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HomeMy WebLinkAboutPlan-Amendmentce Energy 620 COUNTY ROAD 319 DENVER, RIFLE, COLORADO 81650 RIFLE OPERATIONS STORAGE BUILDING PERMIT ISSUE SEPTEMBER 30, 2011 SWANSON CI RINK 1120 Lincoln Street, Suite 1200, Denver, CO 80203 www.swansonrink.com 303.832.2666 CONDITIONS OF PERMIT BLCO-10-11-2237 Xcel Energy Storage Building 620 CR 319 Rifle, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CURRENT LAND USE CHANGE PERMITS. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) BUILDING IS APPROVED AS TYPE IIB CONSTRUCTION, S1 OCCUPANCY. 5) CONTACT LOCAL FIRE DISTRICT FOR SPECIAL REQUIREMENTS PRIOR TO CONSTRUCTION. FIRE DISTRICT FINAL APPROVAL 15 REQUIRED FOR CO/FINAL INSPECTION. 6) ENGINEER SHALL FIELD VERIFY SCREW PILE INSTALLATION. PROVIDE APPROVAL REPORT AT FOOTING INSPECTION. 7) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. FINAL APPROVAL REPORT IS REQUIRED AT FRAME INSPECTION. 8) LOCKS, LATCHES, AND LANDINGS PER 2009 IBC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 10) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. 11) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 12) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/FINAL APPROVAL. APPROVED ESUBJECT TO NOTED XCEPTIONS it INSPECTIONS GARFIELD COUNTY BUILD' G EPARTM6s'i Date Z /2By LD COP NO INSPECTION WITHOUT THESE PLANS ON SITE Page of x o C7 m CO La mu m o- = a CO 31Pd"6lE029E 0 v kt) v 0 MO -10-11-2237 G \EAL DRAWI\G LIST G-000 G-011 MASTER TITLE SHEET DRAWING INDEX ARCHITECT,RAL 3AWI\G LIST A100 SITE PLAN A101 FLOOR PLAN A201 BLDG ELEVATIO\S & ROOF PLAN A301 BLDG SECTIONS & WALL SECTIONS STRUCT 5001 S002 S100 S300 CIVIL C1 C2 C3 C4 C5 C6 C7 URAL D AWI \G LIST STRUCTURAL GENERAL NOTES & TYPICAL DETAILS SPECIAL INSPECTION & METAL BUILDING SPECIFICATIONS FIRST FLOOR FRAMING AND FOUNDATION PLAN STRUCTURAL SECTIONS AND DETAILS DRAWI\G L ST COVER SHEET CIVIL SPECIFICATIONS DEMOLITION PLAN SITE A\D GRADING PLANS HORIZONTAL CONTROL PLAN EROSION CONTROL PLAN SITE DETAILS V EC HA\ CAL DRAWI\G LIST M-01 1 M-012 V-101-1 M-600 ELECT E-01 1 E-012 E-013 E-100 E-130-1 E-131-1 E-500 E-620 MECHANICAL N ECHANICAL MECHANICAL MECHANICAL LEGEND SPECIFICATIONS PLAN SCHEDULES RICAL D AWI\G LIST ELECTRICAL LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS ELECTRICAL SITE PLAN FIRST FLOOR POWER PLAN FIRST FLOOR LIGHTING PLAN ELECTRICAL ONE -LINE DIAGRAM ELECTRICAL SCHEDULES a �.:rl l% 8M ZUUP/ 11Energy- PROPERTY PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON h1 RINK 1120 Lincoln Street, Suite 1200. Denver. CO 80203 www.swansoncink.com 303.832.2666 O n I--- _InMC n-- Liu m 0 P____, rE O 111 Q -O W41 X11'/ --_I 0 1��DU Up 0 [11 ISI (_ ) —1 Uww BUILDING NUMBER: XXXXXXX CONTACT: SRI ISSUED FOR; BID NO CONSTRUCTION DRAWING SET DATE: 08-31-11 PROJECT NUMBER. 11-165.49 CAD DWG FILE:16546_G-011.DWG PRODUCED: 14 RENEWED: SB z 0 u) w 1 09-30-11 PERMIT ISSUE S4EET TITLE: DRAWING INDEX SHEET NUMBER: G-01 1 1 2 3 09-22-11 ADDENDUM #1 09-30-11 PERMIT ISSUE 10-26-11 ADDENDUM #2 GENERAL NOTES L ALL PERMIT, LICENSE AND OTHER ASSOCIATED FEES/COSTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB -CONTRACTORS. 2. ALL PERMITS, INSPECTIONS AND APPROVALS SHALL BE OBTAINED BY THE GENERAL CONTRACTOR ALL INSTALLATIONS SHALL COMPLY WITH ALL LOCAL AND NATIONAL. CODES, WHETHER ENFORCEABLE OR NOT. 3. THE GENERAL CONTRACTOR SHALL MAINTAIN INSURANCE TO PROVIDE ADEQUATE PROTECTION FROM CLAIMS UNDER WORKMEN'S COMPENSATION, PERSONAL INJURY OR DEATH WHICH MAY ARISE FROM CONSTRUCTION OPERATIONS UNDER THE AUSPICES OF THESE DOCUMENTS. WHEN INDICATED BY THE OWNER, THE GENERAL CONTRACTOR SHALL MAINTAIN BUILDERS RISK INSURANCE COVERING ALL PROJECTS UNDER CONSTRUCTION BY THE FIRM. 4. VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING SPACE CONDITIONS BEFORE STARTING WORK, AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 5. THE GENERAL CONTRACTOR SHALL COORDINATE THE DOCUMENTS AND SPECIFICATIONS AND PROVIDE ALL ITEMS AND CONSTRUCTION 45 NOTED IN ORDER TO CONSTRUCT AN ENTIRE FUNCTIONAL SYSTEM. IF AN ITEM/DETAIL/MATERIAL APPEARS IN AT LEAST ONE AREA OF THE DOCUMENTATION/SPECIFICATIONS IT IS THE RESPONSIBILITY OF f -4E CONTRACTOR TO PROVIDE A COST OR NOTIFY THE ARCHITECT FOR CLARIFICATION IF NEEDED. ANY DISCREPANCY NOT CLARIFIED BY THE CONTRACTOR MUST BE ACCOUNTED FOR IN THE PRICING AS NO CHANGE ORDER WILL BE APPROVED FOR PROVIDING THE ITEM/DETAIL/MATERIAL REGARDLESS OF WHERE IT APPEARS IN THE DOCUMENTATION. 