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08/22/2022
Xcel Energy
Rifle Compressor Station
Building Permit
GAS CHROMATOGRAPH BUILDING
RIFLE COMPRESSOR STATION RECOMMISSIONING PROJECT
QUESTAR INTERCONNECT
ADDRESS: 613 COUNTY ROAD 264, RIFLE, CO 81650
DESIGN SPECIFICATIONS: SEE BUILDING PACKAGE
SERVICE CENTER:BYDRAWINGREVISIONSNO. DESCRIPTION DATEDESIGNED BY:APPROVED BY:CHECKED BY:DRAWN BY:TYPE:LOCATION:DIVISION:CITY/COUNTY :IN SERVICE DATE:HISTORYDATEFLOC:®9'-6"2'-0"T/GRADEEL 5313'-5 78"T/CONCEL 5314'-5"1'-0" (TYP)24" ENGINEERED FILL (TYP)#5 BARS @ 12"±TOP & BOTTOM#5 BARS @ 12"±TOP & BOTTOM(2) #4 BARS @ 12"±(1) EACH SIDE#4 BARS @ 12"±1'-0"17'-0"6"16'-0"6"9"9"2'-0"111'-0" (TYP)NOTES:1. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS,ELEVATIONS AND ORIENTATION PRIOR TO EXCAVATING, FORMINGAND POURING CONCRETE.2. CONTRACTOR SHALL VERIFY AGAINST VENDOR DRAWINGS THATEXTENT OF BUILDING FITS ON DESIGNED CONCRETE.3. CONTRACTOR SHALL INSTALL ANCHOR BOLTS PER MANUFACTURER'SSPECIFICATIONS AND CHECK LOCATIONS AGAINST BUILDING VENDORDRAWINGS PRIOR TO INSTALLATION.4. CONTRACTOR SHALL FOLLOW GEOTECH REPORT RECOMMENDATIONFOR EXCAVATION AND PREPARATION OF SOILS.5. CONTRACTOR SHALL FOLLOW GEOTECH REPORTRECOMMENDATIONS TO SELECT AND COMPACT STRUCTURAL FILL.6. TOP OF GRADE AROUND FOUNDATION VARIES. PROVIDED IN THISDRAWING IS THE HIGHEST POINT AROUND MAT-FOUNDATION.7. END OF GRATING SPANS WITH EXPOSED BAR EDGES TO BE BANDEDWITH 316" A36 FLAT BAR. FLAT BAR TO BE HOT DIPPED GALVANIZED.WELDED AREAS TO BE COLD SPRAY GALVANIZED.GC BUILDINGW6x15 SKID(BY OTHERS)8'-0"818"4'-9"4'-6"6"3'-6"O/O STEEL6"1'-0"4'-5"1'-3"1'-6"1'-6"C BOLTSCLSPAN1'-0" (TYP)GC BUILDINGW6x15 SKID(BY OTHERS)C BOLTSCLC BOLTSCLC4x7.2 (TYP)1 12"x316" BARLIGHT DUTY19W4 GRATING58"Ø HOLE FOR12"Ø HILTI HIT-HY 200V3 + HIT Z, 6 12" LONG,@ GAGE#4 BARS @ 12"±**MIDDLE BAR CNTRD ONWALKWAY PAD**#4 BARS @ 12"±#5 BARS @ 12"±#5 BARS @ 12"±C41'-0"4'-5"1" CLR
XCEL ENERGYRIFLE COMPRESSOR STATION8'-0" x 8'-0" x 16'-0" BuildingModel MSHWF615-103.5 x 199.5RIFLE, COPERMIT SET09/13/2022STRUCTURAL ENGINEERS:TRI-STATE INDUSTRIES, INC.CLIENT:JOSH KIRBY8620 E. 46TH STTULSA, OK 74145SHEET TITLESHEET INDEXG-001 COVER SHEETGENERALS-001GENERAL NOTES S-101 FLOOR PLAN AND FRAMING PLAN S-102 FRAMING PLANS AND SECTIONS-103 FRAMING PLAN AND ELEVATIONS-104 FRONT AND SIDE ELEVATIONSTRUCTURAL918-938-6004CORPORATE ADDRESS:STRUCTURAL ENGINEERKATTHERINE JANE WILCZEK, PECYNTERGY810 S CINCINNATISECOND FLOORTULSA, OK 74119SHEET NAMESHEET NUMBERISSUE DATE:CHECKED BY:DRAWN BY:ISSUES / REVISIONS810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119918.877.6000www.cyntergy.comENGINEER OF RECORDSTIPULATION FOR REUSE09/13/2022KATHERINE JANE WILCZEKKJWREATRI-STATE INDUSTRIES8'-0"x8'-0"x16'-0" BUILDINGMODEL: MSHWF615-103.5X199.5RIFLE, CO.THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITEAT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON09/13/2022, AND IS NOT SUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWINGFOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSEDARCHITECTS AND ENGINEERS. REPRODUCTION OF THISDRAWING FOR REUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TO THE LAW.Printed: 06/01/2022V:\Tri-State Industries\Xcel Rifle Gas Chromo Bldg\04-CAD\Sheet\G-001.dwgPE.0054830P R O FESSIONALENGINEERCOLORADOLICENS E D KATHERINE JANE WILC Z EK G-001COVER SHEET
DESIGN CRITERIA1. THE STRUCTURAL DESIGN IS BASED ON THE DESIGN REQUIREMENTS OF THEINTERNATIONAL BUILDING CODE, 2018 EDITION.2. ROOF DESIGN LOADSLIVE LOAD 20 PSFDEAD LOADS ROOF 20 PSF TOTAL DEAD LOAD 20 PSFSNOW LOADS AND COEFFICIENTS SNOW EXPOSURE FACTOR 1.0 GROUND SNOW 58 PSF ROOF SNOW 40 PSF IMPORTANCE FACTOR 1.0 THERMAL FACTOR 1.23. LATERAL LOADSWIND LOADS AND COEFFICIENTS ULTIMATE DESIGN WIND VELOCITY 115 MPH EXPOSURE C BUILDING CATEGORY II INTERNAL PRESSURE COEFFICIENT+ 0.18DESIGN WIND PRESSURES MWFRS WALLS 18 PSF ROOF RE:1/S-001 COMPONENTS & CLADDING WALLS TRIBUTARY AREA < 10 FT2 INTERIOR ZONE 24 PSF EXTERIOR ZONE 29.6 PSF TRIBUTARY AREA > 500 FT2 INTERIOR ZONE 18.4 PSF EXTERIOR ZONE 18.4 PSF ROOF UPLIFT RE:2/S-001COMPONENTS AND CLADDING SEISMIC DESIGN IE1 SS0.234 SI0.072 SITE CLASS D SDS0.25 SDI0.115 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAME EQUIVALENT LATERAL FORCE PROCEDURE DESIGN BASE SHEAR 1.06k CS0.0714 R 3.5GENERAL1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARYSUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OFCONSTRUCTION.2. COORDINATE ALL DIMENSIONS WITH FLOOR PLAN; NOTIFY THE ENGINEEROF ANY CONFLICTS PRIOR TO CONSTRUCTION.3. COORDINATE THE EXACT SIZE AND LOCATION OF ALL SLEEVES ANDOPENINGS THROUGH WALLS FLOORS WITH MECHANICAL, PLUMBING ANDELECTRICAL DRAWINGS.4. ALL PHASES OF CONSTRUCTION SHALL CONFORM TO THE MINIMUMSTANDARDS OF THE BUILDING CODE(S) NOTED IN "DESIGN CRITERIA".5. DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS TAKE PRIORITYOVER SCALED DIMENSIONS. IN SOME CASES PLANS AND DETAILS MAY NOTBE DRAWN TO SCALE FOR CLARITY.6. DETAILS LABELED "TYPICAL" ON THESE DRAWINGS APPLY TO SITUATIONSOCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSESPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILSARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF ANYCONDITIONS NOT APPLICABLE TO THESE "TYPICAL" DETAILS.7. DO NOT STACK CONSTRUCTION MATERIALS ON FLOORS OR ROOFS DURINGCONSTRUCTION IN EXCESS OF 80 PERCENT OF THE DESIGN LIVE LOADNOTED ON THESE PLANS.8. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OFCONSTRUCTION, AS WELL AS SEQUENCE OF CONSTRUCTION THAT DOESNOT IMPACT THE FINAL DESIGN AS SHOWN ON CONSTRUCTIONDOCUMENTS.9. FOUNDATION BY OTHERS.STRUCTURAL STEEL1. STRUCTURAL STEEL SHALL BE DETAILED, DESIGNED, FABRICATED AND ERECTED IN ACCORDANCEWITH THE REQUIREMENTS OF AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OFSTRUCTURAL STEEL BUILDINGS, AISC MANUAL OF STEEL CONSTRUCTION (ALLOWABLE STRESSDESIGN), AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AND THE AWSSTRUCTURAL WELDING CODE. ALL CODES AND MANUALS SHALL BE THE LATEST ADOPTED EDITIONS.2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:CHANNELS, ANGLES, PLATES, ETC. A36 (Fy=36 KSI)STRUCTURAL TUBE A500 GRADE B (Fy=46 KSI)BOLTS A325 OR A490WELDING ELECTRODES E70XXHARDENED STEEL WASHERS ASTM F4363. CONNECTION MATERIALS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWINGDESIGNATIONS:BEAM OR COLUMN STIFFENER PLATES SHALL BE OF THE SAME GRADE OF STEEL AS THESTRUCTURAL ELEMENT.ALL BOLTED CONNECTIONS ARE TO BE ERECTED WITH HIGH STRENGTH BOLTS, ASTM A325 OR ASTMA490, WITH BEARING TYPE "N" ALLOWABLE LOADS EXCEPT FOR BRACE CONNECTIONS WHICH ARESLIP CRITICAL CONNECTIONS.4. ALL BEAM TO BEAM AND COLUMN TO BEAM CONNECTIONS SHALL BE BOLTED UNLESS NOTEDOTHERWISE.5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STANDARDD1.1. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE TYPE OF WELD REQUIREDUSING E70XX ELECTRODES OR IN A CERTIFIED SHOP TO DO SUCH WORK.6. MINIMUM SIZE AND STRENGTH OF WELDS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS.PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF THEAISC MANUAL.PROVIDE THE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATIONGROOVE WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISC MANUAL.DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED, WITHSHOP AND FIELD WELDS, UNLESS OTHERWISE NOTED ON THE CONSTRUCTIONDOCUMENTS.WHERE CONNECTIONS ARE NOTED ON CONSTRUCTION DOCUMENTS AS FULL MOMENTCONNECTIONS, PROVIDE WELDS TO DEVELOP THE FULL FLEXURAL CAPACITY OFTHE LEAST CAPACITY MEMBER OF THE CONNECTION.7. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER IS TO BE HOT-DIP GALVANIZED. PROVIDE BOLTS,NUTS AND WASHERS THAT ARE HOT-DIP GALVANIZED ACCORDING TO ASTM A153, CLASS C.8. SPLICING OF STRUCTURAL STEEL MEMBERS IS NOT ALLOWED UNLESS SPECIFICALLY DETAILED ONTHESE PLANS.9. DO NOT FIELD CUT ANY STRUCTURAL STEEL MEMBERS IN CONFLICT WITH THE WORK WITHOUTAPPROVAL BY THE ENGINEER OR UNLESS SPECIFICALLY SHOWN ON THE CONSTRUCTION DOCUMENTS.10. PROVIDE HARDENED STEEL WASHERS CONFORMING TO ASTM F436 FOR CONNECTIONS WITHSTANDARD AND SHORT-SLOTTED HOLES. FOR LONG SLOTTED HOLES, PROVIDE STRUCTURAL-GRADESTEEL 516" PLATE WASHERS OR CONTINUOUS BARS. IN ALL CASES, WASHER OR PLATE MUST BE OFSUFFICIENT SIZE TO COVER THE HOLE OR SLOT.11. ALL HOLES IN STEEL MEMBERS SHALL BE DRILLED OR PUNCHED. TORCH CUT HOLES ARE NOTALLOWED.12. ERECT AND MAINTAIN TEMPORARY BRACING TO ENSURE THE ALIGNMENT