Loading...
HomeMy WebLinkAboutPlansx CONDITIONS OF PERMIT BLCO-3-15-3548 EnCana Oil & Gas Pump Bldg. # 3 @ 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 Si INSPECTIONS GA s;FFL) COUNTY DATE E 3,/)-r( 1/..- I'yO lNSF'ECi I1L N Viii T i' C'a.JT H E. S PLANS S 0i`sC- i of 6LRE-U3-15-3548 s co CO rtiLn 0 cn171 M Cx7 L A o CO v = w m v E c W C1 Encana C19 Injection Well •- • ENCANA OIL 8r GAS INC • ' • ••191727400012 I../ "_• `' • A ' ' Area:15,800 acres ,. , ,t • . r 3 -mile radium indicated by dark red circle at point closest to affected parcel. Legend Ei Well Location - Local Roads 8191727400012 (Area: 15,800 acres) Parcels 1.25 2.5 5 Miles w PRD.ECT NO 0.12 0170 DRAWN BY Jenna MuNbch DATE. 28/12 ENCANA C19 INJECTION WELL VICINITY MAP GARFIELD COUNTY, COLORADO OLSSON ASS©CtA1f FS 826 21-1/2 ROAD GRAND JUNCTION, CO 81505 TEL 970 263 7800 FAX 970 263 7456 FIGURE V-1 LEGEND: (Ln 0 PROPOSED LOCATION 14. Uintah Engineering & Land Surveying SS South 200 Most Vernal. Utah 84078 (435) 789-1017 FAX (435) 789-1813 Encana OIL & GAS (USA) INC. 0 'V 1% }, 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 SCALE: 1:10k000 1 DRAWN BY: J.L.G. 'REVISED: 00-00-00 A TOPO SCALE: 1" = 80' DATE: 07-15-11 DRAWN BY: D.R.B. SWMP LEGEND: SCE - STABIUZ£D CONS1RUC170N ENTRANCE ST - SEDIMENT /RAP NOTE. Fare Pit is to be located o min. of 100' from the Well Head SURFACE USE OF LOCATION /S GRAZING, kECETA770N CONS/srs MA/NL Y OF SAGEBRUSH, OAK BRUSH & NA TIDE GRASSES 10' 10 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\. II Existing 2 -Track—..- \\ -Track --_II Proposed Pipeline II II II II II Construct --\ Bar Ditch Install 18" Cu/vert OCene,t Pit B•II a 581'00'54'E 230' ,Berm Cut Slope Diversion 115' Berm 20' Spooin LJLJLJLJLJLJ 3—Phare Meter Nooses Production Equipment Area (125'(75') Tm8 g Access Rood RipRap 0 a I I \ �R Pod 2 Wel/ 0 H I61' 11 11 II i\o g J 55' �.. Injection Pump Buildings II Detention Pond 1240 Berm Berm 150' SCALE 'Sheet le of 11' Detention Pond Cut Slope- Diversion Detention Pond EE160' 11 11 `1 11 11 Existing 2- Track \\ 10' UINTAH ENGINEERING & LAND SURVEYING 85 So. 200 Nast • Vernal. Utah 84078 • (436) 788-1017 GENERAL NOTES: THE STRUCTURE UNDER THIS CONSULT B&C CONTRACT CORP. EBEFORE NANY TOAED LERATIONTHE ADONS AND CONDITIONS SHOWN THE STRUCTURAL SYSTEM THESEIS LLOADS �B&C STTEEL WILL ASSUMEPNOERESPONSIBILITY THEFOR AANY ILO ADS THATEAREONOTRINDI INDICATED. OR PERTINENTLPRBUILDINGOCEDUREI S DESIGNED IN AND RECOMMENDATIONSDANCE OF THEITH OLLOWINGRD PRACTICES ORGANIZATIONSW&ICH ARE CODES: BASED UPON 7. THE AM RICAN INSTITUTE OF EL CONSTRUCTION: "SPECIFICATION F THE DESIGN FABRIATI•N & E' CTION •F S RUC URAL STE L F0' FUI , N TII T "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 3 AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE:" AWS 11.1 4 MEM : UILDING MAN ACT KERS AS ,Ch TIO " 0 . RIS T D FRAMES AND MATERIAL STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECABRICATION OTIONS) HAVE AF PRIMARY I ALLMINIMUM YIELD (POINT F 50WIDE OFLANGEKIBEAMS, RETC )N SHALLWBE MINIMUM N 050 K.S.L.IGN MATERIAL ALPROPERTIES OF COLD -FORMED MEMBERS IGH GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570, GRADE 55 WITH A MINIMUM YIELD STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL POINT OF 55 K.S.I. 