6. INTERIOR DIMENSIONS ARE TO FACE OF STUD AND FACE OF MASONRY UNLESS CLEARLY SHOWN TO BE TO THE FINISHED FACE. DIMENSIONS FROM EXISTING ELEMENTS ARE TAKEN FROM FINISHED FACE TO STUD OR FACE OF MASONRY. OVERALL DIMENSIONS ARE FROM OUTSIDE FACE TO OUTSIDE FACE OF FOUNDATION AND CENTER TO CENTER OF STRUCTURAL GRID. 1. INSTALL ALL SIGNAGE AND/OR FIRE EXTINGUISHERS REQUIRED FOR FIRE DEPARTMENT REQUIREMENTS (TYPICAL). CONTRACTOR TO PROVIDED ALL SIGNAGE REQUIRED AND OBTAIN ALL REQUIRED FIRE EXTINGUISHERS FROM OWNER 8- DO NOT SCALE DRAWINGS. 9. THESE PLANS REPRESENT WONG STRAUCH ARCHITECTS BEST INTERPRETATION OF THE AMERICAN'S WITH DISABILITIES ACT (ADA) AND LOCAL CODE INTERPRETATIONS. THE CONTRACTOR TO VERIFY AND CONSTRUCT THE PROJECT IN ACCORDANCE WITH THESE PLANS AND THE ADA AND TO INFORM THE ARCHITECT OF ANY DISCREPANCIES OF THE PLANS WITH THE ADA OR CODE. 10. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW AND IN COMPLIANCE WITH THESE DOCUMENTS AND SPECIFICATIONS AND THE LOCAL CODES, ASTM AND ANSI STANDARDS. 11. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE TENANT AND THE TENANTS VENDORS, INCLUDING TELEPHONE, DATA PROCESSING, SECURITY AND AUDIOVISUAL SYSTEMS. INCLUDES ARE SCHEDULING AND PROVIDING ACCESS TO THE SPACE. 12. NO SUBSTITUTIONS OR CHANGES TO THE DOCUMENTS OR SPECIFICATIONS SHALL BE PERMITTED WITHOUT APPROVAL FROM THE ARCHITECT. SUBMIT REQUEST FOR SUBSTITUTION DURING THE BIDDING PHASE ONE WEEK PRIOR TO BID DATE. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND CONSULTATION WITH THE BUILDING OWNER AND THEIR REPRESENTATIVES. THE BUILDING'S RULES AND REGULATIONS, OBTAINED FROM THE BUILDINGS OWNER, MUST BE FOLLOWED IN ALL ASPECTS (DELIVERIES, NOISE, CONSTRUCTION TIMES, DISPOSAL OF WASTE, ACCESS, ETC.). THE CONTRACTOR MUST MAINTAIN THE JOB SITE IN ACCORDANCE OF THESE RULES AND REGULATIONS DURING CONSTRUCTION AND PROVIDE A FINAL CLEANING INCLUDING, BUT NOT LIMITED TO: VACUUMING FLOORING, MOP HARD SURFACES, CLEAN GLAZING, DUST AND WIPE CLEAN ALL WALL AND COUNTER SURFACES, SEAL ALL GROUT AND STONE/CERAMIC SURFACE 4 CLEAN ALL MECHANICAL AND ELECTRICAL DEVICES. 14. TI -4E GENERAL CONTRACTOR SHALL ENFORCE SPECIFIC AND UNCONDITIONAL WARRANTY/GUARANTEE ON ALL WORKMANSHIP, EQUIPMENT, FIXTURES AND ASSEMBLIES SUBJECT TO NORMAL USE AND MAINTENANCE FOR A PERIOD NOT TO EXCEED ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. SAID WARRANTY SHALL NOT BE EXCLUSIVE OF IMPLIED OR SPECIFIC WARRANTIES ENFORCED BY MANUFACTURERS AND/OR SUPPLIERS OF THE EQUIPMENT, ASSEMBLIES OR FIXTURES. CODE ANALYSIS NOTES BUILDING CODE CLASSIFICATION INFORMATION: BUILDING CONSTRUCTION TYPE: 11-B BUILDING 15 NOT SPRINKLERED AREAS OF OCCUPANCY FOR NEIN BLDG. OCCUPANCY TYPE: 5-1 (NON -HABITABLE) AREA OF NEW CONSTRUCTION: 5,000 5.F. OCC' y, J e a APPLICABLE CODES. STANDARDS 4 REGULATIONS: 2009 International Building Gode 2009 International Mechanical Code 2009 International Plumbing Code 2008 National Electric Code 2009 International Fire Code 2009 International Energy Conservation Code 2005 IGC/ANSI A111.1 PROJECT NARR4TIVE: A NEW STORAGE BUILDING OF APPROXIMATELY 3,000 SQUARE FEET IS TO BE ADDED ON THE SITE APPROXIMATELY 1511-0" PLAN SOUTH OF AN EXISTING WAREHOUSE BUILDING OF APPROXIMATELY 1260 SQUARE FEET. THE EXISTING BUILDING 15 ASSUMED TO BE TYPE V -B CONSTRUCTION WITH A MIXED OCCUPANCY OF TYPE B (OFFICE) AND TYPE 5I (WAREHOUSE). THE NEW STORAGE BUILDING WILL INCLUDE A ONE-STORY TYPE II -B CONSTRUCTION AS DEPICTED ON FLOOR PLAN 1/A101 THAT WILL HOUSE A NON-HABITAL 5-1 OCCUPANCY UTILIZED FOR STORAGE ONLY. REFER TO SITE PLAN 1/4100 FOR FURTHER DETAILS ON SITE LOCATION AND SITE RELATED IMPROVEMENTS • nt m sk • 131-10' 601-0" 3 151-4" 13140" Bl -6" 1 • 4> ./ • 101 1 • H • WI 'YP. STORAGE l mm T`'P. ti 5b/ :01 • I00 •1 ti 30'-0" d- 601.0' WI FLOOR PLAN 4\„„:1S)11SCALE: 1/4" • icon WI DRAWING GENERAL NOTES 1. INTERIOR STUD WALLS ARE NON LOAD BEARING, UNLESS NOTED OTHERWISE. CONSTRUCTION IS NOTED BY WALL TYPE ON PLAN. 2. DIMENSIONS RELATIVE TO WALLS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD DIMENSIONS. 3. FIELD VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS. NOTIFY ENGINEER/ARCHITECT OF DESCREPANCIES FOR CLARIFICATION. 4. GENERAL CONTRACTOR 15 RESPONSIBLE FOR LOCATING AND VERIFYING THE EXTENT OF EXISTING SITE CONDITIONS AND 15 RESPONSIBLE FOR ACCOMMODATING ANY SYSTEMS AFFECTED BY NEW WORK 50 THAT ALL CODE REQUIREMENTS ARE SATISFIED. FLOOR PLAN KEY NOTES WALL TYPE GENERAL NOTES: 1. ALL METAL STUDS TO BE 20 GA. MIN. 2. ALL WALL STUD SPACING TO BE 16" O.C. UN.O. WALL TYPES LEGEND: PRE -FABRICATED METAL SIDING ON 6" W'? STEEL GIRTS WITH MINIMUM R-16 ENCAPSULATED BATT WALL MOUNTED FACED FIBERGLASS INSULATION pOOR HARDWARE NOTES: 31-0" (W) X 11-0" (H) HOLLOW METAL DOOR WITH 2" KNOCK-DOUN METAL FRAME. DOOR HARDWARE TO MATCH EXISTING CONDITIONS AND OWNER'S HARDWARE STANDARDS. 12'-0" (W) X 16'-0" (I-1) INSULATED STEEL SECTIONAL OVERHEAD DOOR AND ACCESSORIES BASED ON SERIES MODEL • 591 THERMACORE INSULATED STEEL DOOR PER PRE -MANUFACTURER SPECIFICATIONS: I. PROVIDE HEAVY GRADE COMMERCIAL DOOR WITH 25,000 CYCLE OPERATION RATING. 