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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-2-14-3105 EnCana N30 Pad Injection Building I`/ Section 30, T4S, R96W, 6th PM Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 3) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 4) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 5) HELD VERIFY C.D.O.H. INSIGNIA IS AFFIXED AT FINAL INSPECTION. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 7) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL. /:Gl��1 /2zyu1/^e at tit/ • ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD ie ELECTRICAL. FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION sualici 70 MUD tI 1 Aialtwes GAM= MUNN M DtNIP Dotal 2/t. ley I'd0IFISPCCI" ON TrH0171' TIME PLANS ON SITE 61/4 V V BLCO-2-14-3105 DATE: 11-15-12 DRAWN 8Y: T.B. REVISED: 12-03-12 T.B. REVISE[: 12-05-12 J.G.G. REVISED: 12-13-12 T.8. REVISED: 01-08-13 T.B. LOT 2 7933 Bmar Coy 0.4 High, Mound of Stanas Lot: 39.67335J' Lang: 106707664' 1/4 Section Line Encana OIL & GAS (USA) INC. LOCATION DRAWING FOR WELL PAD SG N30 495 SECTION 30, T4S, R95W, 6th P.M. NE 1/4 SW 1/4 .5 7953 Bross Cop 124 High Lon 39.666664' Lam 108107683' A LOT 2 LOT 4 1/16 Section Line 1/15 Section Line Encana Oil & Gas (USA) Inc. Vault Cover Stockpile S/oshpile Run -On Protection L HEAD M0010-30 (NAD 83) Latitude: 39.670128' Longitude: 108.100122' Wattle Detention Pond S/ashpi/e II E2-xistinhoog k Slcshpile Toe of Berm Detention Pond 30 0 0 0 SCALE /Sheet 7a of 11' Ex/sting Divide Road Wattle Detention Pond Proposed County Rood Re -Route Sloshpile Toe of Berm II Existing 2 -Track Section Line 400' Offset from edge of Disturbance 7953 Brox CAo BS High. Mound of Sionoa Lon :9.666076' Long: 10909825J' D/SIURBANCE ACREAGE. 5. 498 t DRILLING OPERA 11055 3.155 f /N1ERIM RECLAIM CLAW—MT/4 USE CROP VNO: 0IRRIGATED D DRY LAND 0108900ED PA51URE 0 HAY MEADOW 0 CRP NON–CROP LAND: 0 RANGELAND 0 TIMBER 0 RECREATONAL OOTHER (Deacribe) SUBDIVIDED: 0 INDUSTRIAL 0 COMMERCIAL 0 RE51DEI40AL FUTURE LAND USE [FOP LAND: 0 IRfiGATEO 0 DRY LAND ❑ IMPROVED PASNRE 0 MAY MEADOW 0 CRP NON -CROP LAND: S 116141,0AND 0 RHBER 0 RECREATIONAL 0 0111ER (Deacriba) SUBDIVIDED: 01NDUS1RIAL 0 C000000AL 0 RE50EN11AL PLANT COMMUNITY 601071.9 Feature* (octanes nam 1EomD-30) 00751UR0ED GRAS0AND 0 NAIIVE GRASSLAND 0931RU0 LAND 07VINS RIPAflIAN 0 MOUNTAIN RIPARIAN II FOREST LAND 0 PET -ANDS AQUATIC 0 ALPINE 00111ER (Doxrlbe): Building N21111 11,400' Public Road 85714 260' Property Line 5271V 4,641' Utility S85V/ 5,343' Surface Water NOW 4,499' Railroad 502E 13.5 MILES S89 44 29"W - 2656.28' (Meas.) UINTAR ENGINEERING & LAND SURVEYING 86 So. 200 Boat n Vernal, UfaA 84078 a (436) 780-1017 REVIEWED By Richard T Smith at 12:09 pm, Jan 28, 20 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 CONSTRUCTION: "SPECIFICATION FOR THE DESIGN. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 2. AMERICAN IRON & STEEL /NSATUTE• "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELD/NG SOCIETY. "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BUILD/NG MANUFACTURERS ASSOCIATION: "LOW RISE SYSTEM BUILDING MANUAL." MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) HAVE A MINIMUM YIELD POINT OF 50 KI.S.I. FOR FLANGE & WEB AS REQ'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.