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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-3-15-3544 EnCana Oil & Gas Pump Bldg. # 2 @ C19 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. • ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD • ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION! APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDS \JG D PAR DATE r, /f BY 4, 4 FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page — Of L!7 M O CO coo UZI 0 eo C C c c W ENCANA OIL & GAS INC 191727400012 Area: 15,800 acres 3 -mile radium indicated by dark red ci cle at point closest to affected parcel. Legend ® Well Location - Local Roads 9191727400012 (Area: 15,800 acres) Parcels • 0 1.25 2.5 Miles w 5 N PROJECT NO. 012 -one DRAWN 9Y: DATE. 25/12 ENCANA C19 INJECTION WELL VICINITY MAP GARFIELD COUNTY, COLORADO OLSSON ASSOCPATES 826 21-1/2 ROAD GRAND JUNCTION, CO 81505 TEL 970.263.7800 FAX 970.263.7456 FIGURE V- 1 Rig i I. 4/4 Ili 71 II, r\-- ,_..„...;-, . iihis -, 5 --) fq \ Is ,! , .., •.i --,..:7, W W • - ' ' i ' ' • --' i • . --.1 ,--. J , ,., t2 :. _ : A ‘; '-'. 1 .1 ! 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( (:•, if r 01 .,y•,.., • 1,,e4„ -A, _, :tf).. t, -S ---i; fii;;;-/,:•!: ,..._ „. ,i;') i ir ;?' . -...,-- i , r....-+ .. •,.. ,c., ,. s.'•., , , ' •: `i,_.t-Jr-k- • - .,,,,yril, / i V/ ,171 .,../A1,/,, .,1 / rpi :(1 ./4.) ,..I ...A\ .,,:kr_-!.../ rtN,:j f/y.‘./ r."'',19;,y (••••;', '',..:•_..4..:,. 11,,if g-1; • 1,{ H, ) :' '"•N• (0-,\-' L. <'" zr " -' in ,i1 ,,, . \I r , ? / c, ( i 1 -\ 1-.' \) • , 1 1 /n/ It 1 )11/ ',.....y ,I\,\Y i .) iji iii.\.... v.., , ..),,. 2if,,/ ,•. 4' 1,k) )l /.-r•/)1,,,' it1a1rli " -V / ' 10 .1 /;s ,.•••; t• 1:721 Jag • LI ALM LEGEND: PROPOSED LOCATION Uintah Engineering & Land Surveying 85 South 200 East -Vernal, Utali 84078 (435) 789-1017 FAX (435) 789-1813 Encana OIL & GAS (USA) INC. WELL PAD C19 495 SECTION 19, T4S, R95W, 6th P.M. NE 1/4 NW 1/4 SHEET 8 of 11 ACCESS ROAD MAP 07 MONTH 15 DAY 11 YEAR SCALE: 1:100,0001 DRAWN BY: J.L.G. 'REVISED: 00-00-00 A TOPO SCALE: 1" = 80' DATE: 07-15-11 DRAWN BY: D.R.B. SNIP LEGEND: SCE - STABILIZED CONS7RUC770N ENTRANCE ST - SEDIMENT TRAP NOTE: Flare Pit is to be located o min. of 100' from the Well Head. SURFACE USE OF LOCA170N /5 GRAZING, IEGETA710N CONS/S7S MAINLY OF SAGEBRUSH, OAK BRUSH & NA TILE GRASSES. Encana OIL & GAS (USA) INC. ADDENDUM TO LEGAL PLAT FOR WELL PAD C19 495 SECTION 19, T4S, R95W, 6th P.M. NE1/4 NW 1/4\ 11 .\ Existing 2 -Track -CC �\ Construct \\ Bor Ditch \ _-Proposed Pipeline 1 10' II 11 II II II II II Install 18" Culvert 5' Access Rood 240'1 I F7are Sfack & Rsre Ditch ❑Cement Pit / / \ — ah N—�0 i C "1 Cp OQ as l S81'00'54'E 3—Phase Meter Houses Production Equipment Area (125'x75') 1� \ I I 230' SCE 160 150' co 0 RipRap 0 0 m OEM Berm Berm II I4r II *Cut Slope Diversion I .