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HomeMy WebLinkAboutPlansJ CONDITIONS OF PERMIT BLCO-3-14-3152 EnCana N30 Pad Injection Building #2 Section 30, T4S, R95W, 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) FIELD 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. THESE PLANS MUST BE KEPT AT BUILDING SITE OR INSPECTION DELAYS MAY OCCUR. CONSTRUCTION SHALL CONFORM TO THESE PLANS. ALL CHANGES SHALL BE APPROVED BY THE BUILDING OFFICIAL. See- leig-/di1mVs ��ei'm/jl�ri✓ 8;06//n7 Peraileo4e,44 • ELECTRICAL PERMITTING & INSPECTIONS ARc BY THE COLORADO STATE ELECTRICAL BOAR • ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTIONEx=3=0/e APP GAO= COUNTY 40 INSPECTION WITHOUT THESE PLANS ON SITE BLCO-3-14-3152 67 W d DATE: 11-15-12 DRAWN BY: T.8. REVISED: 12-03-12 T.B. REVISED: 12-05-12 J.G.G. REVISED: 12-13-12 T.B. REVISED: 01-08-13 T.B. 1953 Brass Cap 0.4 High, hound at Shwas Lot: 39.673353' Lang: 106107664' A .e_ LOT 2 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 1• 1953 Oro= Cop 34 1140 Lal: 39.666064' Long. 103107683' A LOT J i LOT 4 1/16 Section Line 7/76 Section Line Encana Oil & Gas (USA) Inc. Vault Cover Stockpile Sioshpie Run—On Protection WELL HEAD R0010-30 (NAD 83) Latitude:: 39.670128' Longitude: 108.100122' i Detention Pond Wattle Detention Pond Slashpi/o II 2T,od 2—dsling Sloshpile roe of Henn Detention Pond 30 Wattle 0 N b 0 0 N SCALE /Sheet 7a of 11/ Existing Divide Rood Wattle Toe of Berm Proposed County Rood Re—Route Sloshp//e I� A Existing \ 2—Track \\ Section Line 400' Offset from edge of Disturbance 1953 8,880 CoP 0.3 Nigh, Mound of Stance Lot 39.666078' Long: 106098253' DISTURBANCE ACREAGE' 5.498 t DRILLING OPERATIONS 3.156 t INTERIM RECLA/M [0RRENT LAND USE OP LAND: 0IRRIGAT D 0ORY LAND 0 IMPROVED PASTURE 0 HAY MEADOW 0CRPN-CROP LAND: DI RANGELAND OPABST 0RECREATIONAL ❑OMER(0°8,0:6,1 BDIVIDED: 0 INDUSTRIAL 0 COMMERCIAL O RESIDENTIAL FUTURE LAND USE CROP LAND: 0 IRRIGATED 0 DRY LAND 0 IMPROVED PASTURE 0 HAY MEADOW 0 CRP NON -CROPLAND: El RPNDSLAND 0 TIMBER 0 RECREATIONAL 0 OTHER (DeberIbo) MOUNDED 0 INDUSTRIAL 0 COMMERCIAL 0 RESIDENTIAL PLANT COMMUNITY EoMhg Footway (olotanee from 18010-30) O 0101URBED ORASOAND Building N211,4 11,400' 0 NAIIVE GRASSLAND Public Road 85713 260' 0 eDORU6 LAND 0 FLAINS RIPARIAN Property Line 5271 4,641' 010361NN RIPARIAN In FOREST LAND Utlllty 58853 5,343' 0031LANDS AQUATIC 0 ALPINE Sodom Water 5000 4.468' 0 0111E (Oo,oWoo): Rallroad 50211 13.6 MILES S89.44 29'W — 2656.28' (Meas.) UINTAN ENGINEERING ,c LAND SURVEYING 86 So. 200 goat ° Potnat. Utah 84070 ' (466) 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 lNS77TU7E OF STEEL CONSTRUC770IV"SPECIFICATION FOR THE DESIGN. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMERICAN /RON & STEEL INSTITUTE "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" J AMER/CAN WELDING SOCIETY "STRUCTURAL WELDING CODE:" AWS 01.1 4. METAL BUILD/NG MANUFACTURERS ASSOC/AT/ON.• "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 REVD. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.I.. MATERIAL PROPERTIES OF COLD -FORMED UGHT 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 SLIGHT WAY/NESS. TH/S PHENOMENON, KNOWN AS 'OIL CANNING ; CAN BE CAUSED BY STEEL MILL PRODUCT/ON TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND IS NOT .4 CAUSE FOR REJECT/ON. INSTALLATION OF MATER/AL CONSTITUTES ACCEPTANCE. BU/LD/NG LOADS / DESCRIPTION: WIDTH: 8 LENGTH: _ '3o 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: ROOF LIVE LOAD: ROOF SNOW LOAD: BASIC WIND SPEED: 3 2 20 75 115 SEISMIC DESIGN CAT: B SEISMIC COEF: 0.465 IMPORTANCE FACTORS: SNOW: 1.00 SEISMIC: 1.00 OTHER DESIGN CONSIDERATIONS: PSF (ROOF PANELS, PURLINS, ETC.) PSF PSF PSF MPH ,EXP: C WIND: 1.00 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 OF THE BUILDING AND ITI5 FURTHER UNDERSTOOD THAT THE PURCHASER ACCEPTS THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS AND THE PURCHASER RESPONSIBIUTIES LISTED ABOVE. SIDING & ROOFING PANEL STORAGE INSTRUCTIONS: SIDING & ROOFING PANEL BUNDLES EXPOSED TO MOISTURE SHOULD BE ELEFRIEO ON ONE END FOR DRAINAGE. BUNDLES EXPOSED TO MOISTURE FOR EXTENDED PER/ODS OF TIME SHOULD BE TARPS). COMMON ABBREVIATIONS & PIECE MARKS: 1. EW 2. SW 3. SIM. 4. TYP. 5. B5 6. NS 7. FS B. SL 9. CL 10. MF 11. LT 12. WF 13. RF = ENDWALL) SIDEWALL) = SIMILAR) TYPICAL) BOTH SIDES) = NEARSIDE) FARSIDE) STEEL LINE) CENTERUNE) = 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. RFI- = 25. N/A = 26. O.C. = QUANTITY QUANTITY ELEVATION ELEVATION; FINISHED FLOOR) TOP OF BEAM) DIAMETER) GAGE) ENDWALL COLUMN) ENDWALL RAFTER) RIGID FRAME) NOT APPUCABLE) 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 'PER" Cover/ Green 26 SOFFIT PANEL Cover/ Green OTHER (SPECIFY) LINER PANEL PARTITION PANEL FACIA FRONT PANEL FACIA BACK PANEL (NOTE: SOFFIT PANEL COLOR WILL BE WALL PANEL COLOR /F NOT SPECIFIED) BU/LD/NG TRIM COLOR SCHEDULE DESCRIPTION COLOR GABLE / RAKE Cover/ Green EAVE TRIM Covert Green GUTTER TRIM n/o DOWNSPOUTS n/o CORNER TRIM Cover/ Green FRAMED OPENINGS Cover/ 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 PANIC DEVICE 1 4'-0" x 4'-0" ADJUSTABLE LOUVER (PAINTED TO MATCH WALLS) J PURCHASER: T.P./. PROJECT: HUNTER R/DGE ENERGY (/N✓ECT/ON WELL BLOC' JOB NUMBER: 6806-A P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: I.D. OE-SCR/PT/ON DATE" NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 29'-4" 6'-0" 7'-8" 8'-0" Y 7-8" ♦ I I F♦1 1 ♦` _, ♦� , DETAIL "A" r- DETAIL "A" DETAIL "A" _DETAIL "A" /// 6'-0" 7'-8" /,rr♦ , 1 1 " 1 1 / ▪ " \—DETAIL "A" `DETAIL "A" DETAIL "A 2" DETAIL "A" 1 1 •ii, 22" B'-0" 1 1 21/2" DETAIL "A" DETAIL "A"—\ 7'—B" / 1 l ° ♦ i //. ANCHOR BOLT SETTING P N /wad del/ /5Ar,hed g.971- d / 5 - ei »iegre/ -444‘1,404 - OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. AIL AIL REVIEW D By Richard_LSmithat.6.06.pm,-Feb. 4, 2014 30'-0" 8" FLOOR FRAMING / SKID PLAN ANCHOR BOLT SUMMARY Diameter Projection Qty Location (in) (in) 0 16 Skid 3/4" 3.00 DETAIL B aE ZITIEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. REFER TO SHEET A2 (& AJ IF REO D) FOR REACTIONS & DETAILS 2. DIMENSIONS AT OPENINGS ARE TO FACE OF JAMBS SEE DETAILS 3. ANCHOR 80113 TO BE SET TO t 1/8" IN LOCATION & ELEVATION. < < BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806-A DWG #: Al NOTES FOR REACTIONS 1. All' loading conditions are examined and only niuximum/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) Eove Height (ft) Roof Slope (rise/12 ) Dead Load (psf ) Collateral Load (psf ) Live Load (psf ) Snow Load (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+Collateral+0.75Snow+0.45Wind_Left1+0.75Slide_Snow 2 Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Slide_Snow 3 0.6Dead+0.6Wind_Leftl 4 0.6Dead+0.6Wind_Rightl 5 0.6Dead+0.6Wind_Left2 6 0.6Dead+0.6Wind_Right2 7 Dead+Collateral+F1UNB_SL_L 8 Dead+Collateral+F1 UNB_SL-R FRAME LINFc-, 1 2 3 0 H V CD 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 0.9 7 0.4 1* B 6 1.0 8 -0.4 1* Frame lines: 1 2 3 4.1 5 -1.0 -1.0 6.1 3 -0.7 -1.3 -1.0 1 -0.9 4.1 6.1 4 0.7 -1.3 BUILDING BRACING REACTIONS ± Reactions (k ) -Wall - Col Wind - -Seismic - Loc Line Line Hoa 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 i______, rSee __.____ _.,s, e eetatec� 1�1�td�i'hIca r ae7.9/i 'WIC&P'74 "X/ $ REVIEWED By Richard TSmith at 6:06 pm,, Feb 14, 2014 ag 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 B&C STEEL. J. Consult o local engineer for Concrete & Foundation Design. as BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806-A DWG #: A2 I'LILL VLA It K UULI WILL Qty Mork Top Bot Int Type Dio Leng.. 3P-1 SP -2 SP -3 12 2 2 0 A325 5/8" 2" 2 2 0 A325 5/8 1 3/4" 2 2 0 A325 3/4" 2" Width Thick Length 5" 3/8" 8 1/4" 5" 3/8', 8 1/4" 8" 1/2" 8" 1" } 1" 2"0 1" x 5" x 8" PLT. (4 — LOCATIONS) PLATE IS CENTERED ON TOP OF COLUMN 21/2 X111_ .r. !111=�I LIFTING POINT DETAIL W8x31 SKID FRAME (F-1) 12 FRAME LINE 1 ' & 3 ❑ ID MARK/PART 3 ZA-7 MARK MEMBER LENGTH WEIGHT RF1-1 RF1-2 W8x13 W8x 13 8'-0" 3'-4 7/8" 129 61 REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 3" 12 W8x31 SKID FRAME W8x31 SKID FRAME (F-1) 6'-8" • Clearance +/- 8'-0" OUT—TO—OUT OF STEEL O FRAME CROSS SECTION - LINE: 1 6'-8" " Clearance +/- 8'-0" OUT—TO—OUT OF STEEL O FRAME CROSS SECTION - LINE: 2 (F-1) 6'-8" 8" Clearance +/- 8'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION - LINE: 3 gE MlEIEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES. 1. Structural joints with ASTM. A325 Bolts shall be assembled and tightened according to the "rum of the Nut Method" os descnbed in the Specification for Structural Joints using A325 or A490 Bolts. 