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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-3-14-3153 EnCana N30 Pad Injection Building 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. � V \ oF eY//iv72 f4 ;,/Z7 /2-7111/eli4�/ r-' e ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOARD o ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION. APP Ciarn=1=110148 GABOUD COUNTY MAWIMOWSP } WITHOUT PLANS ON SITE BLCD-3-14-3153 DATE: 11-15-12 DRAW BY: T.B. RE1A5ED: 12-03-12 T.B. REVISED: 12-05-12 J.C.G. REVISED: 12-13-12 T.B. REVISED: 01-0B-13 T.B. 24avr cm Ng.Sten Ma. TL» oaloxev LOT 2 1/4 Sect/on the 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 H/cw .1",i,21°". LOT J 1/16 Section Li, LOT 4 p R/R8AAC£ ACREAGE. 5.498 t DR/0/140 GWERA SONS 3.156 t INTER/M RECLAIM CURRENT LAND USE GLOP LAND: 0150201,0 0 o8T LAND 0IMPROVED AWARE 0 NAT MEADOW 0 GRP -CROP LAIN: ■ROMANO DTWA 0rtuRTAnONAL ❑o1NEN (orale.) 9WNWDEO: oNnusRIAL oCWNMERGu oR30033. fl1L ARE LAND RT NO O NPRONO PAS..O NAT MEADOW O CRP LAW: . 0 ORA V. Max -are LAND: • RANmANo o TIMOR o RECREATIONAL o 0111Ex (orae.) SU®IAVEst 0 NDUSIRAL 0 Cg1MFOOAL O RESOENTAL PLANT cowmen, CAM. P•RDo•• biNar from WDNo-x) 0 DISTURBED GRASSLAND 0 NAME GRASSLAND 0 SHRUB LAND O PANS RIPARIAN 0 140111401 RIPARIAN • M EV Ivo o REMANDS ACUATC D ALPINE 0 OMER (Drab}. 9,Aa S 021'l 11.406 Public RoodRe 14571/ leo' Pe0407 LN• SRT. 4,841' 42187 Slew 5.042 a,roco Wor NOVA 4.4.11' Rama SORE 115 NILES 30 8 b SCALE 'Sheet 7a of 111 Encana Oil & Gas (USA) Inc. Vault Cow Stockpile 0/0,60ee Run -On Pmtectln (NAG 83) Latitude: 39.670128' Longitude: 108.100122' Wattle Detention Pond Sloshp44 0/00l0le Toe of Gem Detention Pond &lathy OM'h Rood 1/ Oetnt/n Pond SOoehp40 oRs ROutey oe of 8mm x670. 1/011 Line 589'429 •W - 2656.28' (Meas) 400' Offset from edge of Dlsturbonce 7.455 Brow Ca as /075 2RW8 w Stow tee al..eeole" Lap tonoeeear UINTAR ENGINEERING & LANG SURVEYING es e. 8D0 m • vnW. um4 81078 • (455) 749 -DIM GE%VERAL 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 ADDfTION 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 CONSTRUCT/ON.- °SPECIFICATION FOR THE DESIGN. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON & STEEL INSTITUTE. °SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BUILDING MANUFACTURERS ASSOCIAT/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 REQ'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.I.. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A-570, GRADE 55 WITH A MINIMUM YIELD POINT OF 55 K.S.I. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS WHERE INDICATED ON THE DRAWINGS SHALL BE ASSEMBLED & THE FASTENERS TIGHTENED IN ACCORDANCE WITH 'TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85) UNLESS • .OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS & FASTENERS SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER (UNLESS SPECIFIED OTHERWISE IN THE CONTRACT DOCUMENTS). PANEL NOTES: FLAT SURFACES MAY DISPLAY SLIGHT WAY/NESS. THIS PHENOMENON, KNOWN AS "OIL CANN/NC", 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: _ '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: ROOF LIVE LOAD: ROOF SNOW LOAD: BASIC WIND SPEED: SEISMIC DESIGN CAT: SEISMIC COEF: IMPORTANCE FACTORS: SNOW: 1.00 3 PSF (ROOF PANELS, PURLINS, ETC.) 2 PSF PSF PSF MPH,EXP: C 20 0.465 SEISMIC: 1.00 WIND: 1.00 OTHER DESIGN CONSIDERATIONS: PURCHASER RESPONS/B/L/T/ES.• APPROVAL OF 8 & 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 8 & 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 8 & C STEEL CORPORATION UNLESS SPECIFICALLY INDICATED. BY SIGNING THE APPROVAL DRAWINGS WITH EITHER THE "APPROVED" OR "APPROVED AS NOTED" CHECKED IN THE BOX BELOW, IT IS UNDERSTOOD THAT B&C STEEL CORPORATION WILL PROCEED WITH THE FABRICATION OF THE BUILDING AND IT IS FURTHER UNDERSTOOD THAT THE PURCHASER ACCEPTS THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS AND THE PURCHASER RESPONSIBILITIES LISTED ABOVE. SIDING & ROOFING PANEL STORAGE INSTRUCTIONS: SIDING & ROOFING PANEL BUNDLES EXPOSED TO MOISTURE SHOULD BE ELEVATED ON ONE END FOR DRAINAGE. BUNDLES EXPOSED TO MOISTURE FOR EXTENDED PERIODS OF TIME SHOULD BE TARPED. COMMON ABBREV/A T/ONS & PIECE MARKS: 1. EW 2. SW 3. 511.4. 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. 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" Cover/ 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: 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 Cover/ Grgen EAVE TRIM Cover/ Green GUTTER TRIM n/o DOWNSPOUTS n/a CORNER TRIM Cover/ Green FRAMED OPENINGS Cover/ Green OTHER (SPECIFY) (NOTE: DOWNSPOUT COLOR WILL BE WALL PANEL COLOR /F NOT SPEC/RED) ACCESSOR/ES /NCL UDED: QTY: DESCRIPTION: 2 FIELD LOCATED 3o7oM SF WALKDOOR KIT (COLOR TO MATCH WALLS) 2 DOOR CLOSER 2 PAN/C DEV/CE 1 4'-0" x 4'-0" ADJUSTABLE LOUVER (PAINTED TO MATCH WALLS) PURCHASER: [Pi PROJECT: HUNTER R/DGE ENERGY (/NJECT/ON WELL BLDG) JOB NUMBER: 6806-,4 P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/ONS: OE-SCR/PITON BATE A 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 IP 2" 29'-4" Q Y T 6' —0" 7' 8" 8' 0" 7,-8" 2 2" 2" 6'-0" 7'-8" 2" 2" / \ r DETAIL "A" i— [ / , l ° • ff� DETAIL "A" 2 2 8'-0" 2" 2" N l / "-DETAIL "A" fDETAIL "A" 1 ° • 2tf2" DETAIL "A"J 7'-8" 2 2 / 1 DETAIL "A" / 1 • 2" 2 O ANCHOR BOLT SEI IING PAN 4 OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. AB Dia= 3/4" 0 0 DETAIL A See evul'ineerelo de/W/4 /949/Wed 4 PIS /7/1414-5 . ANCHOR BOLT SUMMARY Diameter Projection Qty Location (in) (in) 0 16 Skid 3/4" 3.00 8" 30'-0" REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 FLOOR FRAMING / SKID PLAN A DETAIL B e3,[ OTrEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. REFER TO SHEET A2 (& A3 IF REOD) FOR REACTIONS & OETAILS. 