$ �I p <II` a V u_/ 115' i ` o o $ 55' n 20' Spocin 11 Injection Pump Buildings Berm Pod 2 Well 0 Detention Pond • — Berm Cut Slope - ---i Diversion 1 Detention Pond • Berm 10' 1 Existing 2 -Track \\ II SCALE Sheet le of 11� Detention Pond UINTAH ENGINEERING & LAND SURVEYING 85 So. 200 Seat • Vernal, Utah 84078 • (435) 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 ADORION 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: 1. THE AMERICAN INSTITUTE OF STEEL CONS7RUCI7ON: "SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". Z. AMERfCAI' IRON & STEEL INSTITUTE. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS .T AMERICAN WELDING SOC/E7Y. "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BUILDING MANUFACTURERS ASSOCIATION: "LOW RISE SYSTEM BUILDING MANUAL." MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF 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 REQ'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.I.. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570, 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 BE 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. THIS PHENOMENON, KNOWN AS "OIL CANN/NG'; CAN BE CAUSED BY STEEL MILL PRODUCT/ON TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND /S NOT A CAUSE FOR REJECT/OA! INSTALLATION OF MATER/AL CONSTITUTES ACCEPTANCE BU/LD/NG LOADS / DESCR/PT/ON: 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 : /BC 12 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: 3 PSF (ROOF PANELS, PURLINS, ETC.) COLLATERAL LOAD: 2 PSF ROOF LIVE LOAD: 20 PSF ROOF SNOW LOAD: . 75 PSF BASIC WIND SPEED: 115 MPH,EXP: C SEISMIC DESIGN CAT: B SEISMIC COEF: 0.465 IMPORTANCE FACTORS: SNOW: 1.00 SEISMIC: 1.00 WIND: 1.00 OTHER DESIGN CONSIDERATIONS: PURCHASER RESPONS/B/L/T/ES: APPROVAL OF B & 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 B & C STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY 6 & 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 IS UNDERSTOOD THAT B&C STEEL CORPORATION WILL PROCEED WITH THE FABRICATION OF THE BUILDING AND IT IS 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 & ROOF7NG PANEL BUNDLES EXPOSED TO MOISTURE SHOULD BE ELEVATED ON ONE END FOR DRAINAGE BUNDLES EXPOSED TO MOISTURE FOR EXTENDED PERIODS OF TIME SHOULD BE TARPED. COMMON ASBREV/A T/ONS & P/ECE MARKS: 1. EW 2. SW 3. SIM. 4. TYP. 5. BS 6. NS 7. FS 8. SL 9. CL 10. MF 11. LT 12. WF 13. RF ENDWALL) SIDEWALL) = SIMILAR) TYPICAL) • BOTH SIDES) NEARSIDE) FARSIDE) STEEL LINE) • CENTERLINE) • MAIN FRAME) LEAN-TO) = WIND FRAME) RIGID FRAME) 14. QTY = 15. ONT = 16. EL = 17. ELEV = 18. F.F. = 19. T.O.B. = 20. DIA. = 21. GA. = 22. EC- = 23. ER- = 24. RF1- = 25. N/A = 26. O.C. = QUANTITY) QUANTITY) ELEVATION ELEVATION FINISHED FLOOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPLICABLE) ON CENTER) 27. G- = 28. P- = 29. E- = 30. J- = 31. H- _ 32. DJ- = 33. DH- _ 34. WJ- = 35. WH- = 36. LOC = 37. REO'D= 38. EXIST.= 39. CONC.