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 RECENE 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 TH/S PHENOMENON, KNOWN AS 'OIL CANN/NG" CAN BE CAUSED BY STEEL MILL PRODUCT/ON TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND /S NOT A CAUSE FOR REJECT/ON. /NSTALLAT/ON OF MATER/AL CONSTITUTES ACCEPTANCE. BU/LD/NG LOADS / DESCR/PT/ON: WIDTH: 8 LENGTH: _ '50 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: C /4 > PSF BASIC WIND SPEED: SEISMIC DESIGN CAT: B SEISMIC COEF: 0.465 IMPORTANCE FACTORS: SNOW: 1.00 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 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 DF 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 PER/ODS 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. 15. QNT = 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. 0.C. = QUANTITY) QUANTITY) ELEVATION) ELEVATION) FINISHED FLOOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPLICABLE) ON CENTER) 27. G- 28. P- 29. E- 30. J- 31. H- 32. DJ - 33. DH- _ 34. WJ- _ 35. WH- = 36. LOC = 37. 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" Cover/ Green 26 SOFFIT PANEL Cover/ Green OTHER (SPECIFY) LINER PANEL PARTITION PANEL FACIA FRONT PANEL `FACIA BACK PANEL (NOTE: SOFFIT PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPECIFIED) f BU/LD/NG TRIM COLOR SCHEDULE DESCRIPTION COLOR GABLE / RAKE Cover/ Green EAVE TRIM Cover/ Green GUTTER TRIM n/o DOWNSPOUTS n/o CORNER TRIM Covert Green FRAMED OPENINGS Cover/ Green OTHER (SPECIFY) (NOTE: DOWNSPOUT COLOR WILL BE WALL PANEL COLOR IF NOT SPECIFIED) l ACCESSORIES /NCL UDED: QTY: DESCRIPTION: 2 FIELD LOCATED .3o7oM SF WALKDOOR ATT (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 R/DGE ENERGY (/NJECT/ON WELL BLOC) JOB NUMBER: 6806-A P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/SIONS: /.D DESCR/PT/ON DATE 0 NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. 4 29'-4" 6'—O" 7'-8" 8'-0" 7'-8" \ , —\ \ { t { DETAIL "A" DETAIL "A" DETAIL "A" IDETAIL "A" —'DETAIL "A" \_ 2" 2" 6'-0" /7—DETAIL "A" i \ / • 2° 2 7'-8" 7—DETAIL "A" / " 2 // 2" 8'-0" \ 1 1 DETAIL "A"7--- 1 A"J` DETAIL "A" DETAIL "A" /1 / 1 \2"t121 \2122 8" • \� ANCHOR BOLT SHIIING PLA OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. DETAIL A AB Dia= 3/4" /1 Ste e tglvieere A4fl /Asca' f144' . , ,gt'eat frr d 9 r DETAIL AIL "C"� I. / .`„..NNS �,,p,D 0 L ic4, I 11� �� J \ .•••......' (-5'<<\ • 35951 -o•• •• e•k� g►,'.4 ONAI. ,, LOCATION.RIFLE, CO REVIEWED By Richard T Smith at 12:09 pm, Jan 28, 20141 << 0 8" F-1 (W8x31) 30'-0" FLOOR FRAMING / SKID PLAN ANCHOR BOLT SUMMARY Diameter Projection Oty Location (in) (in) 0 16 Skid 3/4" 3.00 DETAIL B 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. REFER TO SHEET A2 (& A.5 /F REOOJ FOR REAC11ONS & DETAILS. 2. DIMENSIONS AT OPEN/NGS ARE TO FACE OF JAMBS. SEE DETAILS J. ANCHOR BOLTS TO BE SET TO ± 1/8" IN LOCA170/1 & ELEVATION. PROJECT..HUNTER RIDGE ENERGY LOCATION.RIFLE, CO << W Q V j PROJECT..HUNTER RIDGE ENERGY LOCATION.RIFLE, CO BY: BT DATE: 11/ 7/73 CK: BWT DATE: 12/4/13 JOB #. 