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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-3-15-3547 EnCana Oil & Gas Pump Bldg. # 4 @ 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. R ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD • ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION 1 t ELECTRICAL FINAL. APPROVAL IS REQUIRED AT CO/FINAL INSPECTION APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDI G EPAE21ce_ DATE 3 i6 / ; Y FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of BLRE-03-15-3547 0 Pump Enclosure 4 C SecI9, TO4S, R95W, Parachute Encana C19 Injection Well NIC(1 CF) ,APJtELL7 [) •f' ENCANA OIL & GAS INC 191727400012 Area: 15,800 acres NAVAL OIL 3 -mile radium indicated by dark red ci de at point closest to affected parcel. Legend ■ Well Location Local Roads 9191727400012 (Area: 15.800 acres) Parcels 0 1.25 2.5 5 Miles w PRO.ECT NO: 012-0178 DRAWN DV: Anne MuNteN DATE: MAA ENCANA C19 INJECTION WELL VICINITY MAP GARFIELD COUNTY, COLORADO OLSSON ASSOCIATES 826 21-1/2 ROAD GRAND JUNCTION, CO 81505 TEL 970.263.7800 FAX 970.263.7456 FIGURE V-1 PROPOSED LOCATION: WELL PAD C19 495 LEGEND: 0 PROPOSED LOCATION Uintah Engineering & Land Surveying 85 South 200 East Nrerual, Utah 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 A TOPO SCALE: 1:100,000 I DRAWN BY: J.L.G. !REVISED: 00-00-00 SCALE: 1" = 80' DATE: 07-15-11 DRAWN BY: D.R.B. SWAP LEGEND: SCE - STABILIZED CONSTRUCTION ENTRANCE ST - SEDIMENT TRAP NOTE.' Flare Pit is to be located a min. of 100' from the Well Head. SURFACE USE OF LOCA DON IS GRAZING, VEGETA DON CONSISTS MAINLY OF SAGEBRUSH, OAK BRUSH & NADVE GRASSES. Encana OIL & GAS (USA) INC. ADDENDUM TO LEGAL PLAT FOR WELL PAD C19 495 SECTION 19, T4S, R95W, 6th P.M. NE 11/4 NW 1/4\. Existing 2 -Track -I I `\ Constrct---- "\ II iProposed Pipeline I I 10' 10 II II II II II \ �o Install 18" Culvert- 5' ulvert 5' it 240'i I /I®Flare Stack& I r 1 Flare Oitch Cement Pit enN Sa d 10 3,v v,• mS c , CO 09 00 581'00'54"E 230' \ I I II II II I uuuuuu J—Phot, Metz Houses Production Equipment Area (125'x75') k o o Access Rood RipRap 0 H SCALE 'Sheet le of 111 IPond 'Detention SCE 160\ / 150' Berm ----II Berm II Cut Slope Diversion II 1II` 115' a `o Berm 20' Spacin ""/ Pod 2 Well 0 'Injection Pump Buildings II Detention Pond Berm Cut Slope ----1 Diversion Detention Pond 1 Existing 2- Track \\ Berm .1 J UINTAH ENGINEERING & LAND SURVEYING 86 So. 200 haat • Vernal, Utah 84078 • (486) 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 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: 1. THE AMERICAN INS17TUTE OF STEEL CONSTRUC170N: "SPECIFICATION FOR THE DESIGN. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMERICAN IRON & STEEL INSTITUTE. 'SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS J. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BUILDING MANUFACTURER'S 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 REO'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 CANNING'; CAN BE CAUSED BY STEEL MILL PRODUCTION TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND IS NOT A CAUSE FOR REJECT/ON. INSTALLATION OF MATER/AL CONSTITUTES ACCEPTANCE. BUILDING LOADS / DESCRIPTION. - 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: COLLATERAL LOAD: 3 PSF (ROOF PANELS, PURLINS, ETC.) 