= GIRT) PURLIN) EAVE STRUT) MISC. JAMB) MISC. HEADER) DOOR JAMB) DOOR HEADER) WINDOW JAMB) WINDOW HEADER) LOCATION) REQUIRED) EXISTING) CONCRETE) - BU/LD/NG PANEL & COLOR SCHEDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL 'PSR" Covert Green 26 WALL PANEL "PBR" Covert Green 26 SOFFIT PANEL n/o CORNER TRIM LINER PANEL FRAMED OPENINGS Covert Green PARTITION PANEL `OTHER (SPECIFY) FACIA FRONT PANEL `FACIA BACK PANEL (NOTE: SOFF/T PANEL COLOR WILL BE WALL PANEL COLOR /F NOT SPECIFIED) I BU/LD/NG TRIM COLOR SCHEDULE DESCRIPTION DESCRIPTION: COLOR GABLE / RAKE Covert Green DOOR CLOSER EAVE TRIM Covert Green 1 GUTTER TRIM n/o DOWNSPOUTS n/o CORNER TRIM Covert Green FRAMED OPENINGS Covert Green `OTHER (SPECIFY) (NOTE: DOWNSPOUT COLOR W/LL BE WALL PANEL COLOR /F NOT SPECIFIED) ACCESSOR/ES /NCL UDED"" QTY: DESCRIPTION: 2 FIELD LOCATED 3o7oM SF WALKDOOR K/T (COLOR TO MATCH WALLS) 2 DOOR CLOSER 2 PAN/C DEV/CE 1 4'-0" x 4'-O" ADJUSTABLE LOUVER (PAINTED TO MATCH WALLS) PURCHASER: TP.1 PROJECT: HUNTER R/DGE ENERGY (/NJECT/ON WELL SLOG) JOB NUMBER: 7129 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: /.D. DESCR/PT/ON DATE 0 NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 (NOTE: (1) SU/LD/NG SHOWN - (6) SU/LD/NGS REOU/RED 3 29'-4" 14'-8" 14'-8" 2 /// 2" N L_ 2" DETAIL "A" DETAIL "A" I I _J 2" 7 14'-8" I I DETAIL "A" DETAIL "A" I I " " t ANCHOR BOLT SLIIING PLAN DETAIL "B" DETAIL "A" DETAIL "A" 2" _—J I 1 I t 2 2" fe ✓ 4 Ce9,/i4.eerre"( . ,PS c.t /7/. us . REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 30'-0" FLOOR FRAMING / SKID PLAN 8" 0 OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. AB Dia= 3/4" ANCHOR BOLT SUMMARY Diameter Projection Qty Location (in) (in) 0 12 Skid 3/4" 3.00 (EP3-129) 3/8" X 4" X 8" PLT. w/7/8"0 HOLES. CJP* = Complete Joint Penetration DETAIL B CJP* TO BOTTOM FLANGE (TYP.) W8x3 SKID 4 / / O (EP3-129) 3/8" X 4" X 8" PLT. w/7/8"0 HOLES. DETAIL C E, 0 s 0 E]ear- ectrIEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. REFER TO ENCANA DRAWING.' NP -N30 -W-5300 FOR FOUNDATION. 2. REFET TO SHEET A2 FOR BUILDING REACTIONS. 3. ANCHOR BOLTS TO BE SET TO f 1/16" IN LOCATION & ELEVATION. a N REV/SED 10 MATCH ENCANA PLAN: NP-NJO-W-5300 as BY: BT DATE: 10/30/14 CK: 0 BWT DATE: 10/30/14 JOB #. 7129 DWG #: Al NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: 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 Lood (psf ) = 75.0 Wind Speed (mph ) = 115.0 Wind Code = IBC 12 Exposure = C Closed/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = B Seismic Coeff (Fo*Ss) = 0.47 5. Loading conditions ore: 1 Dead +Collateral+0.75Snow+0.45Wind_Left1+0.75Slide_Snow 2 Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Slide_Snow 3 0.6Dead+0.6Wind_Left1 4 0.6Dead+0.6Wind_Rightl 5 0.6Dead+0.6Wind_Left2 6 0.6Dead+0.6Wind_Right2 7 Dead+Collateral+F1 UNB_SL_L 8 Dead+Collaterol+F1UNB_SL_R FRAME LINES: 1 2 3 0 COLUMN LINE iv V RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Lood Hmax V Lood Hmin V Line Line ID H Vmax ID H Vmin 1* A 2 1.1 4.9 5 -1.2 -1.2 7 0.5 7.1 3 -0.8 -1.6 1. 8 6 1.2 -1.2 1 -1.1 4.9 8 -0.5 7.1 4 0.8 -1.6 1' Frame lines: 1 2 3 BUILDING BRACING REACTIONS ± Reactions (k ) Panel_Shear -Wall - Col -Wind - -Seismic - (Ib/ft) Loc Line Line Horz Vert Horz Vert Wind Seis L_EW 1 Rigid Frame At Endwall F_SW B 1,2 0.5 0.2 0.3 0.1 R_EW 3 Rigid Frome At Endwall B_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 Botts and other embeded items ore not by B&C STEEZ. 