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HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT BLCO-9-13-2976 Nieslanik/Spring Valley Compressor Station Control Building Sec.3, T7S, R88W Carbondale, Colorado AI...L V/ORK MIDST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATION ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 4000 PSF. ALL a -{IGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAME INSPECTION. I FIRE:: DISTRICT FINAL APPROVAL REPORT IS REQUIRED FOR CO/FINAL INSPECTION, 1 ACCE.SSIBILTY PER 2009 IBC, CHAPTER 11 AND ICC/ANSI A117.1-2003. ENGINEERED SEPTIC FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 1.0) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 1. := I (: ARE=IELD COUNTY FINAL INSPECTION REQUIRED FOR CO/FINAL APPROVAL. • 4 / 4. 0 D w MANUAL ISOLATION VALVES / U / f�E�,r "`_ �.. J GENERATOR TRUCK TURNAROUND AREA 1 11,131NN11 7230 `�`�``----- 7220 "---�-`"_.-- 721 0 7180 ''"'- --- 7178 7178 40'-3" 40'-3" 33'-g" 120'-3" (NOTE 3) CONTROL/MCC TK -500 NON -POTABLE WTR TK 0 SEPTIC TK { LEACH — .-- LCHAMBER ar 0 0 ry RESTROOM --- 7180 U/G GAS + H.?. FINISH GRADE ELEV.= 7180.0' 250' DEEP ANODE WELL V-30 INSTRUMENT AIR RECEIVER 0 d.� UTILITY 0 0 CCLa 0 BUILDING v (NOTE 1) U/G UTILITY CORRIDOR —1• IRRIGATION CULVERT 7150 0 0 + LC.; E11 COOLANT III 1 S-101 BD SILENCER S-100 STARTING GAS SIL£N 1 ST -C100 ENGINE EXHAUST Qo (NOTE 3) ER TACK S-201 BD SILENCER S-200 STARTING GAS SILENCER ST -C200 ENGINE EXHAUST STACK Q°O TK -2 U IE D L.0 TK -1 LUBE OIL III• 0 Gia [1.] UCL. 0 U ESO VALVE STATION (NOTE 3) 00 iw 0a- 0 U MTh INLET SEPARATOR V-100 V-200 DISCHARGE COALESCER { '251 SLEEPER RACK TK -4 WASTE TANK 9"'N 456 0 0 + s 00, BLM BOUNDARY ",-.„,c___----LEASE AREA BOUNDARY PROPOSED COMPRESSOR STATION PAD AREA r I< 0 (NOTE 3)SK-100 FUEL GAS (NOTE 4) GRAVEL PAa3 o 0 + In N.200' U/G SLOWDOWN LINE ENERAL NOTES 0 N RAM IOC 20' 4j0' 60' 10' S-300 BLOWDOWN SILENCER SCALE: 1 "= 20' co / IRRIGATION 9/-yi SNOW STORAGE AREA IS ALONG THE SOUTH SIDE OF SITE. 2. ALL TRUCK LOADING/UNLOADING WILL BE DONE ON S1TE. 3. CRANE STAGING AREA DURING CONSTRUCTION. 4. CONSTRUCTION MATERIAL STAGING AREA. 5. SITE LOCATION: NW Y4 NE Y4, SECTION 3, T7S, 6TH PM c/ w 0- ›- L -1-1 - w REV REVISION DESCRIPTION BY CHK APP DATE REV REVISION DESCRIPTION 8Y CHK APP (TE g d � ii t. PROJECT APPROVAL :Gas X:Yeerie: ENGINEERING SERVICES, LLC SPRING VALLEY COMPRESSOR STATION SITE PLAN ,,�,,,,,,�, �,� 3 IFI M BOUNDARY CLARIFIED EL MJM MJM 4 ►•JS 1 PJS 3 PW JPW 9/9/13 9/6/13 FOR REVIEW , • 2 ADDED TRAFFIC BOLLARDS ISSUE) FOR APPROVAL 6/20/13 1 ISSUED FOR CONSTRUCTION SDO PJS JPW 8/23/13 I issue) FOR VJPW 9/9/13 REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO 180 40 010 AFE: 1006137 DWG. NO.: SPV-000-101 0 FINAL DRAWINGS KLV PJS PW 6/20/13 c/ w 0- ›- L -1-1 - w 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 AMER/CAN INSTITUTE OF STEEL CONSTRUCTION: "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 MANUFACTURER'S ASSOCIATION: "LOW RISE SYSTEM BUILDING MANUAL." MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD -FORMED SECTIONS) HAVE A MINIMUM YIELD POINT OF 50 KI.S.I. FOR FLANGE & WEB AS REQ'D. BY DESIGN. MATERIAL PROPERTIES OF HOT -ROLLED MEMBERS (WIDE FLANGE BEAMS, ETC.) SHALL BE MINIMUM 50 K.S.