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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-3-15-3543 EnCana Oil & Gas Injection Pump Bldg. @ F26 Well Pad Sect 26, 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 FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION. 6) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 7) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 8) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. r erorioz ' ELECTRICAL PERMITTING & INSPECTIONS ARE 1 BY THE COLORADO STATE ELECTRICAL BOARD • ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION ELECTRICAL FINAL APPROVAL IS REQUIRED AT COIFINAL INSPECTION APPR SUBJECT TO NOTED EXCEPTIONS Si INSPECTIONS GAR H ELD COLI N'T'YDATO 6\7� 13U1L DI C FOLD COPY N INPI" T IOM WITH -10U k4L ENCANA OIL & GAS INC ■ 191727400012 Area: 15,800 acres t •. 3 -mile radium indicated by dark red circle at point closest to affected parcel. Legend - Local Roads II Well Location ©191727400012 (Area: 15,800 acres) I= Parcels 1 0 1.25 2.5 Miles 5 PROAcr No on 2080 DRAWN BY bona MuM1MacM1 DATE nlll� ENCANA INJECTION WELL VICINITY MAP GARFIELD COUNTY, COLORADO 1 CY\ OLSSON ASSOCIATES 826 21-1/2 ROAD GRAND JUNCTION, CO 81506 TEL 970 263.7800 FAX 970 263 7456 FIGURE 2 F26/M23 !r M23 496 Pad F 26 496 Pad Exxon Road 4 5 1 -- :ft *4.16" I etas st ` i cuff.:• • Co Copyright 2008 ESRI. All rights reserved. Printed on Wed Feb 15 2012 09:50:19 AM. _ _ ( 4.,::-- • 4."- - - - -:::::•‘6,„ _ Z/ +--z--...- - .f_i - - 41_ - , _ 1 ... ,./ -_-,-c-„,____- - - _ - ,n. .. ------ ;," :-F5C: _, -at.- il-,__;; z = a zk---_. _ i -,_-----KI =17 =-; = - - -\ 0., 14 ......:1::......._:- - - - -------- ./ -_ - it 1 JP I/ .tit It fm i 1111;1' it •-•:, 01 1,1 Ill g7 t di ill i . :47,144 I I 1 I,, 11 121 JU ir - r7i ijJ VI if,/ 40/ it, 1,1 fj, 1 Hi q f i ml, 1 i' 0;110' ill 1,1 ,7 1,1 ii I • L 1 I ‘. . ( o V..?)... • ,' , .,-,-- 2- -.1 .ur. =-.:7-_C.M..1-.k -:= -., _-S: - .— -% _ ..--..1. -- -i.-%l .---- - -'1- 47 t. - - - - i 4k N14.- ....1. • — --= 1a:If.71.i— :: T_F. L.M•7,41'.. i ,... / / / / — ). — 7, , / , —— 7 / // 4 * , .- -- — — 1:21 4 • r ...----- .------ t.. I ----- . — 1:105a0 ROM NX/101C 11••••= 01V.C.Tp• M5 5. f.144 Wm.' vamp 'car SS !al cr. II in CAUTION • READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" 1 / / /1 / / // / / / encana. Wit PAD 121 601 — rat_ PAD SACTICIN U. ILIM- lin M.1 1/Jr21.-6- Ir- DAVL. Ub:SlCN. PLOT PLAN OPTION 3 M23 — F26 INJECTION FACILITY am, 1•971.... 1.1.• 4,0 NW, WAS .00 ow, NORTH PLC EANC E TP -F26 -A-3100-3 Drawings Musl Comply with Encona Drafting Standards (ECA—ODM—S-01) 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 ADDITION 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: Ir, 41L.071 7 r• 1�'. 