2. DIMENSIONS AT OPEN/NCS ARE TO FACE OF JAMBS SEE DETAILS J ANCHOR BOLTS TO BE SET TO ± 1/8" IN LOCATION & ELEVATION. J < 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 ri ,„ximum/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 dots: 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_Left1 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+Colloteral+F1 UNB_SL_R FRAME LINFc. 1 2 3 iv 0 COLUMN LINE H V RIGID FRAME: MAXIMUM REACTIONS Column Reactions (k ) Frm Col Load Hmax V Lood Hmin V Line Line ID 1* A 1* B H Vmax ID H Vmin 2 0.9 4.1 5 -1.0 -1.0 7 0.4 6.1 3 -0.7 -1.3 6 1.0 8 -0.4 1* Frame lines: 1 2 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 Horz Vert Horz Vert L_EW 1 F_SW B R_EW 3 B_SW A .Rigid Frame At Endwall 1,2 0.5 0.4 0.2 0.2 Rigid Frome At Endwall 2,1 0.5 0.4 0.2 0.2 See eI49/•ke9re d .2&TA/ l5 ,4/71.4 -ed /ze/74 REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES. 1. Anchor Bolts and other embeded items are not by B&C STEEL. 2. Foundotion and other Concrete Design is not by B&C STEEL. J. Consult a local engineer for Concrete & Foundation Design.. 0 PROJECT. HUNTER RIDGE ENERGY 0 C.) Wi LI- Q( s PURCHASER. T.P.I. PROJECT. HUNTER RIDGE ENERGY 0 C.) Wi LI- Q( 0 0 BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #. 6806-A DWG #: A2 SPLICE PLATE & BOLT TABLE Mark SP -1 SP -2 SP -3 Qty. Top Bot Int Type [No Len.. 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" 3 1" / \ P--, 2"0 1" x 5" x 8" PLT. (4 — LOCATIONS) PLATE IS CENTERED ON TOP OF COLUMN LIFTING POINT DETAIL 3" Q3" 12 12 W8x31 SKID FRAME (F-1) 6'-8" • Clearance +/- 8'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION - LINE: 1 LOUSE (.LIPS J ANULLS FRAME LINE 1 & 3 ❑ ID MARK/PART 3 ZA-7 12 12 n V7 W8x31 SKID FRAME (F-1) RFj_ 6'-8" "Clearance +/- 8'-0" OUT -TO -OUT OF STEEL FRAME CROSS SECTION - LINE: 2 MLMtit1 SILt IAIiLL MARK MEMBER LENGTH WEIGHT RF1-1 RF1-2 W8x13 W8x13 8'-0" 3'-4 7/8" 129 61 REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 �' 2P.t0 _ RF1-2B a 1q-10 — N RF1_2C a G-1 r L J ti m C) Ta SA -12 C�7 n u n n W8x31 SKID FRAME (F-1) 6'-8" Clearance +/- 8'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION - LINE: 3 3"N. 12 3❑ 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 W Q v PROJECT: HUNTER RIDGE ENERGY LOCATION RIFLE, CO BY: BT CK: BWT DATE: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #: El REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 201 4" 4" Ju -u uul-Iu-Vul ur J Iru. 14'-8" 0 Q 14'-8" 6'-0" 23 E-1 E-2 (Erector to Locate) • EJ G-2 © 1 1 W 92 \ (Field Locate as Req'd. for Solar Panels) \ \ i \- \\ / \ G-2 i H6 1 I G-3 J _ _ i i \ ai \\jL oz p� SA -12 4 \ \ BA -200 3070 (Field Locate) I J I RFI -1C F-1 