2. Foundation and other Concrete Design is not by B&C STEEL. J Consult a /ocol engineer for Concrete & Foundation Design. PROJECT.HUNTER RIDGE ENERGY 0 -1--.-.0 0 0 v as PURCHASER. T.P.I. P I PROJECT.HUNTER RIDGE ENERGY 0 -1--.-.0 0 0 v BY: BT DATE: /0/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: A2 SPLICE PLATE & BOLT TABLE Mark Qty Top Hot Int Type Dia Length Width Thick Length SP -1 SP -2 SP -3 2 2 0 A325 5/8" 2" 2 2 0 A325 5/8" 1 3/4" 2 2 0 A325 3/4" 2" 5" 3/8" 8 1/4" 5" 3/8" 8 1/4" 8" 1/2" 8" 1" x 5" x 8" PLT. (4 - LOCATIONS) PLATE IS CENTERED ON TOP OF COLUMN LUUSt CLIPS J ANULES FRAME LINE 1 & 3 ❑ ID MARK/PART 3 ZA-7 ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIA(. INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION Llf-LING POINT DETAIL SEE LIFTING POINT DETAIL THIS DWG. W8x31 SKID FRAME (F-1) 6'-8" Clearance +/-° 8'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION - LINE: 1 a _ N RE1 2A N RFl-2� 1,77)7771 tn%lr7n W8x31 SKID FRAME (F-1) 0) 6'-8" Clearance + 8'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION - LINE: 2 12 12 - MEMBER SLZE IAULL MARK MEMBER LENGTH WEIGHT RF1-1 RF1-2 W8x13 W8x13 8'-0" 3'-4 3/4" 131 66 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 3"b 12 i W8x31 SKID FRAME (F-1) 6'-8" Clearance +/- 8'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION - LINE: 3 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. Structure/ joints with A.S.Thl AJ25 Bolls shall be assembled and tightened according to the 7um of the Nut Method" as described in the Specification for Structural Joints using AJ25 or A490 Bolts. 2. Flange Brace holes in gits at sidewoll (if req d) must be field located os regd. See detail sheets for more information. PROJEcr. HUNTER RIDGE ENERGY O v O V O v << PURCHASER. TPI. PROJEcr. HUNTER RIDGE ENERGY O v O V O v BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: El 1 0 4" 0 30'-0" OUT—TO—OUT OF STEEL 14'-8" 14'-8" E-1 —1 (Erector to Locote) 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 REO'D. FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B 30'-0" OUT—TO—OUT OF STEEL I RF1-1B 14'-8" 14'-8" 6'-0" (Erector to Locote) 4" __m G-2 a U 3070 I (Field Locate) 4A-200 —@ WH -2 0 WH -2 0 N �o Al2 K7 1 IG -1/ -FG-1 SA -12 9 F-1 el 9'-8" 4'-0" I RF1-1A 1'-0. BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A RF1-1B 4" LULU UEll's / ANGLL FRAME LINE B & A ❑ ID MARK/PART 1 2 4 5 JC—L JC—R CH -24 (Field Adapt) GC -1S REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 0 CD WIT EEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS 3 FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REO D. sp 1 G-1 D < 1 I G-1 J ® \ (Field Locate as Req'd. for Solar Panels) \ I \\ I // \ \ IG -1/ / a, es / / \ \ / \ /--- 02 - r / SA -12 Ta \ \ 8A-200 3o7o l (Field Locate) 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 REO'D. FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B 