6■tT' • 77 : "$PEC1EICATTON FOR INE OENN. FABRICATION & ERECTION OF STI3UCJURM. STEEL F0' BUILDINGS 7. AMER/CAI IRON dt STEEL INSTITUTE SPECIFICATION FOR THE DESIGN OF COLO -FORMED STEEL STRUCTURAL MEMBERS j RAIER1 W !Y ,r/ '. qE - 7 TR 4 WE1,,OING CODE:" AWS 01.1 4 METAL BUlj/ . ..._.. : ► /' 0,1L " s , R M 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 MAK D/SPLAY SL/GHT WAV/NESS TH/S PHENOMENON, KNOWN AS 'D/L CANN/NG'; CAN BE CAUSED BY STEEL M/LL PRODUCT/ON TOLERANCES, FABR/CAT/ON TOLERANCES AND/OR FRAM/NG M/SAL/GNMENT, AND /5 NOT A CAUSE FOR REJECT/ON. /NSTALLAT/ON OF MATER/AL CONST/TUT£S ACCEPTANCE BU/LD/NG LOADS / DESCR/PTION: WIDTH:. 8 LENGTH: 30 HEIGHT: 8 /8 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: R/FLE, 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: IMPORTANCE FACTORS: SNOW: 1.00 0.465 SEISMIC: 1.00 WIND: 1.00 OTHER DESIGN CONSIDERATIONS: PURCHASER RESPONS/B/L/T/ES: APPROVAL OF B & C STEEL CORPORATION DRAWINGS INDICATE THAT 8 & C STEEL CORP. CORRECTLY INTERPRETED AND APPLIED THE REOUIREMENTS 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 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 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: SID/NG & ROOFING 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 ABBREV/A T/ONS & P/ECE MARKS." 1, EW 2. SW 3. SIM. 4, TYP. 5. OS 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 UNE CENTERLIN • MAIN FRAM ) • LEAN -70) = WIND FRAME) = RIGID FRAME) 14. QTY = 15. ONT = 16. EL = 17. ELEV 1B. F.F. 19. T.O.B. 20. DIA. =- 21. 21. GA. _ 22. EC - 23. ER- _ 24. RF1- 25. N/A 26. O.C. _ QUANTITY)'QUANTITY) ELEVATION) ELEVATION FINISHED DOR) FOP 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) PURt1N)j EAVE STRUT) MISC. JAMB MISC. HEAD R) 000R JAMB DOOR HEADER) WINDOW JAMB) WINDOW HEADER) LOCATION) REQUIRED) EXISTING CONCRETE) r BU/LD/NG PANEL & COLOR SCHEDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL 'PBR" Covert Green 26 WALL PANEL "PEN" Covert Green 26 SOFFIT PANEL n/a 4'-O" x 4'-O" ADJUSTABLE LOUVER (PA/NTED TO MATCH WALLS) CORNER TRIM LINER PANEL FRAMED OPENINGS Cover/ Green PARTITION PANEL `OTHER (SPECIFY) ! FACIA FRONT PANEL FACIA BACK PANEL (NOTE: SOFF/T PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) r BU/LDING TRIM COLOR SCHEDULE DESCRIPTION QTY: COLOR GABLE / RAKE Covert Green HELD LOCATED 3o7oAl SF WALKDOOR K/T (COLOR TO MATCH WALLS) EAVE TRIM Cover/ Green DOOR CLOSER GUTTER TRIM n/o PANIC DEV/CE DOWNSPOUTS n/a 4'-O" x 4'-O" ADJUSTABLE LOUVER (PA/NTED TO MATCH WALLS) CORNER TRIM Covert Green FRAMED OPENINGS Cover/ Green `OTHER (SPECIFY) ! (NOTE: DOWNSPOUT COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) r ACCESSORIES /NCL UDED: QTY: DESCRIPTION: 2 HELD LOCATED 3o7oAl SF WALKDOOR K/T (COLOR TO MATCH WALLS) 2 DOOR CLOSER 2 PANIC DEV/CE 1 4'-O" x 4'-O" ADJUSTABLE LOUVER (PA/NTED TO MATCH WALLS) J PURCHASER: T.R/. PROJECT: HUNTER R/DGE ENERGY INJECT/ON WELL BLOC) JOB NUMBER: 7/29 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/DNS: La DESCR/PT/ON DATE 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, 2075 NOTE: (1) BU/LD/NG SHOWN - (6) BU/LD/NGS REQU/RED L_ 2" 29'-4" 14'-8- 14'_8" - DETAIL "A" 4- DETAIL "A" _J 2" 14'-8" I I F• •- I— I L '-DETAIL "A" DETAIL "A" . • .f 212" 14'- DETAIL "A" DETAIL "A" J ANCHOR BOLT SETTING PLAN DETAIL "B" 1,4 g-e.v efri f✓teerea( --kopt. 4-14A-cl420d Pefre- pl,745 . - - `DETAIL 't" REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 u — F-1 (W8x31) FLOOR FRAMING / SKID PLAN 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 CJP* TO BOTTOM IF FLANGE (nP.) O co DETAIL B W8x31 SKID (EP3-129) 3/8" X 4" X 8" PLT. w/7/8"0 HOLES. 