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 30'-O" OUT -TO -OUT OF SIttL I RF1-1B (D 14'-8" 0 14'-8" 6'-0" (Erector to Locate) ID ID E-3 4) E-1 • 1 Mz \ \ WH -2 \ \ i BA -200 3 --d. WH -2 FG -1 i---, \ i \ i \ CP, \ \CB 3070 (Field Locate) I of `" a2 i \ e' / SA -12 9 F-1 ' I RF1-1C L E I RF1-1A 9' B" 4'-0" 1'-0� BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A I RF1-1B 4" LOUSE ULINS / AN6LES FRAME LINE B & A 0 ID MARK/PART 2 4 5 JC -L JC -R CH -24 (Field Adapt) GC -15 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. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REO' << BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #. 6806-A DWG #: E2 30'-0' OUT -TO -OUT OF STEEL 4" 14'-B" 14'-8" E-3 ----7 RF1-2B_ — __ E RF1-2A RF1-2C — CB -r1 —-- P-1(Typ) CB, P-2(Typ) RF1 2C — _ P-1(Typ) -- _ — RF1-2A P-2(Typ) RF1-2B CB- — -- -- C8-2 E- 1 E-2 -200 ROOF FRAMING PLAN 4° 0 0 RC -1 ROOF SHEETING PANELS: 26 Ga. "PBR" COLOR: Covert Green 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: 11/ 7/13 DATE: 12/4/13 JOB #: 6806-A DWG #: E3 r w EF- 1 O O I I. as HS -1 N U 3 N L, 3 BF -1 FRONT SIDEWALL SHEETING ELEVATION © FRAME LIN PANELS: 26 Go. 'PM' - COLOR: Covert Green EF- 1 BF -1 • GOCS, pleb , /,,¢ys S pe, 1c5D 9 Sec /cog. . G/714/ 'KS Vee//oon /Il z609 2 /- y/e l q . 0 v as HS -1 HS -1 N N O {y .. , . 3 3 3 HS -1 — — — — — — — — — — — — — — — — — — — — — — — — — — — fT \ BF, -1 v,D0lice��1 i C" ' PQ D T. S • `r� i 35951 z• toot BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. 'PBR' - COLOR: Covert Green REVIEWED By Richard T Smith at 6:06 pm F 14, 2014 3" 12 N 0 U cP MA -4R P-1 0) BF -1 3"� 12 RIGHT ENDWALL SHEETING ELEVATION ® FRAME LINE 3 PANELS: 26 Ga. 'PER" - COLOR: Covert Green 12 N L V MA -4R 8F-1 3"� 12 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 0 PANELS: 26 Ga. 'PBR' - COLOR: Covert Green E4g[- O4LIEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES,' 1. FOR INDIVIDUAL SHEET/NC & TRLM DETAILS REFER TO DETAIL SHEETS. Z PANEL START DIMENSION /S CENTER OF FIRST Hl -RIB TO STEEL LINE j IF N0 PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS as BY: BT CK: BWT DATE: /1/ 7/73 DATE: 12/4/73 JOB #: 6806-A DWG #: E4 9 - SCREWS PER PANEL .-#12 x 1 1/4" S.D.S. (Typ.) 6" 16" 16" 16" 16" 16" 16" 16 IF. • I , q 1 q q 1 1 1 q 1 -- �� I I I I I I I I I T� FASTENER SPACING FOR ROOF PANEL TO EAVE STRUT.. EAVE STRUT PURLIN iEAVE STRUT 1/2" X 1 1/4" la[---- — _ FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. #12 x 1 1/4" SD A325 BOLTS a ir i 12 x 1-1/4" S.D.S. ``\J i L = "t EXTERIOR (PANEL to RED IRON) 6 - SCREWSgPER PANEL - 7 PANELS I I _ _ - � 2535 N. 10th ST. '' 14 x 7/8" S.D.S. g g �} u Y tl tl II 0 =l�• _ i GERING, NE 69341 _ LINER PANELS PANEL to PANEL I 1 1 I 1 �__�__/-1 f -t FOR PANEL TO EAVE #12 o 1 1/4" SD PURLIN BRIDGING ANGLE (84-200) 1 I I O (308) 632-6188 14 x 7/8" S.D.S. FASTENER SPACING WALL STRUT. J_ PANEL to PANEL) FASTENER SPACING FOR ROOF PANEL TO PFAK (ar HIGHSIDE) PURLIN. GIRT BRIDGING ANGLE _ - - - P (BA -2D0) 7 DETAIL DRAWING SHEETS DETAIL DRAWING SHEETS. 