i e- a< HS -1 HS Z.:, N Cr 0 lo 3 3 HS -1 BF -1 1 BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. "PBR" — COLOR: Covert Green 12 4 MA -3R BF -1 3"h 12 RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Ga. "PBR" — COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 OF -1 12 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Ga. "PBR" — COLOR: Covert Green 071E1E11. 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 u, O l'-, 2 — ti _: Z Z rW W W h h ti O'. Qg ti� c"o Z a O O ki H (;;s1 Ctks N144 O y ) cz W N W Q y „ o Vz Z <Ni ..-i e- a< BY: BT DATE: 10/30/14 CK: DATE: BWT 10/30/14 JOB #: 7129 DWG # E4 IEiG. 9 - SCREWS PEP MA #12 x 1 1/4" S.D.S. (Typ.) EAVE STRUT PURLIN }jt =',1).a[-. LS i /[�[, D 16" 1 I 16' 1615' t Y T t -}* ���jT. � 41q --."II T q I I i, 5, i i � � � � � � EAVE STRUF T T - - r FASTENER SPACING FOR ROOF PANEL TO WE #12 x 1 I/4" Si 1/2" 8 1 1/4" ^ V E i n �`V'\ ILIA _,STRUT. FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. M25 BOLTS #12 x 1-1/4" S.D.S. r EXTERIOR (PANEL to RED IRON) 6 - SCREWS PER PANEL - T _ _ _ _ 2535 N. 10th ST. • GERING, NE 69341 (308) 632-6188 = r"„ r PANELS 1a x /a" s.D.S. L' $ $ $ $ $ _ :-,f } I - r r LINER PANELS PANEL to PANEL) . T FASTENER SPACING FOR WALL PANELTO EAVE STRUT, #12 x 1 1/4" 1 PURLINBABRIDGING ANGLE w - 14 x 7/0" S.D.S. PANEL 1a PANEL) FASTENER $PACING FOR ROOF PANEL TO PEAK (pr HIGHSIDE) PURLIN. CRT BRIDGING ANGLE «..� - - - -' 1.- r T FASTENER SPACING FOR THE END DE SOFFIT PANELS. (8A-200) ,� r -• H #14 x 7/ti" SDS 3 - SCREWS PER PANEL #12x 1 1/4"SO 7.EE ANGLE: 2A -l0 ATTACH TO RAFTER SHOP WEI. .....\\ — rI L� T$$ I I GIRT -- NOTE.• w/ 15 -TEF[ SCREWTO 510E C — O r'\1 AT 24' O.C. 0,c - 1`1.`� NOTES: 1. FOR /NDMDUAL FRAMING OE7A/LS REFER TO DETAIL DR4N 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAM J RELD SLOT ROSH MOUNT G/R15 FDR CABLE BRACING (ROOF ONLY)! GROOVE !"� BRIDGING (SAG) ANGLE AT .........TAPEMASTICCAPILLARYI C) ❑ r '..� r /-11 FA i ER SP FrR Ia;, 74:1 : iI .. IS TO ATTACH 0. .� C3 . S ! - �',ENDWALLS 0' - iv -/-1-am"- FASTEHFR SPAGBAG FOR ALL INTERMENATE GIRTS TO GIRT AS SHOWN AND ATTACH TO THE NEAREST ■ ` • PANEL SIDELAP DETAIL AT PANEI PURLIN S FASTENER SPACING FDR ALL LOCATIONS LINER/PARTITION S FASTENER SPACING FOR ALL IMERMEOLATE SOFFIT PiHiL1N5. ABOVE. / . . •/ • S. PANEL to PANEL (STITCH SCREWS) PANEL to RED -IRON FASTENER SPACING PURLIN / GIRT BRIDGING (8A-200) DETAIL Al0 PURLIN TO END RAFTER �1 rQ� DOOR CHANNEL: CH -24. NOTCHED LEGS ATTACH TO OUTSIDE OF GIRT AND THE a�es� ••....■.N�, >,� /ONA� CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w/#10 x 1" PANCAKE HEAD SCREWS. 1/2" x 1 1/4" A325 BOLTS V't.