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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-3-14-3151 EnCana N30 Pad Injection Building Pi3 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. Set /25 ofA'/Wi/- /lf�i�ty �P�GI//"C'mP�A l ELECTRICAL PERMITTING & INSPECTIONS ARE BY THE COLORADO STATE ELECTRICAL BOAR? ELECTRICAL FINAL APPROVAL IS REQUIRED AT CO/FINAL INSPECTION APPROVED Sit' TO NOD EXCEPTIONS & INSPECTIONS GARirfirLD COUNTY BUILD tOrip DaEe.3 20/' ,07 NO INSPECT/ON wrivouT THESE PLANS OPISITE 44•. 0 V W 0 J_ H C/3 L m +.0 c m 1, DATE: 11-15-12 DRAWN BY: T.B. REVISED: 12-03-12 T.8. REVISED: 12-05-12 J.G.G. REVISED: 12-13-12 T.8. REVISED: 01-08-13 T.B. LOT 2 1957 Braes Cop 0.4 High, Mound o/ Stenos lot 39.673557' Long: 108107664' 1/4 Sect/on 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 h 1057 Brans Cop 94 High Cat 39.666064' Lang: 108107683' A LOT 3 Z LOT 4 1/16 Section Line 116 Section Line Encana Oil & Gas (USA) Inc. Vault Cover Stockpile S/oshpl/e Run—On Protection WELL HE40 14VOWD-30 (NAD 83) Latitude: 39.670128' Longitude:: 108.100122' Z Detention Pond Wott/e Detention Pond Sloshpile II Existing—Troc . ETt 30 Sloshpi/e Toe of Berm Detention Pond 7 /1 Wattle Proposed County Rood Re—Route a SCALE /Sheet 7a of 111 Existing Divide Road S/oshpl/e Wattle Toe of Bern Existing 2--Tracc \\ k \\ 11 \\ Section Line 400' Offset from edge of Disturbance 7957 Brans Cop 83 N/gh, Mound 1 Stones Lot 59.866076' Lang: 706098257' DISTURBANCE ACREAGE.' 5.498 t DRILLING OPERATIONS 3.156 f INTERIM RECLAIM rFN10: LAND USE CHOP !ANO: 0I44I661E0 CORT LAND DIMPROVED Pg51UflE C1 NAT MEADOW 0 CRP NON -CROP LAND: O RANGELAND 0 SLIDER 0 RECREATIONAL 00THER (Oeseribe) SUBDINDEO: O INDUSTRIAL in 504406ON. 0 RESIDENTIAL FUTURE LAND USE CROP LAND: 0 IRRIGATED 0 DRY LAND 0 IMPROVED PASTURE 0 NAY MEADOW 0 CRP NON -CROP LAND: O RANGELAND 0 TIMBER O RECREATIONAL 0 OTHER (Deocrlbo) 5/80151DE0: 0 INDUSTRIAL 0 COMMERCIAL 0 RE8DEN11AL PLANT COMMUNITY E/Mtng Feature., Dibtance from 145010-30) 0015104860 GRASSLAND Building N21W 11,400' 0 NATIVE GRASSLAND 0011RU8 LAND Public Road 115710! 260' 0 RAINS RIPARIAN Property LNe 52713 4,641' O FOUNTAIN RIPARIAN II FOREST LAND Utility 088W 5,343' 0 PETLANDS AQUATIC Surface Water ROSIN 4.090' 0 ALPINE 0 OTHER (O4ealbe): Railroad 502E 13.5 811.E5 5894429"W — 2656.28' (Meas.) UINTAH ENGINEERING & LAND SURVEYING 66 Se. 200 Sad ° Vernal, 066h 84078 ° (436) 786-1017 GENERAL NOTES: THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON THESE DRAWINGS. CONSULT B&C STEEL CORP. BEFORE ANY ALTERATION TO THE STRUCTURAL SYSTEM IS DONE OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS. B&C STEEL WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS THAT ARE NOT INDICATED. THIS METAL BUILDING IS DESIGNED IN ACCORDANCE WITH STANDARD PRACTICES WHICH ARE BASED UPON PERTINENT PROCEDURE AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS & CODES: 1. THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION; "SPECIFICATION FOR THE DESIGN. FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. AMERICAN /RON & STEEL INS77TUTE: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELD/NG SOCIETY: "STRUCTURAL WELDING CODE:" AWS D1.1 4. METAL BUILDING 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 5D KI.S.I. FOR FLANGE & WEB AS REQ'D. 8Y 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 -Nur 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 WAV/NESS. TH/S PHENOMENON, KNOWN AS 0/L CANNING'; CAN BE CAUSED BY STEEL MILL PRODUCT/ON TOLERANCES, FABRICATION TOLERANCES AND/OR FRAM/NG MISALIGNMENT, AND /S NOT A CAUSE FOR REJECT/ON. INSTALLATION OF MATER/AL CONSTITUTES ACCEPTANCE.) BU/LD/NG LOADS / DESCR/PT/ON: WIDTH: 8 LENGTH: _ ',30 HEIGHT: 8 /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 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: 75 PSF BASIC WIND SPEED: 115 MPH ,EXP: C SEISMIC DESIGN CAT: B 'tEISMIC COEF: 0.465 IMPORTANCE FACTORS: SNOW: 1.00 SEISMIC: 1.00 OTHER DESIGN CONSIDERATIONS: WIND: 1.00 THE PURCHASER RESPONS/B/L/T/ES.• APPROVAL OF B & C STEEL CORPORATION DRAWINGS INDK:ATE 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 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 PER/ODS OF 17ME SHOULD BE TARPED. COMMON ABBREVIATIONS & P/ECE MARKS: 1. EW 2. SW 3. SIM. 4. TYP. 5. BS 6. NS 7. FS 8. SL 9. CL 10. MF 11. LT 12. WF 13. RF ENDWALL) = SIDEWALL) SIMILAR) TYPICAL) BOTH SIDES) = NEARSIDE) FARSIDE) = STEEL LINE) CENTERLINE) = MAIN FRAME) = LEAN-TO) = WIND FRAME) RIGID FRAME) 14. QTY = 15. ONT 16. EL = 17. ELEV = 18. F.F. =- 19. 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 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 SCh'EDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL PBR" Cover/ Green 26 WALL PANEL PBR" Cover/ Green 26 SOFFIT PANEL n/o CORNER TRIM LINER PANEL FRAMED OPENINGS Cover/ Green PARTITION PANEL OTHER (SPECIFY) J FACIA FRONT PANEL FACIA BACK PANEL (NOTE: SOFF/T PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPEC/F/ED) BU/LD/NG TRIM COLOR SCHEDULE DESCRIPTION DESCRIPTION: COLOR GABLE / RAKE Cover/ Green DOOR CLOSER EAVE TRIM Cover/ Green 1 GUTTER TRIM n/o DOWNSPOUTS n/o CORNER TRIM Cover/ Green FRAMED OPENINGS Cover/ Green OTHER (SPECIFY) J (NOTE: DOWNSPOUT COLOR WILL BE WALL PANEL COLOR /F NOT SPECIFIED) ACCESSORIES INCLUDED: QTY: DESCRIPTION: 2 FIELD LOCATED 3a7oM SF WALKDOOR /(/T (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: T.P.I. 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/S/ONS: /D. DESCR/PT/ON DATE A Q 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" 7'-8" 8'-0" 7'—B" • DETAIL "A" DETAIL "A" //. 6'-0" 1 T T♦t 1 > T♦• 1 / `♦I.__ l / t / l / \\ — DETAIL "A" \\ — DETAIL "A" \terDETAIL "A" DETAIL "A" / t♦, ° J_ 7'-8" F DETAIL "A" t ° 1 2" 8'-0" rt" 2" r' \ / t t \ j DETAIL "A"JJ" DETAIL "A" DETAIL "A" 21 j,2" 2"2" 7'-8" ANCHOR BOLT SEIIING PLAN See e ee ilndi4,7t - AWL A7/4114, DETAIL "B" DETAIL "C" REVIEWE By Richard -T- Smith -at 6-06 pm, Feb 14, 2014 30'—D" FLOOR FRAMING / SKID PLAN OUTLINE OF FOOTING. ACTUAL FOOTING MAY VARY. ANCHOR BOLT SUMMARY Diameter Projection (My Location (in) (in) 0 16 Skid 3/4" 3.00 DETAIL B DETAIL C g[ O4IEIEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. REFER TO SHEET A2 (& A3 IF REO D) FOR REAC17ONS & DETAILS 2. DIMENSIONS AT OPENINGS ARE TO FACE OF JAMBS SEE DETAILS. 