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 ALL STEEL BOLTS & FASTENERS SHALL RECEIVEOTHERWISE NOTED.SHOP COAT INHIBITIVE PRIMERR(UNLESSTSPECIFIED OTHERWISE IN THE CONTRACTEDOCUMETS).OF IRON OXIDE CORROSION M N MANUA PANEL NOTES: FLAT SURFACES MAY DISPLAY SLIGHT WAV/NESS TH/S PHENOMENON, KNOWN AS "0/L 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/ON. INSTALLATION OF MATER/AL CONSTITUTES ACCEPTANCE. BU/LD/NG LOADS / DESCR/PT/ON: WIDTH: 8 LENGTH:30 _ HEIGHT: 8 /B (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 S TO THE OCALIRM THAT BUILDING THESE LOADS COMPLY WITH THE DEPARTMENT. 3 PSF (ROOF PANELS, PURLINS, ETC.) 2 PSF 20 PSF 75 PSF 115 MPH ,EXP: C ROOF DEAD LOAD: COLLATERAL LOAD: ROOF LIVE LOAD: ROOF SNOW LOAD: . BASIC WIND SPEED: SEISMIC DESIGN CAT: SEISMIC COEF: 0.465 IMPORTANCE FACTORS: SEISMIC: 1.00 WIND: 1.00 SNOW: 1.00 OTHER DESIGN CONSIDERATIONS: PURCHASER RESPONSIBILITIES: INTERPRETEDFA D APPLIED THE REQUUIREME TS OF CORP.NGS INDICATE THAT B & C STEEL CORRECTLY THE CONTRACT DRAWINGS AND SPECIFICATIONS. WHERE AND ES, STRUCTURAL STEEL PLANS BSHALL GOVERN. (SECT. 4.2.1 ASCEEN THE B & C STEEL SCODE OFESTANDARD PRACTICE 9THR OTHER ED.) THE ED.) E T TEEL CORPORAT ONDARETITHE RESPONSIBILITY OF TERIALS ITHETHE CON CONTRACTORS ANDWHICH ENGINEERS FURNISHED HER THAN B & C STEEL CORPORATION UNLESS SPECIFICALLY INDICATED. IBY SIGNNG THE APPROVLN THE IBOX BELOW, ITA ISD UNDERSTOOD THATRB&CTHE STEELOCORPORATION VED" OR RWILL PROCOVED AS EED "WITH CTHE E 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: DRAINAGE. ROORNG PANEL BUNDLE BUNDLES EXPOSED TOS MOISTURE FOR EXTENDEDSPERIODS OULD BEF FOREVATED ON ONE END EXPOSED TO MOISTURE TIME SHOULD BE TARPED. COMMON ABBREV/A T/ONS & PIECE MARKS: 14. QTY = QUANTITY) 15. QNT = QUANTITY) 16. EL = ELEVATION) 17. ELEV = ELEVATION) 18. F.F. = FINISHED FLOOR) 19. T.O.B. = TOP OF BEAM) 20. DIA. = DIAMETER) 21. GA. = GAGE) 22. EC- = ENDWALL COLUMN) 23. ER- = ENDWALL RAFTER) 24. RF1- = RIGID FRAME) 25. 26. 0.C. N/A APPLICABLE) = ONCENTER) 1. EW 2. SW 3. SIM. 4. TYP. 5. B5 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) 27. G- = GIRT) 28. P- = PURLIN) 29. E- = EAVE STRUT) 30. J- = MISC. JAMB) 31. H- = MISC. HEADER) 32. DJ- = DOOR JAMB) 33. DH- = DOOR HEADER) 34. WJ- = WINDOW JAMB) 35. WH- = WINDOW HEADER) 36. LOC = LOCATION) 37. REQ'D= REQUIRED) 38. EXIST.= EXISTING) 39. CONC.