2. Flange Brace ho/es in girl's of sidewoll (if req d) must be field located as reqii. See detail sheets for more information. PROJECT: HUNTER RIDGE ENERGY LOCATION. RIFLE, CO as c Q j R PROJECT: HUNTER RIDGE ENERGY LOCATION. RIFLE, CO 4" 4" JU-U VVI -IV -VVI VI JILLL 14'-8" Q a 14'-8" (Erector to Locate) E-1 dt E-2 (Erector to Locate) El G-2Iap I SI o i of i (Field Locate as Req'd. for Solor Panels) i i — G-2 i - at H6 0 I G-3 i i i oz r3'SA-12 i WH -2 v – T \ ---, FG -1 i i i CZ-- — — '..., ciB BA -200 3070 (Field Locate) o " 1 - 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" _ 14'-8" 6'-0" (Erector to Locate) C ei E-3 'tt E-1 ®® I SI o i of i 0-4 I I F WH -2 —0 i D 0 --- --- — / / G-2 BA -200 i WH -2 v T \ ---, FG -1 i i i CZ-- — — '..., ciB 3070 (Field Locate) I o " 1 Cr9 i i a2/ \ SA -12 — I RF1-1C 4" F-1 ' 3 E I RFI -1A 9'-8" 4'-0" 1'-0' BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A I RF1-16 4" 4" FRAME UNE B & A O ID MARK/PART 2 4 5 JC–L JC–R CH -24 (Field Adopt) GC -1S REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 D OVEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES. 1. FOR INOIV/DUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. I. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRAC/NG AS REO' PROJEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO as W en Z PROJEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806-A DWG #: E2 RC -1 • 4" 0 NJ 30'-0" O15T–T0–01.11 OF STEEL 14'-8" 14'–B" RF1-2B — c — _ RF1-2A RF1-2C CB_Z — P-1(Typ) — — --- �C@2 P-2(Typ) RF1-2C — -- P-1(Typ) _ — RF1-2A P-2(Typ) RF1-2B c,13-7--- -- _ — — — C8_2 G4 j E-1 BA -200 ROOF FRAMING PLAN 0 NJ rel 0 N ROOF SHEETING PANELS: 26 Ga. "PER" COLOR: Covert Green REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 OVIEEL 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 #: E3 EF -1 O O IN zo PROiEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO << HS -1 T 3 N 3 N U N Os 3"N, 12 Li U BF-1BF-1 \ BF -1 FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE •Z° ›, Mkh/L.. i-yS fl RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Go. 'PBR' - COLOR: Covert GreenPANELS: 26 Go. 'PER' - COLOR: Covert Green �ec 9 ,s X068 • L`pkii e/ I/ Ii/ /(f ung „'ie, ®(%. /Z 1` EF -1 0 v PROiEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO << HS -1 HS -1 N N 0 li , I. , . 3 3 HS -1 — — — — — — — — — — — — BF, -1 BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME UNE A PANELS: 26 Go. 'PBR' - COLOR: Covert Green REVIEWED By Richard T Smith at 6;06 pm, Feb 14, 2014'' Q3" 12 MA -4R BF -1 3"lam 12 LEFT ENDWALL SHEETING ELEVATION @ FRAME LINE 0 PANELS: 26 Go. 'PBR" - COLOR: Covert Green 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDIVIDUAL SHEET/NC & TRIM DETAILS REFER TO DETAIL SHEETS: 2 PANEL START DIMENSION lS CENTER OF FIRST Hl -RIB TO STEEL LINE 2 IF I/O PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. PROiEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO << W cn Z PROiEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO BY: BT CK: BWT DATE: 11/ 7/15 DATE: 12/4/15 JOB # 6806—A DWG #: E4 • • 6" 6" 16" 1F I T EXTERIOR PANELS LINER PANELS 14 x 7/8" S.D.S. PANEL to PANEL) 12 x 1-1/4" S.D.S. PANEL to RED IRON) 14 x 7/8" S.D.S. (PAN EL to PANEL) i- #14 x 7/8" SDS TAPE MASTIC CAPILLARY (ROOF ONLY)! GROOVE PANEL SIDELAP DETAIL PANEL to PANEL (STITCH SCREWS) DOOR CHANNEL CH -24. NOTCHED LEGS ATTACH TO OUTSIDE OF GIRT AND THE CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w/#10 x 1" PANCAKE HEAD SCREWS. EAVE STRUT FLAT SIDE OF 01-24 CLIP SELF -FRAMING WALKDOOR KIT #10 x 1" PANCAKE HEAD SCREW DOOR CLIP DETAIL SELF -FRAMING WALK DOOR KIT #10 x 1" PANCAKE HEAD SCREW GIRT FIELD CUT GIRT GIRT TO DOOR FRAME MAKE SURE DOOR FRAME IS PLUMB AND SQUARE BEFORE ATTACHING ALL SCREWS ON CH -24 CUP. SELF -FRAMING WALKDOOR DETAIL 9 - SCREWS PER PANEL ---#12 x 1 1/4" S.D.S. (Typ.) $ $ T I $ $ FASTENER SPACING FOR ROOF PANEL TO EAVE STRUT.. FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. 6 - SCREWS PER PANEL FASTENER SPACING FOR WALL PANEL TO EAVE STRUT. FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIDE) PURLIN. FASTENER SPACING FOR THE END OF SOFFIT PANELS. 3 - SCREWS PER PANEL 1 FASTENER SPACING FOR ALL INTERMEDIATE PURLINS. FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. FASTENER SPACING FOR ALL LOCATIONS AT LINER /PARTITION PANELS. FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. PANEL to RED -IRON FASTENER SPACING J� ELEVATION EAVE STRUT (TYP.) 1/2" X 1 1/4" A325 BOLTS (TYP.) J1 EAVE STRUT TO RIGID FRAME SHOP WELDED. CLIP TO SIDE OF COLUMN MAIN FRAME COLUMN EAVE STRUT PURLIN #12 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 IS TO ATTACH TO GIRT AS SHOWN AND ATTACH TO THE NEAREST PURLIN ABOVE. PURLIN / GIRT BRIDGING (BA -200) DETAIL SIDEWALL GIRT #5-TEK SCREWS ZEE ANGLE: ZA-7 (ATTACH ONE NEAR BASE OF COLUMN ALSO) D13 1/2" x 1 1/4" A325 BOLTS CORNER COLUMN O +J GIRTS TO CORNER COLUMN ENDWALL GIRT ZEE ANGLE ZA-10 ATTACH TO RAFTER w/ #5-TEK SCREW AT 24" O.C. A10 EAVE STRUT 1/2" X 1 1/4" A325 BOLTS PURLIN TO END RAFTER SHOP WELDED CUP TO SIDE OF COLUMN 1/2" X 1 1/4" A325 BOLTS FRAME RAFTER G4 PURLINS TO RAFTER PURLINS 11 11 R 11 11 11 11 11 11 it ELEVATION EAVE STRUT 1/2" X 1 1/4" A325 BOLTS SHOP WELDED CUP TO SIDE OF COLUMN MAIN FRAME COLUMN EAVE STRUT TO RIGID FRAME JAMB 1/2" X 1 1/4" A325 BOLTS GIRT TO JAMB GIRT 1/2" X 1 1/4" A325 BOLTS FRAME COLUMN 7 GIRTS GIRT TO MAIN FRAME COLUMN K7 COLUMN JAMB COLUMN II II II II FG -1 (GIRT) 1/2" X 1 1/4" A325 BOLTS ED=lah-9 OlrEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR INDIVIDUAL FRAMING DETAILS REFER TQ DETAIL DRAWING SIIEEIS. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING' SHEETS. J FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REO'D. PROJEcr. HUNTER RIDGE ENERGY LOCATION..RIFLE, CO 4 J i; W Q j << REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 201 SECTION ELEVATION COLUMN TO JAMB BY: BT CK: BWT DATE: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #: D1 PROJEcr. HUNTER RIDGE ENERGY LOCATION..RIFLE, CO 4 J i; W Q j BY: BT CK: BWT DATE: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #: D1 WALL PANEL 12 X 1 1/4" SD (3 -PER FT.) INSIDE CLOSURE TAPE MASTIC #5 -TEC SCREWS ANGLE: SA -12 BASE TRIM: BF -1 SKID FRAME