2. PROVIDE KEYED LOCK WITH INTERLOCK SWITCH FOR AUTOMATIC OPERATION 3. PROVIDE STANDARD BOTTOM SEALS AND JAMB AND HEADER SEALS. 4. PROVIDE PNEUMATIC SENSING DEVICE AND PHOTOMETRIC SENSORS 5. PROVIDE OPERATOR CONTROL OF PUSH-BUTTON AND KEY OPERATED CONTROL STATIONS WITH OPEN, CLOSE AND STOP BUTTONS WITH OPERATION FROM BOTH INTERIOR AND EXTERIOR 6. PROVIDE SURFACE MOUNTED APPL ICATION.- FRAMING 4 CONCRETE FINISHE5: PROVIDE SEALED CONCRETE FINISH FLOOR PRE-ENGINEERED STRUCTURAL STEEL BENT FRAME PER PRE-ENGINEERED STRUCTURAL DU1G5 PRE-ENGINEERED STRUCTURAL STEEL PORTAL FRAME PER PRE-ENGINEERED STRUCTURAL DUJGS MISC 4 EXTERIOR FINISHES: 0 LINE OF EXTERIOR METAL SIDING LINE OF OVERHEAD DOOR ON SUPPORTING TRACK SYSTEM ABOVE 4'-0" x 4'-0" CONCRETE PAD AT EXTERIOR OF SERVICE DOOR ELECTRICAL PANELS - RE: ELECTRICAL ted) cam _ PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: WANSON �� RINKI 1; 10 IM.:om ;,,re, 50,;, aJ.r, D..n.... :4<:•a - o WONG STRAUCH AR CHIT E C T $ (303) 293-9206 FAR (303) 293-6207 smolt 6rmgrsorcN tec l Com 820 SANTA FE DRIVE Denver Colorado 80204 o 0) z z r - O Qo /y/ 5 Q CO W 0 r n CO LL Lij 000 L1J z LLOry Jw H- 0 Cn0L_ CC w O 0 LLl N X z LO BUILDING NUMBER: — CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAVANG SET DATE 08-31-11 WSA PROJECT NUMBER: 11014.00 CAD DWG FILE: PRODUCED: .EG REVIEWED: — to z 0 w cc SHEET TITLE: FLOOR PLAN SHEET NUMBER: A101 ▪ T.O. ROOF EL:121'-0" • T.O. ROOF EAVE EL:120'-1" T.O. OVHD. DOORS EL:116'-0" FIN. FLOOR EL:100'-0" t T.O. ROOF EL:121'-0" T.O. ROOF EAVE EL:120'-1" .FIN. FLOOR EL:100'-0" TYP. C2 01 / SCALE: 1/8° • 1'-011 2 SOUTH ELEVATION le, 4 WEST ELEVATION 4201 SCALE: 1/8" • 1'-0" TYP. 3, 1 1 a TY° P 4201 ROOF PLAN SCALE: 1/8" • P-0" T.O. ROOF EL:121'-0" T.O. ROOF EAVE EL:120'-1" AlTA. GVHD. DOORS EL:116'-0" •FIN. FLOOR EL:100'-0" TA. ROOF " EL:121'-0" AIL T.O. ROOF EAVE EL:120'-l" NORTH ELEVATION A201 SCALE: 1/8" • I'-0" .FIN. FLOOR EL:100'-0" ROOF PLAN KEY NOTES LINE OF ROOF EDGE • LINE OF ROOF RIDGE LINE OF WALL BELOW ROOF % STANDARD CORRIGATED METAL ROOF PANEL SYSTEM (TYP.) ROOF GUTTERS (TYP.) 6 ROOF DOWNSPOUT LOCATIONS (TYP.) EAST ELEVATION SCALE: 1/8" • I'-0" ELEVATIONS KEY NOTES (rX=XGX0XX—XsXPX-XX—X—) PRE -FABRICATED METAL. SIDING STANDING SEAM METAL ROOF (TYP.) PRE -FABRICATED METAL ROLL -UP DOOR METAL FASCIA (TYP.) ROOF GUTTERS (TYP.) ROOF DOWNSPOUT LOCATIONS (TYP.) HOLLOW METAL DOOR PER PLAN CONCRETE SPLASH BLOCK WALL -MOUNTED LIGHT FIXTURE PER ELECTRICAL ELECTRICAL PANELS PER ELECTRICAL 12" X 12" EXTERIOR LOUVRE PER MECHANICAL EXTERIOR EXHAUST FAN PER MECHANICAL 2609 x,9!_°, Carer /2- • Z • Lock Gis%Aes 4G4rnJFzys ler Loa .LBe Se /00g Pe) )3g@gg Energy - PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: WANSON CrRINK I In tJ.•:Wn Snrrt 'noir 171:c D.,.- e ■ WONG STRAUCH AR CH I T E C T S (303) 293-9208 FAX (303) 293-8207 rma➢: 1➢mOnorchitectcam 820 SANTA FE DRIVE Denver Colorado 80204 v) 0 Cn Z 00iNo � Joo 5QCO aj CD 0r 000 W < (-) _ z U ODW I-0-1 �(nULI- W >- 0 U W N X Z CO BUILDING NUMBER: — CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 WSA PROJECT NUMBER: 11014.00 CAD DWG FILE: PRODUCED: JEG REVIEWED: (1) z 0 5 ccw 1 2 3 09-22-11 ADDENDUM #1 09-30-11 PERMIT ISSUE 10-26-11 ADDENDUM #2 SHEET 1111.E. BLDG ELEVATIONS & ROOF PLAN SHEET NUMBER: A201 0 •FIN. FLOOR EL:100'-0" TA. ROOF " EL:121'-0" AIL T.O. ROOF EAVE EL:120'-l" NORTH ELEVATION A201 SCALE: 1/8" • I'-0" .FIN. FLOOR EL:100'-0" ROOF PLAN KEY NOTES LINE OF ROOF EDGE • LINE OF ROOF RIDGE LINE OF WALL BELOW ROOF % STANDARD CORRIGATED METAL ROOF PANEL SYSTEM (TYP.) ROOF GUTTERS (TYP.) 6 ROOF DOWNSPOUT LOCATIONS (TYP.) EAST ELEVATION SCALE: 1/8" • I'-0" ELEVATIONS KEY NOTES (rX=XGX0XX—XsXPX-XX—X—) PRE -FABRICATED METAL. SIDING STANDING SEAM METAL ROOF (TYP.) PRE -FABRICATED METAL ROLL -UP DOOR METAL FASCIA (TYP.) ROOF GUTTERS (TYP.) ROOF DOWNSPOUT LOCATIONS (TYP.) HOLLOW METAL DOOR PER PLAN CONCRETE SPLASH BLOCK WALL -MOUNTED LIGHT FIXTURE PER ELECTRICAL ELECTRICAL PANELS PER ELECTRICAL 12" X 12" EXTERIOR LOUVRE PER MECHANICAL EXTERIOR EXHAUST FAN PER MECHANICAL 2609 x,9!_°, Carer /2- • Z • Lock Gis%Aes 4G4rnJFzys ler Loa .LBe Se /00g Pe) )3g@gg Energy - PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: WANSON CrRINK I In tJ.•:Wn Snrrt 'noir 171:c D.,.- e ■ WONG STRAUCH AR CH I T E C T S (303) 293-9208 FAX (303) 293-8207 rma➢: 1➢mOnorchitectcam 820 SANTA FE DRIVE Denver Colorado 80204 v) 0 Cn Z 00iNo � Joo 5QCO aj CD 0r 000 W < (-) _ z U ODW I-0-1 �(nULI- W >- 0 U W N X Z CO BUILDING NUMBER: — CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 WSA PROJECT NUMBER: 11014.00 CAD DWG FILE: PRODUCED: JEG REVIEWED: (1) z 0 5 ccw 1 2 3 09-22-11 ADDENDUM #1 09-30-11 PERMIT ISSUE 10-26-11 ADDENDUM #2 SHEET 1111.E. BLDG ELEVATIONS & ROOF PLAN SHEET NUMBER: A201 S' &ES/Energy- PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: WANSON `r RINKI 1 t2tl Lincoln Streu. Suite 1200, (Wive:, CO 60201 . ,.,. ',AA^n1,, ,. , COI. 303 h°.? 