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 OTHER DESIGN CONSIDERATIONS: WIND: 1.00 PURCHASER RESPONSIBILITIES: 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 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: SIDING & 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 ABBREVIATIONS & PIECE 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 UNE) = 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 LOOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPLICABLE) ON CENTER) 27. G- = 28. P- =- 29. 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) - BUILDING PANEL & COLOR SCHEDULE , DESCRIPTION TYPE COLOR GAGE ROOF PANEL 'PBR" Covert Green 26 WALL PANEL "PEN" Covert Green 26 SOFFIT PANEL n/c CORNER TRIM LINER PANEL FRAMED OPENINGS Covert Green PARTITION PANEL `OTHER (SPECIFY) , FACIA FRONT PANEL FACIA BACK PANEL (NOTE: SOFFIT PANEL COLOR WILL BE WALL PANEL COLOR /F NOT SPEC/F/ED) BUILDING TRIM COLOR SCHEDULE , DESCRIPTION DESCRIPTION: COLOR GABLE / RAKE Covert Green DOOR CLOSER EAVE TRIM Covert Green 1 GUTTER TRIM n/a DOWNSPOUTS n/c CORNER TRIM Covert Green FRAMED OPENINGS Covert Green `OTHER (SPECIFY) , (NOTE: DOWNSPOUT COLOR WILL BE WALL PANEL COLOR /F NOT SPECIFIED) ACCESSORIES INCLUDED: QTY: DESCRIPTION: 2 FIELD LOCATED 3o7oM SF WALKDOOR KIT (COLOR TO MATCH WALLS) 2 DOOR CLOSER 2 PAN/C DEVICE 1 4'-0" x 4'-0" ADJUSTABLE LOUVER (PAINTED TO MATCH WALLS) PURCHASER: T.P./. PROJECT: HUNTER RIDGE ENERGY (/N✓ECT/ON WELL BLDG) JOB NUMBER: 7129 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REVISIONS: • I.D. DESCRIPTION DATE n j NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. REVIEWED (T/TOTE: By Richard T Smith at 4:22 pm, Feb 26, 2015 (1) BU/LD/NG SHOWN - (6) BU/LD/NGS REOU/RED '-4" Center to Center of Anchor Bol 29'-4" 14'-8" 14'-8" N 1 L -J 2" //2" 14'-8" 1 I I I I I DETAIL "A" DETAIL "A" I I I ANCHOR BOLT SLIIING PLAN r DETAIL "B" 14'-8" F,eer 4 �vlpfee/ d ��ri,to/,---4 ,#ire d 1 I DETAIL "A" DETAIL "A" 2/2J ,Cee 71. ,%//f -kis, WAIL "C"� 7 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 30'-0" l 8" l�J FLOOR FRAMING / SKID PLAN OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. DETAIL A AB Dia= 3/4" 1 ANCHOR BOLT SUMMARY Diameter Projection Oty 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 \-W8x31 SKID CJP' TO BOTTOM FLANGE (TYP.) (EP3 -129) 3/8" X 4" X 8" PLT. w/7/8"0 HOLES. 0 0 DETAIL C 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 BY: ST DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #. 7129 DWG #: Al v a NOTES: I. REFER TO ENCANA DRAWING: NP—N30—W-5J00 FOR FA 2. REFET TO SHEET A2 FOR BUILDING REACTIONS. J ANCHOR BOLTS TO BE SET TO 1- 1/16' IN LOCATION & REVISED TO MATCH ENCANA PLAN. NP—NJO—W-5300 as BY: ST DATE: 10/30/14 CK: 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 ore in the plane of the brace with the H pointing away from the braced bay. The vertical reoction is downward. 