30'-0" OUT—TO—OUT OF STEEL I RF1-1B 14'-8" 14'-8" 6'-0" (Erector to Locote) 4" __m G-2 a U 3070 I (Field Locate) 4A-200 —@ WH -2 0 WH -2 0 N �o Al2 K7 1 IG -1/ -FG-1 SA -12 9 F-1 el 9'-8" 4'-0" I RF1-1A 1'-0. BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A RF1-1B 4" LULU UEll's / ANGLL FRAME LINE B & A ❑ ID MARK/PART 1 2 4 5 JC—L JC—R CH -24 (Field Adapt) GC -1S REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 0 CD WIT EEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS 3 FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REO D. < < BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: E2 1 0 lea 0 N 30'-0" OUT -TO -OUT OF STEEL 0 O 14'-8" 14'-8" E-1 RF1-2B PROJEcr. HUNTER RIDGE ENERGY LOCATION. RIFLE, CO 1 << — _ 1 E RF1-2A - - RF1-2C Cg_2 — _ — J P 1 �TYP) C@,Z P i ITYP) RF1-2C P-1 (TYP) ` _ — RF1-2A P-1 (TYP) RF1-2B r CS -2 — — J 1 —I� I ' — l Cg,? G4 i ROOF FRAMING PLAN E-1 BA -200 0 A RC -1 ROOF SHEETING PANELS: 26 Ga. °PBR" COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 L4s2ar 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR INDIVIDUAL fRAMINC DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. 3. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REOD. PROJEcr. HUNTER RIDGE ENERGY LOCATION. RIFLE, CO << W co Z PROJEcr. HUNTER RIDGE ENERGY LOCATION. RIFLE, CO BY: BT DATE: 70/30/14 CK: BWT DATE: 70/30/14 JOB #' 7129 DWG #: E3 i EF -1 0 O I << HS -1 N N' I BF -1 BF -1 FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE B 26 — COLOR: Covert Green Goc- 2, Get 4/4,e5 e1G.t-1--Aa/i1/ S / / 7 I G,pLr/if ed /f wr fie/ ,Ger ze34•:1 P LC�2rc/ loo8 EF -1 2 v9 '°, c4'/ei' 0 v << HS -1 HS -1 N N O 4 m 3 3 HS -1 BF -1 BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Go. "PBR" — COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 3" 12 N U MA -3R P_1 1 BF -1 3" N 12 RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Go. "PBR" — COLOR: Covert Green 3" 12 CP MA -3R GF -4 � CF -4 Cp i BF -1 3"� 12 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Ga. "PR" — COLOR: Covert Green 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR INDIVIDUAL SHEETING & TRIM DETAILS REFER TO DETAIL SHEETS 2 PANEL START DIMENSION IS CENTER OF FIRST HI-RIB TO STEEL LINE lF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS << BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB # 7129 DWG #: E4 2 lo 16", _16 16" 16" 16" 16" 16" . 16" 16' 16" ETC i T it T t T t t EXTERIOR PANELS LINER PANELS 14 x 7/8" S.D.S. PANEL to PANEL) 12 x 1-1/4" S.D.S. PANEL to RED IRON) 14 x 7/8" S.D.S. PANEL to PANEL) #14 x 7/8" SDS TAPE MASTIC $ CAPILLARY (ROOF ONLY)! l GROOVE J ' � PANEL SIDELAP DETAIL PANEL to PANEL (STITCH SCREWS) DOOR CHANNEL: CH -24. NOTCHED LEGS ATTACH TO OUTSIDE OF GIRT AND THE CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w/#10 x 1" PANCAKE HEAD SCREWS. EAVE STRUT FIAT SIDE OF CH -24 CLIP SELF—FRAMING WALKDOOR KIT #10 x 1" PANCAKE HEAD SCREW DOOR CLIP DETAIL AC1 SELF—FRAMING WALKDOOR KIT #10 x 1" PANCAKE HEAD SCREW GIRT FIELD CUT GIRT GIRT TO DOOR FRAME MAKE SURE DOOR FRAME IS PLUMB AND SQUARE BEFORE ATTACHING ALL SCREWS ON CH -24 CLIP. SELF -FRAMING WALKDOOR DETAIL 9 - SCREWS PER PANEL � -#12 x 1 1/4" S.D.S. (Typ.) FASTENER SPACING FOR ROOF PANEL TO SAVE STRUT. FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. 