6806—A DWG #: Al NOTES FOR REACTIONS 1. All loading conditions are examined and only r uximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) Length (ft) Eave Height (ft) Roof Slope rise/12 Dead Load (psf ) Collateral Load (psf Live Load (psf ) Snow Lood (psf ) Wind Speed (mph ) Wind Code Exposure Closed/Open Importance Wind Importance Seismic Seismic Zone Seismic Coeff (Fa*Ss) • 8.0 • 24.0 ▪ 8.0/ 8.0 = 3.0/ 3.0 • 3.0 = 2.0 = 20.0 75.0 = 115.0 = IBC 12 = C = C = 1.00 = 1.00 = B = 0.47 5. Loading conditions are: 1 Dead+Collcteral+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 0.6Deod+0.6Wind_Left2 6 0.6Dead+0.6Wind_Right2 7 Dead+Collateral+F1UNB_SL_L 8 Dead+Collateral+F1 UNB_SL_R FRAME LINFq- 1 2 3 0 COLUMN LINE H IV V RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Load Hmin Line Line ID H Vmax ID H 1* A 1* B 2 0.9 4.1 5 7 0.4 6.1 3 6 1.0 -1.0 1 8 -0.4 6.1 4 1* Frame lines: 1 2 3 -1.0 - 0.7 - 0.9 0.7 V Vmin -1.0 -1.3 4.1 -1.3 BUILDING BRACING REACTIONS ± Reactions (k ) Wall - Col -Wind - -Seismic - Loc Line Line Horz Vert Horz Vert L_EW F_SW R_EW B_SW 1 .Rigid Frame At Endwall B 1,2 0.5 0.4 0.2 0.2 3 Rigid Frame At Endwall A 2,1 0.5 0.4 0.2 0.2 5e.e Pti1,frl e eredl/i oc-4c1 R ?- .20L 140 /Yle- d `t (7/'S REVIEWED By Richard T Smith at 12:09 pm, Jan 28, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806-A DWG #: A2 SPLICE PLATE & BOLT TABLE Mork SP -1 SP -2 SP -3 Qty Top Bot Int T se Dia Leng, 2 2 0 A325 5/8" 2" 2 2 0 A325 5/8" 1 3/4" 2 2 0 A325 3/4" 2" 12 Width Thick Length 5" 3/8" 8 1/4" 5" 3/8" 8 1/4" 8" 1/2" 8" W8x31 SKID FRAME (F-1) 6'-8" ' Clearance +/- 8'-0" OUT -TO -OUT OF STEEL 0 FRAME CROSS SECTION - LINE: 1 3" / \ PLATE IS CENTERED ON TOP OF COLUMN 1" x 5" x 8" PLT. (4 - LOCATIONS) LI/- IINC POINT DE IAIL Q3" 12 3" 12 W8x31 SKID FRAME (F-1) 6'-8" ° Clearance + 8'-O" OUT -TO -OUT OF STEEL FRAME CROSS SECTION - LINE: 2 LOUSL (LIPS / AN(LLS FRAME LINE 1 & 3 ❑ ID MARK/PART 3 ZA-7 12 MLMLILX SILL IALiLL MARK MEMBER LENGTH WEIGHT RF1-1 RF1-2 W8x13 W8x13 8'-0" 3'-4 7/8" 129 61 REVIEWED By Richard T Smith at 12:09 pm, Jan 28, 2014 1P-10 ZA-10 RF1�2a N RFt 2C G-1 SA -12 r 'v' W8x31 SKID FRAME (F-1) 6'-8" 3" 12 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.ST.M. A.I25 Bolts shall be assembled and tightened according to the 'Tum of the Nut Method" os described in the Specification for Structural Joints using A325 or 4490 Bolts. 2. flange Brace holes in girts of sidewoll (if req d) must be field located as req?. See detail sheets for more information. PROJECT HUNTER RIDGE ENERGY LOCATION:RIFLE, CO 1< EC w cn z 1 R PROJECT HUNTER RIDGE ENERGY LOCATION:RIFLE, CO BY: BT CK: BWT DATE: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #:. El 4" 4" 30'-0" OUT -TO -OUT OF STEEL 14'-8" ® a 14'-8" C-0" 6'-0" E-1 9 E-2 (Erector to Locate) C• © G-2 © I ® � ---- -....., (Field Locate as Req'd. for Solar Panels) i i \ \ . G-2 _— / i of H5 WH -2 CD-- I G-3 J -, i...--- ...-- \\— i i i jai - - 9 02 SA -12 T BA -200 WH -2 BA -200 J 3070 (Field Locate) F-1 I RF1-1C I RF1-1A (6) PC'S. OF CH -100 (8" CHANNEL x 12') TO BE FIELD CUT & FIELD LOCATED FOR SUPPORT OF EQUIPMENT AS REQ'D. FRONT SIDEWALL FRAMING ELEVATION @ FRAME LINE B 30'-0" OUT -TO -OUT OF STEEL I RF1-1B 14'-8" ® 0 14'-8" C-0" (Erector to Locate) 9 ID E-3 • E-1 C• IMz � ---- -....., I I U--@ WH -2 CD-- -, i...