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 WAV/NESS. THIS PHENOMENON, KNOWN AS "OIL 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: 30 LENGTH: 40 HEIGHT: 12 /12 (BUILDING DIMENSIONS ARE NOMINAL. REFER TO PLANS). BUILDING LOCATION: GLENWOOD SPR/NGS, CO THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY : /BC 09 THE CONTRACTOR IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. ROOF DEAD LOAD: CO! _LATERAL LOAD: ROOF LIVE LOAD: ROOF SNOW LOAD: BASIC WIND SPEED: SEISMIC DESIGN CAT: SEISMIC COEF: 3 2 20 50 90 C 0.560 CRANE INFO (IF APPLICABLE) CRANE TYPE: IMPORTANCE FACTORS: PSF (ROOF PANELS, PURLINS, ETC.) PSF PSF PSF MPH ,EXP: C , CAPACITY: THOUSAND POUNDS SNOW: 1.00 SEISMIC: 1.25 OTHER DESIGN CONSIDERATIONS: WIND: 1.15 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 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 & 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 EN DWALL) 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. 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) BUILD/NG PANEL & COLOR SCHEDULE DESCRIPTION TYPE COLOR GAGE ROOF PANEL B&C "PBR" NEED COLOR 26 WALL PANEL B&C "PER" NEED COLOR 26 SOFFIT PANEL GUTTER TRIM LINER PANEL DOWNSPOUTS PARTITION PANEL CORNER TRIM NEED COLOR FACIA FRONT PANEL FRAMED OPENINGS NEED COLOR FACIA BACK PANEL ` \OTHER (SPECIFY) J (NOTE: SOFFIT PANEL COLOR W/LL BE WALL PANEL COLOR /F NOT SPECIFIED) BU/LD/NG TR/M COLOR SCHEDULE QTY: DESCRIPTION 2 COLOR 2 GABLE / RAKE NEED COLOR PAN/C DEV/CE 4 EAVE TRIM NEED COLOR GUTTER TRIM DOWNSPOUTS CORNER TRIM NEED COLOR FRAMED OPENINGS NEED COLOR \OTHER (SPECIFY) ) (NOTE: DOWNSPOUT COLOR WILL BE WALL PANEL COLOR /F NOT SPEC/F/ED) A CCESSOR/ES /NCL UDED: QTY: DESCRIPTION: 2 FIELD LOCATED 3o7oG SF WALKDOOR KIT 2 DOOR CLOSER 2 PAN/C DEV/CE 4 FACTORY L OCA TED 4o4o THERMAL SL/DER WINDOW PURCHASER: T.P./. PROJECT: SOURCE GAS - SPRR/NG VALLEY CONTROL BU/LD/NG JOB NUMBER: 6092 STEEL P.O. BOX 1099 - SCOTTSBLUFF, NEBRASKA 69363-1099 PH: (308) 632-6188 FAX: (308) 632-7172 REV/S/DNS: /.D. DESCRIPPON DATE NOTE: APPROVAL IS NOT COMPLETE UNLESS THE "NEED COLOR" STATEMENTS ARE REPLACED WITH A COLOR. REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 241-8* 1 4!-8. 62.4141 RE: METAL BUILDING DVICS. FOR COL. & ANCHOR BOLT PLACEMENT (r?.) 2.5' 5' SCALE: 3/8'=1* PLAN - CONTROL BLDG. SLAB (M SECTION - CONTROL BLDG. SLAB *** 0. 00,444w 0 ,7 ''A7440 • t- o :00 * -*) 138925 NOTES: 1. SEE DWG. No. SPV-300-00 I FOR GENERAL NOTES & TYPICAL DETAILS. 2. SEE DWG. No. SPV-300-002 FOR FOUNDATION LOCATION. REVISION DESCRIPTiON CHI< APP DATE REVISION DESCRIPTION APP DATE ISSUED FOR CONSTRUCTION BSF MTM 8/5/13 UJjZ Q 0Lej v.) 0 .4c 7.:. 0 W PROJECT APPROVAL ISSUED DESCRIPTION ISSUED FOR REVIEW ISSUED FOR APPROVAL CLIENT ISSUED FOR CONSTRUCTION aSE NE RG vi CE EE SR I NLLC SPRING VALLEY COMPRESSOR STATION STRUCTURAL CONTROL BUILDING FOUNDA11ON PLAN REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO 180 40 010 AVE: 1006137 DWG. NO.: SPV - 300-005 GENERAL NOTES: 1. CODES AND STANDARDS I1. PROJECT SHALL CONFORM TO SOURCE GAS PROJECT SPECIFICATIONS AND THE 2039 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), AND CODES AND STANDARDS CONTAINED THEREIN. 