AND STABILITY OF THESTRUCTURE DURING CONSTRUCTION UNTIL PERMANENT CONDITIONS HAVE BEEN COMPLETED.COLD FORMED STEEL FRAMING1. COLD FORMED STRUCTURAL STEEL FRAMING SHALL CONFORM TO THE AMERICAN IRON AND STEELINSTITUTE (A.I.S.I.) "DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", MOST CURRENTADOPTED EDITION.2. ALL FRAMING MEMBERS SHALL BE FINISHED WITH A CORROSION RESISTANT COATING,CORRESPONDING TO THE REQUIREMENTS OF ASTM A653 AND THE FOLLOWING MATERIALPROPERTIES.FRAMING MEMBER GAUGE MINIMUM YIELDSTUDS, JOISTS 18,20 33 KSISTUDS, JOISTS 10,12,14,16 50 KSITRACKS/CHANNELS 18 20 33 KSISOLID BLOCKING SAME AS STUDS3. ALL COLD FORMED STEEL FRAMING SHALL BE FASTENED WITH EITHER SELF-DRILLING SCREWS ORWELDING AS SHOWN ON THE CONSTRUCTION DOCUMENTS. WIRE TYING OF THE COMPONENTS ISNOT PERMITTED. ALL WELDS ARE TO BE PAINTED WITH ZINC RICH PAINT.4. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING E70XX ELECTRODES INACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STANDARD D1.3.5. BRIDGING OF AXIAL AND TRANSVERSE LOADED STUD FRAMING SHALL BE ACCOMPLISHED BY EITHERCOLD FORMED CHANNELS RUN HORIZONTALLY THROUGH THE STUD PUNCHOUTS AND ATTACHED ATEACH STUD OR BY 2" MINIMUM WIDE STEEL STRAPS RUN HORIZONTALLY, ON BOTH SIDES OF STUDS,AND ATTACHED TO EACH STUD. THE VERTICAL SPACING OF THE BRIDGING SHALL BE AT A MINIMUMOF 4'-0" O.C.STEEL PANELS1. ROOF AND WALL PANELS SHALL BE STRONGSEAM (TM) FLAT-LOC PANELS BY METAL PANELSINC (TM) WITH A MINIMUM YIELD STRENGTH OF 60 KSI FOR 26 GA.2. ROOF AND WALL PANELS SHALL BE PAINTED IN ACCORDANCE WITH ASTM A755.3. FURNISH PANELS OF SIZE AND GAUGE AS NOTED ON THE CONSTRUCTION DOCUMENTS.4. FURNISH PANELS IN LENGTHS ADEQUATE FOR A THREE SPAN CONDITION WHERE POSSIBLEFOR TYPE OF PROFILE AND GAUGE SHOWN.5. ATTACH PANELS SECURELY TO SUPPORTS AND PROVIDE SIDE LAP CONNECTIONS AS SHOWN.6. PROVIDE A CONTINUOUS CLOSURE SECTION TO FACILITATE PANEL SUPPORT ANDATTACHMENT AS REQUIRED OR WHERE CHANGES OF PANEL DIRECTION OCCUR. THE CLOSURESTRIP IS TO BE THE SAME GAUGE AS DECKING, MINIMUM.16'-0"8'-0"ZONE 1ZONE 2ZONE 216'-0"8'-0"AMWFRS UPLIFT PRESSURESZONEAUPLIFT PRESSUREGROSS18.0 PSFCOMP. & CLADDING UPLIFT PRESSURESZONE1UPLIFT PRESSUREGROSS270.8 PSF59.5 PSFGROSS37.1 PSF32.8 PSFA < 10 FT2A > 100 FT21MWFRSNOT TO SCALE2COMPONENTS & CLADDINGNOT TO SCALERIDGEAZONE 1RIDGE3'-0"TYPSHEET NAMESHEET NUMBERISSUE DATE:CHECKED BY:DRAWN BY:ISSUES / REVISIONS810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119918.877.6000www.cyntergy.comENGINEER OF RECORDSTIPULATION FOR REUSE09/13/2022KATHERINE JANE WILCZEKKJWREATRI-STATE INDUSTRIES8'-0"x8'-0"x16'-0" BUILDINGMODEL: MSHWF615-103.5X199.5RIFLE, CO.THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITEAT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON09/13/2022, AND IS NOT SUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWINGFOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSEDARCHITECTS AND ENGINEERS. REPRODUCTION OF THISDRAWING FOR REUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TO THE LAW.Printed: 06/01/2022V:\Tri-State Industries\Xcel Rifle Gas Chromo Bldg\04-CAD\Sheet\S-001.dwgPE.0054830P R O FESSIONALENGINEERCOLORADOLICENS E D KATHERINE JANE WILC Z EK GENERAL NOTESS-001