3 ANCHOR BOLTS TO BE SET TO 1 1/8" IN LOCATION & ELEVATION. <1 <1 BY: BT CK: BWT DATE: 11/ 7/73 DATE: 12/4/13 JOB #: 6806-A DWG #: Al NOTES FOR REACTIONS 1. All loading conditions are examined and only n,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) 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 = 8 = 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+Colloterol+F1UNB_SL_L 8 Dead+Collateral+F1 UNB_SL_R FRAME LINF1 2 3 fV 0 COLUMN LINE H 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 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 --. See e49/Heered Ana/. vMAthie_ ie/d// ,tM'k c/ , /iew W7/ 5 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 NOTES' 1. Anchor Bolts and o mbeded items ore not by B&C STEEL. 2. Foundation and other Concrete esign is not by B&C STEEL, 3 Consult a loco/ engineer for Concrete & Foundation Design. 0 Lo z PROJECT HUNTER RIDGE ENERGY LOCATION:RIFLE, CO Lo z PROJECT HUNTER RIDGE ENERGY LOCATION:RIFLE, CO BY: BT DATE: i l/ 7/13 CK: DATE: BWT 12/4/13 JOB #: 6806-A DWG #: A2 SPLICE PLATE & BOLT TABLE Mark qty Top Bot Int Type Dia Leng,. Width Thick Length SP -1 SP -2 SP -3 2 2 0 A325 5/8" 2" 2 2 0 A325 5/8" 1 3/4" 2 2 0 A325 3/4" 2" 5" 3/8" 8 1/4" 5" 3/8" 8 1/4" 8" 1/2" 8" 12 1" 1 3" I PLATE IS CENTERED ON TOP OF COLUMN 1" x 5" x 8" PLT. (4 — LOCATIONS) LIFTING POINT DETAIL /13" 12 12 W8x31 SKID FRAME (F-1) 6'-8" Clearance +/- 8'-0" OUT—TO—OUT OF STEEL 0 FRAME CROSS SECTION - LINE: 1 LUUSL I,LIFS / ANL.LLS FRAME LINE 1 & 3 O ID MARK/PART 3 ZA-7 /13" 12 12 [ U W8x31 SKID FRAME Vi/fiin (F-1) 6'-8" r 8" Clearance +/- 8'-0" OUT—TO—OUT OF STEEL FRAME CROSS SECTION - LINE: 2 MtMtiLK SILL IAtSLL 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 3" 12 N Zp_10 RF�_2B RF1-2C G-1 SA -12 w W8x31 SKID FRAME — (F-1) 6'-8" r M) Clearance +/- 8'-0" OUT—TO—OUT OF STEEL © 0 FRAME CROSS SECTION - LINE: 3 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. Structural joints with ASTM. A.,125 Bolts shall be assembled and tightened occording to the "Turn of the Nut Method" os described in the Specification for Structural Joints using A325 or A490 Bolts. 2. Flange Brace holes in girls at sidewall (if req d') must be field located os rega. See detail sheets for more information. PROJECTHUNTER RIDGE ENERGY LOCATION RIFLE, CO r7< W co V J PROJECTHUNTER RIDGE ENERGY LOCATION RIFLE, CO BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB #* 6806-A DWG #: El 4" 0 m 4" 30'-0" OUT -TO -OUT OF STEEL 14'-B" 0 0 14'-8" 0 a 14'-8" 6'-0" CO E-1 19 E-2 (Erector to Locate) .