21Ft. U1 WONG STRAUCH ARCHITECTS (303) 293-9206 FAX (303) 293-6207 email: firrnOrsorchltect.com 620 SAN -A FE DRIVE Denver Colorado 80204 D.E. STRAUCH &808 (f) o zz� 0 o Ni n 0 �QCD / m 0 `- L� rY LJ O U >_ O Q U OO—I (n O U W N X X CO BUILDING NUMBER: - CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 WSA PROJECT NUMBER: 11014.00 CAD DWG FILE: PRODUCED: JEG RENEWED: - REVISIONS 1 2 09-22-11 ADDENDUM #1 09-30-11 PERMIT ISSUE SHEET TITLE: BLDG SECTIONS & WALL SECTIONS SHEET NUMBER: A301 T.O. ROOF N. EL:1211-0" TYP. 12 12 T.O. BENT FRAME HEEL EL:122'-011 T.O. OVHD. DOORS EL:116'-0" TYP. T.O. FIN. FLOOR EL:100'-0" ftp TYP. 44 ANS \SS {eO /2/ BLOC SECTION 4301 SCALE: 1/8" = 1'-0" TYP. TYP. 4 T.O. FIN. FLOOR EL:100'-0" \‘'/\ \ .4t/ 7,/ hc* \/\\/ ,� /,*/\/\\/\\/\\\/\\\, SECTION DETAIL 43, SCALE: 3/4" = I'-0" O � T.O. BENT FRAME HEEL `EL:1221-0" T.O. 014H1). DOORS EL:116'-0" T.O. FIN. FLOOR EL:100'-0'I • e'• .4,5TA. ROOF EL:12T-0" T.O. BENT FRAME HEEL EL:122'-0" T.O. OVHD. DOORS EL:116'-0" FIN. FLOOR EL:100'-0" 12 1 1 .. �vv' \ "•FA 4ziL�••tlJ1 YLyYSLJOYn.? flCW'.. r 2 TYP. TYP. CIVLwz_�IUV_✓(.1lY Y .:C'L': iwY. �/9.:F'.4.w WaV 4'R.�lJ:9Yl7.1Y�lr+l-•Mt•9' 19 I „Iv. G • r I {SAOd 'YP. 'IF. TIP. BLDG SECTION 4301 SCALE: I/8" = 1'-0" TYP. TYP. 1 "! ' \//// '7 //. , %\\�\\//\\j\ //\/\/\//� \/\/ , /\ 5 WALL SECTION 1. S') / TYPAIL_. T.O. FIN. FLOOR I EL:I00'-0ll t.T.O. BENT FRAME HEEL EL:122'-0" T.O. ROOF EL:121'-0" T.O. BENT FRAME HEEL EL:122'-0" TYP. TYP. O TYP. T.O. OVHD. DOORS \EL:116'-0" SCALE: 1/2" = 11-0" ,43 <44,<, \//AA WALL SECTION A301 SCALE: 1/2" = 11-011 T.O. FIN. FLOO EL:100'-O" (3,30) SCALE: 1/2" = 1'-0" ire T \ //<,47/ \// ///1/1.\ /; \ , iyAiH› \ .‘ ,/,7\,/,,,x."- , \/\/›..,,A , , 3. WALL SECTION SECTION DTLS KEY NOTES 4). O 4)• PRE -FABRICATED METAL SIDING STANDING SEAM METAL ROOF (TYP.) PRE -FABRICATED METAL ROLL -UP DOOR METAL FASCIA (TYP.) ROOF GUTTERS (TYP.) ROOF DOWNSPOUT 4 SPLASH BLOCK LOCATIONS (TYP.) HOLLOW METAL DOOR PER PLAN WALL MOUNTED ENCAPSULATED BATT R-16 (MIN.) FACED WALL INSULATION CEILING MOUNTED ENCAPSULATED BATT R-19 (MIN.) FACED FIBERGLASS INSULATION ROOF STEEL PURLINS PRE -FABRICATED SENT FRAME STRUCTURE PRE -FABRICATED PORTAL FRAME STRUCTURE LINE OF INTERIOR CEILING CHANGE CONCRETE SLAB FOUNDATION PER STRUCTURAL WALL STRUCTURAL STEEL GIRTS PER PRE-ENGINEERED STRUCTURE MANUF. FINISH GRADE PER CIVIL SLOPED CONCRETE APRON PER CIVIL SUPPORTING FRAME FOR PRE -FABRICATED METAL ROLL -UP BAY GARAGE DOOR PER PRE-ENGINEERED DWIGS. STRUCTURAL HEADER OVER GARAGE BAY DOOR OPENING PER PRE-ENGINEERED DWGS BASE FLASHING AT UNDERSIDE OF PRE -FABRICATED SIDING - PROVIDE AS DIRECTED AND RECOMMENDED BY MANUFACTURER FOUNDATION WALL DAMP -PROOFING: PROVIDE COLD -APPLIED, EMLSIFIED-ASPHALT DAMP -PROOFING AS SPECIFIED BY THE MANUFACTURE THAT INCLUDE THE FOLLOWING: 1. TROWEL COATS INCLUDE ASTM D 1221, TYPE 11, CLASS I 2. FIBER BRUSH AND SPRAY COATS: ASTM D 1221, TYPE II, CLASS I. 3. BRUSH AND SPRAY COATS: ASTM D 1221, TYPE III, CLASS I 4. VOC CONTENT: 0.25 LB/GAL OR LESS SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK, BUT ARE NOT LIMITED TO, THE FOLLOWING: CHEM -MASTERS CORP DEGUSSA BUILDING SYSTEMS± SONNEBORN BRAND PRODUCTS GARDNER GIBSON, INC. HENRY COMPANY KARNAK CORPORATION KOPPERS INC. MALARKEY ROOFING PRODUCTS MEADOWS, W.R. INC. TAMMS INDUSTRIES, INC. BASE FOUNDATION THERMAL INSULATION BOARD: - PROVIDE AS DIRECTED AND RECOMMENDED BY MANUFACTURERS PER AVAILABLE COMPANIES AS LISTED BELOW: DIVERSI-FOAM PRODUCTS DOW CHEMICAL COMPANY OWENS CORNING PACTIV BUILDING PRODUCTS DIVISION LINE OF FOUNDATION UNDER COLUMN BEYOND 811 DEEP VOID FORM AS SPECIFIED PER STRUCTURAL STEEL SCREW PILES PER STRUCTURAL TYPICAL 1/2" EXPANSION JOINT AT FOUNDATION WALL AND CONCRETE SLAB CONCRETE SLAB PER STRUCTURAL COMPACTED SOILS BASE UNDER CONCRETE SLAB PER SOILS REPORT LINE OF CONCRETE ENCASED TENSION TIE PER STRUCTURAL BEYOND TOP BAR SPL/CE SCHEDULE LENGTH IN INCHES fc' BAR SIZE /3 /4 /5 16 /7 18 /9 /10 /11 3000 psi CLASS A 22 29 36 43 63 72 81 91 101 CLASS B 28 37 47 56 81 93 105 118 131 4,000 psi CLASS A 19 25 31 37 54 62 70 79 87 CLASS B 24 33 41 49 71 81 91 102 113 5,000 psi CLASS A 17 23 28 34 49 56 63 70 78 CLASS B 22 29 36 43 63 72 81 92 102 APPLIES TO TOP BARS /V BEAMS, JO/STS, SLABS THICKER THAN 14" AND HORIZONTAL WALL REINFORCING' BOTTOM BAR SPLICE SCHEDULE LENGTH IN INCHES fc' BAR SIZE 13 /4 /5 /6 /7 /8 /9 /10 /11 3000 psi CLASS A 17 22 28 33 48 55 62 70 78 CLASS B 22 29 36 43 63 72 81 91 101 4,000 psi CLASS A 15 19 24 29 42 48 54 61 67 CLASS B 19 25 31 37 54 62 70 79 87 5,000 psi CLASS A 13 17 22 26 38 43 48 54 60 CLASS B 17 23 28 34 49 56 63 70 78 APPLIES TO BOTTOM BARS IN BEAMS, JOISTS, AND SLABS. ALSO APPL/ES TO TOP BARS IN SLABS 14" OR LESS IN DEPTH AS WELL AS VER77CAL WALL REINFORCING. NOTES. 