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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-3-15-3546 EnCana Oil & Gas Pump Bldg. # 1 @ 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 PERMTT1NG & INSPECTIONS ARE SY THE COLORADO STATE ELECTRICAL BOARD ° ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAMING INSPECTION s ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GAP.FIELD COUNTY BUILD NG DEPART DATE., r f BY� FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page Of 6LRE-D3-15-3546 m s a 173 0 CC/] O7 d �y m I — cJb r_ H � O co E C a Encana C19 Injection Well ENCANA OIL & GAS INC 191727400012 IArea: 15,800 acres ir 3 -mile radium indica ed by dark red ci cle at point closest to affected parcel. Legend • Well Location Local Roads 9 19172740001 2 (Area: 15,800 acres) Parcels PROJECT NO'. 01,01]8 DRAWN BY Jenne NIuNmGN DATE 2/8/12 ENCANA C19 INJECTION WELL VICINITY MAP GARFIELD COUNTY, COLORADO 0 1.25 2.5 O LSSO N ASSOCiA1ES 826 21-1/2 ROAD GRAND JUNCTION. CO 81505 TEL 970.263.7800 FAX 970.263.7456 Miles w 5 FIGURE V-1 LEGEND: Q PROPOSED LOCATION Uintah Engineering & Land Surveying 85 South 200 East Vernal, Utah 84078 (435) 789-1017 FAX (435) 789-1813 Encana OIL & GAS (LSA) INC. WELL PAD C19 495 SECTION 19, T4S, R95W, 6th P.M. NE 1/4 NW 1/4 SHEET 8 of 11 ACCESS ROAD M A P Q:71 1 5 mmim DAY 1 1 YEAR A TOPO SCALE: 1:100.0001 DRAWN BY: J.L.G. 'REVISED: 00-00-00 SCALE: 1" = 80' DATE: 07-15-11 DRAWN BY: D.R.B. SNIP LEGEND: SCE - STABILIZED CONSTRUC770N ENTRANCE ST - SEDIMENT 77?AP N 0 7E Flare Pit is to be located a min. of 100' from the Well Head. SURFACE USE OF LOCATION IS GRAZING, VEGETA770N C0NSIS7S MAINLY OF SAGEBRUSH, OAK BRUSH & NA77VE GRASSES. Encana OIL & GAS (USA) INC. ADDENDUM TO LEGAL PLAT FOR WELL PAD C19 495 SECTION 19, T4S, R95W, 6th P.M. NE 1/4 NW 1/4\ i Existing 2 -Track -- ......„..,-Proposed Pipeline 10' I I I I 1 1 1 1 1 1 Construct---\ Bar Ditch Install 18" Culvert 2401 1 Ofiara Stock & )it) Fiore Ditch .1) 58100)54E 230 \ Berm Cut Slope Diversion Berm 115' I I 20' Spacin LILJL_IL.JL_JLI 3-Phose Meter Houses Production Equipment Area (125'x75') in 8 § 55' 1.- I \VA Injection Pump Buildings I I Access Road RipRap sc, 160' - Berm 150' SCALE Sheet le of 111 Detention Pond Pod 2 Well D Existing 2 -Track—\\ Cut Slope ----7 Diversion Detention , Pond 160' Berm 10' UINTAH ENGINEERING & LAND SURVEYING 86 So. 200 Slut • 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 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 INSTITUTE OF STEEL CONSTRUCnoN: "SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMERICAN IRON & STEEL INSITUTE.: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY.- "STRUCTURAL WELDING CODE:" AWS D1.1 9. 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 REO'D. 