© C G-2 C�, I 11 IzO M2 \ \ (Field Locate as Req'd. for Solar Panels) \ \ / \ \ \ G-2 / / / / / of is WH 2 i 1 0-3 — _ \ \ / \\\ /// \G-2 / / \BA / \ ji \a\\L oz / / / SA -12 \ \30 \ WH -2 -200 Lo (Field Locate) ) J 3070 (Field Locate) I I RF1-1C 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 REQ'D. FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B I RF1-1B Ju —u uul—lu—uuI ur 3 I CLL. 14'-8" 0 a 14'-8" 6'-0" OL (Erector to Locate) 9 E aw E-3 ED E-1 C 1 1 IzO M2 \ \ / 01 G-4 WH 2 i K7 i \ \ / \\\ /// \G-2 / BA -200 WH -2 \ \ FG -1 /---, GH--- / \ \co L 3070 (Field Locate) I EY �2 / / T3 \ Q \ SA -12 F-1 RF1-1C 4" C I RF1-1A 9'-8" 4'-0" 1'-01 BACK SIDEWALL FRAMING ELEVATION © FRAME LINE A I RF1-1B 4" 4" LUUSE CLIPS / ANbLES FRAME LINE B & A ❑ ID MARK/PART 1 2 4 5 JC -L JC -R CH -24 (Field Adapt) GC -1S REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 OVEIEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 Q PROJECTHUNTER RIDGE ENERGY LOCATION.• RIFLE, CO C( OL BY: BT DATE: 11/ 7/73 CK: BWT DATE: 12/4/13 JOB #. 6806-A DWG #: E2 • • • 30'-0" OUT -T0 -OUT OF STEEL 4" 14'-8" 14.-8" a ,__ RF1-28 RC -1 _ =_ — — r — o ] RF1 2A L 1 RF1-2C CO — — -- P-1(Typ) -- __ CB,2 -- 02 P-2(Typ) RF1-2C — P-1(Typ) __ --- — RF1-2A P-2(Typ) RF1-28 .ate CFO _ --— ��C� — Ce_2 G4 _1 j J C- BA -200 ROOF FRAMING PLAN 4" 0 1I o RC -1 o ROOF SHEETING PANELS: 26 Ga. "PBR" COLOR: Covert Green REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR INDMOUAL FRAMING DETAILS REfFR TO DETAIL DRAWING SHEETS. 2. FOR CABLE BRACING DETAILS REfFR TO DETAIL DRAWING SHEETS. J. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REQ D. a 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 FRAME PANELS: 26 Ga. "PBR' - COLOR: Covert Green EF -1 BF -1 (NE B • t e 45 L„„hes fitzd melu f., ,7(f zoo 9 1echrn /ace • l r74/ dad ti at -/et Z5e, CO/Z-- ... Q/z 0 O n — — — — — — — — — — — — — — — — — — — — — — HS -1 0 — — �lr\\ HS 3 — — -1 N 3 — — HS -1 'I' L -I' HS -1 N LL 3 — — — — — — 7 N N 1,0 3 ,-2.5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — -.."-•••• BF -1 FRONT SIDEWALL SHEETING ELEVATION FRAME PANELS: 26 Ga. "PBR' - COLOR: Covert Green EF -1 BF -1 (NE B • t e 45 L„„hes fitzd melu f., ,7(f zoo 9 1echrn /ace • l r74/ dad ti at -/et Z5e, CO/Z-- ... Q/z 0 O n — — — — — — — — — — — — — — — — — — — — — — — — — — — — �lr\\ HS 3 — — -1 N 3 — — HS -1 'I' L -I' HS -1 N LL 3 — — — — — — BF -1 BF -1 BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Go. 'PBR” - COLOR: Covert Green p,D0 ll�F��l •1,SC • 35951 °NAL REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014„ /f3" 12 CP„ N U MA -4R N m - - - BF -1 3"� 12 0 U IGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Ga. "PBR" - COLOR: Covert Green 12 MA -4R BF -1 3,, 12 N I U LEFT ENDWALL SHEETING ELEVATION G FRAME LINE 0 PANELS: 26 Ga. 'PBR" - COLOR: Covert Green Ig]ear O41EEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.' 1. FOR INDIVIDUAL SHEETING & IRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION /S CENTER OF FIRST H/ -RIB TO STEEL LINE 3 IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCAI7ONS REFER TO THE DETAIL SHEETS as BY: BT CK: BWT DATE: 11/ 7/13 DATE: 12/4/13 JOB # 6806-A DWG #: E4 9 - SCREWS PER PANEL ---#12 x 1 1/4" S.D.S. (Typ.) 6. 1F " l6 16" 16" 16' 16 •i q q t q q q q T q q q — 1--- I T I 1 T T I I 1 1 1 1 1 �Th T� FASTENER SPACING FOR ROOF PANEL TO EAVE STRUT. EAVE STRUT PURLIN EAVE STRUT 1/2"1/2"x 1 1/4" c) ]ar". p _ FASTENER SPACING FOR WALL PANEL TO BASE ANGLE. 