RXNS TO SKID (service load) kipsDEAD 1.3LIVEROOF LIVESNOWWIND X 0.7WIND ZSEISMIC XSEISMIC ZXYZ0.260.20.251.70.10.30.040.221.00.40.50.350.10.31/4" FLOOR PLATE(INTERIOR SEAMS TOBE CENTERED ONC6 CHANEL)2 11/16"2 11/16"2 11/16"2S-1023S-1023S-1022S-1042S-1041S-1042 11/16"2 11/16"2 11/16"7 9/16"SKID OUTLINE3'-2 1/4"2'-2"1'-10 1/2"2'-6"1'-10 1/2"2'-1"2'-1 5/16"2'-1 1/16"16'-5 1/8"2 11/16"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-1 1/16"2 11/16"8'-5 1/8"2'-1 9/16"2'-1"2'-1"2'-1 9/16"2'-1 9/16"2'-1"2'-1"2'-1 9/16"1S-1032S-1038'-0"16'-0"16'-3"4'-0 1/2"4'-1"4'-1"4'-0 1/2"8'-3"4'-1 1/2"4'-1 1/2"W6x15S-1013W6x15W6x15W6x15C6x8.2C6x8.2C6x8.2C6x8.2C6x8.2C6x8.2C6x8.2S-1014TYP.TYP.FOUNDATIONCONNECTION POINT,6-TOTAL( BY OTHERS)CL A.B.9"9"CL A.B.CL A.B.CL A.B.CL A.B.CL A.B.8"CL A.B.8"9"CL A.B.9"CL A.B.8"CL A.B.CL A.B.CL A.B.CL A.B.CL A.B.8"S-1015TYP.FOR MOUNTING CLIPSSEE DETAIL 8/S-101, TYP.(BY OTHERS)2'-0 1/2"1'-4"2'-0 1/2"CLOSED CELL SPRAYFOAM INSULATION IN SKID1'-4"2'-0 1/2"2'-0 1/2"1'-4"1'-4"LIFTING LUG,TYP.RE: 9/S-101C6x8.2W6X15TYP.3/16C6x8.2TYP.3/16W6X15TYP.1/81/4" FLOORPLATETYP.1/81/81-121-12TYP.1/81-122x2x11ga TUBETYP,UNOTYP.2-122-12REACTION FOR ANCHORAGEULTIMATE SHEAR X = 1,440 LBSULTIMATE SHEAR Z = 640 LBSULTIMATE TENSION = 1,784 LBS6"3"2"712"W6x151" DIA. HOLEC6x8.2 3/16" TPLANSIDEFRONT5"2 1/2"2 1/2"5/8" x 5" x 6" FLATBAR FACE PLATEW6x15 SKIDFRAME5/8" x 5" x 6"FLAT BAR(2) 5/8" x 2 7/8" x 5 1/2 "FLAT BAR (N.S. & F.S.)(2) 5/8" x 2 7/8" x 5 1/2 "FLAT BAR GUSSETSTYP.5/8SERIES 2-899-MILLLIFTING LUG (TYP.)5/8" x 5" x 6" FLATBAR FACE PLATE3CONN. DETAIL1 1/2" = 1'-0"6REACTIONS TO SKIDNOT TO SCALE2SKID FRAME PLAN3/4" = 1'-0"4CONN. DETAIL1 1/2" = 1'-0"5CONN. DETAIL1 1/2" = 1'-0"1FLOOR PLAN3/4" = 1'-0"S-101FLOOR PLAN AND FRAMING PLANXZY7REACTIONS FOR ANCHORAGENOT TO SCALE8MOUNTING CLIP1 1/2" = 1'-0"SHEET NAMESHEET NUMBERISSUE DATE:CHECKED BY:DRAWN BY:ISSUES / REVISIONS810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119918.877.6000www.cyntergy.comENGINEER OF RECORDSTIPULATION FOR REUSE09/13/2022KATHERINE JANE WILCZEKKJWREATRI-STATE INDUSTRIES8'-0"x8'-0"x16'-0" BUILDINGMODEL: MSHWF615-103.5X199.5RIFLE, CO.THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITEAT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON09/13/2022, AND IS NOT SUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWINGFOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSEDARCHITECTS AND ENGINEERS. REPRODUCTION OF THISDRAWING FOR REUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TO THE LAW.Printed: 06/01/2022V:\Tri-State Industries\Xcel Rifle Gas Chromo Bldg\04-CAD\Sheet\S-101.dwgPE.0054830P R O FESSIONALENGINEERCOLORADOLICENS E D KATHERINE JANE WILC Z EK