--- ...-- \\— BA -200 WH -2 FG -1 i i i Chi CCB L 3070 (Feld Locate) o i i a2 T7 SA -12 J F-1 " I RF1-1C L 9'-8" I RF1-1A 1'-0' BACK SIDEWALL FRAMING ELEVATION ® FRAME LINE A I RFI -1B 4" LOOS t. CLIPS / ANULES FRAME LINE B & A ❑ ID MARK PART 1 2 4 5 JC -L JC -R CH -24 (Field Adopt) GC -1S REVIEWED By Richard T Smith at 12:09 pm, Jan 28, 2014 121[ OTEEIL 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 D << BY: BT CK BWT DATE: 11/ 7/13 DATE: 12/4/13 JOB #. 6806-A DWG #: E2 "-s--' RF1-28' - ---C as j C RF1-2A RF1-2C Cg_2 -- — ------- --- P-1__CB_2 a CD P-2(Typ) RF1-2C — 1�C P-1(Typ) — — RF1-2A P-2(Typ) RF1-2B G4 j 30'-0" OUT—TO—OUT OF STEEL 4" 14'-8" 14'-8" a ROOF FRAMING PLAN —200 4" RC -1 ROOF SHEETING PANELS: 26 Go. 'PH" COLOR: Covert Green REVIEWED By Richard T Smith at 12:09 pm, Jan 28, 2014 ag 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDNIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS J. FIELD SLOT FLUSH MOUNT G/RTS FOR CABLE BRACING AS REOD as BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806-A DWG #: E3 EF -1 { BF -1 FRONT SIDEWALL SHEETING ELEVATION Q FRAME LIN PANELS: 26 Go. "PBR' — COLOR: Covert Green EF -1 BF -1 • c,Gt i , (./!'1.*'c-414 Lme/i 47 5 fiefzoog L',sed/pas . 1 /e 9 /�t Air/ pe( 2-0e9 e ©(W./2. 0 m HS -1 "O -- -1 N HS -1 TN 3 HS -1 I 3 O O N N 00 { BF -1 FRONT SIDEWALL SHEETING ELEVATION Q FRAME LIN PANELS: 26 Go. "PBR' — COLOR: Covert Green EF -1 BF -1 • c,Gt i , (./!'1.*'c-414 Lme/i 47 5 fiefzoog L',sed/pas . 1 /e 9 /�t Air/ pe( 2-0e9 e ©(W./2. 0 m HS N -1 N HS -1 TN 3 HS -1 I 3 BF -1 BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. 'PBR' — COLOR: Covert Green REVIEWED By Richard T Smith at 12:09 pm, Jan 28, 2014 12 N U MA -4R BF -1 3" 12 N LL GHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 N. PANELS: 26 Go. "PBR" — COLOR: Covert Green 3" 12 MA -4R BF -1 3"� 12 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Ga. 'PER' — COLOR: Covert Green ear( g4IEEL, 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806—A DWG #: E4 16 1616" 1 16 16". i6" 16" IF- f T T 0- EXTERIOR EXTERIOR PANELS - LINER PANELS 14 x 7/8" S.D.S. (PANEL to PANEL) TAPE MASTIC (ROOF ONLY)! 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 rCAPILLARY GROOVE 1�- PANEL SIDELAP DETAIL PANEL to PANEL (STITCH SCREWS) 9 — SCREWS PER PANEL T T T —112 x 1 1/4" S.D.S. (Typ.) FASTENER SPACING FOR ROOF PANEL TO EAVE STRUT. FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. 6 — SCREWS PER PANEL I I I FASTENER SPACING FOR WALL PANEL TO EAVE STRUT FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIOE) PURUN. FASTENER SPACING FOR THE END OF SOFFIT PANELS. 3 — SCREWS PER PANEL L_ $ FASTENER SPACING FOR ALL INTERMEDIATE PURUNS. T FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. FASTENER SPACING FOR ALL LOCATIONS AT UNER/PARTITION PANELS. FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. PANEL to RED—IRON FASTENER SPACING EAVE STRUT —\ PURLIN 112 x 1 1/4" SD #12 x 1 1/4" SD #12 x 1 1/4" SD GIRT PURLIN BRIDGING ANGLE (BA -200) GIRT BRIDGING ANGLE (BA -200) NOTE: BRIDGING (SAG) ANGLE AT ENDWALLS I5 TO ATTACH TO GIRT A5 SHOWN AND ATTACH TO THE NEAREST PURUN ABOVE. PURLIN / GIRT BRIDGING (BA -200) DETAIL EAVE STRUT 1/2" X 1 1/4" A325 BOLTS ZEE ANGLE: ZA-10 ATTACH TO RAFTER w/ #5—TEK SCREW AT 24" 0.C. A10 PURLIN TO END RAFTER SHOP WELDED CUP TO SIDE OF COLUMN DOOR CHANNEL CH -24. NOTCHED LEGS ATTACH TO OUTSIDE OF GIRT AND THE CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w/#10 x 1" PANCAKE HEAD SCREWS. EAVE STRUT FLAT SIDE OF CH -24 CUP SELF—FRAMING WALKDOOR KIT #10 x 1" PANCAKE HEAD SCREW DOOR CLIP DETAIL SELF—FRAMING WALKDOOR KIT #10 x 1" PANCAK HEAD SCREW GIRT FIELD CUT GIRT GIRT TO DOOR FRAME MAKE SURE DOOR FRAME IS PLUMB AND SQUARE BEFORE ATTACHING ALL SCREWS DN CH -24 CLIP. AC1 SELF—FRAMING WALKDOOR DETAIL EAVE STRUT (TYP.) 1/2" X 1 1/4" A325 BOLTS (TYP.) 7 IO L ELEVATION r- J1 EAVE STRUT TO RIGID FRAME SHOP WELDED. CUP TO SIDE OF COLUMN MAIN FRAME COLUMN SIDEWALL GIRT 1/2" x 1 1/4" A325 BOLTS CORNER COLUMN 15—TEK SCREWS ZEE ANGLE: ZA-7 (ATTACH ONE NEAR BASE OF COLUMN ALSO) D13 GIRTS TO CORNER COLUMN EAVE STRUT ENDWALL GIRT 1/2" X 1 1/4" A325 BOLTS ELEVATION SHOP WELDED CLIP TO SIDE OF COLUMN MAIN FRAME COLUMN EAVE STRUT TO RIGID FRAME 7 ri 1/2" X 1 1/4" A325 BOLTS RAFER FRAME G4 PURLINS TO RAFTER PURLINS 1/2" X 1 1/4" A325 BOLTS GIRT TO JAMB 1/2" X 1 1/4" A325 BOLTS FRAME COLUMN O� aE O4EEL, 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INOMDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J RELD SLOT FLUSH MOUNT GIRLS FOR CABLE BRACING AS REOD < < GIRTS H6 GIRT TO MAIN FRAME COLUMN SECTION COWMN JAMB COLUMN FG 1 (GIRT) 1/2" X 1 1/4" A325 BOLTS REV EWED By Richard T Smith at 12:09 pm, Jan 28, 2014 , COLUMN TO JAMB ELEVATION BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806-A DWG #: D1 STRUT START CABLE AT EAVE COLUMN OR RAFTER WEB ORANGE LINE ON CABLE GRIP O 1/2" X 1 1/4" --(1- COLUMN OR o A325 BOLTS HEADER CABLE CABLE :1 SLOT IN WEB TO INSERT11 BRACE EYE II ` /RAERWEB ��I I u LC 1� -• ! _ CABLE GRIP _ �- I I HILLSIDE WASHER 2535 N. 10th ST. I il WRAPPED �• ��� I 1 GERING, NE 69341 I p Q+ I I I •� AROUND CABLE '�' �� 11 BRACE EYE CABLE GRIP �1 (308) 632-6188 Ii i _ I I `= WRAPPED ��� AROUND CABLE �! II DETAILS REFER TO DETAIL DRAWING SHEETS NAILS REFER TO DETAIL DRAWING SHEETS. INT GIRTS FOR CABLE BRACING AS READ JC-1L(SHOWN) iJ�I I EYEBOLT JC -1R OPP. HAND) 1/2" X 1 1/4' A325 BOLTS 1 I NUT WASHER CABLE SLOT IN WEB 11 w/FLAT JAMB START CABLE AT TO INSERT EYEBOLT JAMB SECTION ELEVATION SECTION ELEVATION ORANGE LINE ON CABLE GRIP L1 JAMB TO EAVE STRUT ®' HEADER TO JAMB Q1 ! DIAGONAL CABLE, BRACE EYE END Q2 ;, DIAGONAL CABLE, EYEBOLT END SLOPE ' ROOF PANEL 2 O o 1:12 2 9/16' � Z 2:12 3 3/16" �-{ 7/8' SDS Q J INSIDE CLOSURE 14 X Ni WALL PANEL TAPE MASTIC 3:12 4:12 3 3/4" 4 5/16" / #12 X 1 1/4" SDS t TRIM: GF -4 12" O.C.} ti S u O 12 X 1 1 4" SD 5:12 5" (3 -PER FT.) . TAPE MASTIC o y ' 90 ROOF ROOF SHEET 3 -PER FT.f #5-TEK SCREWS 6:12 5 5/8" 2" ROOF SHEET \ice/ SAVE TRIM ' ANGLE: SA -12 0 o W V k. INSIDE CLOSURE ANGLE: SA -12 TAPE MASTIC 0.1111 (or GUTTER) GABLE TRIM ZA-10, SEE T '-: ti ,--i •; Mr - g" --1 CP -1 DETAIL: A10 - DIMENSION "A" CORNER PIECE(CP-1)12 X t 1 4' SDS ~ TRIM: EF-1IIR BEHIND GABLE & EAVE F.