0 0 W8 3 F -'"- SKID DETAIL C 0111 O4EIEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 W Q V j a i LOCATION R/FLE, CO NOTES' 7. REFER TO £NG4NA DRAWING.' NP-NJO-141--5J00 FOR Fa 2 REFET TO SHEET A2 FOR BUILDING REACTIONS J ANCHOR 8OL75 TO BE SET TO f 1/16' IN LOCA710N REVISED TO MATCH ENCANA PLAN.. NP-NJ0-W-5J00 C W Q V j PROJECT:HUNTER RIDGE ENERGY LOCATION R/FLE, CO BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7 129 DWG #: Al NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding 11 or V pre reported. 2. Positive reactions are as shown in the sketch. Foundation Toads ore in apposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced hay. The vertical reaction is downward. 4. Building reactions ore bosed on the following building Milo: Width (ft) - 8.0 Length (1!) = 30.0 Eave Height (ft) = 8.0/ 8.0 Roof Slope [rise/12 ) = 3.0/3.0 Dead Lood pst ) _ 3.0 Collateral Load (pst ) = 2.0 Live Load (psi ) = 20.0 Snow Lood (psf ) 75.0 Wind Speed (mph ) = 115.0 Wind Coda 18C 12 Exposure = 0 Clased/Open = C Importance Wind = 1.00 Importance Seismic = 1.00 Seismic Zone = 6 Seismic Coeff (Fa 'Ss) = 0.47 5. Loading conditions are: 1 Qeod+Collateral+0.755now+0.45Wind_Lef t 1 +0.75SIide_Snow 2 Dead+Cetlateruk-0.75Snaw+0.45Wnd_Right T+0.75Siide_Snow 3 0.6Deod+0.6Wind_Left1 4 0.6Dead+0.6Wind_Righl1 5 0.60eod+0.6Wind_Lett 2 6 0.Woad +0.6Wind_Righf2 7 Dead +Collate ra14 Fl U N8_SL_L 8 Deod+Collateral+F' UNB_SL_R FRAME LINES: 1 2 3 (:). COLUMN UNE H H V V RIGID FRAME: MAXIMUM REACTIONS Column Reactions is ) Frm Col Lood Hmox V toad Hmin V Line Line i0 H Vmox ID H Vrnin 1* A 2 1.1 4.9 5 =1.2 -1.2 7 0.5 7.1 3 -0.8 -1.6 1' B 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 BUJLDING BRACING REACTIONS ± Reactions (k Panel_Shear -Wall Col -Wind ---- -Seismic - I6/0. Loc Line Line Herz Vert Hon Vert Wind Seis L.EW 1 Rigid Frame Al Endwall F_SW B 1,2 0.5 0.2 0.3 0.1 R_EW 3 Rigid Frame At EndwoII B_SW A 2,1 0.5 0.2 0.3 0.1 REVIEWED By Richard T Smith at 4:22 pm, Feb 20, 2015 gig O4EEL 2535 N. 10th ST. • GERING, NE 69341 (308) 632-6188 BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: DWG #: 7129 A2 1=) SPLICE PLATE & BOLT -TABLE Qty Mark Top Bot Int Type Dia 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" Width Thick Length 5" 3/8" 5" 3/8" 8" 1/2" 8 1/4" 8 1/4" 8" 12 (A) W8x31 SKID FRAME (F-1) 6'-8" Clearance +/-' B' -O" OUT -TO --OUT OF STEEL FRAME CROSS SECTION - LINE: 1 3" 12 Cr) 1" x 5" x 8" PLT. (4 - LOCATIONS) PLATE IS CENTERED ON fOP OF COLUMN LIFTING POINT DETAIL /13" 12 41 ?I '0 4 W8x31 SKID FRAME (F-1) FRAME CROSS SECTION - LINE: 2 LOOSL CLIPS / MULES FRAME LINE 1 & 3 p ID 3 MARK/PART ZA-7 ALL HIGH STRENGTH BOLTING ANE, FIELD WELDING REQUIRES SPEC'A, INSPECTOR. PROVIDE APPF iV/ t REPORT AT FRAMING