= CONCRETE) FACIA BACK rAlvt� (NOTE: SOFF/T PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPECIFIED) BU/LD/NG TRIM COLOR SCHEDULE DESCRIPTION GABLE / RAKE DOWNSPOUTS CORNER TRIM FRAMED OPENINGS OTHER (SPECIFY) (NOTE: DOWNSPOUT COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) ACCESSOR/ES INCLUDED: DESCRIPTION: FIELD LOCATED 3o7oM SF WALKDOOR K/T (COLOR TO MATCH WALLS) COLOR PURCHASER: TP./ PROJECT: HUNTER R/DOE ENERGY /NJ£CT/ON WELL BLDG • JOB NUMBER: 7129 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 NOTE: APPROVAL COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITHACOLOR. DOOR CLOSER PAN/C DEV/CE 4'-0" x 4=0" ADJUSTABLE LOUVER (PAINTED TO MATCH WALLS) REVIEWED vv�^ By Richard T Smith at 4:22pm: Feir243 015 ( NOTE: (1) BUILDING SHOWN - (6) BU/LD/NGS REQUIRED 3 N' '-4" Center to Center of Anchor 29'-4" 14'-8" 14'-8" 2" 2" 2" r 1 f - I " I r-- fl N DETAIL "A" DETAIL "A" 2" - 2" 14'-8" 1 I I I I I I I 1 I 1 DETAIL "A" /-DETAIL "A" r �i 1 I" " 1 2/21 14'-8" DETAIL "A" DETAIL "A" L -J 2" 2" ANCHOR BOLT RIIING PLAN r DETAIL "8" 7 30'-0" FLOOR FRAMING / SKID PLAN /p/44/45, DETAIL ' - REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 1 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. CJP4 = Complete Joint Penetration CJP4 TO BOTTOM FLANGE (TYP.) DETAIL B W8x3 SKID 0 0 (EP3-129) 3/8" X 4" X 8" PLT. w/7/8"0 HOLES. DETAIL C 0 N 0 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7 129 DWG #: Al a ti NOTES.' 1. REFER TO ENCANA DRAWING• NP—N30—W-5300 FOR FO! 2. REFET TO SHEET A2 FOR BUILDING REACTIONS. J. ANCHOR SOUS TO BE SET TO f 1/16" IN LOCATION & REVISED TO MATCH ENCANA PLAN: NP—NJO—W-5300 a s 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 H or V are reported. 2. Positive reactions are os 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 Lood (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 are: 1 Dead +Collateral+0.75Snow+0.45Wind_Left1 +0.75SIide_Snow 2 Dead+ Collo teral+0.75Snow+0.45Wind_Right1+0.75Slide_Snow 3 0.6Dead +0.6Wind_Left 1 4 0.6Dead+0.6Wind_Right1 5 0.6Dead+0.6Wind_Left2 6 0.6Dead+0.6Wind_Right2 7 Dead+Collateral+F1UNB_SL_L 8 Dead+Collateral+F1UNB_SL_R FRAME LINES: 1 2 3 O O COLUMN LINE fV V RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmox V Load Hmin V Line Line ID H Vmox 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* 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 -Woll - 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 Endwoll B_SW A 2,1 0.5 0.2 0.3 0.1 [REVIEWED lBy Richard T Smith at 4:22 pm, Feb 26, 2015 QE OTEEL 2535 N. 10th ST. ° GERING, NE 69341 (308) 632-6188 NOTES' 1. Anchor Bolts and other embeded items ore not by B&C STEEL. 