4BLE BRACING AS REO'D. _ I o #14 x 7/8" SDS FASTENER SPACING FOR THE END OF SOFFfT PANELS. 3 -SCREWS PER PANEL #12 x 1 1/4" SD ZEE ANGLE: ZA-10 ATTACH TO RAFTER CUP EOFECCOLUMN T I T GIRT w/ #5-TEK SCREW TOOSIDE o TAPE MASTIC CAPILLARY 1 1 I NOTE. AT 24" O.C. y (ROOF ONLY)! r GROOVE ^—� FASTENER SPACING FOR ALL INTERMEDIATE PURUNS. - BRIDGING (SAG) ANGLE AT ENDWALLS IS TO ATTACH •., FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. AlO GIRT AS SHOWN AND ATTACH TO THE NEAREST PANEL SIDELAP DETAIL FOR PANELS. PURLIN FASTENER SPACING ALL LOCATIONS AT LINER/PARTITION FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. ABOVE. O ct o PANEL to PANEL (STITCH SCREWS) PANEL to RED -IRON FASTENER SPACING PURLIN / GIRT BRIDGING (BA -200) DETAIL A10 PURLIN TO END RAFTER y QC avS DOOR CHANNEL CH -24. NOTCHED LEGS ATTACH TO OUTSIDE OF GIRT AND THE Z o CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w/#10 k 1" PANCAKE HEAD SCREWS.I 1/2" x 1 1/4" A325 BOLTS x t 1/4" co V J SIDEWALL GIRT 1 1/2" X 1 1/4" A325 BOLTS A A325s BOLTS j m SELF -FRAMING KIT #10 x 1" PANCAKE iiiii1EAVE STRUT HEAD SCREW FLAT SIDE OF 1 CORNER 1 Ir - - - M e COLUMN FRAME RAFTER FRAME COLUMN O k•-•WALKDOOR s m o 2 y0 Lz GIRT CH -24 CLIP -1111 r - ti FIELD IEL CUT O --i - - - - rG© CI 1- 0 W M I I 1 I I cij FISH I I I I I ~O O I I O O I I O L O I a a SELF FRAMING lir �� - J - - - - ......... DOOR WALKDOOR KIT #10 x 1" PANCAKEIII- HEAD SCREW CLIP DETAIL GIRT TO DOOR FRAME #5-TEK SCREWS ENDWALL ZEE ANGLE: ZA-7 BASECOFH OCOL MNNE RALSO) GIRT PURLINS GIRTS \,0 P�pO LI sF�s,' i VO •• T. •.0 # : V� i : ## : •CC 3 ' 51 z ER RIDGE ENERGY MAKE SURE DOOR FRAME IS PLUMB AND SOUARE• BEFORE ATTACHING ALL SCREWS ON CH -24 CLIP. • • • PO' : �/ AC1 SELF -FRAMING WALKDOOR DETAIL D13 GIRTS TO CORNER COLUMN G4 t PURLINS TO RAFTER H6 GIRT TO MAIN FRAME COLUMN �� •s�''•••• ••''��Ca��� EAVE STRUT (TYP.) EAVE STRUT 1/2" X 1 1/4" 1/2" X 1 1/4" JAMB REVIEWED v A325 BOLTS (TYP.) A325 BOLTS 1/2" X 1 1/4" COLUMN By Richard T Smith at 6:06 pm, Feb 14, 2014 A325 BOLTS JAMB rp IIII II ©II COLUMN J\� \ ---- I l O Il 11 I p l R II I 0 I �0� I q II m 1 L-- 11 = -- -- 11 - 1 1 1 -= 11 11 O I I I I I i cr.) 11 Il II II SHOP WELDED CLIP TO SIDE OF COLUMN 1 II II SHOP WELDED CLIP TO SIDE OF COLUMN �- J O QC V O V FG -1 • (GIRT) MAIN FRAME COLUMN MAIN FRAME COLUMN GIRT 1/2" X 1 1/4" BY: DATE: A325 BOLTS BT 11/ 7/13 ELEVATION ELEVATION SECTION ELEVATION CK: DATE: BWT 12/4/13 EAVE STRUT TO RIGID FRAME EAVE STRUT TO RIGID FRAME m ' GIRT TO JAMB ' COLUMN TO JAMB JOB. 6806—A DWG #: D1 "arq START CABLE AT - EAVE STRUT OR RAFTERCOLUMNWEB ORANGE UNE ON CABLE GRIP � � 1/2" X 1 1/4" COLUMN OR A325 BOLTS HEADER CABLE CABLE :� SLOT IN WEB II BRACE EYE.