\ %� -- - SIDEWALL GIRT 1 1/2" X 1 1/4" A325 BOLTS I/2' x 1 I/4" A525 BOLTS - ._ SELF -FRAMING WALKDOOR KIT I I CORNER COLUMN -- FRAME RAFTER FRAME COLUMN REVIEWED By Richard T Smith at 4:42 pm, Feb 26, 2015 #10 x 1" PANCAKE EAVE STRUT HEAD SCREW 1 Q+ ❑ FLAT SIDE OF GIRT CH -24 CLIP - -^r❑ _ FIELD CUT GIRT ��' Y - - - - -Tp 0�---- p� T F 1 1 1 1 �-: I 0� 1 r ©�' — SELF -FRAMING 111111111 - - -' WALKDOOR KIT #10 x 1" PANCAKE #5-TEK SCREWS PURCHASER T.P.I. PROJECT.'HUNTER RIDGE ENERGY J LOCATION:RIFLE, CO DOOR HEAD SCREW CL/P DETAIL GIRT TO 000R FRAME ENDWALL GIRT ZEE ANGLE: ZA-7 (ATTACH ONE NEAR BASE OF COLUMN ALSO) PURLINS GIRTS MAKE SURE DOOR FRAME IS PLUMB AND SQUARE BEFORE ATTACHING ALL SCREWS ON CH -24 CLIP. AC1 SELF -FRAMING WALKDOOR DETAIL D13 GIRTS TO CORNER COLUMN G4 , PURLINS TO RAFTER i 1H6 ) GIRT TO MAIN FRAME COLUMN EAVE STRUT (TYP.) EAVE STRUT 1/2" X 1 1/4" 1/2" X 1 1/4' JAMB A325 BOLTS (TYP.) A325 BOLTS 1/2" X 1 1/4' COLUMN A325 BOLTS JAMB _ - - __ rp II C - -^ II _-...._..- p COLUMN 11 II ^T 011 I Lb 11 I ( 1 II 11 1 1 Q �'� Q 11 11 - — 11 — — IIri I I I 11 111 �-L I 1 11 11 11 L. _ q 11 11 11 SHOP WELDED CLIP TO SIDE OF COLUMN 11 11 11 SHOP WELDED CUP TO 510E OF COLUMN FG 1 MAIN FRAME COLUMN MAIN FRAME COLUMN • GIRT (GIRT) 1/2' x 1 1/4" BY: BT DATE: 10/30/14 ELEVATION ELEVATION 8325 BOLTS SECTION ELEVATION CK: BWT DATE: 10/30/14 JOB #` Ern EAVE STRUT TO RIGID FRAME 3 EAVE STRUT TO RIGID FRAME J2(-,<-3-]7129 (3J GIRT TO JAMB gm COLUMN TO JAMB DWG #: D1 • EAVE STRUT SECTION 1/2" X 1 1/4' A325 BOL15 JC -1L (SHOWN) -- JC-1R (OPP. HAND) JAMB JAMB TO EAVE STRUT WALL PANEL 12 X 1 1 4n S 3 -PER FT.) INSIDE CLOSURE — ELEVATION TAPE MASTIC 05-TEK SCREWS - ANGLE: SA -12 BASE TRIM: BF -1 7 SKID FRAME: F-1 BASE OF PANEL AT SKID SECTION HEADER 1/2" X 1 1/4" A325 BOLTS JAMB HEADER TO JAMB SLOPE 1:12 2 9/16" 2:12 3 3/16" 3:12 3 3/4" 4:12 4 5/16" 5:12 5" 6:12 5 5/8" TRIM: EF -1 2" ". ELEVATION 112 X 1 1/4- SD (2 -PER FT.) 114 x 7/8" SDS (12" 0.C.) OUTSIDE CLOSURE WALL SHEET INSIDE CLOSURE 012 X 1 1/4" SDS (3 -PER FT.) ROOF SHEET TAPE MASTIC EAVE STRUT TR -1 ) STANDARD EAVE DETAIL TRIM. RC 1 ROOF SHEET 4' ± t' 014 X 7SDS 12" O.C.).) TAPE MASTIC f12 X 1 1/4" SDS 2 -PER FT.) OUTSIDE CLOSURE TR -23 RIDGE DETAIL PEAK PURLIN ENDWALL SHEET 12146" 0..) 7" SDS /8 TRIM: CF -2 TR -26 142 7/8" SDS 12" 0.C.) SIDEWALL SHEET STD. OUTSIDE CORNER DETAIL CABLE CABLE GRIP WRAPPED AROUND CABLE CABLE START CABLE AT ORANGE LINE ON CABLE GRIP Q1 COLUMN OR RAFTER WEB SLOT IN WEB TO INSERT BRACE EYE BRACE EYE DIAGONAL CABLE, BRACE EYE END EAVE TRIM (or GUTTER) DIMEN5DN "A" EXTEND GABLE FLASHING PAST EAVE FLASHING THEN CUT GABLE FLASHING BACK TO EAVE FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL DIMENSION "B" NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO SAVE FLASHING NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. (TR -14) ROOF PANEL