2. DESIGN BASIS - OCCUPANCY CATEGORY 111 2.1. GEOTECHNICAL 2.11.FOUNDATION DESIGN IS BASED ON RECCIMENDATIONS IN ACCORDANCE WITH GEDTCCHNICAL ENGINEERING REPORT NO. 6505724-115, CTL THOMPSON, 3/19/2013, AND SUPPLEMENTAL RFI DATED 6/20/2013. SOIL PREPARATION AND CONSTRUCTION DETAILS IN THE REPORT SHALL BE APPLIED AND SUPERSEDE STANDARD PROJECT SPECIFICATIONS 2.1.1.1. MAXIMA ALLUWABLE SOIL BEARING PRESSURE DF 4000PSF BASED UN MINIMUM 2FT OF MOISTURE TREATED AND COMPACTED STRUCTURAL FILL. PREPARE SOILS FOR FUTURE COMPRESSOR INERTIA BLOCK 10 MATCH OTHERS 2.1.1.2. MINIMUM FROST PROTECTION_ 36 IN BELOW GRADE 2.1.1.3. COEFFICIENT OF SLIDING FRICTION 0.35 2 1.1 4 MAXTM,JM ACTIVE 5011 PRESSURE: SOPCF 2.1.1.5. MAXIMIM PASSIVE SOIL PRESSURE: 200FCF 2.1.1.6 MODULUS OF SUB: (RADE REAC 1 ION, 250PCI 2.1.1.7. SHEAR MODULUS 20KSI 2.1.1.8. POISSON'S RAT lO 0.4 2.1.1.9. SOIL DAMPING RATIO. 003 22. EQUIPMENT 22.1. EQUIPMENT LOADS USED IN DESIGN ARE AS PROVIDED BY EQUIPMENT SUPPLIER AND MUST BE VERIFIED PRIOR TO CONSTRUCTION. THE FOLLOvING WEIGHTS ARE USED IN DESIGN, 2.2.11. COMPRESSOR SKID (C-100, C-200), 180 KIP 22.1.2. FUEL GAS SKID (SK --100), 5.5 KIP 2.1.3. BLOVDDWN SILENCER (S-300), 20 KIP 2.2.1.4. BLOVDOwN SILENCER (5-101. S-201), 0.6 KIP 2.21.5. DISCHARGE COALESCER (V-200), 12.2 KIP 2.2.16. INLET SEPARATOR (V-100), 15.2 KIP 2.2.17. AIR CUMPRESSGR SKID (SK -200), 15 KIP 2.2.1.8. BACKUP GENERATOR SKID (6-100), 9.7 KIP 221.9. AIR RECEIVER (V-300), 4.4 KIP 2.2.1.10 ENGINE EXHAUST STACK (ST-CI0.3, ST -C200',,, 5.2 KIP 2.2.1.11. STARTING GAS SILENCER (5-100. 5-200). 0.5 KIP 2.2.1.12. STORAGE TANK (TK -4), 2 8 KIP 22.2 SECONDARY CONTAINMENT 2.2.2.1. STORAGE TANK SECONDARY CONTAINMENT SYSTEM SHALL BE DURA LIFE DYNAMIC LOADING BY SIOUX STEEL CD. DR APPROVED EDUIVALENT INCLUDE FULLY SEALED LINER AND CROSS-OVER STEP ASSEMBLY, 2.3.METAL BUILDING 2.3.1. BUILDING LOADS AND GEOMETRY ARE BASED ON 114 FOLLOWING SUBMITTAL FOR APPROVAL DRAWINGS BY E&C STEEL. SCOTTSBLUFF NEBRASKA, AND MUST BE VERIFIED PRIOR TO CONSTRUCTION: 2.3.1.1. CLMPRESSOR BUILDING, 3/16/2012. 2.3.1.2. UTIL IT Y BUIL DING, 3/15/2012. 2.3.13. CONTROL BUILDING, 3/19/2012 24.LIVE LOAD 2.4.1 MAT SLABS, 250PS1 2.4.2. ELEVATED PLATFORMS: 60PSF 2.4.3. STAIRS, 100PSF 2.4.4. BRIDGE CRANE= 5 TON 2.5.VIND DESIGN 2.5.1 BASIC WIND SPEED- 9,3MPH 2.5.2. EXPOSURE: C 2.6. SNOV LOAD 2.6.1. ROOF SNO'V' LOAD: 50='SF 2.7. SEISMIC PARAMETERS 2.7.1 SHORT PERIOD RESPONSE, S„), s 0.390 2.72 SITE CLASS D 2.7.3 SEISMIC DESIGN CATEGORY C 27.4. RESPONSE MODIFICATION AC TOR, R. 20 2.7.5. OVERSTRENGTH FACTOR, 11 . 2.0 3. MATERIAL 9 31. STORE, PREPARE AND INSTALL ALL MATERIALS 114 ACCORDANCE 'VITH MANUFACTURER'S RECOMMENDATIONS AND/OR APPLICABLE STANDARD 3.2. CONCRE TE 3.21_ DESIGN AND PLACE CONCRETE AND REINFDRCEhiENT PER AMERICAN CONCRETE INSTITUTE (ACT) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. REV 3.2.9. M€NIMuM CONCRETE COVER SHALL BE 1-1/2' FOR sty AND SMALLER, AND 2' OCR LARGER BARS WHERE EXPOSED TO EARTH OR VEATHER AND 3' WHERE CAST AGAINST EARTH UNLESS OIHERWISE NOTED. 3.2.10. JOINT SEALANT FOR ALL CONCRETE CONTROL, CONSTRUCTION AND ISaLATION JOINTS SHALL BE SIKAFLEX-1C BY SIKA CORP, OR APPROVED EQUAVALENT 3.2.11. CHAMFER ALL EXPOSED CORNERS 3/4' UNLESS OTHERVISE NOTED 3.2.12. COORDINATE ALL PROJECT DRAVINGS FOR EMBEDDED ITEMS (PIPE, CONDUIT, ETC.) AND BLOCKOUTS BEFORE PLACING CONCRETE. 