=/ERWEB TO INSERT 1 I = ` ��� I u �C L� _ ` I _ CABLE GRIP �- HILLSIDE WASHER 2535 N. 10th ST. _ "' • " WRAPPED i• �......&< GERING, NE 69341 I p �+ I i i • i AROUND CABLE �' j�� BRACE EYE CABLE GRIP ` (308) 632-6188 i i —, I I I= WRAPPED 4�1 AROUND CABLE II I JC -1L (SHOWN) II EYEBOLT DETAILS REFER TO DETAIL DRAWING SHEETS ETAILS REFER TO DETAIL DRAWING SHEETS INT CYR1S FOR CABLE BRACING AS RED"D. I JC -1R (OPP. HAND) 1/2" X 1 1/4" A325 BOLTS � 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 �I JAMB TO EAVE STRUT ® HEADER TO JAMB 01 DIAGONAL CABLE, BRACE EYE END 02 DIAGONAL CABLE, EYEBOLT END SLOPE * ROOF PANEL FOR INDMDUAL FRAMING FOR CABLE BRACING D FIELD SLOT RUSH MO 1:12 2 9/16" 2:12 3 3/16" 7/8") SDS X0.1/)8" INSIDE CLOSURE 14 WALL PANEL TAPE MASTIC 3:12 4:12 3 4 3/" 4 5/16" ` 1 112 X 1 1/4" SOS 1 TRIM: GF -4 (12" O.0. TAPE SD 5:12 5" i (3 -PER FT.) , MASTIC SCREWS 6:12 5 5/8" 90 ROOF SHEET 32PER1Ff/4" 15-TEK 2" ROOF SHEET■ EAVE TRIM ��� . ANGLE. SA -12 INSIDE CLOSURE ANGLE: SA -12 TAPE MASTIC — (or GUTTER) GABLE TRIM ZA-10, SEE ■, T ti '^i '1 DIMENSION "A" CORNER PIECE (CP -1) 12 X 1 1/ 4" SOS TRIM: EF -1 _ BEHIND GABLE & EAVE FT. O < < JJJ EXTEND GABLE FLASHING PAST EAVE FLASHING TRIM.2-PER I _ ``"" _ X12 X 1 1/4" SD I THEN CUT GABLE FLASHING BACK TO EAVE p0 Lice BASE TRIM: BF -1 (2 -PER FT.) .I% FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL 14 X 7/B" SDS �2-PER ') i OQ s A, �1 � • s p T....• F ► X14 x 7/8" SDS "8" •• • , V • QPS • �� SKID FRAME: F-1 O.C.) DIMENSION OUTSIDE CLOSURE ..„..,Zs Lj : R RIDGE ENERGY (12" OUTSIDE CLOSURE EAVE STRUT NOTCH BOTTOM LEG ONLY OF GABLE FLASHING• BACK (APPROX. 1") TO EAVE FLASHING • � 359 = WALL SHEET : •• WALL SHEET NOTE: • ; BOTTOM LEG OF EAVE FLASHING MUST BE NOTCHED SIMILARLY. � 0 •13 :: cc, O • T3 BASE OF PANEL AT SKID TR -1 STANDARD EAVE DETAIL < TR -14) CP -1 CORNER PIECE DETAIL TR -18 STANDARD GABLE DETAIL k: 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, 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) HELD CUT BOTTOM LEG OF RIDGE CAP AT APEX TR -35 PEAK BOX (MA -4R) PEAK BOX (APEX) DETAIL REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 ea[1/4 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR /NOMDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS. 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. 