112 x 1 1/4" SD A325 BOLTS a � 1EIEn �N\J 12 x t-1/4" S.D.S. 111 In c5 EXTERIOR PANEL to RED IRON) t 6 -SCREWS PER PANEL _ _ - - _ - T _ - t„ PANELS I _ II N. 1 2535 0th ST. #14 x 7/8° S.D.S. 7 T $ $ $ $ © I GERING, NE 69341 e12 LINER PANELS (PANEL to PANEL) 1 I I I i 1 r,_/Th 1z x 1 1/4" SD PURLIN BRIDGING ANGLE (BA -200) I I (308) 632-6188 14 x 7/8" S.D.S. FASTENER SPACING FOR WALL PANEL TO EAVE STRUT. 10 PANEL to PANEL) FASTENER SPACING FOR ROOF PANEL TO PEAK (or HIGHSIDE) PURLIN. GIRT BRIDGING ANGLE - - - - (BA -200) In _ b X14 x 7/8" SDS FASTENER SPACING FOR THE END OF SOFFIT PANELS. 3 -SCREWS PER PANEL #12 x 1 1/4" SD ZEE ANGLE: ZA-10 ATTACH TO RAFTER SHOP WELDED CUP o W W H T:n GIRT w/ (j5-GTLSCREW TO SIDE OF COLUMN 2 Q o ' g 1 1 I NOTE. AT 24" O.C. 3 '� ° oFASTENER TAPE MASTIC U rCAPILLARY (ROOF ONLY)! I GROOVE �1 SPACING FOR ALL INTERMEDIATE PURLINS. BRIDGING (SAG) ANGLE AT ENDWALLS IS TO ATTACH ¢ 2 �p Q Q ti Q m EN FASTENER SPACING FOR ALL INTERMEDIATE GIRTS. TO GIRT AS SHOWN AND ATTACH TO THE NEAREST 0.L.....m PANEL SIDELAP DETAIL FASTENER FOR LINER/PARTITION PANELS. PURLIN SPACING ALL LOCATIONS AT FASTENER SPACING FOR ALL INTERMEDIATE SOFFIT PURLINS. ABOVE. c0 o� c PANEL to PANEL (STITCH SCREWS) PANEL to RED -IRON FASTENER SPACING PURLIN / GIRT BRIDGING (BA -200) DETAIL A10 PURLIN TO END RAFTER y i, a vZ3 DOOR CHANNEL: CH -24. NOTCHED LEGS ATTACH TO OUTSIDE OF GIRT AND THE Q� 2 2 0 o CHANNEL FITS INSIDE OF DOOR FRAME. ATTACH w/#10 x 1" PANCAKE HEAD SCREWS. I I 1/2" x 1 1/4" A325 BOLTS 1/2" X 1 1/4" c5 ¢ = Z Q SIDEWALL GIRT I 1 1/2" X 1 1/4" A325 BOLTS A325 BOLTS I. FOR INOMDUAL 2 FOR CABLE Bk J FIELD SLOT FLS SELF -FRAMING WALKDOOR KIT I 1 I I CORNER COLUMN RAFTER FRAME COLUMN X10 x 1" PANCAKE EAVEiiimSTRUT HEAD SCREW I- - - - h 0 O FRAME -.gmFLAT SIDE OF GIRT CH -24 CLIP CUT GIRT oil I ' O O I O O I I W IIII1 — , OI lO OI lO L O+I = a a SELF -FRAMING illii L �\�\\ DOOR WALKDOOR KIT I•..•... 110 x 1" PANCAKE HEAD SCREW CLIP DETAIL G/RT TO DOOR FRAME 15-TEK SCREWS ENDWALL ZEE ANGLE: ZA-7 (ATTACH ONE NEAR BASE OF COLUMN ALSO) GIRT PURLINS GIRTS •,'"&e. V / 41 • op�ND 0 L1�F2• s� • p� s • O (� ...,.,se 'LJ� ,. 't • CC 3595 INTER RIDGE ENERGY E MB UARE MAKE SURE IS AN BEFORE ATTACHING ALLMSCREWSUON CHD24OCUP. •• l�13 :• ••�4,, AC1 ) SELF -FRAMING WALKDOOR DETAIL D13 GIRTS TO CORNER COLUMN j G4 PURLINS TO RAFTER H6 GIRT TO MAIN FRAME COLUMN I���F\`jpNALEN�\�' EAVE STRUT (TYP.) EAVE STRUT 1/2" X 1 1/4" 1/2" X 1 1/4" JAMB COLUMN RE VME ED A325 BOLTS (TYP.) A325 BOLTS 1/2" X 1 1/4" By Richard T Smith at 6:06 pm, Feb 14, 2014 A325 BOLTS JAMB I II 1jo11 COLUMN II i 1 II lO 11 1 101 pI 11 11 01 o I gyp) I I 11 11 k L-11) 11 = - - - - 11 = - - - - I I 1 iI . W 11 11 I O% I 1 CO R.Z. II 11 L- O - - - II 11 11 SHOP WELDED CLIP TO SIDE OF COLUMN 11 11 II SHOP WELDED CLIP TO SIDE OF COLUMN JO O EkII O 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 JOB J1 EAVE STRUT TO RIGID FRAME EAVE STRUT TO RIGID FRAME 'm ! GIRT TO JAMB COLUMN TO JAMB # 6806-A �� DWG #: D1 ' START CABLE AT EAVE STRUT COLUMN OR RAFTER WEB ORANGE LINE ON CABLE GRIP ED ] rq 1/2" X 1 1/4" OR a A325 BOLTS HEADER CABLE COLUMN RAFTER WEB CABLE �I SLOT IN WEB TO INSERT I I BRACE EYE I I ` `` I I �� 1 (�C I L) EMI -) CABLE GRIP ; /� 1 HILLSIDE WASHER 2535 N. 10tH ST. �� WRAPPED • �� 1 , GERING, NE 69341 O I I I i •;i AROUND CABLE —�^' �� I BRACE EYE 1 CABLE GRIP @` (308) 632-6188 i li f=4,,..0110111011.