2. Foundation and other Concrete Design is not by 8&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 #: 7129 DWG #: A2 SPLICE PLATE Sc 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" 8"/12" 8"1/4.. -43" 12 12 12 1" x 5" x 8" PLT. (4 — LOCATIONS) PLATE IS CENTERED ON TOP OF COLUMN LIFTING POINT DETAIL WI SL CLIPS / ANGLES FRAME LINE 1 & 3 ❑ ID MARK/PART 3 ZA-7 ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL. INSPECTOR. PROVIDE APPROVAL. REPORT AT FRAMING INSPFr,TION Q3" 12 12 W8x31 SKID FRAME Clearance +/—° W-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION — LINE: 1 W8x31 SKID FRAME (F-1) Clearance +/- 8'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION — LINE: 2 MEMULN SILL IABLL MARK RFI -1 RF1-2 MEMBER WBx13 W8x13 LENGTH 8'-0" 3'-4 3/4" WEIGHT 131 66 REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 W8x31 SKID FRAME (F-1) 6'-8" Clearance +/- 8'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION — LINE: 3 12 co 2535 N. 10th ST: GERING, NE 69341 (308) 632-6188 NOTES' 1. Structural joints with A.S1.M A325 Bolts shall be assembled and tightened according to the 7um of the Nut Method" as described in the Specification for Structural Joints using A325 or A490 Bolts 2. Flange Brace holes in guts at sidewall (if req d) must be field located os req'd. See detail sheets for more leaf -motion. PROJECT' HUNTER RIDGE ENERGY LOCATION:RIFLE, CO JI W co V j PROJECT' HUNTER RIDGE ENERGY LOCATION:RIFLE, CO BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: El —FG -1 4" c 30'-0" OUT—TO—OUT OF STEEL 14'-8" 14'-8" E-1 6'-0" (Erector to Locate) F-1 I RF1-1C 6'-0" Erector to Locate) 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 14'-8" 30'-0" OUT—TO—OUT OF STEEL I RF1-1B G-2 3o7o (Field Locate) G BA -200 WH -2 WH -2 \ I / \ \ IG -1/' / / / SA -12 T3 \ F-1 I RF1-1C 9'-8" 4'-0" I RF1-1A 1'-0' BACK SIDEWALL FRAMING ELEVATION @ FRAME LINE A I RF1-1B LOUSE 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 EJ 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDIV/DUAL FRAMING DETAILS REFER TO DETAIL DRAW/NG SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAW/NG SHEETS. 7 FIELD SLOT FZUSH MOUNT GIRDS FOR CABLE BRACING AS REOO. PROJECT. HUNTER RIDGE ENERGY LocArioN RIFLE, CO 0 1 G-1 < I I II (Field Locate as Req'd. for Solar Panels) \\ I \\\ I /// \ I / \ / ot H6 / \ / \ z / / P. ----- / SA -12 1 T \ \ \ BA -200 \I 3070 (Feld Locate) F-1 I RF1-1C 6'-0" Erector to Locate) 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 14'-8" 30'-0" OUT—TO—OUT OF STEEL I RF1-1B G-2 3o7o (Field Locate) G BA -200 WH -2 WH -2 \ I / \ \ IG -1/' / / / SA -12 T3 \ F-1 I RF1-1C 9'-8" 4'-0" I RF1-1A 1'-0' BACK SIDEWALL FRAMING ELEVATION @ FRAME LINE A I RF1-1B LOUSE 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 EJ 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDIV/DUAL FRAMING DETAILS REFER TO DETAIL DRAW/NG SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAW/NG SHEETS. 7 FIELD SLOT FZUSH MOUNT GIRDS FOR CABLE BRACING AS REOO. PROJECT. HUNTER RIDGE ENERGY LocArioN RIFLE, CO < <J W Q V j PROJECT. HUNTER RIDGE ENERGY LocArioN RIFLE, CO BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #: 7129 DWG #: E2 0 30'-0" OUT -TO -OUT OF STEEL 0 0 14'-8" 14'-8" -.