1. ALL SPLICES TO BE CLASS 8 UNLESS OTHERWISE NOTED. 2 USE SMALLER LAP LENGTH WHERE BARS OF DIFFERENT SIZES ARE LAPPED. 3. BARS TO BE WIRED TOGETHER A T SPL/CES 4. SPL/CES OF BUNDLED BARS: A. STAGGER INDIVIDUAL BAR SPLICES IN THE BUNDLE. B. /N 3 BAR BUNDLES INCREASE LAP LENGTH 203 C. IN 4 BAR BUNDLES INCREASE LAP LENGTH 33X 5 WHERE LAP LENGTHS ARE SPECIFICALLY DETA/LED ON DRAWINGS, THE DETA/LED LENGTH SHALL GOVERN. 6. WHERE DETAIL REQUIRES EMBEDMENT INTO CONCRETE OF Id, (DEVELOPMENT LENGTH), PROVIDE CLASS A LENGTH. FREE EDGE TRANSVERSE REINFORCEMENT CLEAR COVER TO LONGITUDINAL RE/NF., RE: GENERAL NOTES FOR REQUIREMENTS LONGITUDINAL REINFORCEMENT ADJUSTMENT FACTORS TO TABULATED LENGTHS: 1. LENGTHS TABULATED APPLY FOR Fy = 60,000 psi, FOR OTHER YIELD STRENGTHS, MUL 77PL Y LENGTHS BY Fy/60, 000. 2 TABULATED LENGTHS ASSUME: A. CLEAR COVER /S GREATER THAN 8AR DIAMETER. B. CLEAR SPAC/NG BETWEEN BARS /S GREATER THAN 2 BAR DIAMETERS C. INE TRANSVERSE REINFORCEMENT INDEX /S ZERO, LENGTHS MAY BE DECREASED IF TRANSVERSE REINFORCEMENT IS PROVIDED. D. /F A OR B /S NOT MET, INCREASE LENGTHS BY 50X 1" OR ld ANN. r LAP SPL/CE LENGT7� SEE SCHEDULES CLEAR SPAC/NG 7%p"OR2d WALL AND SLAB SPL/CE DETAIL b 22 LAP SPL/CE LENGTH, SEE TOP BAR SCHEDULE LAP AT M/DSPAN U.N.O. Z 22 TOP RE/NF. 5OTT. RE/NF. LAP SPLICE LENGTH, SEE BOTTOM 8AR SCHEDULE, CEN IFR ON SUPPORT U.N.O. a 22 BEAM SPLICE DETAIL TYPICAL REINFORCED CONCRETE MEMBER (SECT/ON TYP/CAL REINFORCING BAR - LAP SPLICE/DEVELOPMENT LENGTH SCHEDULE A 6 e • o • C. P/LE BRACKET & BEARING PLATE BY SCREW PILE SUPPLIER (MOTH OF BEAR/NG PLATE NOT TO EXCEED W10771 OF GRADE BEAM MINUS 4"). PILASTER SCREW PILE SCHEDULE MARK MINIMUM ALLOWABLE SCREW PILE CAPAC/TY TOP OF PILE ELEVA T/ON S.P. 1 60.0' 9r-8 S.P. 2 40.04. 97'--8 A ALL NOT 4000 NW 6.5 - 1. SCREW PILES TO BE STEEL ROUND SHAFT SEC17ONS (M/N. YIELD STRESS Fy = 60 ksi), WITH HEL/CAL PLA TES CONFORM/NG SEC770N 1810 OF 771E 2009 /BC. ALL MATERIALS TO HAVE AN EFFECTIVE CORROSION RESISTANT CDA ]TNG 2 PILES SHALL BE INSTALLED BY A CERTIFIED CONTRACTOR 0710 SHALL SUBMIT SHOP ORA WINGS W177-/ CALCULATIONS SEALED BY A PROFESSIONAL ENG/NEER L/CENSED /N COLORADO. 3. AT LEAST ONE SCREW PILE SHALL BE LOAD TESTED TO CONFIRM THE SITE SUITABILITY AND CAPAC/TY REQUIRED. 4. STEEL SCREW P/LES TO HAVE AN ASSOC/A TED EVAL UA T/ON SERVICE REPORT BY /CC OR /CBO. 1 6 -spinet/ 5-4,l/ "Celli/ ver/. ,,./e iyrl/ // r%en. ,P�v/Q'e /ere Alf At-o//n-7 /a vec-4cn i . y scfeat/ HPILE SHAFT TO BE S/ZED TO MEET REOU/RED CAPAC/TY (SEE PILE SCHEDULE) HEL/CAL PLA TE OUAN77TY AND DIAMETER AS REQUIRED TO MEET CAPACITY (PER SCREW P/LE SUPPLIER) £L. OF NON-ACTIVE MO/S77JR£ ZONE = 85=01-, FOR B/D PURPOSES ONLY HEL/X SECTIONS SHALL BEAR /N STABLE SO/LS (NON-ACTIVE MOISTURE ZONE) AS APPROVED BY GEOTECHN/CAL ENG/NEER. TYPICAL SCREW P/LE DETA/L 34" = -0" 20=0 MINIMUM LENGTH 3" 1-111_I1_I�I 4 ";1 -1u -1I-11: 11 PREFORMED METAL KEY KEYED CONSTRUCT7ON JOINT 3" • i X11 X111-11: %a" SAWED CUT OR HARDBOARD INSERT (FILL WITH SEALANT) A • 11-7 11=111=11 : X111=11: j 1=1�11-=11(='11: SAWED CONTROL JOINT %p" EXPANSION JO/NT MATER/AL -111_ II- .1 /SOLA 170N JO/NT SLAB ON GRADE JOINT DETA/LS NOTES: 1. PROTIDE KEYED CONSTRUCT/ON JOINT OR SAWED CONTROL JOINT, TYPE AT CONTRACTORS OPT/ON. SAWED JOINTS SHALL BE COMPLETED WITHIN 18 HOURS OF POUR. 2 JOINT LOCA77ONS ARE SHOWN ON PLAN. MAX/MUM SPACING = 15 FT. UNLESS OTHERWISE SHOWN. THICKEN SLAB TO 8" AT BLOCKOUT //'s-- =• o /4x 4 024" A T M/D-DEPTH OF SLAB /4x ;b ► MID SLAB AT RE-ENTRANT CeRNERS. STEEL TROWEL FINISH TOP OF GRADE BEAM & 2 LAYERS 90/ FELT THRESHOLD EFER TO PLANS Fe S/ZE AND LOCA710N) COORDINATE WITH ARCH. DRAWINGS TOP OF GRADE BEAM OR FOUNDA 170N WALL. TYPICAL DETAIL AT DOOR THRESHOLDS TOP BAR SPL/CE SCHEDULE 4 • Lt1Q1 4 a i d a 4 4 4 .17 4 4 4 4 a a 4 DOUBLE CURTAIN REINFORCEMENT TOP BAR SPLICE SCHEDULE 4 d h CO W h A a a 4 4 04 J 4 C a SINGLE CURTA/N REINFORCEMENT TYP/CAL CORNER DETAILS NOTES: 1. ALL 90' BENDS AS SHOWN UNLESS O1HERlMSE INDICATED ON DES/GN DRAWINGS. 