4. Building reactions are based on the following building data: Width (ft) = 8.0 Length (ft) = 30.0 Eove 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 (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 +Colloteral+0.75Snow+0.45Wind_Left1+0.75Slide_Snow 2 Dead+Collaterol+0.75Snow+0.45Wind_Right1+0.75Slide_Snow 3 0.6Dead+0.6Wind_Left 1 4 0.6Dead+0.6Wind_Rightl 5 0.6Dead+0.6Wind_Left2 6 0.6Dead+0.6Wind_Right2 7 Dead+Collateral+ El UNB_SL_L 8 Dead+Collateral+Fl UNB_SL_R FRAME LINES: 1 2 3 COLUMN LINE RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load 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 1v B 6 1.2 -1.2 1 -1.1 4.9 8 -0.5 7.1 4 0.8 -1.6 Frame lines: 1 2 3 BUILDING BRACING REACTIONS ± Reactions (k ) Panel_Shear Wall - Col -Wind - -Seismic - (lb/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 Frame 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 2535 N. 10th ST. ° GERING, NE 69341 (308) 632-6188 NOTES: t. Anchor Botts and other embeded items ore not by B&C STEEL. 2. Foundation and other Concrete Design is not by B&C STEEL. I Consult a local engineer for Concrete & Foundation Design. as HUNTER RIDGE ENERGY BY: BT DATE: 10/30/14 CK: 8WT DATE: 10/30/14 JOB #. 7129 DWG #: A2 SPLICE PLATE & BOLT TABLE Mork Qty Top Bot 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" Q3" 12 1" 3" 1" x 5" x 8" PLT. (4 — LOCATIONS) PLATE IS CENTERED ON TOP OF COLUMN LIFTING PO/NT DETAIL LUU5L CLIF"S / ANGLLS FRAME LINE 1 & 3 D ID MARK/PART 3 ZA-7 7 ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTION /13" 12 12 I1 V) W8x31 SKID FRAME (F-1) 6'-8" Clearance +/—° 8'-0" OUT—TO—OUT OF STEEL 12 1-1 CL Vi • CL N 0 W8x31 SKID FRAME (F-1) F-7iin, 6'-8" Clearance +/- 8'-0" OUT—TO—OUT OF STEEL 12 MLMULR SILL 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 12 W8x31 SKID FRAME (F-1) 6'-8" Clearance +/- 8'-0" OUT—TO—OUT OF STEEL 0 0 FRAME CROSS SECTION - LINE: 1 FRAME CROSS SECTION - LINE: 2 FRAME CROSS SECTION - LINE: 3 [g]tar 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. Structural joints with A.S.T.M. A325 Botts shall be assembled and tightened according to the 'rum of the Nut Method" as described in the Specification for Structural Joints using AJ25 or A490 Balls 2. flange Brace holes in girts at sidewall (if req d) must be field located as req'd. See detail sheets for more information. < BY: BT DATE: 10/30/74 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: El 4" 4" 4', 0 30'-0" OUT—TO—OUT OF STEEL 0 14'-8" 14.-8" —1 6'-0" Erector to Locate F-1 I RF1-1A (6) PC'S. OF CH -100 (B" 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 JU -U VUI-IV-VUI VI JILLL 14'-8" 0 14'-8" s❑ IG -1 © (Erector to Locate) 9 I I I G-1 E-1 _ \ (Reld Locate as Req'd. for Solar Panels) \ I \\\ I /// \\ I // \ --- \ I�1/ q, H6 / \ / \ 02 / / r / n SA -12 \ \ \ I \\ I BA -200 ` \ 3070 (Reid Locate) I I I I f WH -2I K3 i F-1 I RF1-1A (6) PC'S. OF CH -100 (B" 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 JU -U VUI-IV-VUI VI JILLL 14'-8" 0 14'-8" 6'-0" (Erector to Locate) 9 E-2 9 E-1 CI II o' �o I \\ I G-2 I I f WH -2I K3 i K7 i - / \ ---,. / / \\\ I /// \ IG -1/ LA BA -200 WH—2 \ / FG 1 / \ / \ G0� / \0,.. I 3o70 (Reid Locate) I I / N --- \7 / \ 02 \ / Ta \ SA -12 DL' F-1 .e.l I I RF1—IC 9'-8" 4'-0" C I RF1-1A 1'-0 BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A I RF1-1B LUUSL CLIPS / ANGLES FRAME LINE B & A ❑ ID 2 4 5 MARK/PART JC—L JC—R CH -24 (Field Adopt) GC -1S REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 ,ED]ar 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 DRAW/NG SHEETS. J FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REO O. PROJEcr. HUNTER RIDGE ENERGY LOCATION.RIFLE, CO < < W Q V j PROJEcr. HUNTER RIDGE ENERGY LOCATION.RIFLE, CO BY: BT DATE: 10/30/14 CK: EMT DATE: 10/30/14 JOB #: 7 129 DWG #: E2 0 4" 30'-0" OUT—TO—OUT OF STEEL 0 O 14'-8" 14'-8" "'—I RF1-2B _ _—� ] E RF1-2A I - RF1-2C CO' P-1(TYP) c 2 oz P-1(TYP) ¢ RF1-2C — _ P-1(Typ) — — RF1-2A P-1(Typ) RF1-20 I G4 —� ROOF FRAMING PLAN E-1 BA -200 4" 0 N 0 N RC -1 ROOF SHEETING PANELS: 26 Go. "PBR" COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 EJ 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' I. FOR INDIVIDUAL RAVING DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REOD. << BY: BT DATE: 70/30/14 CK: BWT DATE: 10/30/14 JOB # 7129 DWG #: E3 i cP EF -1 0 O I PROJECT HUNTER RIDGE ENERGY LOCATION. RIFLE, CO ii << HS -1 N i 3 N I l 3 BF -1 BF -1 FRONT SIDEWALL SHEETING ELEVATION @ FRAME LINE B PANELS: 26 Go. "PBR' - COLOR: Covert Green Le c,6s, 4,7/c4e5 ,,N,yo/ L� t122S Per Zo-a F .z loo 8 EF -1 . Z/'*// ?k>i t/4h pet 2c 7 r$ e Cs /z BF -1 BE -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 Q Q ro 1 BF -1 3"-N, 12 li U RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Ga. 'PBR" - COLOR: Covert Green Q3" 12 N C) Q MA -3R Q BF -1 12 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Ga. "PBR" - COLOR: Covert Green ELL O4IERL, 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES. 1. FOR INDIVIDUAL SHEE7/NG & TRIM DETAILS REFER TO DETAIL SHEETS. 2. PANEL START DIMENSION IS CENTER OF FIRST HI -R/8 TO STEEL LINE J if NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. PROJECT HUNTER RIDGE ENERGY LOCATION. RIFLE, CO ii << HS -1 HS -1 0 v N N mT T 3 3 HS -1 BF -1 BE -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 Q Q ro 1 BF -1 3"-N, 12 li U RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Ga. 'PBR" - COLOR: Covert Green Q3" 12 N C) Q MA -3R Q BF -1 12 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Ga. "PBR" - COLOR: Covert Green ELL O4IERL, 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES. 1. FOR INDIVIDUAL SHEE7/NG & TRIM DETAILS REFER TO DETAIL SHEETS. 2. PANEL START DIMENSION IS CENTER OF FIRST HI -R/8 TO STEEL LINE J if NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. PROJECT HUNTER RIDGE ENERGY LOCATION. RIFLE, CO ii << l` PROJECT HUNTER RIDGE ENERGY LOCATION. RIFLE, CO ii BY: ST DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #. 7129 DWG #: E4 1�C. 9 - SCREWS PER PANEL x 1 1/4" S.D.S. (Typ.) SAVE STRUT 16 1. 'g' 16' 16" 16" 1 1 T T T I T t— 1- ---- ---- �I(12 i�iF,� it_ , I 1 1 I 1 I 1 I ��- FASTENER SPACING FOR ROOF PANEL TO EAVE STRUT. PURLIN __ 'I` #12 x 1 1/4" SD EAVE STRUT 1/2" X 1 1/4" [--- j(�'(�,tT el __ `\\ FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. II A325 BOLTS ~ 12 x 1-1/4" S.D.S. EXTERIOR PANEL to RED IRON) 6 -SCREWS PER PANEL _ -!