3.2,13 VERIFY ALL EQUIPMENT ANCHOR BOLT PLACEMENTS AGAINST THE CERTIFIED BUILDING AND EQUIPMENT DRAVINGS BEFORE PLACING CONCRETE. TOLERANCES FOR ANCI• 3R BOLT LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED 114 THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE QF STANDARD PRACTICE. 3.2.14. MOIST -CURE ALL CONCRETE FOR A MINIMUM OF 7 DAYS OR CURE BY USE 00 AN APPROVED MEMBRANE COMPOUND. 3.2.15 GROUT STRUCTURAL STEEL COLUMN AND EQUIPMENT BASE PLATES AND ANCHOR SLEEVES WITH MINIMUM DESIGN STRENGTH 6000 PSI PRE-PACKAGED NON -SHRINK GROUT SUCH AS SIKAGROUT 328 BY SIKA CORP, OR APPROVED EDUAVALENT 3.2.16. PROVIDE UNISORB 13-500 OR APPROVED EQUIVALENT CONTINUOUS VIBRATION ISOLATION PIT LINER VITH SEALED SEAMS AT INERTIA BLOCK LOCATIONS VITH A DESIGN NATURAL FREQUENCY OF 4-8HZ. 33 STEEL 3.3.1. DESIGN, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE AMERICAN INSTITUTE Of STEEL CONSTRUCTION (AISC) MANUAL AND OSHA STANDARDS. 3.3.2. PROVIDE TEMPORARY SUPPORT BRACING AND SAFE LIFTING SCHEMES FOR EQUIPMENT AND STEEL AS REQUIRED DURING ALL PHASES OF CONSTRUCTION. 3.3.3 ALL STRUCTURAL 51(EL SHALL BE PRIMED AND PAINTED PER PROJECT SPECIFICATIONS. ALL ANCHORS EMBEDED OR POST -INSTALLED IN CONCRETE SHALL BE GALVANIZED. 3.34 ALL BOLTED CONNECTIONS SHALL BE IN CONFORMANCE WITH AISC'S SPECIE ICATIUN FOR STRUCTURAL JOINTS USING HIGH STRENGTH -BOLTS ./EL,DIN[i SHALL ,CONFORm TU 3.35 STRUCTURAL VELDING CODE.ALLWELDINGWELDINGCAN DING SHALLLBESPERFORMED BYOCIETY .c.AVS). DCERTIFIE D WELDERS QUALIFIED BY THE AVS STANDARD QUALIFICATION PROCEDURE. 33.6 SPECIFICATION - 3.36.1. VIDE FLANGE BEAMS, ASTM A-992, FY=50KS1 3.36.2. CHANNELS, ANGLES, PLATES, GRATING, BARS. ASTM A-36, FY=36KS1 3.3.6.3. HIGH STRENGTH BOLTS: ASTM A325 3.3.6.4. HEAVY HEX NUTS: ASTM A563 3.3.6.5. VASHERS, ASTM F436 3.3 6.6. ANCHOR BOLTS ASTM F1554 3.36.7. WELDING ELECTRODES: E70XX 3.3.6.8, POST -INSTALLED ANCHORS; HILTI KW€K-BOLT TZ 4 SUBMITTALS 4.1. IN ADDITION TO PROJECT AND LOCAL BUILDING DEPARTMENT REQUIREMENTS, CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO SOURCE GAS PROJECT MANAGER AND PROJECT STRUCTURAL ENGINEER OF RECORD FOR APPROVAL PRIOR ID CONSTRUCTION. 411 CERTIFIED EQUIPMENT AND METAL BUILDING DRAWINGS. 4.12. CONCRETE MIX DESIGNS 4 1 3 CONCRETE REINFORCING SHOP DRAVINGS 4.1.4 STRUCTURAL STEEL SHOP DRAVINGS 4.1.5. VIBRATION ISOLATION LINER SPECIFICATIONS 4€6. GALVANIC CORROSION MITIGATION SYSTEM SPECIFICATIONS 4.1.7. SECONDARY CENTAINMENT SYSTEM SPECIFICATIONS 5 STRUCTURAL TESTS AND SPECIAL INSPECTIONS 5,1..APPROV.ED AGENCIES SHALL PROVIDE STRUCTURAL TESTS AND SPECIAL INSPECTIONS DURING CONSTRUCTION IN ACCORDANCE WITH IBC CHAPTER 17 INCLUDING THE FD -LOVING: 5.1.1. FABRICATION, SECTION 1704.2. 5.1.2 STEEL CONSTRUCTION, SECTION 1704.3. 5.1.3 CONCRETE CONSTRUCTION, SECTION 1704.4. 5.1.4. FOUNDATION 50115, SECTION 1704.7. 5.1.5. PIPING SYSTEMS, SECTION 1707.7.3. 