INSPF('7„-,p° Q3” 12 12 w MEMEILK SIZE IAULL MARK RF1-1 RF1-2 MEMBER WBx13 W8x13 LENGTH 8'--D• 3'-4 3/4" WEIGHT 131 66 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 O I m u) G-3 rx SA -12 r W8x31 SKID FRAME FRAME CROSS SECTION - LINE: 3 12 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 •ucyloetaaN amour ICY shays I.10PP aas 'P• ba, so AVM play aq ISIIUI OA, J+I pow's p sp,0 w sam aaoig a6Uoy Z 'sllag MN ro s2{v 6wsR woe pali+ls 1o/ uwlaajisad5• �A ut Pa sal SO Pe!la1Y 1% a+l! !o a/44 aril 0/ 6u1pivasa pa'. / - puc palq�uasso aq goys 51!49 SZi'te !Y1'Sr WA slum! AOPILIS '1 •SILON < < BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB # _ 7129 DWG # El 4 v 4" 30'-0" OUT -TO -OUT OF STEEL 14'-8" 14'-8" (Erector to Locate) 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 REQ'D. FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B 30'-0" OUT -TO -OUT OF STEEL 14'-8" 14'-8.. (Erector to Locate E-2 C � IReq'd, a< I I I G-1 off 1 - I \ (field Locate as for Solar Panels) - I --- I _-� \- 1 �- -Nfi I a--1.-- I iKJ a, .. i — — - _ \ - - SA -12 - - �' 1 —t_ _� — Ic-1� BA -200 1 3070 (Field locate) e1 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 REQ'D. FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B 30'-0" OUT -TO -OUT OF STEEL 14'-8" 14'-8.. (Erector to Locate E-2 C I RF1-1C 9' -8' 1 4' B„ L I RF1-1A BACK SIDEWALL FRAMING ELEVATION @ FRAME LINE A I RFI -1B 4` 4 LUUSt CLIPS / ANGLES FRAME LINE 8 & A a 10 MARK/PART 1 2 4- 5 5 JC -L JC -R CH -24 (Field Adapt) GC -1S [REVIEWED By Richard T Smith at 4:22 pm, Feb 16, 2015 euERL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 d a< I M2 off 1 - I 0-7 I iKJ WH -2 I K7 I �' 1 —t_ _� — Ic-1� BA -200 I---- WH-2 , \ — FG -1 - G0� \�6 3070 (Field Locate) I 4 F^+ QY \ sA-12 t ! — F-1 �I ' I RF1-1C 9' -8' 1 4' B„ L I RF1-1A BACK SIDEWALL FRAMING ELEVATION @ FRAME LINE A I RFI -1B 4` 4 LUUSt CLIPS / ANGLES FRAME LINE 8 & A a 10 MARK/PART 1 2 4- 5 5 JC -L JC -R CH -24 (Field Adapt) GC -1S [REVIEWED By Richard T Smith at 4:22 pm, Feb 16, 2015 euERL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 HUNTER RIDGE ENERGY V et BY: BT CK: BWT DATE: 10/30/14 DATE: 10/30/14 JOB if: 7129 DWG #: E2 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAVYING SHEETS. J RECO SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS RECO a< HUNTER RIDGE ENERGY V et BY: BT CK: BWT DATE: 10/30/14 DATE: 10/30/14 JOB if: 7129 DWG #: E2 0 0 4.. 30'-0' OUT -TO -OUT OF 5IELL CI RF1-2B r — << RF1-2A RF1-2C 0-'1 — -- 1 P-1(TYP) C8, CD P-1(TYP) RF1-2C P-1(TYP) r RF1-2A P-1(Typ) RF1-28 � �I C - � c ROOF FRAMING PLAN BA -200 L_ 0 0 RC -1 ROOF SHEETING PANELS: 26 Go. 'PBR' COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2016 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 HELD SLOT FLUSH MOUNT GIRLS FOR CABLE BRACING AS RED"D. << BY: BT DATE: 10/30/14 CK: DATE: SWT 10/30/14 JOB # 7129 DWG #: E3 EF -1 r-- 0 0 m r BF -1 N FRONT SIDEWALL SHEETING ELEVATION FRAME LINE B PANELS: 26 Ga. "PDR" - COLOR: Covert Green BF --1 °C%-, ht441 /Z idi p ' e G/p4/1ud C1' Loo F Z0 C' Sec e. /D 6 EF -1 zoo? sg C°, Cl. /Z L BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. 