° — I I WRAPPED AROUND CABLE —�i II DETAILS REFER TO DETAIL DRAWING SHEETS. 'TAILS REFER TO DETAIL DRAWING SHEETS. /NT GIRLS FOR CABLE BRACING AS REQ D JC -1L (SHOWN) �OPP. II EYEBOLT JC -1R 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 111 JAMB TO EAVE STRUT ®I' HEADER TO JAMB Q1 DIAGONAL CABLE, BRACE EYE END 02 DIAGONAL CABLE, EYEBOLT END SLOPE ' ROOF PANEL 2 p- o 1:12 2 9/16" V 2:12 3 3/16" 7/B' SOS cy Q J INSIDE CLOSURE _ 14 X m WALL PANEL TAPE MASTIC 3:12 4:12 3 3/4" / 4 5/16" I 1 #12 X 1 1/4" SDS �� TRIM: GF -4 12" O.C.) j o L ~ " 12 X 1 1 4 SD 5:12 5" i (3 -PER FT.) ,■ TAPE MASTIC 2LI SCREWS 6:12 5 5/8" ' 9O R00F SHEET 72, 3 -PER FT.f 95-TEK 2" ROOF SHEET ■ \.��/ EAVE TRIM _ ANGLE SA -12 O o INSIDE CLOSURE ANGLE: SA -12 TAPE MASTIC (or GUTTER) GABLE TRIM ZA-10, SEE T '� `Ni v� r B--, (-- CP -1 DETAIL: A10 •I Pt DIMENSION "A" CORNER PIECE (CP -1) 12 X 1 1 4SDS;-- W TRIM: EF -1 BEHIND GABLE & EAVE 2 -PER FT.� Al01. Z a a EXTEND GABLE FLASHING PAST EAVE FLASHING TRIM ,. � �""\`\ 912 X 1 1/4" 50 THEN CUT GABLE FLASHING BACK TO EAVE 9 O L1 \\\ CFA, BASE TRIM: BF -1 (2 -PER FT.) 914 x 7/8" SDS .I FLASHING LEAVING TOP PORTION OF GABLE FLASHING TO COVER ROOF PANEL "B" $14 X 7/8j SDS 2 -PER FT _ �. OQ�P` i •.......... "Ys Q •DT • V: S�ii• O SKID FRAME: F-1 O.C.) DIMENSION OUTSIDE CLOSURE 7? RIDGE ENERGY (12" OUTSIDE CLOSURE EAVE STRUT NOTCH BOTTOM LEG ONLY OF GABLE FLASHING BACK (APPROX. 1") TO SAVE FLASHING SHEET V•�P� / • / 3 5 9 5 1 / WALL !� : : WALL SHEET NOTE:• • BOTTOM LEG OF EAVE FLASHING•• MUST BE NOTCHED SIMILARLY. � ���% •• •: e • ' T3 BASE OF PANEL AT SKID ( TR -1 a STANDARD EAVE DETAIL TR -14 CP -1 CORNER PIECE DETAIL TR -18 STANDARD GABLE DETAIL '. s/ONEN = Al. RC 1 ENDWALL SHEET REVIEWED By Richard T Smith at 6:06 pm, Feb 14, 2014 o V TRIM: -1 ! 14 )L1/)8" SDS ROOF SHEET � 4" 4" ---j12" . l ,� #12x 7/ )" SDS 1 " WALL SHEET\ TAPE 1G�4 OMP i'/ li MASTIC TRIM: CF -2 #148 7/8" SDS 12" 0.C.) I OPENING I I IJ AR I I 1 I I 11 I I 912 X 1 1/4" SOS 3 -PER FT.) INSIDE CLOSURE COW U !� 0. O ! _ - - — - - _ - - - -- - _ S1DEWALL SHEET WALL SHEET -al L. - - - - - OPENING j O V 912 X 1 1/4" 5D or POP -RIVET 912 X 1 1/4" SDS PEAK PURLIN / TRIM: 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 TR -23 RIDGE DETAIL TR -26 ; STD. OUTSIDE CORNER DETAIL TR -31 JAMB TRIM DETAIL (TR -33 I HEADER TRIM DETAIL JOB #:6806-A DWG #: D2 It 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 Sc 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 6:06 pm, Feb 14, 2014 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. 