9MOUNTING CLIP1 1/2" = 1'-0"
1/81/816'-5 1/8"8'-5 1/8"4'-1 9/16"2"4'-1 9/16"2'-1 1/16"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-1 1/16"1/81/84S1032x2x11gaTUBE, TYPUNOTYP.TYP.2x2x11gaTUBE, TYPUNO8'-0"1'-0"2 3/4"REF.2'-1 1/16"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-1 1/16"16'-5 1/8"3'-2 1/4"3'-0 1/4"2'-2"1'-10 1/2"2'-6"1'-10 1/2"2'-1"2'-1 5/16"4'-0"4'-0"6'-8 1/4"1'-1 3/4"6'-10 1/4"4'-0"2'-10 1/4"1/81/81/81/89'-6"2x2x11gaTUBE, TYPUNOTYP.TYP.5'-1"1'-4"1'-5"2'-4"AC UNITROUGHOPENING7 9/16"2x2x11gaTUBE, TYPUNO5S-101TYP8'-0"1'-0"8'-5 1/8"4'-2 9/16"4'-2 9/16"9'-6"4'-0"4'-0"2'-1 9/16"2'-1"2'-1"2'-1 9/16"1/81/81/8"1/8TYP.TYP.5'-8"1'-3"11"1'-3"8"2'-0 9/16"8"1'-3"EXHAUST FANROUGH OPENING1'-3"x1'-3"LOUVER ROUGHOPENING1'-3"x1'-3"O.H.6"1'-3"1'-9"4'-1"1'-0"9 5/8"1'-0"5 1/16"5 1/16"(2) 1'0"x 1'-0"CUTOUTS1'-0"1'-0"2x2x11gaTUBE, TYPUNO5S-101TYP8'-0"1'-0"8'-5 1/8"4'-2 9/16"4'-2 9/16"9'-6"4'-0"4'-0"2'-1 9/16"2'-1"2'-1"2'-1 9/16"1/81/81/81/8TYP.TYP.6'-5 3/8"1'-0"11"1'-0"LOUVER ROUGHOPENING 1'-0"x1'-0"O.H.S-102FRAMING PLANS AND SECTION3RIGHT SIDE FRAME3/4" = 1'-0"2FRONT FRAME PLAN3/4" = 1'-0"1ROOF FRAMING PLAN3/4" = 1'-0"4LEFT SIDE FRAME3/4" = 1'-0"SHEET NAMESHEET NUMBERISSUE DATE:CHECKED BY:DRAWN BY:ISSUES / REVISIONS810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119918.877.6000www.cyntergy.comENGINEER OF RECORDSTIPULATION FOR REUSE09/13/2022KATHERINE JANE WILCZEKKJWREATRI-STATE INDUSTRIES8'-0"x8'-0"x16'-0" BUILDINGMODEL: MSHWF615-103.5X199.5RIFLE, CO.THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITEAT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON09/13/2022, AND IS NOT SUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWINGFOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSEDARCHITECTS AND ENGINEERS. REPRODUCTION OF THISDRAWING FOR REUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TO THE LAW.Printed: 06/01/2022V:\Tri-State Industries\Xcel Rifle Gas Chromo Bldg\04-CAD\Sheet\S-102.dwgPE.0054830P R O FESSIONALENGINEERCOLORADOLICENS E D KATHERINE JANE WILC Z EK
8'-6" EVE HEIGHT1'-0"9'-6" OVERALL HEIGHT16'-9"26ga M PANEL,TYP. ATTACHTO SUPPORTFRAMING PER3/S-103,PENETRATIONSNOT SHOWN16'-5 1/8"8'-6" EVE HEIGHT1'-0"16'-10 1/2"2 1/2"±2 11/16"2 11/16"2x2x11gaTUBE, TYPUNO8'-0"1'-0"9'-6"2'-1 1/16"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-0 1/2"2'-1 1/16"16'-5 1/8"1/81/81/81/84'-0"4'-0"TYP.TYP.1'-6"1'-0"1'-10 1/2"2'-6"CABLE ENTRY AREAROUGH OPENING±3'-0" COVERAGE±3'-3" OVERALLSUPPORT2"8"4"8"4"8"2"ATTACH TO FRAMING WITH #10 SCREWS @12" O.C. MAX FOR WALL AND ROOF EXTERIORCLADDING.ALL SCREWS SHALL HAVE SEALINGWASHERS.GALVANIZEDMETAL FLASHING5/16" INSULATION26ga M PANEL3/4" THICK1 1/2" HAT CHANNELAT 12" OC, TYPREF. SKID PLANSHEET S-1011426ga M PANELREF. 