� O < < EXTEND GABLE FLASHING PAST EAVE FLASHING TRIM.2-PER `""\ #12 X 1 1/4" SD THEN CUT GABLE FLASHING BACK TO EAVE \ .... Lice LICF,t'� BASE TRIM: BF -1 (2 -PER FT.) #14 x 7/8" SDS FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL "B" #14 7/8j SDS 2 -PER �f �p,DO •I � • •••�••••••.'Y T, • sF <Z.) siy• � (r# SKID FRAME: F-1 OC) DIMENSION OUTSIDE CLOSURE j GE ENERGY (12" OUTSIDE CLOSURE EAVE STRUT NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO EAVE FLASHING V A = WALL SHEET • / • 35 1 • WALL SHEET NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. # -O • • - • .•• ' • •• (i ••••••• T3 BASE OF PANEL AT SKID TR -1 ) STANDARD EAVE DETAIL ; TR -14 CP -1 CORNER PIECE DETAIL TR -18 STANDARD GABLE DETAIL � N.s/N�'\�� REVIEWED By Richard T Smith of 12:09 pm, Jan 28, 2014 0 RC 11 ENOWALL SHEET 1 C...) v TRIM. ROOF SHEET 4" 4' 14 80Z/)8" SDS 12" O.C.} �1 1 I #12 X 0./ } SOS 1 -) . I 1 WALL SHEET ` i TAPE MASTIC nommi- �c I�/ i i I TRIM: CF -2 1 I (112 X O C) SDS 1 OPENING I j1 I I 1 1 12 X 1 7 4" SOS (3 -PER FT.S INSIDE CLOSURE ~ cL j W LC _-- SIDEWALLSHEET WALL SHEET I L - - -- O V 0 - - - - #12 X 1 1/4" SD OPENING or POP RIVET PEAK PURLIN #12 X 1 1/4" SDSTRIM: HS -1 BY: DATE: (2 -PER FT.) CLOSURE TRIM: WJF-2 BT 11/ 7/13 OUTSIDE FIELD TRIM SHEET ® OPENING AS REQUIRED CK: BWT DATE: 12/4/13 I TR -231 RIDGE DETAIL TR -26 STD. OUTSIDE CORNER DETAIL (TR -31) JAMB TRIM DETAIL TR -33 j HEADER TRIM DETAIL JOB 11. 6806-A DWG #: D2 WINDOW SILL (2 -PER 12X 1 FT.1 4' SD 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 P. r 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 12:09 pm, Jan 28, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR 1ND/V/DUAL RAYING' DETAILS REFER TO OETAIL DRAWING SHEETS. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS J. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS RE00. << BY: BT CK: BWT DATE: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #: D3 Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 Greenwood Village, CO 80111 FAX: 303.714.4800 March 5, 2014 Garfield County Department Community Development 0375 County Road 352, Suite 2060 Rifle, CO 81650 Phone: 970-625-5902 or 970-625-5903 Project: Encana Oil & Gas (USA) Inc. N30 Wellhead Building Subject: Foundation design for the N30 Wellhead pre -fabricated metal building Attention: Plan Checker: The N30 Wellhead pre-engineered building (by B&C Steel) requires foundations to resist overturning and sliding of the structure. Six precast foundation blocks shall be installed per Samuel Engineering drawing NP -N30 -W-5300 to resist loading that satisfies Garfield County criteria, provided by B&C Steel. Project site soils are assumed to be Class 4 material in accordance with IBC 2012 Table 1806.2, and the associated presumptive allowable load bearing values are used in design. Sincerely, Eric Henderson, P.E. Engineering • Project Controls • Estimating • Construction Management S:\Projects\13005_Encana_Divide_Road\Engineering\StructuralConcrete\13005-02\N30 Wellhead Building Foundation Memo.docx Date and Time USE APPROPRIATELY RATEDLFTNG DEVICES TD PICK 4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCAIE3.4ar4. COMPACT NAE SOIL (SEE NOTE 2) AOSECTION SCALE: SI=1'4 CONCRETE CONSTRUCTION NOTES / SPECIFICATION 1. ALL CONCRETE WORN SHALL CONFORM TO THE REQUIREMENTS OFAC1301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION. ANDACI318.11 BULDNG CODE REDURBENTS FOR RENFORCED CONCRETE. CONCRETE STRENGTH TEST MMU. BE PERFORMED NACCCROANCE WITH THE REQUIREMENTS OF AC131B CHAPTER 5. 