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-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 D/SPLAY SL/GHT WAV/NESS TH/S PHENOMENON, KNOWN AS "OIL CANNING"; CAN BE CAUSED BY STEEL M/LL PRODUCT/ON TOLERANCES, FABR/CATION TOLERANCES AND/OR FRAM/NG M/SAL/GNMENT, AND /S NOT A `CAUSE FOR REJECT/ON. /NSTALLAT/ON OF MATER/AL CONST/TOTES ACCEPTANCE. BU/LD/NG LOADS / DESCRIPT/ON: 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: COLLATERAL LOAD: ROOF LIVE LOAD: ROOF SNOW LOAD: BASIC WIND SPEED: 3 2 20 75 115 SEISMIC DESIGN CAT: 8 SEISMIC COEF: 0.465 IMPORTANCE FACTORS: SNOW: 1.00 PSF (ROOF PANELS, PURLINS, ETC.) PSF PSF PSF MPH ,EXP: C 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 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 8 & 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 DF THE CONTRACT DOCUMENTS AND THE PURCHASER RESPONSIBILITIES LISTED ABOVE. SIDING & ROOF/NG 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 TARPEO. COMMON ABBREV/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. 17. ELEV = 18. F.F. = 19. T.O.B.= 20. DIA. = 21. GA. = 22. EC- = 23. ER- =- 24. 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. 33. DH- = 34. WJ- = 35. WH- = 36. LOC = 37. REQ'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 'PBR" Covert Green 26 WALL PANEL 'PBR" Covert Green 26 SOFFIT PANEL Covert Green `OTHER (SPECIFY) LINER PANEL PARTITION PANEL FACIA FRONT PANEL FACIA BACK PANEL l (NOTE: SOFF/T PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) c BU/LD/NG TR/M COLOR SCHEDULE DESCRIPTION COLOR GABLE / RAKE Covert Green EAVE TRIM Covert Green GUTTER TRIM n/a DOWNSPOUTS n/a CORNER TRIM Covert Green FRAMED OPENINGS Covert Green `OTHER (SPECIFY) (NOTE: DOWNSPOUT COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) 1 CCESSOR/ES /A/CLI/DED: QTY: DESCRIPTION: 2 F/ELD LOCATED 3o7oM SF WALKDOOR /OT (COLOR TO MATCH WALLS) 2 DOOR CLOSER 2 PAN/C DEV/CE 1 4=0" x 4' 0" ADJUSTABLE LOUVER (PA/NTED TO MATCH WALLS) PURCHASER: T.P./. PROJECT: HUNTER R/DGE ENERGY (/)V✓ECT/ON WELL 8L06) JOB NUMBER: 7129 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: DESCR/PT/ON DATE A 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) BU/LO/NO SHOWN - (6) BOLD/NOS REOU/RED 3 8'-4" Center to Center of Anchor Bolt 29'-4" 14'-8" 14'-8" 2 /// 2" 14'-8" 2" 2" I I I I DETAIL "A" DETAIL "A" I I 2"/421 14'-8" DETAIL "A" DETAIL "A" 2"// 4 2" 1 " 1 2" ANCHOR BOLT SLUING PLAN r DETAIL "B" — , I I — J 2" CPA/ .4 ,,,,,,,erect \ -re,twa fr& reA-F. DETAIL "C"-\ 7 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 1 F-1 • (W8x31) 30'-0" FLOOR FRAMING / SKID PLAN OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. 0 0 DETAIL A AB Dia= 3/4" --J ANCHOR BOLT SUMMARY Diometer 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 Penetrotion 0 O 0 -00 0 0 0 0 DETAIL B W8x31 SKID CJP* TO BOTTOM FLANGE (TYP.) (EP3-129) 3/8" X 4" X 8" PLT. w/7/8"0 HOLES. DETAIL C EJ 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. REFER TO ENCANA DRAWING: NP—NJO—W-5300 FOR FOUNDATION. 2. REFET TO SHEET A2 FOR BUILDING REACTIONS. 1 ANCHOR 80115 TO BE SET TO & 1/16" IN LOCATION & ELEVA770N. N Locar�ON RIFLE, CO REVISED TO MATCH ENCANA PLAN.' NP -1/30—W-5300 as Lo Q V R PROJECT. HUNTER RIDGE ENERGY Locar�ON RIFLE, CO BY: BT 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 ore reported. 