-._ RF1-28 _ r — `moo _ _` 1 E RF1-2A RF1-2C C:8-2 — — P-1(Typ) Ce,2 C P-1(TYP) 4 RF1 -2C — — ` P-1(Typ) — — RF1-2A P-1(Typ) RF1 -2B ROOF FRAMING PLAN E-1 BA -200 4" 0 0 N ..„o I v," RC -1 `moo ROOF SHEETING PANELS: 26 Ga. "PBR" COLOR: Covert Green REVIEWED By Richard T Smith at 4:22 pm, Feb 26, 2015 Di= OTEIEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAW/NG SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REOD J .c BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB 11: 7129 DWG #: E3 EF -1 BF -1 FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE B PANELS: 26 Ga. 'POR' - COLOR: Covert Green Lacs L.i-k4es et`Gdueliap 5 pP/ 9 rg. S loo $ EF -1 BF -1 1,y%/,d l M/i/,,f fe, Zee? z'/3e (/ /Z 1 0 Z.. 1 O-, co << HS -1 0 -1 N HS -1 N 3 HS -1 N -, 3 0 N N lo Li li 3 3 BF -1 FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE B PANELS: 26 Ga. 'POR' - COLOR: Covert Green Lacs L.i-k4es et`Gdueliap 5 pP/ 9 rg. S loo $ EF -1 BF -1 1,y%/,d l M/i/,,f fe, Zee? z'/3e (/ /Z 1 0 Z.. 1 O-, co << HS N ti -1 N HS -1 N 3 HS -1 N -, 3 BF -1 BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. "PBR" - COLOR: Covert Green [By Richard T Smith at 4:22 pm, Feb 26, 2015 REVIEWED 12 MA -3R T ro BF -1 3"1\ 12 RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Go. "PBR" - COLOR: Covert Green Q3" 12 MA -3R BF -1 3" 12 LEFT LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Ga. "PBR" - COLOR: Covert Green a[ V4EFIL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: L FOR INDIVIDUAL SNEEZING' & TRIM DETAILS REFER TO DETAIL SHEETS 2 PANEL START DIMENSION /S CENTER OF f7RST HT -RMB TO STEEL LINE. J. /F N0 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 16" 16" .9 - SCREWS PER PANEL x 1 1/4" S.D.S. (TYP.) SAVE STRUT PURLIN IC 16" 16' 16" 16' 16" 16, 16' ETC, t 1 y Y t Y T T t T _t_ `/12 7 $ T $ �__,__\ i i $ 1 i ( EAVE STRUT EZI 3 )(�(, 0:S — - -- FASTENER SPACING FOR TO ROOF PANEL EAVE STRUT. FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. #12 x 1 1/4" SD 1/2" X 1 1/4" 4325 BOLTS OVIEEL ~ 111111--EXTERIOR 12 x 1-1/4' S.D.S. PANEL to RED IRON) 6 - SCREWS PER PANEL _ _ _ _ - 2535N. 10thST. " GERING, NE 69341 (308) 632-6188 I. ~ PANELS /14 x 7/8' S.D.S. I I I $I _ - _ "' '- o LINER PANELS (PANEL to PANEL)Th 14 x 7/8" S.D.S. FASTENER SPACING FOR WALL PANEL TO EAVE STRUT.`PANEL PURLIN BRIDGING ANGLE 12 x 1 1/4(BA200) to PANEL) FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIDE) PURLIN. CIRT BRIDGING ANGLE /FASTENER SPACING FOR THE END OF SOFFIT PANELS. 114 x 7/8' SDS 3 - SCREWS PER PANELGIRT 12z 1 1/4(BA-200)ZEE ANGLE: ZA-10 ATTACH TO RAFTER 4.- - TAPE MASTIC g CAPILLARY $ $ I I I(RLY)! SHOP WEL; AT 24w/ 5 O.C.