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EGIOSURE CATE--GORY&CLASS ! WIC RATIO AN CONTENT MAX SLUMPTHAWING FREEING CORROSIONSULFATE PROTECT10N:. EXPOSURE T CEMENT PERME,,SLTry 28 DAYS TYPE F2 CI '. SI PO 4500Pi U1 0.48 4725% CTO' 3. AGGREGATES SAMJ BE CRUSHED STONE CONFCRNIG TO 'SPECIFICATION FOR COII005IE AGGREGATES' ASTM ©3. 4. WATER USED FINDING CONCRETE SHALL CONFORM TOASTMCIW2. S. RENFORCNG EARS SHALL BE DEFORMED. INTERIM:NATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A815 INCLUDING SLPR.ELENTMY REQUIREMENTS SI. GRADE 80. 0 WOWED CORNERS SHALL BE TE EKED 314 LNL ESS NOTED. 7. TOLERANCES FOR ANCHOR ROD LOCATIONS AND ELEVATORS SHALL BE AS DEFINED N THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (MSC) CODE OF STANDARD PRACTICE. 30IT (REF) (2)- 8•OX IP LONG HILT EASE RCOS IDTDIP GMV. FERASTM A153. FELD LOCATE (MN. ANCHOR SPACING • 4•) (SEE EPDXY ANCHOR ROD DETAIL ANCHOR PATTERN DETAIL) TYP.8 RACES N30 WELLHEAD BUILDING FOUNDATION PLAN 57500301 01 fie/c/ s .7/7s ' 'o � 1- Gym e dtzei ./.‘yetizeirts yq� R RASETHRFAOED ROD ASSEMBLY WITH NUTS WASHER (SEE ANCHOR NOTE 17 T.0. ROUGH CONC t 0C) GRUNT DK 7/813 HETI ANCHOR RCGID#50050 EPDXY ADHESIVE 005IEM EPDXY ANCHOR ROD DETAIL SCALE:NCFE ANCHOR ROO NOTES: 1. NUTS SHALL BE ASTM Ada GRADE C. WASHERS SHALL BE ASTM F438 2. MOOR RODS SHALL BE SEF wino, TEMPLATE CLEAN OIL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING FOUNDATIONS BULGING FRME W8 (E) BUILDING FRAME fOI/RAE (REP) T CP TO BOTTOM FIANCE PL)'474•80.8• W/ (2)-7S1014OLE5 67° 6/t ANCHOR ROD PATTERN DETAIL / SCALE NONE REFERENCE DRAWINGS DWG. N0. N0. 0 200412. PROJECT DESCRIPTION 0004. ARE EPCM Co.1 SE 2014-05-23 ISSW_D FOR CONSTRUCTION EPCM No. APRIL 2014 -DJ -21 REVISED BUI-ONCG ANCHORAGE SE ISSUE STAGE 40520. (A) (-) w LATEo BY 2011-03-05 THE CHAD. PERMIT STAMP ENGINEER'S STAMP Constr. (0) 2014-E-21 141 EW4 EAN -54IN (-) CAUTION : READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA•S GROUND DISTURBANCE PRACTICE" z NOTES: 1. REFERENCE BSC STEEL PROJECT N0. MONA FOR BULDNG DRAWNGS.DE5IGN CRRERAN0 LOADING 2. PRESUMPTIVE SOL ALLOWABLE LOAD-BEARING VALUES FROM BC 2012 TABLE DM/ ARE ASFOLLUVS A SOLS AT BULDNGLOCATION APE ASSUMED TORE CLASS 4 WENN: SVD, SILTY SMD. CLAYEY SND. SILTY GRAVEL AND CLAYEY GRAVEL (5P, SM BC, CM AMD GC) 4. VERTICAL BFMIIG PRESSLAE-2000 PSF A LATERAL SEAMS PRESSURE • 150 P500T 4 LATERAL .GNARE55TMA:Ec0EFFxiNT• 025 3. FOUIMTDN SYSTEMS 5ESMIFD TORE MCRAE AND S ABOVE THE FROST LLB:. CUBIT ACCEPTS ANY BOLDING MOV18ENT FROMRDS0ACTDN. encana. natural gas W" N30 WELLHEAD BUILDING L'P"m GARFIELD, CO WATER INJECTION 110 26-T4S-R96W m'N NTS (0 size) Iw°i 13005-02 7" SAMUEL ENGINEERING , INC. STRUCTURAL CONCRETE - N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESS.ONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) AREA NORTH PICEANCE CLASS R NP -N30 -W-5300 Ings Must Comply with Encana Doting Standards (ECA -DDM -S-01) Q O Date and Time Saved: aiL� ,m m m a a a M — 0 0 '11- N N