2. Positive reactions are as shown in the sketch. Foundotion 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 Lood (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 = 8 Seismic Coeff (Fa*Ss) = 0.47 5. Loading conditions are: 1 Dead+Colloteral+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 0.6Deod+0.6Wind_Right2 7 Dead+Collateral+F1UNB_SL_L 8 Dead+Collaterol+F1 UNB_SL_R FRAME LINES: 1 2 3 H COLUMN LINE fv H v RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Lood 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 1* 8 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 - (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 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 O D TEEL 2535 N. 10th ST. ° GERING, NE 69341 (308) 632-6188 NOTES.' 7. Anchor Bolts and other embeded items are not by B&C STEEL. 2 Foundation and other Concrete Design is not by B&C STEEL. J. Consult o local engineer for Concrete & Foundation Design. as BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7 129 DWG #: A2 SPLICE PLATE & BOLT TABLE Mark 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 W8x31 SKID FRAME Clearance + 8'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION - LINE: 1 1" x 5" x 8' PLT. (4 — LOCATIONS) `1Y2 PLATE IS CENTERED ON TOP OF COLUMN LUUSL LLINS / ANGLES FRAME LINE 1 & 3 D ID MARK/PART 3 LIFTING PO/NT DETAIL /13" 12 ZA-7 ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAMING INSPECTI(Tt / MEMBER SILL IAULL MARK MEMBER LENGTH WEIGHT RF1-1 RF1-2 W8x13 W8x13 8'-0" 3'-4 3/4" 131 66 W8x31 SKID FRAME (F-1) Clearance +/- 8'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION - LINE: 2 2 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 12 8" W8x31 SKID FRAME (F-1) 6'-8" 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. Structural joints with A.5 T.M. AJ25 Bolts shall be assembled and tightened according to the Tum of the Nut Method" as described in the Spec/fcation for Structural Joints using A325 or A490 Bolls. 2. Range Brace holes in gins of sidewall (if req d) must be field located os req? See detail sheets for more information. <kl BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7 129 DWG #: El 4" 30'-0" OUT—TO—OUT OF STEEL 14'-8" 14'-8" E-1 E-1 6'-0" (Erector to 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 REQ'D. FRONT SIDEWALL FRAMING ELEVATION @ FRAME LINE B I RF1-1B JU —U Val— IL/ —LIUI Ur J IttL 14'-8" 0 14'-8" 0 10-1 °o I I I I G-1� BA -200 \ ®— 3o7o I (Field — Locate) (Field Locate as Req'd. for Solar Panels) \ \ I \\\ 1 /// \ I \ \ / / \l H 6 / \ 2 --- / P--- / SA 12 T3 \ \ \ 2 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 I RF1-1B JU —U Val— IL/ —LIUI Ur J IttL 14'-8" 0 14'-8" 6'-0" (Erector to Locate) 23 C E-2 D E-1 I o. 2 1 G-2 I J WH—2 K3 K7 IL/ \\ 1// \ / \ / \ \ / / \ IG -1/ BA -200 WH— 2 T \ / FG -1 / \ G3i / \ \c6 3070 (Field Locate) I 0 N, EY / \._ / \ 02 / \ / T3 \ SA -12 [J° F-1 [ I RF1-1C 