-i 2535N.10thST. GERING, NE 69341 (308) 632-6188 PANELS 1a x/B" s.D.s.I$ ��� - - _ _ - M LINER PANELS PANEL to PANEL) 14 x 7/8" S.D.S. r�1 �� FASTENER SPACING FOR WALL PANEL TO SAVE STRUT. Utz x 1 1 a SD / PURLIN BRIDGING ANGLE (BA -200) I -' ` PANEL to PANEL) FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIDE) PURLIN. GIRT BRIDGING ANGLE - - FASTENER SPACING FOR THE END OF SOFFIT PANELS. (BA -200) - y - C, X14 x 7/8" SDS 3 -SCREWS PER PANEL (!12 z 1 1/4" SD ZEE ANGLE: ZA-10 ATTACH TO RAFTER 0 -6 ,,? I I I GIRT SHOP WL w/ 15-TEK SCREW TO SIDE EC AT 24" O.C. LIcF� NOTES: 1. FOR /NDIWDUAL FRAMING DETAILS REFER TO DETAIL DR411 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAM J. RELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING *- N TAPE MASTIC $ CAPILLARY NOTE. �Q,P� �,. I. �- ~ o (ROOF ONLY)! GROOVE T ^--�1 /-L FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. - BRIDGING (SAG) ANGLE AT IS TO ATTACH ••••••••••• O •• PO T. -.'-'<<" / C3 . •1,6 &476. ? . 6.� J FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. GIRTLS TO TOAS THE A AND ATTACH NEAREST E r, '• PANEL SIDELAP DETAIL FASTENER SPACING FOR ALL LOCATIONS AT LINER/PARTITION PANELS. PURLIN ABOVE. • % b" T116. FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURUNS. • 54.- • 51 • • • PANEL to PANEL (STITCH SCREWS) PANEL to RED -IRON FASTENER SPACING PURLIN / GIRT BRIDGING (BA -200) DETAIL Al0 PURLIN TO END RAFTER 1 �6 't4,�� ••• '• '11��ctss DOOR CHANNEL: CH -24. NOTCHED LEGSATTACH TO TSIDE OF GIRT ••••••••Nc..) `�� ��� ```� CHANNEL Fl SUINSIDE OF DOOR FRAME. ATTACH w/f10 x 1" PANCAKE HEAD SCREWS.I 1/2" x 1 1/4" A325 BOLTS SIDEWALL 1/2" X 1 1/4" 1/2" X 1 1/4" GIRT I #325 BOLTS #325 BOLTS SELF -FRAMING WALKDOOR KIT #10 x 1" PANCAKE 'Eli's' I CORNER COLUMN I }- - - - FRAME RAFTER FRAME COLUMN REVIEWED BY Richard T Smith at 4:22 pm, Feb 26, 2015 EAVE STRUT HEAD SCREW FLAT SIDE M D p OF GIRT CH -24 CLIP , FIELD CUT GIRT �+I O+I MEN 1O !© Q+I —0--X—i I I `. Irdrig + O� SELF -FRAMING - - - - .1.-°01- WALKDOOR KIT H10 x PANCAKE #5-TEK SCREWS \ c.T Z V PROJECT..HUNTER RIDGE ENERGY O Nj \ 17:- O Q DOOR C HEAD SCREW I CL/P DETAIL GIRT TO DOOR FRAME ENDWALL GIRT ZEE ANGLE: ZA-7 (ATTACH ONE NEAR BASE OF COLUMN ALSO) PURLINS GIBS MAKE SURE DOOR FRAME IS PLUMB AND SQUARE BEFORE ATTACHING ALL SCREWS ON CFI -24 CLIP. AC1 SELF -FRAMING WALKDOOR DETAIL D13 GIRTS TO CORNER COLUMN G4 PURLINS TO RAFTER H6 GIRT TO MAIN FRAME COLUMN SAVE STRUT (TYP.) SAVE 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 JAMB A325 BOLTS �p II o I II 1 COLUMN II II —� II L� II II 0 1 II II I O 1 �� ILl II IIOI l II II II II II II IITO II SHOP WELDED CLIP SIDE OF COLUMN II II SHOP WELDED CLIP TO SIDE OF COLUMN MAIN FRAME COLUMN MAIN FRAME COLUMN GIRT FG -1 (GIRT) 1/2" X 1 1/4" BY: BT DATE: 10/30/14 ELEVATION ELEVATION A325 BOLTS SECTION ELEVATION CK: BWT DATE: 10/30/14 JOB #. 7129 JI EAVE STRUT TO RIGID FRAME EAVE STRUT TO RIGID FRAME GIRT TO JAMB ®' COLUMN TO JAMB DWG #: D1 • SAVE STRUT COLUMN OR RAFTER WEB START CABLE AT ORANGE LINE ON CABLE GRIP O 1/2" X 1 1/4" ED ](:22, A325 BOLTS HEADER CABLE II CABLE COLUMN OR 1111 SLOT IN WEB I TO INSERT I1 BRACE EYE II I/RAXTERWEB I _ CABLE GRIP 'a=� I I 2535 N. 10th ST. ,-', ; ; • WRAPPED \• HILLSIDE WASHER ��� GERING, NE 69341 I O Q I I , Vird i AROUND CABLE �i I I BRACE EYE i CABLE GRIP (308) 632-6188 i i �' I I \1 WRAPPED �►• AROUND CABLE LI�F�s II I�� r ,PDO J DETAILS REFER TO DETAIL DRAW/NG SHE ' . TAILS REFER TO DETAIL DRAWING SHEETS. NT GIRTS FOR CABLE BRACING AS REO'D. I JC -1L (SHOWN) ( HAND) `r,� I I ••� '_ EYEBOLT • • I JC -1R (DPP. 1/2" X 1 1/4" A325 BOLTS i � •ck • r•s • F,,gg''ff'' " P• �� I NUT / •• 47•//. , CABLE SLOT IN WEB I 1 w/FLAT WASHER • • TO INSERT START CABLE AT i+ Z EYEBOLT• � 5 51 JAMB SECTION ELEVATION JAMB SECTION ELEVATION ORANGE LINE ON CABLE GRIP • ' • • / /' A •• •�' •\\4<% • • JAMB TO EAVE STRUT M2 HEADER TO JAMB Q1 DIAGONAL CABLE, BRACE EYE END Q2 ' \8/OHM-=- DIAGONAL CABLE, EYEBOLT END SLOPE ROOF PANEL REVIEWED O O 1:12 2 9/16" By Richard T Smith at 4:22 pm, Feb 26, 2015 - V - 2:12 3 3/16'1 V H WALL PANEL 3:12 3 3/4" INSIDE CLOSURE 14 X G.) SDS 12" O.C.) j m TAPE MASTIC 4:12 4 5/16" X12 X 1 1/4" SDS 1 TRIM: GF -4 p W 12 X 1 1 4 SD I� 5:12 5" (3 -PER FT.) TAPE MASTIC ¢ y �3-PER FT.'� /5-TEK SCREWS 6:12 5 5/8" 2" 90' ROOF SHEET 2 V INSIDE CLOSURE ROOF SHEET TAPE EAVE TRIM ■ ANGLE: SA -12 O '.--•^ ANGLE: SA -12 MASTIC f (or GUTTER) GABLE TRIM ZA-10, SEE -� ti `'� r� "B� I-- CP -1 DETAIL: A10 - DIMENSION "A" CORNER PIECE (CP -1) 12 X 1 1/4" SDS TRIM: EF -1 BEHIND GABLE de EAVE a a EXTEND GABLE FLASHING PAST EAVE FLASHING TRIM. (2 -PER FT.Ili C1 #12 X 1 1/4" SDI THEN CUT GABLE FLASHING BACK TO EAVE BASE TRIM: BF -1 (2 -PER FT.) FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL /14PER7(8� SDS ( �T X14 x T/B" SDS "B" SKID FRAME: F-1 (12" OC) DIMENSION OUTSIDE CLOSURE INTER RIDGE ENERGY OUTSIDE CLOSUREI EAVE STRUT NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO EAVE FLASHING WALL SHEET WALL SHEET NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. T3 BASE OF PANEL AT SKID TR -1 STANDARD EAVE DETAIL TR -14 CP -1 CORNER PIECE DETAIL TR -18 STANDARD GABLE DETAIL TRIM: I i 1 ENDWALL SHEET I p ( V RC -1 ROOF SHEET r-4 -111---4 ---a 112' O.0 )B' SDS SDS I 12" X C_) Ls TAPE MASTIC-� 0. 11 I WALL SHEETCL. �) L� i �', Ipme, mpgI TRIM: CF -2 I 14X 7/6' SOS 1 (12" O.C.) i OPENING I 1 I I 112 X 1 1/4" SOS 3 -PER FT. I v L. L INSIDE CLOSURE ,,,, 1 Z W O WALL 1 -- ----------_ I - - SIDEWALL SHEET SHEET -; L---- OPENING •!/ - J O Qc O PURLIN #12 X 1 1/4" SD or POP -RIVET #12 X 1 1/4" SDS PEAK TRIM: WJF-2 TRIM: HS -1 (2 -PER FT.) BY: ST DATE: 10/30/14 OUTSIDE CLOSURE FIELD TRIM SHEET ® OPENING AS REQUIRED CK: BWT DATE: 10/30/14 TR -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" SD 2 -PER FT.) TR -34 TRIM: HS -1 (USE HS -2 AT SILLS THAT ARE ABOVE 6'-0") INSIDE CLOSURE WALL SHEET 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, Feb 26, 2015 VfNEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES. 1. FOR INDMDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SNLL/5. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS J HELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REOD. as BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB # 7129 DWG #: D3 • • • CD and Time So 0) X /`- USE APPROPRIATELY RATED LIFTING DEVICES TO PICK 4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE_314,1,0' (4) - 85 E.W. TAB EPDXY ANCHORS 5Z OA SECTION SCALE: 3/4,1-0' ti 5 85 Q MID -DEPTH SEE NOTE 4 - COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN 8' LIFTS (IY'P.) 850 — TO MATCH HDRIZ 788 BARS SEE NOTE 3 - COMPACT NATIVE SOIL (SEE NOTE 2) CONCRETE CONSTRUCTION NOTES / SPECIFICATION 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI -301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION, AND ACI -318.11 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . CONCRETE STRENGTH TEST SHALL BE PERFORMED N ACCORDANCE WITH THE REQUIREMENTS OF ACI -318 CHAPTER 5. 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY 8 CLASS 1,0 AT 28 DAYS CEMENT TYPE WIC RATIO AIR CONTENT MAX SLIRBP F FREEZING THAWING C CORROSION PROTECTION S SULFATE EXP0SIIRE p pERMEABIUTY F2 C1 SI Po 4500 psi 1111 0.45 4.5%TO 7.5% 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 8E DEFORMED, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A615 INCLUDING SUPPLEMENTARY REQUIREMENTS 51, 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) 30-0" (REF) BUILDING FRAME 14'-8' 0 1=i ff 04 1 P: 8 r0 s 0 14'8' N30 WELLHEAD BUILDING FOUNDATION PLAN SCALE: 318 =1',0' J l fri.-frmeer / / G 2i1 ce Tcii (47,d/4674 .e7z' I5/ 44-7 . - CGl s --/i0-/-4 - HAS -E THREADED ROD ASSEMBLY WITH NUT & WASHER (SEE ANCHOR NOTE 1) T,0. ROUGH CONC (TOC) DRILL BIT DIA 718'9 - HKTI ANCHOR ROD HIT -RE 500,SD EPDXY ADHESIVE 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 ROOS SHALL BE SET WITH A TEMPLATE. CLEAN OL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING REFERENCE DRAWINGS 0WG. NO Aw,TE rym--vo) PROJECT DESCRIPTION PROJ AFE EPCM Co EPCM Na. APPD. ISSUE STAGE DATE. CHKD. APPD PERMIT STAMP ENGINEERS STAMP 2014-05-23 ISSUED FOR CONSTRUCTION SE 2014-07-21 RLVI500 BUILDING ANCHORAGE SE CAUTION READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" 1745111. (A) Bid (-) 2014-03-05 THE FNN Constr. (0) 2014-05-23 FAH As -built (-) (REF) S (2)-%;9410' LONG HILTI HAS -5 RODS HOT DIP GAL/. PER ASTM A153. FIELD LOCATE (MIN. ANCHOR SPACING a 4") (SEE EPDXY ANCHOR ROD DETAIL 8 ANCHOR PATTERN DETAIL) TYP. B PLACES BUILDING FRAME OUTLINE (REF.) 84 LIFTING LUGS (TYP.) 1'-7112' 1'-7112' 3 3' (TYP.) ' FOUNDATIONS & BUILDING FRAME /— W8 (E) BUILDING FRAME OUTUNE (REF) NOTES: 1. REFERENCE BBC STEEL PROJECT NO. 6806-A FOR BUXOM DRAWINGS, DESIGN CRITERIA AND LOADING. 2. PRESUMPTIVE SOL ALLOWABLE L0AD8EARING VALUES FROM IBC 2012 TABLE 1806.2 ARE AS 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 GO) b. VERTICAL BEARING PRESSURE o 2000 P5F c. LATERAL BEARING PRESSURE 4150PSF1FT 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. FINAL GRADE SHOULD BE AT OR NEAR T.O.C. TO PREVENT DEBRIS BLOWN INSIDE BUILDING. 5, IN AREAS OF FRACTURED CONCRETE EDGE L -ST L BE TAKEN FROM CRACK/FRACTURE UNE AND ANCHOR SHALL BE INSTALLED IN MAIN MASS OF EXISTING WELLHEAD FOUNDATION. encana. natural ga� N30 WELLHEAD BUILDING Aso. GARFIELD, CO FT'irt WATER INJECTION 26-T4S-R96W HALE NTS (D Size) 1r 13005-02 E"' SAMUEL ENGINEERING, INC. TIiIE STRUCTURAL CONCRETE — N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESSIONAL STAMP q AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) 1 AREA NORTH PICEANCE CLASS R TILE N0. NP -N30 -W-5300 0Dv 0 0 viCP FT) 0 c 1- r LLHEAD 6GIL0NG\NP—N3 En. S:\PROJECS\13005_ENCANA_DIVIDE_ROAD\CAD