-TEK SCREW TO SIDErpp Ll��1. NOTES: I. FOR /NDMDUAL FR444/NC OETA/LS REFER TO DETAIL DRAW 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAM 3. FIELD SLOT FLUSH MOUNT GIRIS FOR CABLE BRACING - 4- ~ o %GROOVE-�--� I - FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. NOTE BRIDGING (SAG) ANGLE AT ENDWALLS IS i0 ATTACH •••••••b�/s i ( ••• D T. ••• F / V • P 6'1,N - FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. TO GIRT AS SHOWN AND i 0.- °' PANEL SIDELAP DETAIL FASTENER SPACING FOR ALL LOCATIONS AT LINER/PARTITION PANELS. ATTACH TO THE NEAREST PURLIN ABOVE. : �: FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. (/]rte / • 5q'51 5 1 • i • PANEL to PANEL (STITCH SCREWS) PANEL to RED—IRON FASTENER SPACING PURLIN / GIRT BRIDGING (BA -200) DETAIL A10 PURLIN TO END RAFTER llips��� ••• •• DOOR CHANNEL: CH -24. NOTCHED LEGS ATTACH TO OUTSIDE OF GIRT AND THE 1`Fss/ ``.4 `��\ �N `L`�� CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w/;#10 x 1' PANCAKE HEAD SCREWS.I 1/2" x 1 1/4" A325 BOLTS --- SICEWAL_ I 1/2" X 1 1/4" 1/2' X 1 1/4" I GIRT A325 BOLTS A325 BOLTS "REVIEWED SELF -FRAMING WALKDOOR KIT III I CORNER COLUMN Richard T Smith 4:22 Feb 26, 2015 #10 x 1" PANCAKE �. _ _ _ FRAME RAFTER FRAME COLUMN at pm, EAVE STRUT HEAD SCREW EAVE II Q+ ..w.in FLAT SIDE OF GIRT CH -24 CLIP FIELD CUT ------ -01- ----�'© G 11111.11 I I +�---- 1 Ii��,l, I a a .„..s + I �- I I+ �O I + I 01 I I+ I + 1 SELF -FRAMING - - - - - - _ — —WALKDOORRT II KIT 10 x 1" PANCAKE S-TEK SCREWS PURCHASER.• T.P.I. PROJEcr. HUNTER RIDGE ENERGY O V ^ Lj V 000/? I CLIP HEAD SCREW DETAIL GIRT TO DOOR FRAME ZEE ANGLE: ZA-7 ENDWALL GIRT (ATTACH ONE NEAR BASE OF COLUMN ALSO) PURLINS GIRTS MAKE SURE DOOR FRAME IS PLUMB AND SQUARE BEFORE ATTACHING ALL SCREWS ON CH -24 CLIP. AC1 SELF—FRAMING WALKDOOR DETAIL D13 GIRTS TO CORNER COLUMN Ell; PURLINS TO RAFTER ®, GIRT TO MAIN FRAME COLUMN EAVE STRUT (TYP.) EAVE STRUT 1/2" X 1 1/4" A325 BOLTS (TYP.) 1/2" X 1 1/4" A325 BOLTS JAMB 1/2" X 1 1/4" COLUMN JAMB A325 BOLTS 1 II O1 11 11 COLUMNrO 11 -T lO L- If O I 11 + I O I 17,71p OI �I 11 ,_, -- II ---- I I I j - II II I I 1O IIII 11 L 11 11 II II 11 SHOP WELDED CUP TO SIDE OF COLUMN 11 11 SHOP WELDED CLIP TO SIDE OF COLUMN MAIN FRAME COLUMN MAIN FRAME COLUMN GIRT FG -1 (GIRT) 1/z" X 1 1/4" BY: BT DATE: 10/30/14 ELEVATION ELEVATION A325 BOLTS SECTION ELEVATION CK: BWT DATE: 10/30/14 JOB #' 7129 EAVE STRUT TO RIGID FRAME I® EAVE STRUT TO RIGID FRAME K3 GIRT TO JAMB �' COLUMN TO JAMB DWG #: D1 • • EAVE STRUT -1 COLUMN OR START CABLE AT ORANGE LINE ON CABLE GRIP I=1 1/2" X 1 1/4" RAFTER WEB ],filf-- A325 BOLTS HEADER CABLE II CABLE COLUMN OR RAFTER WEB i... SLOT IN WEB 11 BRACETO INSERT 11 EYE 11 � II c L Z 4 EEL 1 '��•�• .-. CABLE DRIP • i i HILLSIDE WASHERWRAP 2535 N. 10th ST. I, o O 1 I 11,, AROUND CABLE �7 I I BRACE EYE t? I GERING, NE 69341 (308) 632-6188 = J'�� I I CABLE GRIP ; ���\\\\\��� WRAPPED`: 111 �I _ AROUND CABLE Lien I JC -1L (SHOWN) JC -IR (DPP. HAND) 1/2" X 1 1/4" _,�_ . 