9'—B" [ I RF1-1A 4'-0" 1'-0 BACK SIDEWALL FRAMING ELEVATION @ FRAME LINE A I RF1-1B 4" LOUSE CLIF5 / ANGLES FRAME LINE B & A ❑ ID MARK/PART 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 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. J f7ELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRAC/NG AS REO'D. < <J BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: E2 30'-0" OUT -TO -OUT OF STEEL 14'-8" 14'-8" RF1 28— PROJECT HUNTER RIDGE ENERGY c RF1-2A < RF1-2C 0---3-- 2 _ — — P-1(TYP) Cg,? P-1(TYP) RF1-2C P-1(TYP) — RF1-2A P-1(Typ) RF1-28 0-2 — --- — — _ CB,2 ROOF FRAMING PLAN E-1 BA -200 RC -1 ROOF SHEETING PANELS: 26 Go. "PBR" COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 If LE fIL, 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1, FOR /NOMINAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS Z. FOR CABLE BRACING DETAILS REFER TO DETAIL ORAWING SHEETS: J. FIELD SLOT FLUSH MOUNT CIRTS FOR CABLE BRACING AS RE00 PROJECT HUNTER RIDGE ENERGY O V1. LI - 1k 0 V o < < PURCH,4SER, T.P.I. PROJECT HUNTER RIDGE ENERGY O V1. LI - 1k 0 V o BY: 8T DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: E3 EF -1 BF -1 BF -1 FRONT SIDEWALL SHEETING ELEVATION @ FRAME LINE B PANELS: 26 Ga. 'PM' - COLOR: Covert Green <!9`/,1�ld UPI�Ih6, /Fe/ Zeta 9 r'g c, C'i. /z EF -1 G 2e45 /,i h -res/ z4 a 5 /e✓ z 9 .ri3 L: See/ /OB g, 0 as HS -1 0 -1 HS -1 N N O 11 -J 0 -DO N N L�3 l3i 3 3 BF -1 BF -1 FRONT SIDEWALL SHEETING ELEVATION @ FRAME LINE B PANELS: 26 Ga. 'PM' - COLOR: Covert Green <!9`/,1�ld UPI�Ih6, /Fe/ Zeta 9 r'g c, C'i. /z EF -1 G 2e45 /,i h -res/ z4 a 5 /e✓ z 9 .ri3 L: See/ /OB g, 0 as HS -1 HS -1 N N O 11 -J -DO Lj_ 3 3 HS -1 BF -1 i 14IIlG 11 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 m -I - BF -1 3" "1\. 12 N U RIGHT ENDWALL SHEETING ELEVATION @ FRAME LINE 3 PANELS: 26 Ga. 'PBR' - COLOR: Covert Green MA -3R BF -1 3"1,„ 12 LEFT ENDWALL SHEETING ELEVATION @ FRAME LINE 0 PANELS: 26 Ga. 'PBR' - COLOR: Covert Green OINEEIL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR INDIV/DUAL SHEETING & TRIM DETA/LS REFER TO DETAIL SHEETS 2. PANE START DIMENSION /S CENTER OF FIRST H/ -R/8 TO STEEL LINE. J. /F NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCA170NS REFER TO THE DETAIL SHEETS. as BY: BT CK: BWT • DATE: 10/30/14 DATE: 10/30/14 JOB #: 7129 DWG #: E4 9 -SCREWS PER PANEL x 1 1 /4" S.D.S. (Typ.) SAVE PURLIN 16" 1fi' 16" 16" 16" 16" 16' 16' 16" ETC. t t t t t t t t t t t ---�- ',-112 Ly �Th I TI 1 1 T 11 i STRUT -� 1 EAVE STRUT ED e ir- _16.:16:::: -- FASTENER SPACING FOR ROOF PANEL TO EAVE STRUT. X12 x 1 I/4" SD 1/2" X 1 1/4' ^ n ``V'C II`L' _ FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. A325 BOLTS ~ 12 x tot RED S.D.S. 10 EXTERIOR PANEL to RED IRON) 6 - SCREWS PER PANEL _ _ _ - - - - - 2535 N. 10th ST. ° GERING, NE 69341 (308) 632-6188 1"„ PANELS /14 x/a' s.Ds. L-- I $ � I T T;`-� I I 1 I i - - - _ • ! _ _ _ _ ©� I I. — - e LINER PANELS (PANEL to PANEL) 14 7/a" S.D.S. r,_%1 �� FASTENER SPACING FOR WALL PANEL TO EAVE STRUT. ytz x 1 1/4" SD PURLIN BRIDGING ANGLE (BA -200) I 1 �+ lo x PANEL to PANEL) FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIDE) PURLIN. GIRT BRIDGING ANGLE J- - - - FASTENER SPACING FOR THE END OF SOFFIT PANELS. (1 200) F y •� "' "r„ µ14x 7/8" SDS 3 -SCREWS PER PANEL 12 x 1 1/4" SD / ZEE ANGLE: ZA-10 ATTACH TO RAFTER SHOP WEL '- L_ $ $ T GIRT w/ 15-TEK SCREW TO SIDE AT 24" O.C. .