GABLE TRIM CP -1 CORNER PIECE (CP -1) BEHIND GABLE & EAVE TRIM. CP -1 CORNER PIECE DETAIL START CABLE AT ---- ORANGE LINE ON CABLE GRIP CABLE - COLUMN OR RAFTER WEB HILLSIDE WASHER CABLE GRIP WRAPPED AROUND CABLE EYEBOLT SLOT IN WEB TO INSERT EYEBOLT Q2 DIAGONAL CABLE, EYEBOLT END TRIM. GF -4 ANGLE: SA -12 ZA-10, SEE DETAIL: A10 REVIEWED By Richosd T Smith a14:22 pm, Feb 26, 2016 14 X 7/8" SDS 12" O.C.) TAPE MASTIC ROOF SHEET 21-2PER 2 1 P71.) ' 4' SDS 11-4 PER X 7(8".) 50S` N_41,,)&7(113.") OUTSIDE CLOSURE WALL SHEET TR -18 STANDARD GABLE DETAIL WALL SHEET 112 X 1 1/4" or POP-RNET TRIM: WJF 2 FIELD TRIM SHEET © OPENING AS REQUIRED TR -311 JAMB TRIM DETAIL OPENING TR -33 HEADER TRIM DETAIL WALL SHEET 12 X 114 SDS 3 -PER FT.) INSIDE CLOSURE TRIM: HS -1 0 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES- I. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING 9S 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. 1 FIELD SLOT FLUSH MOUNT CRS FOR CABLE BRACING AS REOV. C❑ HUNTER RIDGE ENERGY BY: BT DATE: 10/30/14 CK: BHT DATE: 10/30/14 Joe #: 7129 DWG #: D2 TRIM: HS -1 (USE HS -2 AT SILLS THAT ARE ABOVE C-0") INSIDE CLOSURE WALL SHEET TR -34 1 WINDOW SILL TRIM DETAIL TRIM: RC -1 (RIDGE CAP) ---- ROOF PANEL EXTEND TOP PART OF RIDGE CAP 1-1/2" PAST PEAK BOX & BEND DOWN 90 DEG. TO SEAL OFF OPENING BETWEEN RIDGE CAP & PEAK BOX. FASTEN WITH SCREWS OR POP RIVETS. GABLE FLASHING (GF -4) FIELD CUT BOTTOM LEG OF RIDGE CAP AT APEX ( TR -35 PEAK BOX (MA -4R) PEAK BOX (APEX) DETAIL REVIEWED By Richard T Smith at 4:22 pm, Fab 26, 2015 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: D3 and Time Saved: USE APPROPRIATELY RATED LIFTING DEVICES TO PIR[ 6DO3LBS. FOUNDATION , BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW sCAL :3/4'1'3' M SECTION SCALE: 34"=1'd' SEE NOTE COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN B' LIFTS (TYP.) 1.4 TO MATCH HORIL TAB BARS SEE NOTE 8 COMPACT NATNE SOIL (SEE NOTE 2) CONCRETE CONSTRUCTION NOTES !SPECIFICATION 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTSOFACWOI SPECIFIC/MOM FORSTRUCTURAL, CONCRETE FOR BUILDINGS LATEST EDITION. AND ACI314.10 BUILDING CODE REQUIREMENTS FOR RP7AFORCED CONCRETE. CONCRETE STRENGTH TEST SW- BEKNOW ED INACC0RDANCE WITH THE REQUIREMENTS OF ACI310 CHAPTER 5, 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY & CLASS AlT 20 DAYS CEMENT TYPE `WIG RATIO AIR CONTENT MAX SLUMP F FREEZING THAWING C CORROSION PROTECTION 5 SULFATE EXPOSURE p PERMEABILITY F2 C1 61 PO 4500 psi 1111 0.45 45%TO 7.50 4' TO 6' 3. AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO °SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 4, WATER USED N MIXING CONCRETE SHALL CONFORM TO ASTM C1602. 5. REINFORCING BARS SHALL BE DEFORMED, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A615 INCLUDING SUPPLEMENTARY REQUIREMENTS SI, GRADE 60. 