6 - SCREWS PER PANEL T FASTENER SPACING FOR WALL PANEL TO EAVE STRUT. t FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIDE) PURUN. FASTENER SPACING FOR THE END OF SOFFIT PANELS. 3 - SCREWS PER PANEL L� T T FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. T FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. FASTENER SPACING FOR ALL LOCATIONS AT LINER/PARTITION PANELS. FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. PANEL to RED -IRON FASTENER SPACING SIDEWALL GIRT I5—TEK SCREWS ZEE ANGLE: ZA-7 (ATTACH ONE NEAR BASE OF COLUMN ALSO) D13 1/2" x 1 1/4" A325 BOLTS CORNER COLUMN GIRTS TO CORNER COLUMN \— ENOWALL GIRT EAVE STRUT PURLIN 12 x 1 1/4" SD #12 x 1 1/4" SD #12 x 1 1/4" SD GIRT PURLIN BRIDGING ANGLE (BA -200) GIRT BRIDGING ANGLE (BA -200) NOTE BRIDGING (SAG) ANGLE AT ENDWALLS IS TO ATTACH TO GIRT AS SHOWN AND ATTACH TO THE NEAREST PURUN ABOVE. PURLIN / GIRT BRIDGING (BA -200) DETAIL 1/2" X 1 1/4" A325 BOLTS FRAME RAFTER G4 PURLINS PURLINS TO RAFTER SAVE STRUT 1/2" X 1 1/4" A325 BOLTS ZEE ANGLE: ZA-10 ATTACH TO RAFTER w/ /5—TEK SCREW AT 24" 0.C. A10 PURLIN TO END RAFTER SHOP WEL TO SIDE C 2535 N. 10th ST. • GERING, NE 69341 (308) 632-6188 1/2" X 1 1/4" A325 BOLTS 'REVIEWED FRAME COLUMN By Richard T Smith at 4:22 pm, Feb 26, 2015] H6 GIRTS GIRT TO MAIN FRAME COLUMN r - I 0 I II I II I 11 11 II I Ji ELEVATION SAVE STRUT (TYP.) 1/2" X 1 1/4" A325 BOLTS (TYP.) EAVE STRUT TO RIGID FRAME SHOP WELDED CLIP TO SIDE OF COLUMN MAIN FRAME COLUMN EAVE STRUT 1/2" X 1 1/4" A325 BOLTS ELEVATION SHOP WELDED CLIP TO SIDE OF COLUMN MAIN FRAME COLUMN EAVE STRUT TO RIGID FRAME JAMB 1/2" X 1 1/4" A.325 BOLTS GIRT TO JAMB GIRT SECTION COLUMN JAMB COLUMN FG 1 (GIRT) 1/2" X 1 1/4" A325 BOLTS COLUMN TO JAMB ELEVATION '0,038 SV 9N1,91188 378* 1103 S181,9 mon HS/7711075 07311 f S133HS 9NIMVWI0 7/6230 01 81138 571V130 0N191,88 37810 803 7 5/33115 9NIMVY0 7/V130 01 83138 57/V130 9NI11,61/3 7V/10/l/ONI 1/01 '1 .'sjION <a BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #. 7129 DWG #: D1 EAVE STRUT COLUMN OR RAFTER WEB START CABLE AT ORANGE LINE ON CABLE GRIP c [-- 1/2" X 1 1/4" --r- [� el A325 BOLTS HEADER 1I CABLE j1 CABLE COLUMN OR r SLOT IN WEB jTOBR INSERT11 BRACE EYE/ERWE8 11 I _ ; i 1 HILLSIDE WASHER 2535 N. 10th ST. _ _ �, ; WR�AFF DRIP •-���— GERING, NE 69341 I o O 1 AROUND CABLE �7 •• �� I I BRACE EYE V� I CABLE GRIP `\\�\ (308) 632-6188 ii �_ 1 1 — WRAPPED 4,41.4„- AROUND CABLE LICFy �I�' 11 i o�p,DO 4/LS REFER TO DETAIL DRAW/NC SHE . 5 REFER TO DETAIL DR4W/NG SHEETS. ;IRIS FOR CABLE BRACING AS REQ D. JC-1L (SHOWN) _� i I EYEBOLT '•••ASF. JC-1R (OPP. HAND) 1/2" X 1 1/4" A325" BOLTS .