�\\\ i 0 O ��\� ... �PD Lice, � NOTES.' I. FOR INDMLX/AL FRAM/NC DETAILS REFER TO DETAIL DRAM 2. FOR GABLE BRAC/NG DETAILS REFER TO DETAIL DRAW/ 3. RECD SLOT RUSH MOUNT GIRLS FOR CABLE BRACING `N TAPE MASTIC �` CAPILLARY 1 1 1 NOTE.: ...r-,9,� r ~ o (ROOF ONLY)! GROOVE r --l-1 T� FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. _ BRIDGING (SAG) ANGLE AT ENDWALLS IS TO ATTACH .� ••••••y O� •• 3 T. •• sF, j C3 •• • P tSA •�• (? • 47 . /f' - ,., FASTENER SPACING FOR ALL INTERMEDIATE GI RTS. TO GIRT AS SHOWN AND ATTACH TO THE NEAREST • - i/• �_ 4- PANEL SIDELAP DETAIL / 1 FASTENER SPACING FOR ALL LOCATIONS AT LINER/PARTITION PANELS- FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. PURLIN ABOVE. • : / •- 5051 PANEL to PANEL (STITCH SCREWS) PANEL to RED—IRON FASTENER SPACING PURLIN / GIRT BRIDGING (BA -200) DETAIL A10 PURLIN TO END RAFTER / i • ���� • DOOR CHANNEL: CH -24. NOTCHED LEGS ATTACH TO U INS OF GIRT NFTHEFRAME. ��FcSs ........ •�cl ar `�� ��Al- � CHANNEL FITS DE 01 000RDE ATTACH w/µl0 x 1" PANCAKE HEAD SCREWS. 1 I 1 /2" z 1 1 /4" A325 BOLTS - - - IDE'NALL GIRT I I 1/2"3 X 1 1/4" A325 BOLTS 1/2" X 1 1/4" A325 BOLTS —� _ SELF -FRAMING WALKDOOR KIT 111 1 1 I CORNER COLUMN REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 #10 x 1" PANCAKE EAVE STRUT HEAD SCREW Ir - - - 0 c FRAME RAFTERFRAME COLUMN FLAT SIDE 01 GIRT CH -24 CLIP , III FIELD CUT GIRT O O T c _MEM 1 1© I I . --i hill I I I 1 1 a7 / \ - 0'1- - 1O+ O+� SELF -FRAMING IIIIII _I -C1 - - - - - - - - 11 WALKDOOR KIT µ10x 1" PANCAKE µ5-TEK SCREWS PURCHASER. T.P.I. PROJECTHUNTER RIDGE ENERGY LOCATION.RIFLE, CO I DOOR CLIP HEAD SCREW _— 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 CH -24 CLIP. AC1 SELF—FRAMING WALKDOOR DETAIL D13 GIRTS TO CORNER COLUMN G4 PURLINS TO RAFTER H6 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 �p 1 11 © i II I COLUMN 11 II VINO I 4 11 1 0 1 11 II I p I c I f O-1 I I �� 11 L-- 11 = - - -- 11 = - - -- 1 I 1 1j 1 11 II I O I 1 II II L_c- 1j 11 - - - - �'11 , 11 11 11 SHOP WELDED CLIP TO SIDE OF COLUMN II 11 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 J1 EAVE STRUT TO RIGID FRAME ® EAVE STRUT TO RIGID FRAME ® GIRT TO JAMB COLUMN TO JAMB DWG #: D1 START CABLE AT EAVE STRUT OLUMN OR CRAFTER WEB ORANGE LINE ON CABLE GRIP =/ 4 X 1 1/4" —rf COLUMN OR sai--q 1/2" A325 BOLTS HEADER I1 CABLE CABLE RAFTER WEB SLOT IN WEB I I BRACE INSERT I1 _ ` I I 1� I _ I I _..: - _ _ CABLE GRIP•fir-_ HILLSIDE WASHER 2535 N. 10th ST. - WRAPPED \ ��� GERING, NE 69341 I O 1 I I 1, Ili • AROUND CABLE �7 -1�' I1 BRACE EYE CABLE GRIP ``���� ,,,� (308) 632-6188 i �� 1 I WRAPPED`p _� AROUND CABLE nQ� p,O O C /CL 1 j 1 I = A�J�‘‘ AILS REFER TO DETAIL DRAWING SHE . S REFER TO DETAIL DRAWING SHEETS GIRTS FOR CABLE BRACING AS REOV. JC -1L (SHOWN) ��. 