5/S101 FORCONN. DETAIL9/16" FLAT LOCK PANELHSS 2 x 2 x 1/426ga M PANEL3/4" THICK1 1/2" HAT CHANNELAT 12" OC, TYP5/16" INSULATION9/16" FLAT LOCK PANELS-103FRAMING PLAN AND ELEVATION2BACK ELEV.3/4" = 1'-0"1BACK FRAMING PLAN3/4" = 1'-0"3ATTACHMENT PATTERNNOT TO SCALE4WALL SECTION1 1/2" = 1'-0"SHEET NAMESHEET NUMBERISSUE DATE:CHECKED BY:DRAWN BY:ISSUES / REVISIONS810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119918.877.6000www.cyntergy.comENGINEER OF RECORDSTIPULATION FOR REUSE09/13/2022KATHERINE JANE WILCZEKKJWREATRI-STATE INDUSTRIES8'-0"x8'-0"x16'-0" BUILDINGMODEL: MSHWF615-103.5X199.5RIFLE, CO.THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITEAT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON09/13/2022, AND IS NOT SUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWINGFOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSEDARCHITECTS AND ENGINEERS. REPRODUCTION OF THISDRAWING FOR REUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TO THE LAW.Printed: 06/01/2022V:\Tri-State Industries\Xcel Rifle Gas Chromo Bldg\04-CAD\Sheet\S-103.dwgPE.0054830P R O FESSIONALENGINEERCOLORADOLICENS E D KATHERINE JANE WILC Z EK
8'-6" EVE HEIGHT1'-0"8 9/16"3'-0 1/4"6'-8 1/4"16'-9" O/O OF SKID12'-8 5/16"TRIM26ga M PANEL,TYP. ATTACHTO SUPPORTFRAMING PER3/S-103,PENETRATIONSNOT SHOWN9'-6" OVERALL HEIGHT26ga M PANEL, TYP.ATTACH TO SUPPORTFRAMING PER 3/S-1032 1/2"±16'-5 1/8"16'-10 1/2"2 11/16"2 11/16"8'-6" EVE HEIGHT1'-0"9'-6" OVERALL HEIGHT26ga M PANEL,TYP. ATTACHTO SUPPORTFRAMING PER3/S-103,PENETRATIONSNOT SHOWN8'-9" O/O OF SKID8'-5 1/8"4'-2 9/16"4'-2 9/16"2 11/16"2 11/16"S-104FRONT AND SIDE ELEVATIONS2LEFT AND RIGHT SIDE ELEV.3/4" = 1'-0"1FRONT ELEV.3/4" = 1'-0"SHEET NAMESHEET NUMBERISSUE DATE:CHECKED BY:DRAWN BY:ISSUES / REVISIONS810 SOUTH CINCINNATISECOND FLOORTULSA, OK 74119918.877.6000www.cyntergy.comENGINEER OF RECORDSTIPULATION FOR REUSE09/13/2022KATHERINE JANE WILCZEKKJWREATRI-STATE INDUSTRIES8'-0"x8'-0"x16'-0" BUILDINGMODEL: MSHWF615-103.5X199.5RIFLE, CO.THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITEAT RIFLE,CO. CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON09/13/2022, AND IS NOT SUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWINGFOR REFERENCE OR EXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLY LICENSEDARCHITECTS AND ENGINEERS. REPRODUCTION OF THISDRAWING FOR REUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TO THE LAW.Printed: 06/01/2022V:\Tri-State Industries\Xcel Rifle Gas Chromo Bldg\04-CAD\Sheet\S-104.dwgPE.0054830P R O FESSIONALENGINEERCOLORADOLICENS E D KATHERINE JANE WILC Z EK