11 I �&DO I. EYEBOLT II �'O••P�•T,�.•?`�F,, )ETAILS REFER TO DETA/L DRAW/NG SHE ' . AILS REFER TO DETAIL DRAWING SHEETS. T G/RTS FOR CABLE BRACING AS REOD I A325 BOLTS I • • I I NUT i V • . ' S4y • /�;, CABLE SLOT IN WEB I I vi/FLAT WASHER •s✓ • TOINSTRT i / START CABLE AT _ • JAMB• SECTION ELEVATION JAMB SECTION ELEVATION ORANGE LINE ON CABLE GRIP .• 551 • • • / -t1 • • • •-•<, 1,1 uSi JAMB TO EAVE STRUT ® HEADER ��%\� NAl-N� TO JAMB Q1 DIAGONAL CABLE, BRACE EYE END Q2 ! DIAGONAL CABLE, EYEBOLT END SLOPE ROOF PANEL REVIEWED o 1:12 2 9/16" 8y Richard T Smith at 4:22 pm, Feb 26, 2015 c. - 2:12 3 3/16" ce v 01 WALL PANEL 3:12 3 3/4" INSIDE CLOSURE - 14 X 7 /8" SDS 12" O.C.) Q TAPE MASBC 4:12 4 5/16" X12 X 1 1/4" SOS 1 TRIM. GF 4 m ks- " 12 X 1 1 4 SD 5:12 (3 -PER FT.) , TAPE MASTIC o m o 3 -PER Frs /5-TEK SCREWS 6:12 5 5 B" 2" 4 90 �� ROOF SHEET 2 V G' INSIDE CLOSURE ROOF SHEET TAPE MASTIC ■ \.�� EAVE TRIM _ ANGLE: SA -12 CC C -C 0 0 V ANGLE: SA -12 (or GUTTER) GABLE TRIM ZA-10, SEE ti "i �. -_ - ►=1r — - •B--4 1...- CP -1 DETAIL: A10 X11_ DIMENSION "A" CORNER PIECE (CP -1) 12 % 1 1 4 SDS h TRIM: EF -1 BEHIND GABLE & EAVE EXTEND GABLE FLASHING PAST EAVE FLASHING THEN CUT GABLE FLASHING BACK TO (AVE TRIM. i 2 -PER FT. �� r = a a 112 X 1 1/4" SD /// BASE TRIM: BF -1 J (2 -PER FT.) X14 x 7/8" SOS -,. FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL #14PER7/8" SDS SKID FRAME: F-1 (12" O C) DIMENSION "B" OUTSIDE CLOSURE INTER RIDGE ENERGY OUTSIDE CLOSURE SAVE 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. BASE OF PANEL AT SKID TR -1 STANDARD EAVE DETAIL TR -14 CP -1 CORNER PIECE DETAIL TR -18 STANDARD GABLE DETAIL C-23 V TRIM. RC 1 ROOF SHEET1.,, 4 -1i (11Z 00.C)8" SDS i I ENDWALL SHEET 1 (1214" 7 8" SDS 1 I \ kis TAPE MASTIC 0.�.)X 1 WALL SHEET ° �* -- - TRIM: CF -2 14X 7/8" SDS 12" O.C.) OPENING I I 1 I 1221 1 4 SDS (3PER FT.S " I CLOSURE iINSIDE V O 1 -4..-. .....,...LQ I SIDEWALL SHEET WALL SHEET -�� L _ _ OPENING R w 112 2 1 1/4" SD #12 X 1 1/4" SOS PEAK PURLIN or POP -RIVET TRIM: 1-15-1 (2 -PER FT.) OUTSIDE CLOSURE TRIM: WJF 2 BY: DATE: TRIM ID BT 10/30/14 FIELD SHEET OPENING AS REQUIRED CK: SWT DATE: 10/30/14 TR -23 RIDGE DETAIL TR -26 STD. OUTSIDE CORNER DETAIL UM JAMB TRIM DETAIL TR -33 HEADER TRIM DETAIL JOB # 7129 DWG #: D2 • • WNDCW SILL - 12 X 1 1/4" SD (2 -PER FT.) [ TR -34 TRIM: HS -1 (USE HS -2 AT SILLS THAT ARE ABOVE C-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 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDIVIDUAL FRAM/NC DETAILS REFER TO DETAIL DRAPIWG SH&E/5. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS J FREED SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REO'D. as BY: BT DATE: 10/30/14 CK: BWT DATE: 10/30/14 JOB #. 