'PBR" - COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 12 MA -3R A� 1 e r -• 1 3"\ 12 RIGHT ENDWALL SHEETING ELEVATION CO FRAME LINE 3 PANELS: 26 Ga. "PBR' - COLOR: Covert Green L BI -•-1 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Go. 'PBR" - COLOR: Covert Green 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 W ik Q PROJECT. HUNTER RIDGE ENERGY 00 `37J18 •NO/JV O7 HS -1 HS•1 0 vN li N Li HS 1 L BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. 'PBR" - COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 12 MA -3R A� 1 e r -• 1 3"\ 12 RIGHT ENDWALL SHEETING ELEVATION CO FRAME LINE 3 PANELS: 26 Ga. "PBR' - COLOR: Covert Green L BI -•-1 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Go. 'PBR" - COLOR: Covert Green 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 W ik Q PROJECT. HUNTER RIDGE ENERGY 00 `37J18 •NO/JV O7 BY: BT DATE: 10/30/14 CK: BwT DATE: 10/30/14 JOB #: 7129 DWG #: E4 i 1 0- 0- 6- 1- 0- 16" f6° S° 16' 16" tfi IC'16' G -I 16 i 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" SOS TAPE MASTIC CAPILLARY (ROOF ONLY)I GROOVE 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 010 x 1" PANCAKE HEAD SCREWS. riliEAVESTRUT CH- SIDE OF CH -24 CLIP SELF -FRAMING WALKDOOR KIT #10 x 1" PANCAKE HEAD SCREW SELF -FRAMING WALKDOOR KIT #10 x 1" PWICAKE HEAD SCREW GIRT FIELD CUT GIRT DOOR CLIP DETAIL GIRT TO DOOR FRAME AC1 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.) 1-- y $ $ T ? T $ $ 1 FASTENER SPACNG FOR ROOF PANEL TO EAVE STRUT. FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. 6 - SCREWS PEN RINFL L. i° TT $ $ $ FASTENER SPACING FOR WALL PANEL TO EAVE STRUT, FASTENER SPACING FOR ROOF PANEL_({) PEAK (or HIGHSIDE) PURLIN. FASTENER SPACING FOR THE END OF SOFFIT PANELS. 3 - SCREWS PER PANEL 1 1 ---------4-/"_ FASTENER SPACNG FOR ALL INTERMEDIATE PORLINS YAMMER SPACING FOR ALL S§1f(?! FASTENER C_ING NER/PAR1TTION PANELS, FASTENER SPACING FOR A.L INTERMEDIATE SOFFIT PURLINS. PANEL to RED—IRON FASTENER SPACING SIDEWALL GIRT 1/2" x 1 1/4" A325 BOLTS CORNER COLUMN #5-TEK SCREWS ZEE ANGLE: ZA-7 (ATTACH ONE NEAR RASE OF COLUMN ALSO) D13 GIRTS TO CORNER COLUMN ENDWALL GIRT EAVE STRUT - PURLIN - #12 x 1 1/4" $ #12 x 1 1/4" 5 #12 x 1 1/4" 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 PURLIN ABOVE. PURLIN / GIRT BRIDGING (BA -200) DETAIL 1/2" X 1 1/4' A325 BOLTS FRAME RAFTER G4 PURLINS PURLINS TO RAFTER EAVE STRUT 1/2" X 1 1/4" A325 BOLTS ZEE ANGLE: ZA-10 ATTACH TO RAFTER w/ #5-TEK SCREW AT 24" O.C. A10 H6 ) PURLIN TO END RAFTER SHOP WEL TO SIDE C 1/2" X 1 1/4" A325 BOLTS FRAME COLUMN REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 GIRTS GIRT TO MAIN FRAME COLUMN EAVE STRUT (TYP.) 1/2" X 1 1/4" A325 BOLTS (TYP.) ELEVATION SHOP WELDED CLIP TO SIDE OF COLUMN MAIN FRAME COLUMN { J 1 J EAVE STRUT TO RIGID FRAME 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" A325 BOLTS GIRT TO JAMB GIRT COLUMN JAMB COLUMN SECTION FO 1 (GIRT) 1/2" X 1 1/4" A325 