1 FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING' AS REO' PROJEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO as W co Z i PROJEcr. HUNTER RIDGE ENERGY LOCATION:RIFLE, CO BY: BT DATE: 11/ 7/13 CK: BWT DATE: 12/4/13 JOB # 6806-A DWG #: D3 Fr O9 Dote and Time Sowed: USE APPROPRIATELY RATED UFTNG / / DEVICES TOPICS 4000.BS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE 344YV SEE NOTE 4 COMPACT NAME SOL SUWOU4OING FOUNDATIONS IN B' LIFTS (TYP.) SEE 140TE3 COMPACT NATIVE SOL (SEE NOTE 2) OA SECTION SCALE 541+1'L' CONCRETE CONSTRUCTION NOTES / SPECIFICATION 1. ALL CONCRETE WORK SHALL CONFORM TOTHE REQUIREMENTS OF ACI3015PECFICATONB FOR STRUCTURAL CONCRETE FORNILDNGS LATEST EDITION . AND AC1318-11 BULDIRSCOOE REQUIREMENTS FOR RFNFORCFD CONCRETE. CONCRETE STRENGTH TEST SHALL BE PERFORMED NACCORDANCE WITH THE RE016ELENTS 0F AG -31B CHAPTER . 2 CONCRETE PARA/MIDI-5 SHALL TE AS FOLLOWS: EXPOSURE CATEGORY B CLASS WC RATIO PN CONTENT MAX SWIM' F FIiffW THAWING C SAT p ANT pm EA, 0 DY 24 DAYSTYPE CORROSION SULFATE PROTECTION:. EXPOSURE P1 C' _ 81 PO /500 pa UN 0.45 4S14 TO 4. 50r 3. AGGREGATES SHALL BE CRUSHED STONE COIF(79.N8G TO 5PE005741ION FOR CONCRETE AGGREGATES ASTM C33. 4. WATER USED 14 NOOK CONCRETE SHILL CONFORM TO ASTM C1632 5. RETNFORCNG BARS SOW -05 DEFORMED, INTERMEDIATE GRADET0'W BILLET STEEL CONFORMING TO ASTLSA615 INCLUDING SUPPLEMFMARYPEGUPBADITS SI, GRADE SO. 6 EXPOSED CORNERS SHALL BE CHAMFERED 54 UNLESS NOTED. 7. TOLERANCES FOR ANCHOR ROD LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED N THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (ASCI CODE OF STANDARD PRACTICE. 3047 IREF) (2)- IP LONG HMI NAS.E ROOS NOT OW G#LV. PER ASTM 0153. FIELD LOCATE (MN. ANCHOR SPACING •41 (SEE EPDXY ANCHOR ROD DETAL ANCHOR PATTERN DEAL) TYP.S RACES 1'-717 11'-111? 313' N30 WELLHEAD BUILDING FOUNDATION PLAN skex•14T 7Z se,eeii/J/:)1 ice,/,feeds-Ott Q/ard 4€1e/i o 74 /1/2s , cress izeiZeitowc.e i// oec6e?fs • HE THREADED ROD ASSEMBLY 49/ d W1IH NUTB WASHER (SFE ANCHOR NOTE 11 T.0. ROUGH CPC (TOP MUNI' DA. 7r0 HER ANCHOR RDD IIT -RE 50000 EPDXY ADHESIVE SYSTEM EPDXY ANCHOR ROD DETAIL SCALE: NUE ANCHOR ROD NOTES 0 NUTS SHALL BE ASTM A563, GRADE C, WASHERS SHALL BE ASIA F-431 2 ANCHOR RODS SHALL BE SET WITH TEMPLATE CLEAN OL AND RUST FROM ALL ANCHOR RODS PRIOR TO PLACING REFERENCE DRAWINGS DWG. N0. 1E0. PROJECT DESCRIPTION PR0.0 AFi EPCM Co. i 5E 2014-05-23 ISSUED FOR CONSTRUCTOR EPCM No. ISSUE STAGE 2014-07-21 RLV15E0 8005124G ANCHORAGE SE Prelim. (A) .r BM (-1 CAUTION : READ BEFORE EXCAVATION ALL EXCAVATIONS MUST BE CARRIED OUT AS PER "ENCANA'S GROUND DISTURBANCE PRACTICE" IT W 07 17 DoswATE 2014-03-05 BY CHK0. THF FAH *PPD. JMK PERMIT STAMP ENGINEER'S STAMP 0025, (0) 2014 -CE -23 EAR JIN a—d m (-) NOTES 1. REFERENCE NSC STEEL PROJECT NO. NUM FOR 8URDNC DRWNGS. DESIGN CW7ENN NU LOADING. 