1 1 1 �O``•••••••••`'//cS 1'' EYEBOLT ••• I I I I JC -IR (OPP. HAND) 1/2" X 1 1/4" A325 BOLTS �' CABLE II 0 •••�p T. F 1 I NUT • S47, •• /}, w/FLAT WASHER / • � SLOT IN WEB �• % II 1 JAMB START CABLE AT ORANGE UNE TO INSERT• J� / • ' 5 y 51 z • EYEBOLT • •• 5 JAMB SECTION ELEVATION SECTION ELEVATION ON CABLE GRIP• :/ • /� ••�•• i JAMB TO EAVE STRUT ® HEADER TO JAMB Q1 DIAGONAL CABLE, BRACE EYE END Q2 S`YSIO\ `�=`� DIAGONAL CABLE, EYEBOLT END REVIEWED WQ o 0 SLOPE Y ROOF PANEL 1:12 2 9/16" " By Richard T Smith at 4:22 pm, Feb 26, 20155 Q 2 2:12 3 3/16" pV SDS INSIDE CLOSURE r�� XC )B" m WALL PANEL TAPE MASTIC 3:12 4:12 3 3/4" 4 5/16" 1 #12 X 1 1/4" SOS 1 TRIM: GF -4 (112 TAPE MASTIC m o X 1 1 4 SD 5:12 5" 1 (3 -PER ET.) O x�}}12 (3 -PER FT.) #5-TEK SCREWS 6:12 5 5/8" 2" ROOF SHEET 90,■ ANGLE: SA -12 - ROOF SHEET c W EAVE TRIM . �/ INSIDE CLOSURE ANGLE: SA -12 TAPE MASTIC (or GUTTER) GABLE TRIM ZA-10, SEE T .r ti '"i r. I �►3r4� B" .4 DETAIL: A1O .-- DIMENSION "A" CORNERHINDAPIBLE /12 X 1 1/4" SDSk. TRIM: EF -1 - EAVEP-1) BEHIND GABLE & EAVE GABLE FLASHING PAST LAVE FLASHING (2_pER FT. Z a a EXTEND TRIMig v' X12 X 1 1/4" 53 1111 THEN CUT GABLE FLASHING BACK TO EAVE BASE TRIM: BF -1 (2 -PER FT.) FLASHING LEAVING TOP PORTION OF GABLE TO COVER ROOF PANEL 14 X 7/8" SOS (2 -PER FT.) #14 x 7/8" SDS "B" SKID FRAME: F-1 j:FLASHING (12" O.C.) OUTSIDE CLOSURE EAVE STRUT DIMENSION NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO EAVE FLASHING OUTSIDE CLOSURE INTER RIDGE ENERGY WALL SHEEP 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 I 1- 1 ENDWALL SHEET I rO v TRIM: RC 1 ROOF SHEET , 4 -11-. 4_"1 14 )).c7/)/3" .SDS 12" . 1 14X 7/8" SDS 1 12" 0..)I 1 I WALL SHEET TAPE MASTIC �t•�4� I ►� - - TRIM: CF -2 I - 14X 7/8" SOS 12" O.C.) I OPENING I f 1 I I �12 X 1 1/4" SDS 3 -PER FT.) L' I INSIDE CLOSURE W 0 _-_-------__ SIDEWALL SHEET WALL SHEET 1 -;';:4 I -- - -- El ct VQ v - -'� - - #12 X 1 1/4" SD OPENING or POP -RIVET 1 1/4` SDS PEAK PLIRLIN TRIM: HS -1 BY: DATE: (212-PERX FT) TRIM: WJF 2 BT 10/30/14 OUTSIDE CLOSURE FIELD TRIM SHEET 6 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 TRIM: HS -1 (USE HS -2 AT SILLS THAT ARE ABOVE 6'-0") INSIDE CLOSURE WALL SHEET TR -34) 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 LE-fdar z4EEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR /ND/WDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS. 2. FOR CABLE BRAC/NG DETAILS REFER TO DETAIL DRAWING SHEETS J. FIELD SLOT FLUSH MOUNT C/RlS FOR CABLE BRACING AS REOD as BY: BT DATE: 10/30/74 CK: BWT DATE: 10/30/14 JOB # 7129 DWG #: D3 O USE APPROPRIATELY RATED LWTING / DEVICES TO PICK 4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE:314=1'-0' (4) - I5 E.W. T8B 3)" EPDXY ANCHORS (4) -#4x 5 - SECTION SCALE: 314,1,0' 45 ® MID -DEPTH SEE NOTE 4 COMPACT NATIVE 501L SURROUNDING FOUNDATIONS IN 8" LIFTS (TVP.) �45x TO MATCH HORIZ T8B BARS SEE NOTE 3 COMPACT NATIVE SOIL (SEE NOTE 2) 31 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 AC1318.11 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . CONCRETE STRENGTH TEST SFUU.L BE PERFORMED RI ACCORDANCE WITH THE REQUIREMENTS OF ACI -318 CHAPTER 5. 