�- 11 Off•••• D T. 1 I NUT V • • ° P 6'1,7. '1 1 CABLE SLOT IN WEB 1 w/FLAT WASHER�: ./ TOINSERT START CABLE AT _ 4 • % JAMB SECTION ELEVATION JAMB SECTION ELEVATION ORANGE UNE ON CABLE GRIP 1 •• • • • •• •• • • ••• 4<i 8/0NALENS JAMB TO EAVE STRUT ® HEADER TO JAMB 01 DIAGONAL CABLE, BRACE EYE END Q2 DIAGONAL CABLE, EYEBOLT END SLOPE ROOF PANEL REVIEWED a o 1:12 2 9/16" ," rl Richard T Smith at 4:22 pm, Feb 26, 2015 $ 2 2:12 3 3/16" `8y X 7/8" SDS g2 V H WALL PANEL 3:12 3 3/4" INSIDE CLOSURE I 1 - / (1211 (12" O.C.) ce m TAPE MASTIC 4:12 4 5/16" I X12 X 1 1/4" SDS 1 TRIM. GF-4 S o " 12 X 1 1 4 SD 5:12 5" + (3-PER FT) , TAPE MASTIC m a \ H t3-PER FT.f 15-TEK SCREWS 6:12 5 5/8" 2" ' 90 904111 ROOF SHEET 2 V INSIDE CLOSURE ROOF SHEET EAVE TRIM ■ � _ ANGLE: SA-12 O 0 W k- ANGLE: SA-12 TAPE MASTIC (or GUTTER) GABLE TRIM ZA-10. SEE "� ti "'i ►:,rr - I "B--1 I-'- CP-1 DETAIL: A10 . �- DIMENSION "A" CORNER PIECE (CP-1)_ X 1 1/4" SDS TRIM: EF-1 BEHIND GABLE & EAVE %12 2-PER Ff. to a a EXTEND GABLE FLASHING PAST EAVE FLASHING TRIM. y X12 X 1 1/4" SD 1111 THEN CUT GABLE FLASHING BACK TO EAVE BASE TRIM: BF-1.._inFLASHING (2-PER FT.) 114 x 7/8" SDS PUSHING LEAVING TOP PORTION OF GABLE TO COVER ROOF PANEL "8" iY14 X 7/8" SDS (2-PER FT.) SKID FRAME: F-1 (12" 0.C.) DIMENSION OUTSIDE CLOSURE INTER RIDGE ENERGY OUTSIDE CLOSURE EAVE STRUT NOTCH BOTTOM LEC ONLY OF GABLE FLASHING BACK (APPROX. 1") TO ENE FLASHING WALL SHEET WALL SHEET NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. BASE OF PANEL AT SKID TR-1 STANDARD EAVE DETAIL TR-14 CP-1 CORNER PIECE DETAIL TR-18 STANDARD GABLE DETAIL 1 5. ENDWALL SHEET I (C r3 TRIM. RC 1 ROOF SHEETIIS- 4 1 112' 0.0 )8" SDS 11 14X 7/8" SDS 1 0..) 1 1 �J ' (12" WALL SHEET ' . TAPE MASTIC 1 1111.0400111.01 1 TRIM: CF-2 - 114X 7/8" SDS (12" O.C.) L I OPENING I I --1 i I I I t312-PERX1 FT14" SOS .� INSIDE CLOSURE V W - - - - — - -- _ _ SIDEWALLSHEET WALL SHEET -I4 Ja V p -- _ - - - 112 X 1 1/4" SD OPENING v- or POP-RIVET 112 X 1 1/4" SOS PEAK PURLIN TRIM: HS-1 (2-PER FT.) TRIM: WJF-2 BY: BT DATE: 10/30/14 OUTSIDE CLOSURE FIELD TRIM SHEET 0 OPENING AS REQUIRED CK: BWT DATE: 10/30/14 [ R-23 RIDGE DETAIL TR-26 STD. OUTSIDE CORNER DETAIL TR-31 JAMB TRIM DETAIL TR-33 HEADER TRIM DETAIL JOB # 7129 DWG #: D2 • WINDOW SILL 12 X 1 1 4 SO (2 -PER FT.) TRIM: HS -1 (USE HS -2 AT SILLS . THAT ARE ABOVE 6'-0") INSIDE CLOSURE WALL SHEET TR -34j 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 80X. 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, Feb 26, 2015 IE=D]ar VirEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: I. FOR /NDMDUAL FRAMING DETA/LS REFER TO DETAIL DRAiRNC SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRUM' SHEETS J FIELD SLOT RUSH MOUNT GIRTS FOR CABLE BRACING AS R£00. PROJEcr. HUNTER RIDGE ENERGY LocarioN RIFLE, CO as W Q v J PROJEcr. HUNTER RIDGE ENERGY LocarioN RIFLE, CO BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB # 7129 DWG #: D3 CJ 2014-07-21, Date and Time Saved: J USE APPROPRIATELY RATED UFT1NG f DEVICES TO PICK 4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE:3/4'40 2'j EPDXY ANCHORS ASS MID -DEPTH SEE NOTE 4 - COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN 8' LIFTS (TYP.) TO MATCH HORIZ. 