5.2 ALL TEST AND INSPECTION REPORTS SHALL BE Sii811iTE0 00 SUURCE LAS FRJJECI MANAGER AND PROJECT STRUCTURAL ENGINEER 00 RECORD 6 STRUCTURAL OBSERVATIONS 6.1. CONTRACTOR SHALL NOTIFY SOuRCE GAS PROJECT MANAGER AND THE PROJECT STRUCTURAL ENGINEER OF RECORD AT LEAST 3 DAYS IN ADVANCE OF POURING FOUNDATION CONCRETE TO SCHEDULE REHAR PLACEMENT OBSERVATIONS SOURCE GAS RE -PRESENTATIVE AND/OR ENGINEER OF RECORD MUST APPROVE PLACEMENT OF FOUNDATION REINFORCING AND EMBEDMENTS, IN ADDITION TO DESIGNATED SPECIAL INSPECTION AGENCY, PRIOR TO POURING CONCRETE 6.2.CONTRACTOR SHALL NOTIFY SOURCE GAS PROJECT MANAGER AND THE PROJECT STRUCTURAL ENGINEER OF RECORD UPON SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION AND PIPING AND EQUIPMENT INSTALLATION TO COORDINATE FINAL WALKDOVN EXTEND ALL LONG. REINF. 2'-6" MIN. BEYOND JOINT T.O. SLAB 4000 3.2 .2 CONCRETE VORK TO CONFOR1 TO ACI 301; SPECIFICATIONS FOR STRUCTURAL CONCRETE COMPLY WITH ACI 305 FOR HOT VEATHER CONCRETING AND ACl 306 FOR COLD VEATHER CONCRETING AS APPROPRIATE 7 323. MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000PSi FOR MA't SLABS, INERTIA BLOCKS, AND SLAB -ON -GRADE, 3000PSI FOR OTHER 3.2.4. ALL REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615. 3.2 .5 :MINIMUM YIELD STRENGTH FOR CONCRETE REINFORCING SHALL BE 40 KSI FOR 04 AND SMALLER, AND 60 KSI FOR LARGER BARS. 3.2 6 ALL REINFORCING PLACED BELOW GRADE 3R EXPOSED TO EARTH SHALL INCLUDE AN APPROVED GALVANIC CORROSION PROTECTION SYSTEM. 32.7. ALL REINFORCEMET SHALL BE CLUNT€Nu3US CR VITH MINIMUM CLASS -13 LAP SPLICE UNLESS 0THERVISE NOTED. ALL MAT SLAB REINFORCING SHALL TERMINATE AT SLAB EDGES WITH STANDARD HOOK. 3.2 8. ALL REINFORCING SHALL BE COLD BENT AND SECURELY TIED IN PLACE USING GALVANIZED OR PLASTIC ACCESSORIES INCLUDING SLAB ON GRADE BAR BOLSTERS. REVISION DESCRIPTION BY 1 CHK COORDINATION 71. THE CONTRACTOR SHALL RE VIEV AND COORDINATE ALL PROJECT DOCUMENTS AND FIELD CONDITIONS. THE CONTRACTOR SHALL NOTIFY SOURCE GAS PROJECT MANAGER AND THE PROJECT STRUCTURAL ENGINEER OF RECORD IMMEDIATELY IF DISCREPANCIES CR MODIFICATIONS ARE REQUIRED TO THE DESIGN: APP DATE REV REVISION DESCRIPTION RE: PIAN ABBREVIATIONS SYUBOL DESCRIPTION T.O.C. TOP OF CONCRETE T.O.S. TOP OF STEEL 1.0.F. TOP OF FOOTING B.O.P. BOTTOM OF PLATE U.N.O. UNLESS NOTED OTHERWISE E W. EACH WAY T&B TOP AND BOTTOM E.F. EACH FACE EL. ELEVATION K KIP (1,000 LBS) N.T.S. NOT 10 SCALE LLV LONG LEG VERTICAL CONT. CONTINUOUS PROVIDE IY" x 3i`' CONT. KEY W/ Y" MIN. AMPLITUDE ROUGHENED SURFACE AND BONDING AGENT AT JOINT o � NOTE: AOUIRE ENGINEER OF RECORD APPROVAL FOR JOINT L0C'S. RE: TYP. MAT SLAB DETAIL FOR CONST. DETAIL - TYP. MAT SLAB CONST. JOINT SCALE 3/4"= 1'-0" ) t2 BY T.O.C. ANCHOR DIAMETER I'11-1 NUT & %%ASHER 01554 HEADED BOLT U.N.O. 001 ANCHOR BOLT SCHEDULE DIA. GRADE MIN. EMBED. }, ., 2 36 5" %'' 36 6., V, 36 B„ I" 36 12" DETAIL -- TYP. ANCHOR BOLT( SCALE N.T.S. 0 cr 0 cn z BASE BEAM 2" 2" 2 001 PL 3/4"x4x0'-6" CLIP PLATE W/7/8"4 HOLE 11 P 4 x 0'-4" SPACER PLATE W/ %" v HOLE a DIAMETER DETAIL - CLIP ANCHOR 6 -HILTi KwIK-BOLT SCALE N.T.S. CHK APP DATE ISSUED FOR CONSTRUCTION BSF MTM 8/5/13 001 PROJECT APPROVAL ISSUED DESCRIPTION PROD DATE CLIENT DATE ISSUED FOR REVIEW ISSUED FOR APPROVAL. MONOLITHIC SLAB ON COMPACTED STRUCTURAL FILL 4T.O. SLAB RE: PLAN 16" O.C., EA. WAY, T&B U w DETAIL - TYP. MAT SLAB SCALE 3/4"=1'-0" NOTE: HOOK MAIN REINFORCEMENT AT END OR PROVIDE CORNER BAR AS SHOWN. STD. NOOK CORNER BARS TO MATCH SIZE & SPACING OF GRADE BEAM OR WALL REINFORCING. DETAIL - TYP. CORNER BAR REINFORCING 3 SCALE N.T.S. HEAV{ HEX HEAD -Y - WILSON ANCHOR SLEEVE OR APPROVED EQUIVALENT FULLY GROUTED DETAIL - SLEEVED ANCHOR ooY SCALE N.T.S. DIAMETER DETAIL - EXPANSION ANCHOR 7 SCALE N.T.S. c).,9 */ tyta�'s;� Gas ISSUED FOR CONSTRUCTION X::)eSERVICEENGINEERING , LLC SPRING VALLEY COMPRESSOR STATION STRUCTURAL GENERAL NOTES & TYPICAL DETAILS REVISED ISSUED FOR CONSTRUCTION PROJECT NO.: CO 180 40 010 AFE: 1006137 DWG. NO.: SPV-300-0Q1 REV: 0 12.