2 VERTICAL BARS SHOWN AT HOOKS ONLY GENERAL NOTES 1 DES/GN CODES: A. INTERNATIONAL BUILD/NG CODE (IBC 2009). B. REFERENCE IBC CHAPTER 35 FOR ADDITIONAL CODES USED /N DES/GN (ASCE/SE/ 7-05, A/SC ED/770N, AC/ 318-05, ETC.) 2 DES/GN LOADS: A. ROOF: 1. M/N/MUM ROOF LOAD 2 SNOW LOAD: a) GROUND SNOW LOAD b) ROOF SNOW LOAD c) EXPOSURE e = 1. d) IMPORTANCE 40 psi e) /5 = 1.0 1.) OCCUPANCY CATEGORY // THERMAL CT = 1.0 B. WIND: 1. BASIC WIND SPEED (3 SECOND GUST) 90 mph. 2 EXPOSURE C 3. IMPORTANCE FACTOR /W = 1.0 a) OCCUPANCY CATEGORY // 20 psf. 4. COMPONENTS AND CLADDING MINIMUM C. SE/SM/C: 1. SPECTRAL RESPONSE ACCELERATIONS:: SS = 0.333 51 = 0.0724 2 SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.267 SD1 = 0.082 3. IMPORTANCE FACTOR /5 = 1.0 a) OCCUPANCY CATEGORY // 4. SITE CLASS C. 5. DES/GN CA TEGORY B. 6. BASIC FORCE RES/S17NG SYSIFM H (ASCE 7-05, TABLE 1221) 7 RESPONSE COEFFICIENT CS = 0.089 8. RESPONSE MOD/FICA 170N FACTOR R = 100 9. ANALYSIS PROCEDURE USED SIMPLIFIED PER 1617.5. 3. CONCRETE: A. ALL CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BU/LD/NGS, AC/ 301, AND BU/LD/NG CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AC/ 318. B. CONCRETE MIX DESIGNS: 13th TYPE USE STRENGTH (1) CONC. TYPE (2) CEMENT CONTENT (3) W/C RA770 (4) SLUMP (5) ADMIX- TURES (6) MAX. AGGR. SIZE A/R (7) A ALL NOT 4000 NW 6.5 - 3-5 - .75" 4-8 OTHERWISE SPECIFIED B INTER/OR 4000 NW 6.0 - 3-5 FR 1.5 .75" 1-3 FLA TWORK WRA C EXTERIOR 4000 NW - 0.45 3-5 FR 1.5 .75" 4-8 FLA TWORK WRA 1. 28 -DAY COMPRESS/VE STRENGTH, PSI. 2 NORMAL WEIGHT STONE AGGREGATE (NW) OR SANDED LIGHTWEIGHT AGGREGATE (LW) AS INDICATED. 3. MINIMUM SACKS PER CUBIC YARD WITHOUT WATER REDUCING ADMIXTURE. SUBTRACT 0.5 SACK WITH WATER REDUCING ADMIXTURE. FLY ASH MAX/MUM 20% CEMENT/T/OUS MATERIAL. USE TYPE 11 CEMENT, WHERE CONCRETE /S EXPOSED TO EARTH. 4. MINIMUM WA HER/CEMENT RA 770 PER ACI. 5. RANGE /N INCHES. 6. FR 1.5 POUNDS PER CUBIC YARD OF POLYPROPYLENE FIBERS /N SLABS ON GRADE. WRA = WATER REDUC/NG ADMIXTURES. 7 TOTAL A/R CONTENT, PERCENTAGE RANGE. C. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60, ASTM A615, WITH 60,000 psi M/N/MUM YIELD PO/NT EXCEPT a. COLUMN 778 AND BEAM STIRRUPS GRADE 40 b. FIELD -BENT BARS GRADE 40 c. FIELD -WELDED BARS GRADE 40 OR GRADE 60 ASIA/ A706 D. REINFORCEMENT PROTEC770N: 1. CONCRETE POURED AGA/NST EARTH 3" 2 CONCRETE POURED /N FORMS BUT EXPOSED TO WEATHER OR EARTH- °. /F BARS ARE LARGER THAN No. 5 2" b. /F BARS ARE No. 5 OR SMALLER 11/2" 3. SLABS AND WALLS . . . . . . . . . . J/4" E. ALL BAR LENGTHS ARE DRAWN TO SCALE UNLESS NOTED. NO SPL/CES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AS AUTHOR/ZED BY ANDERSON & HASTINGS. LAP SPL/CES, WHERE PERM/TIED, SHALL 8E A MINIMUM OF 48 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. CONTINUOUS TOP AND BOTTOM BARS /N WALLS, BEAMS AND GRADE BEAMS SHALL BE SPL/CED AS FOLLOWS; TOP BARS AT M/DSPAN, AND BOTTOM BARS OVER SUPPORTS. G. DETA/L BARS IN ACCORDANCE WITH AC/ DETAILING MANUAL ANO AC/ BU/LD/NG CODE REQUIREMENT FOR REINFORCED CONCRETE H. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POS/TIONS SHOWN ON 7HE PLANS. ✓. ALL REINFORCING SHALL BE ACCURA 1EL Y PLACED AND ADEQUA TEL Y SUPPORTED PR/OR TO CONCRETE PLACEMENT (NO WETSTABB/NG) PER /BC SEC170N 19075. K. PLACE 2 -No. 5 (1 EACH FACE) WITH 2=0 PROJECTION AROUND ALL OPEN/NGS /N CONCRETE. L. SLABS AND GRADE BEAMS SHALL NOT HAVE JOINTS /N A HORIZONTAL PLANE. ANY STOP /N CONCRETE WORK MUST BE MADE A T CENTER OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETA/LED OR AS APPROVED BY ANDERSON & HAS77NGS. M. NO WELD/NG OF REINFORCING SHALL BE PERMITTED UNLESS SPEC/F/CALL Y DETAILED OR APPROVED BY ANDERSON AND HASI7NGS. 4. FOUNDATIONS; DES/GN OF SCREW P/LES BASED ON REPORT NO. 1112268 BY HEPWORTH-PAWtAK GEOTECHNICAL, INC., DATED AUGUST 29, 2011. A. AT LEAST ONE SCREW P/LE SHALL BE LOAD TESTED TO CONFIRM THE S/TF SUITABILITY AND CAPAC/TY REQUIRED. 1. PILE LOAD TESTS SHALL BE PERFORMED UNDER SUPERVIS/ON OF A REGISTERED PROFESSIONAL ENG/NEER. A SUMMARY REPORT OF THE SCREW P/LE ADEQUACY TO SUPPORT THE DES/GN LOADS SHALL BE PROVIDED. B. P/LES SHALL BE INSTALLED BY A CER1TFIED CONTRACTOR 1110 SHALL SUBMIT SHOP DRAWINGS WITH CALCULA 770NS SEALED BY A PROFESSIONAL ENG/NEER LICENSED /N COLORADO. 5. NOTIFY ARCHITECT AND ANDERSON & HASTINGS IMMEDIATELY /F CONDITIONS NOT COVERED BY THESE DRAWINGS ARE EXPOSED DURING CONSTRUCTION. 6. SUBS77711170NS.• ALL SUBS77T1/17ONS FOR SPECIFIED PRODUCTS MUST BE SUBMITTED /N WR/TING TO THE ARCHITECT AND ANDERSON & HAST/NGSAPPROVAL IS REQUIRED FOR ALL SUBS77TUT/ONS. 7 OSHA STANDARDS: A. THE S7RUCTURE /S DESIGNED TO PERFORM Wl7H ALL PERMANENT ELEMENTS /N PLACE PER /BC CODE AND CORRESPOND/NG STRUCTURAL REQUIREMENTS UPON COMPLETION OF CONSTRUC770N. THE STRUCTURAL DRAWINGS DO NOT EL/AI/NATE THE NEED FOR THE CONTRACTOR TO COMPLY 07771 ALL OSHA REQUIREMENTS. B. THE STRUCTURAL DRAWINGS REPRESENT F/NAL CONSTRUC770N CONDI 17ONS ONL Y. WTIERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT 0717/ OSHA, THE CONTRACTOR SHALL SUPPL Y ALL ERECT/ON FRAM/NG AS REQUIRED TO MEET OSHA COMPLIANCE. 