2. PRESI W INE SOL ALLOWABLE LORD FMNG VAGUS FROM 6C 7012 TARE 1808.2 AREAS FOLLOWS: N SOILS AT LUIDNGLOCAT1EN ARE ASSUMED TOLE CLASS 4 MATERIAL: SVD. SLTY SND. CLAYEY SAD. SILTY GRAVEL AND CAYEY GRAVE (SP. SM. LC. GNAW GC) N. VERTICAL BEARING PRESSLRE• 20E0PSF c. LATERAL BEARING PRESSURE • 150 PSFIFT a LATEVL SLDIiGfESISTANOECOEFFKIENT•025 3. FOUNDATION SIGMA IS MISSED TO RE MOBLE AND IS ABOVE TRE FROST UNE CLIENT ACCEPTS ANYRMONOMOVELQ4T FROM FROST AMOR. 4. FINAL GRPLE SHOULD BE AT OR NEAR TAG. TO PREVENT DEBRISBLONN NSOEBEDN('. encana. natural gas ';'" N30 WELLHEAD BUILDING L""v GARFIELD, CO TWa WATER INJECTION • 26—T4S—R96W NTS (D Size) ISI 13005-02 E" SAMUEL ENGINEERING , INC. RIVE STRUCTURAL CONCRETE — N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES 50 PERMR STAMP AND PRCFESSONAL STAMP AFFIXED ABOVE SHALL APPLY ONLY TO REV(s) 1 R� NORTH PICEANCE R= NP -N30 -W-5300 D-awings Must Comply with Encano Drafting Standards (ECA—DDM—S-01) 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. Eric Henderson, P.E. Engineering • Project Controls • Estimating • Construction Management S:\Projects\I3005_Encana_Divide_Road\Engineering\StructuralConcrete\l3005-02W30 Wellhead Building Foundation Memo.docx O ate and Time Saved 7 -//{USE APPROPRIATELY RATED LIFTING DEVICES TO PICK4000LBS. FOUNDATION BLOCKS. N30 WELLHEAD BUILDING FOUNDATION BLOCK ISOMETRIC VIEW SCALE: 3/4'-1'-0" (4) -#5 E.W. T&B z %4" EPDXY ANCHORS • • • 5 (4)-#4x 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 4 N z COMPACT NATIVE SOIL (SEE NOTE 2) Al SECTION SCALE: 3/4'=1'-0' CONCRETE CONSTRUCTION NOTES / SPECIFICATION 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI -301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS LATEST EDITION, AND 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 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 51 PO 4500 psi I/II 0.45 4.5%TO 7.5% 4'TO6" 3. AGGREGATES SHALL BE CRUSHED STONE CONFORMING TO "SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 4. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602. 5. REINFORCING 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. REFERENCE DRAWINGS DWG. NO. NO DATE (rrrr-w-o• BUILDING FRAME FOUNDATIONS & BUILDING FRAME FOUNDATIONS & BUILDING FRAME 4' FOUNDATIONS & 1 30'-0" BUILDING FRAME 14'-8" 141-8" 4" BUILDING FRAME • • •• AIMED MEW - BUILDING FRAME OUTLINE (REF.) • • MOM 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 PROJECT DESCRIPTION PROD. AFE EPCM Co. EPCM No APPD ISSUE STAGE 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" DATE (YYW-MM-DU) BY CHK D. APPD. PERMIT STAMP ENGINEER'S STAMP d 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) NOTES: FOUNDATIONS & BUILDING FRAME (2) - 3/4"0 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 9 TYP 9' TYP. #4 LIFTING LUGS (TYP.) t 0, 1'-7 1/2" 1'-7 1/2" 3' 3" (TYP.) 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.. curaigas MAIN N30 WELLHEAD BUILDING so. GARFIELD, CO Eli WATER INJECTION so. 26-T4S-R96W 5tA1E NTS (D Size) EPC 13005-02 E SAMUEL ENGINEERING, INC. TITLE STRUCTURAL CONCRETE - N30 WELLHEAD BUILDING FOUNDATIONS AND CONSTRUCTION NOTES AREA NORTH PICEANCE CLASS FILE NO. NP -N30 -W-5300 Drawings Must Comply with Encana Drafting Standards (ECA—DDM—S-01) U 0 M N 0 Pe) 1 z z z 0 -J co m 0 W - J-J - J 3 0 n 0 I 0 n J cece N 0 ccWI QI W N 0 M N cc cc N -