0. EXPOSED CORNERS SHALL BE CHAMFERED 314° UNLESS NOTED. 7. TOLERANCES FOR ANCHOR ROD LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD PRACTICE. REFERENCE DRAWINGS DWG. NO. 1.10- 1 a 0rx 2014-00-22 ISSUED FOR CONSTRUCTION PROJECT DESCRIPTION PROJ- AFE EPCM Cn SE 14'A 3aa (REF) (AAIDINGFRAME EPCM No. - ROI ELLHEAD FON _ 1 _ 1 14%6' N30 WELLHEAD BUILDING FOUNDATION PLAN SCALE: 3/8,1,17 % 4eI/e �� e Geo -Aide P4' ex 137LiI7 Iia/, h HAS-ETHREADED ROD ASSEMBLY WITH NUT 6 WASHER (SEE ANCHOR NOTE 1) • T• ROUGH COM Lam) a DRILL BR DIA 7!6'0 b — HILTI ANCHOR ROD HIT -RE 500 -SD EPDXYADNESNE 5/STEM EPDXY ANCHOR ROD DETAIL SCALE:NONE ANCHOR ROD NOTES: 1. NUTS SHALL BE ASTM 4363, GRADE C, WASHERS SHALL BE ASTM F-4313. 2. ANCHOR RODS SHALL BE SET WITH A TEMPLATE. CLEAN OIL ANO RUST FROM ALL ANCHOR RODS PRIOR TO PLACING APPS, 1 3014-07-21 REVISED BUILDING ANCHORAGE SE CAUTION : R. AD BEFORE . nAVATIOIy ALL EXCAVATIONS MUST BE CARRIED OUT AS PER - "ENCANA'S GROUND DISTURBANCE PRACTICE" _ :SS Ili m z W 1Y JE STAGE "IC., BY CHIil7. APPD. Prelim. (0) 2014-03-05 THE EA -I JMI( .y 010 (—) • Cowls (0) 2014-05-23 THE FAH JNK A3 -b?!( -1_, SUMO FRAME OUTLINE (REF.) 11 (2) -Y4'0 x 10' LONG HILTI 600-0 RODS HOT DIP GALV PER ASTM A153. FIELD LOCATE (MIN ANCHOR SPACBHI • 4} IEEE EPDXY ANCHOR ROD DETAIL & ANCHOR PATIERHDETAIL] NP. 0 PLACES I 54 LIFTING LUGS (TYP.) FOUNDATIONS 8 BUILDING FRAME WO (E( BUILDING FRAME OUTLINE (REF) CJP TO BOTTOM FLANGE — PL1)'x4k0'3' WI (2)-718"0 HOLES ANCHOR ROD PATTERN DETAIL SCALE:NONE NOTES: t REFERENCE BAC STEEL PROJECT NO. 101004 FOR BUILDING DRAWINGS, DESIGN CRITERIA AND LOADING. 2. PRESUMPTIVE SOIL ALLOWABLE LOAD-BEARING VALUES FROM IBC 2012 TABLE 1800 2 AREAS FOLLOWS: a. SOILS AT BUILDING LOCATION ARE ASSUMED TO BE CLASS 4 MATERIAL: SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL (SP, SM, SC, GM AND GC) b. VERTICAL BEARING PRESSURE = 2000 PSF o. LATERAL BEARING PRESSURE 150 PSFIFT d. LATERAL SLIDING RESISTANCE COEFFICIENT . 0,25 3. FOUNDATION SYSTEM IS DESIGNED TO BE MOBILE AND IS ABOVE THE FROST LINE. CLIENT ACCEPTS ANY BUILDING MOVEMENT FROM FROST ACTION 4 mai E(0100 '• 0SE AT OR NEAR T 0.C. TO PREVENT DEBRIS BLOWN INSIDE BULLING, 6 NAR0A00F 410001URE0 ••.. -I E •'-T '. - • L BSTMENFRONOWY,RFACTOREUNE 52 N4CRd(0NALLOE IN51AiE0 W MMH MhI5 OF EXIGTPA0 wO.I.NEAD FLE000BATIGN: PERMIT STAMP ENGINEER'S STAMP PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) encana-_ na#ura! gas I.c'.1 N30 WELLHEAD BUILDING MI GARFIELD, CO VA WATER INJECTION ° 26—T4S—R96W uuT NTS (0 Size) Ir. 13005-02 E°' SAMUEL ENGINEERING, INC. STRUCTURAL CONCRETE BUILDING FOUNDATIONS - N30 WELLHEAD AND CONSTRUCTION NOTES AMA NORTH PICEANCE R nu r.0. NP—N30—W-5300