-0" i -r 40' 3 11'--9" 40'-3" 33.-9" 0 ern ti - M 120'-3 133.— 1(11"" L 0 w G TRANSFORMER PAD BY U T ILi l Y CO. L_J GENERATOR (DWG. NO. SPV 300 007) EDGE OF CONCRETE CONTROL BUILDING (D wG . N O . SPV-300-005) EDGE OF CONCRETE 0 t) EDGE OF CONCRETE V-300 AIR RECEIVER (DWG. NO. SPV 300— 006) 23'-1y" EDGE. or CONCRETE 1 UTILITY BUILDING (DWG. NO. SPV---300--004) 0 N U 0 w SEE DWG. NO. SPV-300-101 :-OR MISC. PIPE SUPPORT FOUNDATIONS \ V— 200 Q FOO IN0' i INLET EDGE OF CONCRETE 43'-7y2" 35'—O" S -101/S-100/ ST—C100& O S -201/S-200/ ST—C200 c3- (DWG. NO. SPV —300-006) z 0 0 EDGE OF CONCRETE SEPARATOR V-100 (DWG. NO. SPV— 300-008) DISCHARGE COALESCER (DWG. NO. SPV— 300-0009) 1 1)12 COMPRESSOR BUILDING (DWG. NO. SPV-300-003) 16'-4" 16'-4" 16'-4" AT - ORM ; 0UN;.iAi ION (DWG NO. SPV— 300-010) 0 0 0 0 0 0 0 0 0 0 i 20•-6" �►r SONOTUBE PIER (TYP.) 24'-4" iS'44 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1- 6'-0" FSS INDICATES METAL BLDG. GRID LINE (TYP.) EDGE OF CONCRETE N Puvir NORTH 0 10' 20' 35,-4" PPERACK FOUNDATION (DWG. NO. SPV-300-010) EDGE OF CONCRETE 16'-0" 1- 6'-0" TS3i 2' SK— 100 FUEL GAS (DWG. NO. SPV— 300-007) 0 7,— 10" 8'-0" S— 300 BLOWDOWN SILENCER (DWG. NO. SPV-300-006) N. 0 + 77.-3" N. 0 + 69'-3" 40' SCALE: 1/16".=l' 60' �.ti..........,.,l:i�,...».,..,._.di....»,».....c$ , 3A....w..,.,...i' i It 11. e i......R,.......lt»i»�;.,..„..el a1 . �,_.,.,._., ii I�:...a....;.ii.;,,.::..:...,.zi,......,,,,:�.#i..,...o,....Jt.. l ty; , CK.1 31 l 1 l i1,,.1, (,K1 0 -1, 11 1 :ti l 4- 1.0 1, A1'.. 10 0-- 1, i:}l 10 10 1#= 1, q<1 -1 ( ri.1 Nr zT I. CK1 4 LP 1, (;K1 4 §'Pty 1 t, 11 1ANK #0 ul )0 i 1X13.M.1E`i1 i1�1 1' 1 CK to i;;t!#: APP E C _ APPROVAL J .,. ENGINEERING SERVICES, LLC i SOURCE GAS - SPRING VALLEY COMP. STA. ELECTRICAL - PLAN CONTROL BLDG. - POWER & LIGHTING i'; 11'+l° c 0 0 a) 0 , 0 N SW 2"2" cNif sw 1 STEEL (GIRT) LINE PERIMETER SHEETING NOTCH DETAIL OMIT AT OVERHEAD DOORS, WALKDOORS AND AT OTHER LOCATIONS AS SHOWN ON THE ANCHOR BOLT SEI IING PLAN. wfa 5 1/2" 40'-3" OUT—TO—OUT OF CONCRETE 24'-8" 14'-8" N X—Bracing 1/2" 1 0 U m X REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 5 1/2" 24'-8" X—Bracing 14'-8" ANCHOR BOLT PLAN NOTE: All Base Plates 0 100'-0" (U.N.) 5 1/2" 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. REFER TO SHEET A2 (& A.3 IF REQ D) FOR REACT/ONS & DETAILS. 2. DIMENSIONS AT OPENINGS ARE TO FACE OF JAMBS. SEE DETAILS. J. ANCHOR BOLTS TO BE SET TO f 1/8" IN LOCATION & ELEVATION PROJECT. SOURCE GAS - CONTROL C) C.) (zi%C 14. Q. as Q) BY: BT DATE: 3/16/2 PROJECT. SOURCE GAS - CONTROL C) C.) (zi%C 14. Q. Q) 0 Li Cn Q o 2 O v BY: BT DATE: 3/16/2 SPLICE PLATE & BOLT TABLE Mark Qty Top Bot Int Type Dia Length Width Thick Length SP -1 SP -2 4 4 0 A325 3/4" 2" 4 4 D A325 3/4" 2 1/4" 1/2" 2'-2 1/8" 5/8" 2,-2" FLANGE BRACES: FBxx (BOTH SIDES) xx=length(in) A — 2x2x3/16 Q2„ 12 Mark Weight Web Depth Start/End Web Plate Thick Length RF1-1 RF1-2 