N o In N Inc W o> kN o� �— USE APPROPRIATELY RATED LIFTING / DEVICES TO PICK 4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE: 3/4"=1'-0" (4) - #5 E.W. T&B 34" EPDXYANCHORS /(4)-#4x • • 0 5 2'-0' (MIN.) — #5 @ MID -DEPTH SEE NOTE 4 COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN 8" LIFTS (TYP.) #5x TO MATCH HORIZ. T&B BARS SEE NOTE 3 0 N CONCRETE CONSTRUCTION NOTES / SPECIFICATION COMPACT NATIVE SOIL (SEE NOTE 2) 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI -301 SPECIFICATIONS FOR STRUOURAL CONCRETE FOR BUILDINGS LATEST EDITION, AND ACI -318-11 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE . CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE WITH THEREQUIREMENTS OF ACI -318 CHAPTER 5. 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY & CLASS i'c AT 28 DAYS CEMENT TYPE W/C RATIO AIR CONTENT MAX SLUMP F FREEZING THAWING C CORROSION PROTECTION S SULFATE EXPOSURE p PERMEABILIY F2 C1 31 PO 4500 psi 1/11 0.45 4.5% TO 7.5% 4" TO 6" 3. AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO "SPECIFICATION FOR CONCRETE AGGREGATE" 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 A:,'M A615 INCLUDING SUPPLEMENTARY REQUIREMENTS SI, GRADE 60. 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 INTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD PRACTICE. FOUNDATIONS & FOUNDATIONS & BUILDING FRAME 30'-0' 4" 4" FOUNDATIONS & 0 LL BUILDING FRAME (2) - 34"13 x 10' LONG HILTI HAS -E RODS HOT DIP GALV. PER ASTM A153, FIELD LOCATE (MIN. ANCHOR SPACING = 4") (SEE EPDXY ANCHOR ROD DETAIL) TYP. 6 PLACES z o w 0 = = = IS EMBEDMENT LENGTH PR 1 IIIIIIIIIIIII 111 II 111111111 IIIIIIIIIII IUIIIIF \ - BUILDING FRAME OUTLINE (REF.) N30 WELLHEAD BUILDING FOUNDATION PLAN SCALE: 3B"=1-0" HAS -E THREADED ROD ASSEMBLY WITH NUT & WASHER (SEE ANCHOR NOTE 1) T.O. ROUGH CONC (TOC) DRILL BIT DIA. 7/8"0 HILTI ANCHOR ROD HIT -RE 500 -SD EPDXY ADHESIVE SYSTEM EPDXY ANCHOR ROD DETAIL SCALE: NONE ANCHOR 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 REFERENCE DRAWINGS DWG. NO. NO DAL (mY-MDD) PROJECT DESCRIPTION PROJ. AFE EPCM Co EPCM No. APPD ISSUE STAGE DATE trim -MM -DD) BY CHKD APPD PERMIT STAMP ENGINEER'S STAMP A 2014-1-05 ISSUED FOR PERMIT SE CAUTION : READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" Cr w CO D z w Prelim. A 2014-03-05 THF EAH JMK Bid - Constr. - As -built - #4 LIFTING LUGS (TYP.) r -- 1'-71/2' 1'-7 1/2" 3' 3" (TYP.) NOTES: 1. REFERENCE B&C STEEL PROJECT NO. 6806-A FOR BUILDING DRAWINGS, DESIGN CRITERIA AND LOADING. 2. PRESUMPTIVE SOIL ALLOWABLE LOAD-BEARING 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 GC) b. VERTICAL BEARING PRESSURE = 2000 PSF c. LATERAL BEARING PRESSURE = 150 PSF/FT 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. encana.M �atural ga� AIN FAC. N30 WELLHEAD BUILDING LSD GARFIELD, CO WE WATER INJECTION SITE. 26—T4S—R96W scut NTS (D Size) r 13005-02 Ecm SAMUEL ENGINEERING, INC. TITLE STRUCTURAL CONCRETE — N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) AREA NORTH PICEANCE CLASS FILE NO - NP -N30 -W-5300 Drawings Must Comply with Encana Drafting Standards (ECA—DDM—S-01) FILE: S:\PROJECTS\ 13005_ENCANA_DIVIDE_ROAD\CAD \ STRUCTURAL \13005-02 N30 WELLHEAD BUILDING \NP-N30-W-5300.DWG