F-1 33 BASE OF PANEL AT SKID REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 • f EAVE STRUT 1/2" X 1 1/4" A325 BOLTS JC -1L (SHOWN) JC -1R (OPP. HAND) JAMB SECTION JAMB TO EAVE STRUT ELEVATION SECTION HEADER 1/2" X 1 1/4" A325 BOLTS JAMB HEADER TO JAMB ELEVATION TRIM. RC 1 ROOF SHEET 14 X 7/8" SDS (12" D.C.) TAPE MASTIC #12 X 1 1/4" SDS (2 -PER FT.) OUTSIDE CLOSURE TR -23 RIDGE DETAIL CABLE CABLE GRIP WRAPPED AROUND CABLE -Tr- i I TrII Ili II II CABLE START CABLE AT ORANGE UNE ON CABLE GRIP Q1 COLUMN OR RAFTER WEB SLOT IN WEB TO INSERT BRACE EYE BRACE EYE DIAGONAL CABLE, BRACE EYE END SLOPE 1:12 2 9/16" 2:12 3 3/16" 3:12 3 3/4" 4:12 4 5/16" 5:12 6:12 5 5/8" TRIM: EF -1 2" #12 X 1 1/4" SD (2 -PER FT.) #14 x 7/8' SDS (12" O.C.) OUTSIDE CLOSURE WALL SHEET TR -1 ) STANDARD EAVE DETAIL INSIDE CLOSURE #12 x 1 1/4" SOS (3 -PER FT.) ROOF SHEET TAPE MASTIC EAVE STRUT START CABLE AT ORANGE UNE ON CABLE GRIP CABLE CABLE GRIP WRAPPED AROUND CABLE EYEBOLT SLOT N WEB TO INSERT EYEBOLT COLUMN OR RAFTER WEB HILLSIDE WASHER NUT w/FIAT WASHER DIAGONAL CABLE, EYEBOLT END EAVE TRIM (or GUTTER) DIMENSION "A" EXTEND GABLE FLASHING PAST EAVE FLASHING THEN CUT GABLE FLASHING BACK TO LAVE FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL DIMENSION "B" NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO SAVE FLASHING NOTE: BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. ROOF PANEL GABLE TRIM CP -1 CORNER PIECE (CP -1) BEHIND GABLE & EAVE TRIM. TR -14 CP -1 CORNER PIECE DETAIL TRIM: GF -4 14 X 7/8" SDS (12" O.C.) TAPE MASTIC ROOF SHEET 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 ZA-10, SEE DETAIL A10 12X 1 t 4 SDS (2 -PER FT.) jj14 X 7/8" SDS {(2 -PER 1'TT.) OUTSIDE CLOSURE WALL SHEET TR -18) STANDARD GABLE DETAIL ENDWALL SHEET 149 7/8" SDS (12" 0.C.) TRIM: CF -2 1112 X (71 j" SDS TR -26 SIDEWALL SHEET STD. OUTSIDE CORNER DETAIL WALL SHEET #12 X 1 1/4" SDS. or POP -RIVET TRIM: WJF-2 FIELD TRIM SHEET ® OPENING FS REQUIRED TR -31 JAMB TRIM DETAIL OPENING TR -33 HEADER TRIM DETAIL WALL SHEET 1291 1/4' SOS (3 -PER FT.) INSIDE CLOSURE TRIM: HS -1 BY: BT CK: BINT DATE: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #: D2 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAW/ J. FIELD SLOT RUSH MOUNT GIRTS FOR CABLE BRACING << TR -18) STANDARD GABLE DETAIL ENDWALL SHEET 149 7/8" SDS (12" 0.C.) TRIM: CF -2 1112 X (71 j" SDS TR -26 SIDEWALL SHEET STD. OUTSIDE CORNER DETAIL WALL SHEET #12 X 1 1/4" SDS. or POP -RIVET TRIM: WJF-2 FIELD TRIM SHEET ® OPENING FS REQUIRED TR -31 JAMB TRIM DETAIL OPENING TR -33 HEADER TRIM DETAIL WALL SHEET 1291 1/4' SOS (3 -PER FT.) INSIDE CLOSURE TRIM: HS -1 BY: BT CK: BINT DATE: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #: D2 0 TRIM: HS -1 (USE HS -2 AT SILLS THAT ARE ABOVE 6.