7129 DWG #: D3 CJ c r� O 0) 0) 0 Y /`- USE APPROPRIATELY RATED UFTNG DEVICES TO PICK 4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE 314,F-0' AO SECTION SCALE 314-=70 CONCRETE CONSTRUCTION NOTES / SPECIFICATION 5 NS @ MID -DEPTH SEE NOTE 4 COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN 8' LIFTS (TYP.) 05x TO MATCH HORIL T813 BARS COMPACT NATIVE SOL (SEE NOTE 2) SEE NOTE 3 4 0 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI -301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST 6IX110N, AND ACI -318-11 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI -318 CHAPTER 5, 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY 8 CLASS PcAT 25 DAYS CEMENT TYPE WIC RATIO MR CONTENT MAX SLUMP FREEZING THAWING CORROSION PROTECTION SULFATE EXPOSURE PERMEABILITY P2 C1 S1 P5 4500 psi WI 0.45 4.5% TO 7.5% 4'T06' 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 BARS SHALL BE DEFORMED, INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A815 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 (AEC) CODE OF STANDARD PRACTICE. FOUNDATIONSB BUILDING FRAME 30-0' (REF) BUILDING FRAME N30 WELLHEAD BUILDING FOUNDATION PLAN SCALE:3/8'1'W -- BUILDING FRAME OWUNE (REF.) 4' (REF) sig (2)-3',"Ox10'LONG HLT HAS.5 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 1.711? - 54 LIFTING LUGS (175.) 111 3'3" 2, g its --/k ?' --=e.uk t' HAS -E THREADED RODV-� WITH NUT & WASHER (SEE ANCHOR NOTED 7.0. ROUGH CONC (TOC) DRILL BIT DIA. 7r6'0 - HLT ANCHOR ROD HIT -RE SODSD 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 RODS SHALL BE SET WITH A TEMPLATE. CLEAN OL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING REFERENCE DRAWINGS DWG. NO. N DATE,) PROJECT DESCRIPTION PROJ AFE EPCM Co. EPCM No APPD i5SUE STAGE DATE ro) Y HKD APPD. PERMIT STAMP ENGINEER'S STAMP 2014-05-23 ISSUED FOR CONSTRUCTION 2014-07-21 REVISED BUILDING ANCHORAGE SE CAUTION : READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" Prelim. (A) 2014-03-05 TNF Earl Bid (-) Constr. (0) 2014-05-23 THE EAR JMK As -buil! (-) NOTES: 1. REFERENCE B&C STEEL PROJECT N0.6806,4 FOR BUILDING DRAWLNGS, DESIGN CRRERIAAND LOADING. 2. PRESUMPTIVE SOIL ALLOWABLE LOAD-BEARING VALUES FROM 85 2012 TABLE 1808.2 AREAS FOLLOWS, a. SOILS AT BUILDING LOCATION ARE ASSUMED TO BE CLASS 4 MATERIAL: SAND, SILTY 5060, 0LAYEY 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 RE MOBILE AND IS ABOVE THE FROST LINE. CLIENT ACCEPTS ANY BUILDING MOVEMENT FROM FROST ACTION. 4. FINAL GRADE SHOULD 8E AT OR NEAR T.O.C. TO PREVENT DEBRIS BLOWN INSIDE BOLDING. 5. IN AREAS OF FRACTURED CONCRETE EDGE .IST E ' ' L BE TAKEN FROM CRACK/FRACTURE LINE AND ANCHOR SHALL BE INSTALLED II MAIN MASS OF EXISTING WELLHEAD FOUNDATION. A encanima. natural gas N30 WELLHEAD BUILDING m GARFIELD, CO im"cE WATER INJECTION KT. 26—T4S—R96W NTS (D Size) 13005-02 SAMUEL ENGINEERING, INC. TEE STRUCTURAL CONCRETE — N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) AREA NORTH PICEANCE CLASS FILE N0. NP -N30 -W--5300 °wings Must CompIt a. 3 _DMDE_ROAD\