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY 8 CLASS I,0 AT 28 DAYS CEMENT TYPE WIC RATIO AIR CONTENT MAX SLUMP F FREEZING THAWING C CORROSION PROTECTION S SULFATE EXPOSURE P PERMEABILITY F2 C1 01 PO 4500 psi 110 0.45 4.5%10 7.5% 4'TO6" 3. AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO 'SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 4. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602. 5. REINFORCING BMS SHALL BE DEFORMED, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A815 INCLUDING SUPPLEMENTARY REQUIREMENTS SI, GRADE 80. 6. EXPOSED CORNERS SHALL BE CHAMFERED 3/4" 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. 30'-0' (REF) BUILDING FRN IE 14'-8" 4' (REF) (2)-i'i0x 10' LONG HLT1 HA5-E R005 HOT DIP GALV. PER ASTM A153, FIELD LOCATE (MIN. ANCHOR SPACING = 4") (SEE EPDXY ANCHOR ROD DETAIL 8 ANCHOR PATTERN DETAIL) TYP. 8 PLACES 84 LIFTING LUGS (TYP.) BUILDING FRAME OUTLINE (REF.) 1'-7117 1-71/7 3' 3" N30 WELLHEAD BUILDING FOUNDATION PLAN SCALE:3/8'=1',O' FOUNDATIONS 8 BUILDING FRAME ///— W8 (E) BULDING FRAME OUTLINE (REF) ,ffp«-peer *may,/ ay,/ ,e-e-riJ \\ ,7sered V7e Ce 74of e'e'"l / kt it A./74. HAS -E THREADED ROD ASSEMBLY WITH NUT 8 WASHER (SEE ANCHOR NOTE 1) )UGH DONS (TOC) DRILL BIT DIA. 718'0 HILTI ANCHOR ROD HIT -RE 50600 EPDXY ADHESIVE SYSTEM EPDXY ANCHOR ROD DETAIL SCALE:NOPE ANCHOR ROD NOTES: 1. NUTS SHALL BE ASTM A-563, GRADE 5, WASHERS SHALL. BE ASTM F-436. 2. ANCHOR RODS SHALL BE SET WITH A TEMPLATE. CLEAN OL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING REFERENCE DRAWINGS DWG. 140. NO. ,. °ALIEN, PROJECT DESCRIPTION PRO). AFE EPCM Co. EPCM No. APPD. ISSUE STAGI DATE 05 CHKD. APPD. Im.-uroo) 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 THF FAH JMK Bid (-) Comb. (0) 2014-05-23 • THE EAH JMK AS-bwll (-) ENGINEERS STAMP NOTES: 1. REFERENCE BSC STEEL PROJECT NO. 6806-A FOR BUILDING DRAWINGS, DESIGN CRRERLA AND LOADING. 2. PRESUMPTIVE SOL ALLOWABLE LOAD-BEARING VALUES FROM BC 2012 TABLE 16062 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 c. 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 BULDING MOVEMENT FROM FROST ACTION. 4. FINAL GRADE SHOULD BE AT OR NEAR T.O.C. TO PREVENT DEBRIS BLOWN INSIDE BULDING. 5. IN AREAS OF FRACTURED CONCRETE EDGE L ST ES , BE TAKEN FROM CRACKIFRACTURE LINE AND ANCHOR SHALL BE INSTALLED IN WM MASS OF EXISTING WELLHEAD FOUNDATION. A 5 L.) 5) 0 0 V) U 0 0 0 w 3 E 0 U 0, 3, 0 encana. - natural ga� "F11KN N30 WELLHEAD BUILDING GARFIELD, CO FToe WATER INJECTION is'Eo. 26—T4S—R96W seue NTS (D Size) I r04 13005-02 H 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(e) R� NORTH PICEANCE 0.55 FILE No. R NP -N30 -W-5300 WELLHEAD BUILDING NP -N3 71- 8 8 ml A NI 44