8. 'j DEFERRED SUBMITTALS: I A. PORTIONS OF THE STRUCTURAL DES/GN ARE NOT SUBMITTED AT THE TIME OF PERMIT APPL/CA170N. THE FOLLOWING DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILD/NG DEPARTMENT BY THE CONTRACTOR AS THEY ARE RECEIVED AND REVIEWED. 1. PRE -MANUFACTURED METAL BU/LD/NGS 2. SCREW PILES PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON `e1 RINK 1120 Lincoln Street. Suite 1200, Denver. CO 80203 www.swonsonrink,coin 303.832.2666 ■ WONG STRAUCH • a s■ 1 r i s s s (303) 293-9206 FAX (303) 293-8207 an1aN: Fmmo.barNaecl.cam 820 SANTA FE DRIVE Denver Colorado 80204 Anderson & Hastings Consultants Inc. 12596 11. Bayaud Ave., Suite 350 Lakewood, Colorado 8022B (303)433-84u • FAX (303$33-61oe STAMP: U9 CD CD 0 - V) LJ00 000 W Q ~ U LL npv O w L_ w5C� U W N Xco BUILDING NUMBER: - CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 WSA PROJECT NUMBER: 11014.00 CAD DWG FILE: 11-1491 PRODUCED: MAF REVIEWED: SEB REVISIONS 1 09.22.11 ADDENDUM #1 2 09.30.11 PERMIT ISSUE 3 10.26.11 ADDENDUM #2 SHEET TITLE STRUCTURAL GENERAL NOTES & TYPICAL DETAILS SHEET NUMBER: 5001 1 09.22.11 ADDENDUM #1 2 09.30.11 PERMIT ISSUE SECTION 133419 - METAL BUILD/NG SYSTEMS SPECIFICATIONS PART 7 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES.. 1. STRUCTURAL -STEEL FRAMING. 1.2 AC770N SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF METAL BUILDING SYSTEM COMPONENT B. SHOP DRAWINGS.: FOR METAL BU/LD/NG SYSTEM COMPONENTS INCLUDE PLANS, ELEVA 170N5,, SECTIONS, DETA/LS, AND ATTACHMENTS TO OTHER WORK. C. SAMPLES: FOR EACH TYPE OF EXPOSED RN/SH REQUIRED. D. DELEGA TED -DESIGN SUBMITTAL: FOR METAL BU/LD/NG SYSTEMS IND/CA TED TO COMPLY W/771 PERFORMANCE REQU/REMENTS AND DESIGN CR/IFR/A, INCLUDING ANALYSIS DATA AND CAL CULA 170N5 SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENG/NEER RESPONSIBLE FOR THEIR PREPARA 770N. 1.3 /NFORMA 77ONAL SUBMITTALS A. WELD/NG CER 17F/CA TES B. METAL BU/LD/NG SYSTEM CER77F/CA TES: FOR EACH TYPE OF METAL BUILD/NG SYSTEM, FROM MANUFACTURER. 1. LETTER OF DES/GN CER 77F/CA770N: SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENG/NEER. INCLUDE 771E FOLLOWING: a. NAME AND L OCA 770t OF PROJECT b. ORDER NUMBER. c. NAME OF MANUFACTURER. d. NAME OF CONTRACTOR. e. BU/LD/NG DIMENSIONS INCLUDING WO 77-I LENGTH, HE/GH T, AND ROOF SLOPE f /ND/CA TE COMPL/ANCE 41171 A/SC STANDARDS FOR HOT -ROLLED STEEL AND A/5/ STANDARDS FOR COLD -ROLLED STEEL, INCLUDING ED/770N DA TES OF EACH STANDARD. GOVERN/NG BU/LD/NG CODE AND YEAR OF EDI 770N. DESIGN LOADS: INCLUDE DEAD LOAD, ROOF L/VE LOAD, COLLA TERAL LOADS, ROOF SNOW LOAD, DEFLEC170N, WIND LOADS/SPEEDS AND EXPOSURE, SEISMIC DES/GN CATEGORY OR EFFECT/VE PEAK VEL OC/TY-RELA IED ACCELERATION/PEAK ACCELERA T10N, AND AUXILIARY LOADS (CRANES). 1 LOAD COMB/NA 170N5: IND/CA IE THAT LOADS WERE APPLIED AC77NG S/MUL TANEOUSL Y 149171 CONCENTRATED LOADS, ACCORD/NG TO GOVERN/NG BU/LD/NG CODE BUILDING -USE CATEGORY /ND/CA 7E CATEGORY OF BU/LD/NG USE AND /15 EFFECT ON LOAD IMPORTANCE FACTORS. A/SC CER T/F7CA770N FOR CATEGORY MB: INCLUDE STA TEMENT THAT METAL BU/LD/NG SYSTEM AND COMPONENTS WERE DESIGNED AND PRODUCED /N AN A/SC-CER17F/ED FAC/L/TY BY AN A/SC-CERTIFIED MANUFACTURER. C. MA TER/AL TEST REPORTS. D. SOURCE QUAL/TY-CONTROL REPORTS. E FIELD QUAL/TY-CONTROL REPORTS. F. WARRANTIES.: SAMPLE OF SPEC/AL WARRAN77ES. 1.4 CLOSEOUT SUBM/TTA LS A. MAINTENANCE DATA. 7.5 QUAL/TY ASSURANCE A. MANUFACTURER QUALIFICATIONS: A QUAL/F/ED MANUFACTURER AND MEMBER OF MBMA. 1. A/SC CER 77F/CA770N FOR CATEGORY MB: AN A/SC-CER11F/ED MANUFACTURER THA T DESIGNS AND PRODUCES METAL BUILD/NG SYSTEMS ANO COMPONENTS /N AN A/SC-CER77F/ED FA CIL/TY 2. ENG/NEER/NG RESPONSIBILITY: PREPARATION OF SHOP DRAWINGS AND COMPREHENSIVE ENG/NEER/NG ANAL YS/S BY A QUALIFIED PROFESSIONAL ENG/NEER. 8. ERECTOR QUAL/F/CATIONS• AN EXPERIENCED ERECTOR WHO SPEC/AL/ZES IN ERECTING AND INSTALL/NG WORK SIM/LAR 1N MATER/AL, DESIGN, AND EXTENT TO THA T INDICA TED FOR THIS PROJECT AND WHO /S ACCEPTABLE TO MANUFACTURER. C. WELDING QUAL/FTCA77ONS• QUAL/FY PROCEDURES AND PERSONNEL ACCORD/NG TO THE FOLLOWING: 1. AWS 01.1/07.1A1, "STRUCTURAL WELD/NG CODE - STEEL." 2. AWS D7.3, "STRUCTURAL WELDING CODE - SHEET STEEL." D. STRUCTURAL STEEL: COMPLY 19771 A/SC 360, "SPEC/F1CA770N FOR STRUCTURAL STEEL BU/LD/NGS," FOR DES/GN REQUIREMENTS AND ALLOWABLE STRESSES E COLD -FORMED STEEL: COMPLY 09771 A/S/'5 "NORTH AMERICAN SPECIF7CA 770N FOR THE DES/GN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" FOR DES/GN REQUIREMENTS AND ALLOWABLE STRESSES. 