BOLTS COLUMN TO JAMB ELEVATION eig O4EGL 2535 N. 10th ST, ° GERING, NE 69341 (308) 632-6188 LIJ a O o� 1 Z. Q I, y 8a� m W m eN v ti W ;� o 0 V H L. -,o tl BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #, 7129 DWG #: D1 SECTION SAVE STRUT 1/2" X 1 1/4" A325 BOLTS JC -1L (511OWN) JC -1R ((OPP. HAND) JAMB JAMB TO EAVE STRUT WALL PANEL 12X11 4 SO (3 -PER FT.)" INSIDE CLOSURE ELEVATION TAPE MASTIC #5-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 - PER 1/4' 5 PERFT.) f(14 x 7/8" SDS (12" 0.C.) OUTSIDE CLOSURE WALL SHEET ELEVATION -- INSIDE CLOSURE - 1112 X 1 1/4" SDS (3 -PER FT.) ROOF SHEET TAPE MASTIC -- EAVE STRUT TR -1 ) STANDARD EAVE 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 11 - BRACE EYE II II II DIAGONAL CABLE, BRACE EYE END EAVE TRIM (or GUTTER) DIMENSION "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 EAVE FLASHING NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. 1TR-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 - 1 CABLE GRIP WRAPPED AROUND CABLE EYEBOLT SLOT IN WEB TO INSERT EYEBOLT 02 COLUMN OR RAFTER WEB HILLSIDE WASHER NUT w/FIAT WASHER DIAGONAL CABLE, EYEBOLT END TRIM: GF -4 ANGLE: SA -12 2A-10, SEE DETAIL: 810 0 3 L'1 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 201'5 ------ 114 X 7/8" SDS 12" O.C.) TAPE MASTIC ROOF SHEET 21-PER 2 X 1 FF.)" 1 4 SDS &1-41.R73. -4 PER FTX 7/8.):SDS 2 OUTSIDE CLOSURE WALL SHEET ( TR -18 ) STANDARD GABLE DETAIL TRIM. RC 1 ROOF SHEET I 14 X 7/8" SDS (12" 0.C.) TAPE MASTIC #12 X 1 1/4" SDS (2 -PER FT.) OUTSIDE CLOSURE TR -23 RIDGE DETAIL — PEAK PURLIN ENDWALL SHEET TRIM: CF -2 5_ (12" 140 O.7/8C.)" 505 L rN SIDEWALL SHEET TR -26 STD. OUTSIDE CORNER DETAIL WALL SHEET 1112 X 1 1/4" or POP-RA/ET TRIM: WJF 2 FIELD TRIM SHEET @ OPENING AS REQUIRED TR -31) JAMB TRIM DETAIL OPENING OPENING 12 X 1 1/4" SDS (3 -PER FT.) INSIDE CLOSURE TR -33) HEADER TRIM DETAIL Q V C: CL PROJECT:HUNTER RIDGE ENERGY LOCATION.RIFLE, CO BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 Job #: 7129 DWG #: D2 WINDOW SILL #12 X 1 I/4" S D 2 -PER FT.) TRIM: HS -1 (USE HS -2 AT SILLS THAT ARE ABOVE C-0") INSIDE CLOSURE WALL SHEET T1734 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 a( 4:22 pm, Feb 26, 2015 gig S4IEIEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 W cn z Ize PROJECT HUNTER RIDGE ENERGY Locarion! RIFLE, CO BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB # 7129 DWG #: D3 USE APPROPRIATELY RATED LIFTING DEVICES TO PICK 40WLSS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE:3)4"-1'40 W (4) - f45 E.W. TAB 154" EPDXY ANCHORS #512 MID -DEPTH Tn OA SECTION SCALE: 314'=1'-0' BEE NOTE 4 COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN S" LIFTS (TYP.) , N5x TO MATCH HORIZ. T8B BARS SEE Hong •- COMPACT NATIVE SOIL (SEE NOTE 2) CONCRETE CONSTRUCTION NOTES I SPECIFICATION 1, ALL CONCRETE WORM SHALL CONFORM TO THE REQUIRETAT>5ITS OFACSSO1 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION, AND ACI -318-11 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . CONCRETE STRENGTH TEST SHALL BE MEOWED IN ACCORDANCE WITH THE REQUlk5A0ENTS OF ACI -318 CHAPTER . 