-0") INSIDE CLOSURE WALL SHEET -34 fi WINDOW SILL TRIM DETAIL TRIM: RC -1 (RIDGE CAP) ROOF PANEL EXTEND TOP P, 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 lag O4EEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 BY: BT CK: BWT DATE: 71/ 7/13 DATE: 12/4/13 JOB # 6806-A DWG #: D3 Date and Time Sa gi 550 / USEOPPROPRATELY RATED UTNG F / DEVICES TO PICK /COMBS. FOUNDATION BLOCKS. * ft N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCNENDRT-0' 0 SECTION SCALE 3/441'8 CONCRETE CONSTRUCTION NOTES / SPECIFICATION 1. AU. CONCRETE WORK SHALL CSTRENGTH REOUIRBENTS TBEFACKPERF015000ACCITONS FFOR STRUCTURAL CONCRETE FFOR RBUILD GSLATEST EDITIN. AND AC1411411 BUS -DING CODE REOUIREAENTS FOR CR :. CONCRETEPARAAETERS SHALL BE NS FOLLOWS: £GOSUECATEGORY aCLASS Pc WO RA110 RN CONTENT AAC BLIMP F FR!$413 THAWING C S I CORROSIONSULFATE PROTECTION:: EXPOSURE p AT CECT party 28 DAYS TYPE _ _ F2 C. SI P0 45000N . IIS 146 45%10 4. TO 4' 3 AGGREGATES SHALL N CRUSHED STONE CONFOA.NIG TO 'SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 4. WATER USED 84 BM CONCRETE SHALL CONFORM TOASIM C1602. 5. REINFORCING GMS SHALL BE DEFORMED. INTERAEDATE GRADE HEW BELET STEEL CCIFORMINO 1O MTh A815 NaUDING SUPPLEMENTARY REQUIREMENTS SI, GRADE 6G. 8. E%POSED CORNERS SEUL BE CHAMFERED NC UNLESS NOTED. 7. TOLERANCES FOR ANCHOR ROD LOCATONS AtO REVAOON0 SHAIL BE AS MOWED N THE AMMAN INSTITUTE OF STEEL CONSTRUCTION (AOC) CODE OF STAIDPIO PRACTICE. s 3 FOUNDATIONS SWUNG F WO' (REF) DULLING FRAME 188 S 188 FOLINCAipN531 _ BUILDING FRA N30 WELLHEAD BUILDING FOUNDATION PLAN SOMEY6,14r 715 , 4/J/ W5 ` f ,f,.,r-rpmnr 4'e/e/ 5e7' ofi`,MeS r GyosS /e7i-eKc e iii*lec-eir-45. 8/s/A,�, EPDXY ANCHOR ROD DETAIL SCALENOIE AHCHOR ROD NOTES 1. NUTS SHALL BE ASTM A4563, GRADE C, WASHERS SHALL BE ASTM S438. 2. ANGINA RODS SHALL BE SET WEN TINPLATE CLEAN OL AND RUST FROM ALL ANCHOR RODS PRIOR TO PULING REFERENCE DRAWINGS DWG. NO. NO 0 lmDr-Ai•�em 2014-05-23 PROJECT DESCRIPTION PRGJ. ISSUED FOR 5016705030 EPCM Co. 5E EPCM N0. APPD. 201407-21 REVISED BUI_DINC ANCHORAGE 5E CAUTION : READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" ISSUE STAGE Brogan (A) BA (-) REV.NUMBER DATE BY 2014-03-05 THE Constr. (0) As-GuN (-) 2014-05-23 1W CHK0. CAN APPA. JA PERMIT STAMP ENGINEER'S STAMP .0( §! g (2)- 40510'LONG HBO EASE RODS MDT DIP WALK. PER ASTMA753 FELD LOCATE (MN ANCHOR SPACNG • 4T (SEE EPDXY ANCHOR ROC DEEAAL C ANCHOR PATIHIN DEUR) TYP.8 PLACES A BUILDING FRAME °UMW (REF.) - NUFTNG LUGS (tea V-7 1? 11'•71? 3'S P) NOTES 1. REFERENCE BCC STEEL PROJECT NO. ROM ,OR BUILDING DRAWINGS. 055ICaN GRRERHANI LOADING 2. PRE5L381WE SOIL ALLOWABLE LOAD4EAPNG VALUES FROM EC 2012 TABLE 11041 AREAS FOLLOWS d DOSS AT BUILDING LOCATON ARE ASSUMED TO DE CUSS 4NATERAL: SVD, ATV SAN). CLAYEY SAAR. SILTY GRAVE AND CLAYEY GRAVE. (SP. SIA SC. GM AND GC) b. VERTICAL BEARFN PRE55UE•201N PSF 4. LATERAL BEARING PRESSURE • 150 P5RET d. LITEPM S.LNG Wit:JAAWCE C007500NT•025 3. FOUD.ATON 5V8TB1 60ESIGIE0 TO LEMONS AND D ABOVE THE FROST UNE. CUBIT ACCEPTS ANY BIALDNGIAOVIIOR FROM FROST ACTION. 