360 386 7.3/ 7.3 7.3/ 7.3 18.0/18.0 18.0/18.0 0.313 0.313 0.188 0.188 1'-3 1/8" 9'-11" 4'-9 1/8" 9'-11" Outside Flange W x Thk x Length 8 x 3/8" x 11 -0 7/8" 8 x 3/8" x 7 11/16" 6 x 1/4" x 14'-5 1/16" Inside Flange W x Thk x Length 8 x 3/8" x 9'-4 1/16" 6 x 1/4" x 14'-5 1/16" C-1 0 LL CD Ln Q) 0 C 0 0 f) U FB42A FB42A F842A 11111111111111111111111-2 0 Li r-1 n 28'-8" Clearance +/- 30'-0" OUT—TO—OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 2 2"11, 12 REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 0 0 oel[ VITEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES.. 1. Structural joints with A.S. T.M. A325 Bolls shall be assembled and tightened according to the 'Turn of the Nut Method" as described in the Specification for Structural Joints using A325 or 44.90 Bolts. 2 Flange Brace holes in girts at sidewall (if req "d) must be field located as req'd See detail sheets for more information. PROJECT SOURCE GAS - CONTROL 100 sDNr&S COO44N379 ;yo„do, 4_ as i< w PROJECT SOURCE GAS - CONTROL 100 sDNr&S COO44N379 ;yo„do, 4_ BY: BT CK: DATE: 3/16/12 DATE: JOB #. 6092 DWG #: El SPLICE PLATE & BOLT TABLE FRAME LINE: 3 CAP PLATE BOLTS Mark SP -1 SP -2 Qty Top Bot Int Type Dia Length Width Thick Length Mark Qty Type Dia Length 2 4 0 A325 3/4" 2" 4 4 0 A325 3/4" 1 3/4" 6" 3/8" 11 3/4" 6" 3/8" 1'-3 1/4" EC -6 EC -5 4 A325 5/8" 1 3/4" 4 A325 5/8" 1 3/4" BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH ER-1/ER-1 Cor_Column/Raf Int_Column/Raf 4 4 2 A325 A325 A325 5/8" 5/8" 5/8" 1 3/4" 1 3/4" 1 3/4" ,z1/112" 12 WH -2 O WH -2 G-2 N G-2 cJ G— 0_ WH-2 WH -2 G-1 SA -12 ter... n® ...57" 13 12 30'-0" OUT—TO—OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 3 REFER TO DWG: D4 FOR ICE SHIELD DETAILS 30'-O" OUT -TO -OUT OF STEEL H EC -1 I EC -2 I EC -3 LEFT ENDWALL FRAMING ELEVATION @ FRAME LINE 1 H EC -4 2"'N, 12 2" 12 MARK MEMBER LENGTH WEIGHT RF2-1 RF2-2 RF2-3 EC -6 EC -5 W8x10 W8x10 W8x10 W8x10 W8x10 11'-1 3/4" 14'-6 1/8" 11'-1 3/4" 12'-2" 12'-2" 143 179 143 150 150 LOOSE CLIPS / ANGLES FRAME LINE 1 & 3 ❑ ID 3 4 MARK/PART CH -24 GCA -2 ZA-7 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 NOTES • 1. Structural joints with ,4.S. T M. A325 Bolts shall be assembled and tightened according to the 'Turn of the Nut Method" as described in the Specification for Structural Joints using A325 or 4490 Bolts. 2. Flange Brace holes in girls of sidewall (f req'd) must be field located as regd. See detail sheets for more information. as BY: BT CK: DATE: 3/16/12 DATE: JOB #: 6092 DWG #: E2 4" 4" 40'-0" OUT—TO—OUT OF STEEL 24'-8" 14'-8" E-1 E-2 WH -2 WH -2 BA -200 G-5 G-4 WH -2 WH -2 I EC -4 4'-0" Field I 7 \ 1 \/ / 1 C I 4'-0" I RF1-1 Field 9" SA -12 FRONT SIDEWALL FRAMING ELEVATION @ FRAME LINE D 40'-0" OUT—TO—OUT OF STEEL / I RF2-3 /of 14'-8" 24'-8" Q E-2 E-1 6 BA -200 \ I / \ / I / N / \ G-6 r I RF2-1 SA -12 \ \C G-7 0 El G-7 3070 vl Field BACK SIDEWALL FRAMING ELEVATION @ FRAME LINE A REFER TO DWG: D4 FOR ICE SHIELD DETAILS I EC -1 4" 4" 5 j ANE FRAME LINE D & A ❑ ID MARK/PART 1 CH -24 3 GCA -2 REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 ED ED 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAW/NG SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS J. HELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REO:D. PROJECT SOURCE GAS - CONTROL 0 0 '0 C sikLI_ (/) 0 0 0 -J 0 O 0Q as PURCHASER.. TR ,. PROJECT SOURCE GAS - CONTROL 0 0 '0 C sikLI_ (/) 0 0 0 -J 0 O 0Q DATE: 3/16/12 DATE: 0 3 4" PURLIN LAP 40'-0" OUT -TO -OUT OF STEEL .113 24'-8" 14'-8" 2'-1 3/41 ROOF FRAMING PLAN 2'-1 3/4° E BA -200 4" N 1 F2-2 F2-2 I in' RC -1 REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 ROOF SHEETING PANELS: 26 Ga. B&C-"PBR" COLOR: 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. 3. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REQ 0 I 1 Ilii/ �� \ \ \ / / P-2(Typ) / P-1(Typ) \ G2 \`� G`P/ �/ \ / \ / \ / ER -1 \ / RF1-2 / )1 \ / \ / \ / \ / \ / \ / \ / \ / \ P-1(Typ) P-2{TYP) \ / \ / \ / \ / ER -1 \ / \ / RF1-2 \ / \ / \ / / \ / I \ / 1 \ / \ 1 I I / \ / 1 \ / \ 2'-1 3/41 ROOF FRAMING PLAN 2'-1 3/4° E BA -200 4" N 1 F2-2 F2-2 I in' RC -1 REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 ROOF SHEETING PANELS: 26 Ga. B&C-"PBR" COLOR: 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. 3. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REQ 0 PROJECT SOURCE GAS - CONTROL 0 v (ii% _, Q.. (r) cao Q -ZW 0 V 0 as PURCHASER.. T P / PROJECT SOURCE GAS - CONTROL 0 v (ii% _, Q.. (r) cao Q -ZW 0 V 0 BY: BT DATE: 3/16/12 CK: DATE: JOB #: 6092 DWG #: E4 1 EP EF- 1 P 1 ID- 1 N as I 1 HS HS -1 -1 I I HS HS -1 -1 I FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE D PANELS: 26 Ga. B&C -R - NEED COLOR EP ,LE VirEEL, 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDIVIDUAL SHEET/NG & TRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION lS CENTER OF FIRST H/ -RIB TO STEEL LINE J. IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. as GAS - CONTROL 00 SPR/NGS, CO Q 1 N HHS LOCATION GL E/VWOOD SPRINGS, CO ac I r- 1 Li HS -1 r 1 LL -1 HS r 1 Li HS' -1 I LL -1 FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE D PANELS: 26 Ga. B&C—R — NEED COLOR EF— 1 0 N PROJECT SOURCE GAS - CONTROL LOCATION GL E/VWOOD SPRINGS, CO ac I HS -1 LL BACK SIDEWALL SHEETING ELEVATION © FRAME LINE A PANELS: 26 Ga. B&C—R — NEED COLOR ND L/ •• Ile. •- P�p� If ' ,sle. ••• 35951• •• • • ' ......••••••." ONA\- REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 w 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES' 1. FOR INDIVIDUAL SHEET/NG' & TRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION IS CENTER OF FIRST 1/1-R18 TO STEEL LINE. J. /F NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. PROJECT SOURCE GAS - CONTROL LOCATION GL E/VWOOD SPRINGS, CO ac LLI Q c QL PROJECT SOURCE GAS - CONTROL LOCATION GL E/VWOOD SPRINGS, CO BY: BT DATE: 3/16/12 CK: DATE: OB #: 6092 DWG #: E5 „Zr2” 12 U 12 MA -2 LEFT ENDWALL SHEETING ELEVATION © FRAME LINE 1 PANELS: 26 Ga. B&C -R - NEED COLOR MA -2 f HS- HS- S-1 HS - I L S-1 RIGHT ENDWALL SHEETING ELEVATION © FRAME LINE 3 PANELS: 26 Ga. B&C -R - NEED COLOR 2"1„ 12 L U 12 REVIEWED By Richard T Smith at 7:22 pm, Sep 09, 2013 OITEEL 2535 N. 10th ST. GERING, NE 69341 (308) 632-6188 NOTES: 1. FOR INDIVIDUAL SHEETING & TRIM DETAILS REFER TO DETAIL SHEETS 2 PANEL START DIMENSION /S CENTER OF FIRST HI-RIB TO STEEL LINE J. /F NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE. 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS as BY: BT DATE: 3/16/12 CK: DATE: JOB #: 6a92 DWG #: E8