3. F/EID SLOT FLUSH MOUNT CIRTS FOR CABLE BRACING AS REO' as BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #: 6806-A DWG #: D3 Date and Time ffia 5t E6 moi$ V ' *' USE APPROPRIATELY RATED LIFTING / DEVICES TO PIG( IOCOLBS. FOLRDATON MOORS. i l� N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE V414110 EPO%0 ANCHORS 0 SECTION SCALE: 21141'5' CONCRETE CONSTRUCTION NOTES / SPECIFICATION 445 ®NDDEPIH SEE NOTE 4 COMPACT NATNE SOIL SURROUNDING P00500TONS IN LIFTS (TMP.) 55A TO MATCH NORM TSB BARS COMPACT NATIVE 50L (SEE NOTE 21 SEE NOTE 1. ALL CONCRETEWORN WW1 CONFORM TO THE REQUIREMENTS OF 004301 SPECFICATONS FOR STRUCTURAL CONCRETE FOR BULDNUS LATESTEOITION. AND AC1318-11 BUILDING CODEFEOUNEAENTS FOR REINFORCED CONCRETE. CONCRETE STADIO N'TFSMIAll BE PERT -OWED N ACCORDANCEWTTH THE REQURBENTS OF AG31B CHIMER 5. 1 CONCRETEPARAAETERS SHA.BE AS FOLLOWS: E1O'OSURE CATEGORY& CLASS Il 28 DAY5 CEMENT TYPE WO RA110 AM CONTENT MAX SLUR' FREEING THAWMD CORROSION SULFATE PROTECTION.0a05HiEE PE>a1FREEING&LIY F2 CI St FO 4510 psi 111 0.46 475% 4.700 3. AGGREGATES SHALL BE CRUSHED STONECONFORANG TO 5PECHCATON FOR CONCRETE AGGREGATES. ASTM C33. 4. WATER USED N MOM CONCRETE SHALL CONFORM TO AMA C/602. 5. RENFORCNG BANS SWILL BE DEFORM&), INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A815INCLUDING SUPPLEMENTARY REQUFBAELITS SI, GRADE 80, 6. EXPOSED CORNERS 01560056 CHAMFERED FP UNLESS NOTED. 7. TOLERANCES FOR ANCHOR RODLOCATIONS AND EIEVATONBSHALL BE AS DEFINED N THE AMERICAN INSTITUTE OF MEL CONSIRUCTON(AGO CODE OF STANDARD PRACTICE. 305' (REFI (21- V6161IP LONG HE11 Hes{ RODE HOT DIP GALV. PER AS1110150 FIELD LOCATE (MN ANCHOR SPACING NET (SEE EPDXY ANCHOR RCD DEIALB ANCHOR PATTERN DETAIL.) TMP. S PLACES N30 WELLHEAD BUILDING FOUNDATION PLAN mu P3T-TJ Tues e ,eevzs/Lus Ae ,,'c�� cic,055 "e-le'reAtree ✓, � f��r� iUrrS 8/z.0 4 - RASETRREADE> RDD ASSEMBLY NON NUTS WASHER ISM ANCHOR NOTE 11 T ROUGH C0N0 (ODI DRILL BP G0 7I00 XLW ANCHOR RCD HT -RE SWSD 0701TYADHESIVE SYSTEM EPDXY ANCHOR ROD DETAIL SCALE NOW ANGOR ROD NOTES 1. NUTS SHALL BE ASTM A563. GRADE C, WASHERS SHALL BE ASTM 6.436 2 ANCHOR RODS SHALL RE SET WITH TEMPLATE CLEAN OL AFD RUST FROM ALL ANCHOR ROOS PRIOR TO PLACING REFERENCE DRAWINGS DWG. N0. N0. 0+10 PROJECT 005003PTON PROD. APE EPCU Co. EPCM Vo. APPD. ISSUE STAGE OAR By CHICD. CPPD. PERMIT STAMP ENGINEER'S STAMP 201423 ISSUED FOR 703000LCOON 1014-07-21 REVISED 1301.041C 03400020 SE CAUTION : READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" REV. NUMBER Pre.. (A) -06 1HF FMI 20IA-00-23 TNF EMl 2014-03 BM (-) Conn. (0) JYK_ JYK A -Nail (-) 1-71!2 1 1,7 tt?' FOIALNIONS 6 BUILDING RINE wB (64 WADING FRAME OUTLINE (REFI N LFR4G LUGS >r — 11 CP TO BOTTOM FLANGE '- Rh SMTIO'S' W((2)-iire HOLES ANCHOR ROD PATTERN DETAIL 5G11PN01E NOTES 1. REFERENCE BBC STEEL PROJECT NO. 6806A TOR SUNMNG gNWBNGS. 30010110511054501051010556 1. PRESLNPNVE 50L ALLOWABLELLMU.EAANG VALUES FRGA BC 1012 TABLE 144061 ARE AS TOWNS 0 sous AT Buxom LOCATKN ARE ASSUMED TO BE CUSS,.1uTEP5L: SAM1. SLTYSAO.DUVET SMD, SIT/ GRAVEL 13(560451AND CLAYEY GM AND (C) b. 5035CAL BEARIO PRESSURE • 2505PSF o. LATERAL BEARING PRE55URE.150 P5FIFT d. LATERAL SIGNS FESISTAAACE OOEFR NI.426 3. FOOTE:ATIONSYS1EMEOESICNEO TOLE MOBLE AND IS ABOVE 'NE FROST INC CLIENT ACCEPTS ANY BIBDNG MOVEMENT FROM FROST ACTON. 