066 BARS 2 �- COMPACT NATIVE SOL (SEE NOTE 2) 0 SECTION SCALE: 314'=1'-0' SEE NOTE 3 4 CONCRETE CONSTRUCTION NOTES / SPECIFICATION 1, ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OFAC1301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION, AND ACI -318-11 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . CONCRETE STRENGTH TEST SHWA. BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI -318 CHAPTER 5. 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY 8 CLASS 1,c AT 26 DAYS CEMENT TYPE W/C RATIO WR CONTENT MAX SLUMP F FREEZING THAWING CS CORROSION PROTECTION SULFATE EXPOSURE p pERMFABILRY F2 C1 S1 P0 4500 psi 1111 0,45 4'5%T° 7.51 4'TO6' 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. 6. 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. 4' (REF) 14'-8" 30L0' (REF) BUILDING FRAME 14'-8 •• 1 N30 WELLHEAD BUILDING FOUNDATION PLAN SCALE:3/8,1 ' 4-//e, V'/ / ex; 5'AJ 4--eeied.t %07/1, Fi - EMB. WITH NUT WASHER (SEE ANCHOR NO T.O. ROUGH CONC (TOC( DRILL BIT DIA. 7/8'0 HILTI ANCHOR ROD HIT -RE 500 -SD EPDXY ADHESIVE SYSTEM EPDXY ANCHOR ROD DETAIL SCALE:NONE ANCHOR ROO NOTES: 1, NUTS SHALL BE ASTM A-563, GRADE C, WASHERS SHALL BE ASTM 0-436. 2. ANCHOR RODS SHALL BE SET WITH A TEMPLATE. CLEAN OL AND RUST FROM AOL ANCHOR RODS PRIOR TO PLACING (2) -Y4'0 x 10' LONG HLTI HA5-E RODS HOT DIP GALV. PER ASTM A153, FIELD LOCATE (MIN. ANCHOR SPACING =4") (SEE EPDXY ANCHOR ROD DETAL 8 ANCHOR PATTERN DETAIL) TYP.6 PLACES BULDING FRAME OUTUNE (REF.) 1'-7112 1'-71/2' 3' 3' (TYR) 0. REFERENCE DRAWINGS DWG. N0. NO. DATE PROJECT DESCRIPTION PROJ. *FE EPCM Co. EPCM No. *PPD. ISSUE STAGE DATE BY CHID. APPD. PERMIT STAMP 2014-05-23 ISSUED FOR CONSTRUCTION SE 2014-07-21 REVISED BUILDING ANCHORAGE SE CAUTION : READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" REV.NUMBER Prelim. (A) 2014-03-05 Bid (-) Constr. (0) 2014-05-23 THE THE EAH JI.8 EAH JMK ENGINEER'S STAMP NOTES: 1. REFERENCE BBC STEEL PROJECT N0.680B-A FOR BUILDING DRAWINGS, DESIGN CRITERIA AND LOADING. 2. PRESUMPTIVE SOL ALLOWABLE LOAD.8EARING VALUES FROM IBC 2012 TABLE 1806.2 AREAS FOLLOWS: a. SOILS AT BULONG 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 =2100 PSF c. LATERAL BEARING PRESSURE=150 PSF/FT d. LATERAL SLIDING RESISTANCE COEFFICIENT = 0.25 3. FOUNDATION SYSTEM IS DESIGNED TO BE MOBLE AND I5 ABOVE THE FROST LINE. CLIENT ACCEPTS ANY BUILDING MOVEMENT FROM FROST ACTION. 4. FINAL GRADE SHOULD BE AT OR NEAR T.O.C. TO PREVENT DEBRIS BLOWN INSIDE BU0DING. 5. IN AREAS OF FRACTURED CONCRETE EDGE • T n L BE TAKEN FROM CRACK/FRACTURE LINE AND ANCHOR SHALL BE INSTALLED IN MAIN MASS OF EXISTING WELLHEAD FOUNDATION. A encana. �atural ga� F"`u" N30 WELLHEAD BUILDING iso GARFIELD, CO • WATER INJECTION so. 26—T4S—R96W NTS (0 Size) Ir 13005-02 E°' SAMUEL ENGINEERING , INC. TITLE STRUCTURAL CONCRETE — N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) 1 AREA NORTH PICEANCE CLASS R FILE NO. NP -N30 -W-5300 0 ,J c in 0 I1 c 3 E 0 ELLHEAD BUILDING \NP 3