4. FF4AL GRADE SHOULD BE ATM PEAR TU.C.10 PREVENT DEERE BLOWN INSIDE BUEDNC encana.. natural gas r" SAMUEL ENGINEERING r 4030 WELLHEAD BUILDING rt.' GARFIELD. CO w: WATER INJECTION 26—T4S—R96W NT5 (D Size) IE 13005-02 , INC. STRUCTURAL CONCRETE - N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESS MAI_ STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) - NORTH PICEANCE RS ENP -N30 -W-5300 Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303114.4840 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 SAProjects 13005_Encana_Divide_Road\Engineering\SnvcturalConcrete\13005-02W30 Wellhead Building Foundation Memo.docx 2014-03-05, Date and Time Saved: (n(,) tt rEr (,a m r a N a M h 0' 0 au ma yN 3 N JI NM M W a sg kN s 14'-8' 30'-0' BUILDING FRAME 14'-8' 4" CO z USE APPROPRIATELY RATED LIFTING DEVICES TO PICK 4000LBS. FOUNDATION BLOCKS. 0 LL N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE: 3/4'=1'-0' (4)-#5E.W.T&B %I EPDXY ANCHORS (4)-#4x 5 2'-0" (MIN.) 415 @ MID -DEPTH SEE NOTE 4 COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN 8" LIFTS (TYP.) 4 Al SECTION SCALE: 3/4"=1-0" CONCRETE CONSTRUCTION NOTES / SPECIFICATION #5 x TO MATCH HORIZ. T&B BARS COMPACT NATIVE SOIL (SEE NOTE 2) SEE NOTE 3 z_ 5 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 IN ACCORDANCE WITH THE REQUIREMENTS OF ACI -318 CHAPTER 5. 2. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: EXPOSURE CATEGORY & CLASS f,� AT 28 DAYS CEMENT TYPE W/C RATIO AIR CONTENT MAX SLUMP F FREEZING THAWING C CORROSION PROTECTION S SULFATE EXPOSURE p PERMEABILITY F2 C1 81 PO 4500 psi I / II 0.45 4.5% TO 7.5% 4' TO 6" 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 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 INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD PRACTICE. Do FOUNDATIONS & BUILDING FRAME FOUNDATIONS & BUILDING FRAME z 0 0 D BUILDING FRAME •• Of (2) - %4a' 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 v M BUILDING FRAME OUTLINE (REF.) N30 WELLHEAD BUILDING FOUNDATION PLAN SCALE: 3/8'=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. DATE (YYYY 4W -DD) PROJECT DESCRIPTION PROJ. AFE EPCM Co. EPCM No. APPD. ISSUE STAGE DATE ernY-ru-DO) BY CHKD. APPD. PERMIT STAMP ENGINEER'S STAMP NOTES: CFI #4 LIFTING LUGS (TYP.) 02 1'-71/2" 1'-71/2' (TYP.) BLC0-3-14-3152 J J w ma y r - c CO W [J m W r- DI 100.3 (Q d ✓ w <a CUW 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. r encana.M A 2014-03-05 ISSUED FOR PERMIT 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 EAH JMK Bid Constr. - As -built - PERMIT STAMP AND PROFESSIONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) alga pc'.. N30 WELLHEAD BUILDING MAIN LSD.. GARFIELD, CO me WATER INJECTION NO . 26—T4S—R96W SGLLE NTS (D Size) IN? 13005-02 EP° SAMUEL ENGINEERING, INC. TITLE STRUCTURAL CONCRETE - N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES AREA NORTH PICEANCE CLASS R FILE N0. NP -N30 -W-5300 ith Encana Drafting Standards (ECA—DDM—S-01) Drawings Must Comply FILE: S:\PROJECTS\ 13005_ENCANA_DIVIDE_ROAD\CAD \ STRUCTURAL \13005-02 N30 WELLHEAD BUILDING \NP-N30-W-5300.DWG