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY & CLASS F C S PERMEABILITY FREEZING CORROSION SULFATE THAWING PROTECTION EXPOSURE I'0 AT 28 DAYS CEMENT TYPE WIC RATIO AIR CONTENT MAX SLUMP F2 C1 S1 PO 4500 pO 0.45 #5% TO 7,5% 4' T06' 3. AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO "SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 4. WATER USED W MIXING CONCRETE SHALL CONFORM TO ASTM 51602, 5. REINFORCING BARS SHALL BE DEFORMED, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM 6615 INCLUDING SUPPLEMENTARY REQUIREMENTS SI, GRADE S0. 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. REFERENCE DRAWINGS DWG, NO. NO. 0 2014-05-23 ISSUED FOR CONSTRUCTION PROJECT DESCRIPTION PROJ. AFE WAY (REF) 1106' BAW.DRIO FRAME EPCM Co. SE EPCM No _ 1 _ 611 N30 WELD -HEAD BUILDING FOUNDATION PLAN SCAIENV=1''O' CpletvPr0,0v/r/ ,Qy/a✓- /1 ,ef ,/ ✓ nr12et/k 74 _ d 74 irk - e41.5 -E THREADED R00 ASSEMBLY WITH NUT & WASHER (SEE ANCHOR NOTE 1) TA ROUGH CONC DRILL BIT DIA. 718'0 — HILTI ANCHOR ROD HIT -RE 500 -SD EPDXY ADHESNE SYSTEM EPDXY ANCHOR ROD DETAIL SCALE:NONE ANCHOR ROD NOTES: 1, NUTS SHALL BE ASTM A-563, GRADE C, WASHERS SHALL BE ASTM F-436, 2. ANCHOR RODS SHALL BE SET WITH A TEMPLATE. CLEAN OIL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING APPD, 1 2014-07-21 REVISED BUILDING ANCHORAGE SE CAUT#ON : READ BEFORE EXCAVATICIN ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" ISSUE STAGE 1-1 REV.NUMBER P000r (A) 2014-03-05 141 (-) can?. DA 2014-05-23 BY THE 000012. EA/4 ■PPO. JMX THF FAH JR/1 AS -4.18 (-) 1 PERMIT STAMP ENGINEER'S STAMP BUILDING FRAME OUTLINE (REF.) (2) - )'i 0 x 10' LONG HILTI 000-E RODS HOT DIP GALV PER ASTM A153, FIELD LOCATE (MIN. ANCHOR SPACING = 4") (SEE EPDXY ANCHOR ROD DETAIL 8 ANCHOR PATTERN DETAIL) TYP, 6 PLACES ■ 64 LIFTING LUGS (TYP.) NOTES: FOUNDATIONS & WADING FRAME WO (E) BUILDING FRAME OUTLINE (REF) t. ` I l CJP TO BOTTOM FLANGE PL%e"x4'x0-0' WI (2)-718'0 HOLES ANCHOR ROD PATTERN DETAIL SCALE:NONE A t REFERENCE BAC STEEL PROJECT NO. 6006-6 FOR BUILDING DRAWINGS, DESIGN CRITERIA AND LOADING. 2. PRESUMPTIVE SOIL ALLOWABLE LOAD-BEARING VALUES FROM BC 2012 TABLE 1406.2 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) 6. VERTICAL BEARING PRESSURE = 2000 PSF 0. LATERAL BEARING PRESSURE=150 PSF/FT d LATERAL SLIDING RESISTANCE COEFFICIENT =025 3. FOUNDATION SYSTEM IS DESIGNED TO BE MOBILE AND IS ABOVE THE FROST LINE CLIENT ACCEPTS ANY BUILDING MOVEMENT FROM FROST ACTION. 4 HIM n' S MUM BE Al' OR NEAR 0.C. TO PREVENTDEBRISBLdYN WS=BUL116ID. S WANEAS OFFINCTUBEB E„• ,: ' • • , i BE TAKEN mom CRACAc5RACTLgt5LWE AN0 MOTOR PAL BE Li$ TALLEDB4 WIN MUSS CCEUITF40 WE1uE40 FOUFIBATIDk r encana. natural gas nwcl N30 WELLHEAD BUILDING Ve GARFIELD, CO rat WATER INJECTION 26-T4S-R96W 3011 NTS (fI SIA 1,',” 13005-02 °° SAMUEL ENGINEERING , INC. Ti STRUCTURAL CONCRETE BUILDING FOUNDATIONS — N30 WELLHEAD AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) WTA NORTH PICEANCE R NP -N30 -W--5300 U 0 w 0 v 65 E 0 U 3 2