4. FINN. GRADE WNEAR TOE. DEBRIS oaaiwioiwo encana. nafura! gas K"' N30 WELLHEAD BUILDING S GARFIELD, CO „r WATER INJECTION Im 26-T4S-R96W x.c NT5 (0 Size) I°„,p1 13005-02 SAMUEL ENGINEERING, INC. STRUCTURAL CONCRETE — N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES PERMIT STAMP AND PROFESSONAL STAMP AFFIXED ABOVE SHALL APR_Y ONLY TO REV(s) AA NORTH PICEANCE RS NP—N30-1I-5300 gs Must Comply with Encana Drafting Standards (ECA—DDM—S-01) Samuel Engineering We Provide Solutions 8450 East Crescent Parkway, Suite 200 Phone: 303.714.4840 FAX: 303.714.4800 Greenwood Village, CO 80111 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. Eric Henderson, P.E. Engineering • Project Controls • Estimating • Construction Management S:\Projects\13005_Encana_Divide_Road\Engineering\Structural Concrete\13005-02\N30 Wellhead Building Foundation Memo.docx 2014-03-05 Date and Time Saved riE ef U-4 Iy m m N 4M 0 r — oi CO 0 0 _ N 0� N 'n � M M O w sQ W� of // USE APPROPRIATELY RATED LIFTING i DEVICES TO PICK 4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE: 3/4'=1'-0" (4) -#5 E.W. T&B %a EPDXY ANCHORS /—(4)-#4x 5 2'-0' (MIN.) #5 @ MID -DEPTH Al SECTION SCALE: 314"=1'-0" CONCRETE CONSTRUCTION NOTES / SPECIFICATION SEE NOTE 4 COMPACT NATIVE SOIL SURROUNDING FOUNDATIONS IN 8' LIFTS (TYP.) #5 x TO MATCH HORIZ. T&B BARS COMPACT NATIVE SOIL (SEE NOTE 2) SEE NOTE 3 0 N z_ 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 'c 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'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 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. 4" 30'-0" 14'-8" BUILDING FRAME 14'-8" 4" FOUNDATIONS & BUILDING FRAME FOUNDATIONS & BUILDING FRAME 1 PROJECTION EMBEDMENT LENGTH 1 _. ,..____ 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. 7/8113 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 Orn-r-tY,-DO) PROJECT DESCRIPTION PROJ. AFE EPCM Co EPCM No APPD. ISSUE STAGE DATE (YYW-MY-DO) BY CHKD APPD. PERMIT STAMP 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" d W CO 2 z LIJ Prelim. A 2014-03-05 THF EAH JMK Bid Constr. As -built - ENGINEER'S STAMP m z 0 0 0 0 z 0 LL LU CCLL (9z 0 ro m (2)-Y4"0x10"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 #4 LIFTING LUGS (TYP.) N 1'-71/2" 1'-71/2' 3' 3" (TYP.) ON- 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. natural gas FAC' N30 WELLHEAD BUILDING LSD GARFIELD, CO FiTADDe WATER INJECTION so. 26—T4S—R96W su E NTS (D Size) NPN 13005-02 E 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 RP -N30 -W-5300 Drawings Must Comply with Encana Drafting Standards (ECA—DDM—S-01) S:\PROJECTS\ 13005_ENCANA_DIVIDE_ROAD\CAD \ STRUCTURAL \13005-02 N30 WELLHEAD BUILDING \NP-N30-W-5300.DWG