1.6 WARRANTY A. SPEC/AL WARRANTY ON METAL PANEL FINISHES-- MANUFACTURERS STANDARD FORM /N WH/CH MANUFACTURER AGREES TO REPA/R F/N/SH OR REPLACE METAL PANELS 7HAT SHOW EVIDENCE OF DETER/ORA 170N OF FACTORY- APPLIED FINISHES WI THIN SPEC/FRED WARRANTY PER/OD. B. SPEC/AL WEA 7HERI7GHNESS WARRANTY FOR STANDING -SEAM METAL ROOF PANELS: MANUFACTURER'S STANDARD FORM /N WH/CH MANUFACTURER AGREES TO REPAIR OR REPLACE STANDING -SEAM METAL ROOF PANEL ASSEMBLIES 77 -/AT LEAK OR OTHERWISE FAIL TO REMA/N WEA 1HHER77GHT WITHIN SPEC/F/ED WARRANTY PER/OD. 9• h. 1 k. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. MANUFACTURERS: SUBJECT TO COMPL/ANCE W1771 REQUIREMENTS AVAILABLE MANUFACTURERS OFFER/NG PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. VP BU/LD/NGS: A UN/TED DOMINION COMPANY 22 METAL BU/LD/NG SYSTEM PERFORMANCE A. DELEGA IED DES/GN,• DES/GN METAL BU/LD/NG SYSTEM, INCLUDING COMPREHENSIVE ENG/NEER/NG ANAL YS/S BY A QUAL/F1ED PROFESSIONAL ENG/NEER, US/NG PERFORMANCE REQUIREMENTS AND DES/GN CR/TER/A /ND/CA IED. B. STRUCTURAL PERFORMANCE.. METAL BU/LD/NG SYSTEMS SHALL BE DESIGNED ACCORD/NG TO PROCEDURES IN MBMA S "METAL BU/LD/NG SYSTEMS MANUAL. " DES/GN LOADS: AS INDICATED ON DRAWINGS 1. DES/GN LOADS: AS /ND/CA TED ON DRAWINGS. 2 DES/GN LOADS. AS REQUIRED BY MBMA'S "METAL BUILDING SYSTEMS MANUAL. " 3. DEFLEC770N L/M/IS• DES/GN METAL BU/LD/NG SYSTEM ASSEMBL/ES TO W177-ISTAND DES/GN LOADS W11H DEFLECTIONS NO GREATER THAN THE FOLLOWING': a. PURL/NS AND RAFTERS: VERTICAL DEFLEC770N OF 1/240) OF THE SPAN. b. 67R TS: HORIZONTAL DEFLECTION OF 7/240] OF THE SPAN. c. DES/GN SECONDARY -FRAMING SYSTEM TO ACCOMMODA 7F DEFLECTION OF PR/MARY FRAM/NG AND CONS TRUC170N TOLERANCES, AND TO MAINTAIN CLEARANCES A T OPEN/NGS. 4. DR/FT L/M/TS: ENG/NEER BU/LD/NG STRUCTURE TO WITHSTAND DES/GN LOADS kW PI DR/FT L/M/TS NO GREATER THAN THE FOLLOWING a, LATERAL DR/FT MAX/MUM OF 1/400 OF THE BU/LD/NG HE/GHS. 5. METAL PANEL ASSEMBLIES SHALL WITHSTAND THE EFFECTS OF GRAVITY LOADS AND LOADS AND STRESSES WITHIN L/M/TS AND UNDER CONDITIONS /ND/CA TED ACCORD/NG TO ASTM E 1592. C. SE/SM/C PERFORMANCE METAL BU/LD/NG SYSTEMS SHALL W9THSTAND THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED ACCORD/NG TO ASCE 7 D. THERMAL MOVEMENTS: ALLOW FOR THERMAL MOVEMENTS RESUL 17NG FROM THE FOLLOWINC MAX/MUM CHANGE (RANGE) /N AMB/ENT AND SURFACE TEMPERATURES BY PREVENTING BUCKL/NG, OPENING OF JO/NTS, OVERSTRESS/NG OF COMPONENTS, FA/LURE OF JO/NT SEALANTS, FA/LURE OF CONNECTIONS, AND OTHER DETRIMENTAL EFFECTS. BASE ENG/NEER/NG CALCULATIONS ON SURFACE TEMPERATURES OF MA TER/ALS DUE TO BOTH SOLAR HEAT GA/N ANO NIGH T17ME--SKY HEAT LOSS. 2.3 STRUCTURAL -STEEL FRAM/NG.: A. PR/MAR Y FRAM/NG- MANUFACTURER'S STANDARD PRIMARY-FRAM/NG SYSTEM, DESIGNED TO WITHSTAND REQUIRED LOADS AND SPECIFIED REQUIREMENTS. PR/MARY FRAM/NG INCLUDES TRANSVERSE AND LEAN- TO FRAMES; RAFTER, RAKE AND CANOPY BEAMS; S/DEWALL, /NTERMED/A IE; END- WALL, AND CORNER COLUMNS; AND MIND BRAC/NG. 1. GENERAL: PROVIDE FRAMES 09771 ATTACHMENT PLA TES, BEAR/NG PLA IES, AND SPLICE MEMBERS FACTORY DR/LL FOR F/ELD-BOL TED ASSEMBLY B. END -WALL FRAM/NG: MANUFACTURERS STANDARD PR/MARY END -WALL FRAM/NG FABR/CA TED FOR FIELD -BOL IED ASSEMBLY C. SECONDARY FRAM/NG MANUFACTURERS STANDARD SECONDARY FRAM/NG, INCLUDING PURL/NS, GNUS, EA VE STRUTS, FLANGE BRAC/NG, BASE MEMBERS, GABLE ANGLES, CL/PS, HEADERS JAMBS, AND OTHER MISCELLANEOUS STRUCTURAL MEMBERS. UNLESS OTHERMSE INDICATED, FABRICATE FRAM/NG FROM E/IHER COLD -FORMED, STRUCTURAL -STEEL SHEET OR ROLL -FORMED, METALLIC -COATED STEEL SHEET, PREPAINTED 09171 CO/L COA 17NG. D. BOL TS: PROVIDE PLAIN -FINISH BOL 73' FOR STRUCTURAL-FRAM/NG COMPONENTS 7TIAT ARE PR/MED OR F/N/SH PAINTED. PROVIDE Z/NC-PLA TED OR HOT-D/P GAL VAN/ZED BOLTS FOR STRUCTURAL -FRAMING COMPONENTS THAT ARE GALVANIZED. E. FINISH: FACTORY PR/MED. APPL PEC/F/ED PR/MER IMMEDIATELY AFTER CLEANING AND PRETREA 17NG. 5-pet:xi peCizv gaired c✓ /�11 111@h 517/11 9"dl-h4q into( -geld wel d`n9 ' Rzoode Npgavti et -t- /if frrYle /Waspeol al , 24 SOURCE QUAL/TY CONTROL A. TES77NG AGENCY OWNER WILL ENGAGE A QUAL/RED TES MG AGENCY TO EVALUATE PRODUCT. B. SPEC/AL INSPECTOR: OWNER WILL ENGAGE A QUAL/F/ED SPEC/AL INSPECTOR TO PERFORM THE FOLLOWING TESTS AND /NSPECPONS AND TO SUBM/T REPORTS. SPEC/AL INSPECTOR WILL VERIFY THAT MANUFACTURER MA/NTA/NS DETAILED FABR/CA770N AND QUAL/TY-CONTROL PROCEDURES AND WILL REVIEW THE COMPLETENESS AND ADEQUACY OF THOSE PROCEDURES TO PERFORM THE WORK. 7. SPEC/AL INSPECTIONS WILL NOT BE REQU/RED /F FABR/CA770N /S PERFORMED BY MANUFACTURER REGISTERED AND APPROVED BY AUTHOR/17ES HAVING ✓UR/SD/C110N TO PERFORM SUCH WORK WITHOUT SPECIAL /NSP£C170N. a. AFTER FABRICATION, SUBM/T COPY OF CERTIFICATE OF COMPL/ANCE TO AUTHOR/77ES HAVING ✓UR/SD/C770N, CERTIFYING THAT WORK WAS PERFORMED ACCORD/NG TO CONTRACT REQUIREMENTS C. TES17NG: TEST AND INSPECT SHOP CONNECTIONS FOR METAL BU/LD/NGS ACCORD/NG TO THE FOLLOWING: 1. BOLTED CONNECTIONS.• SHOP -BOLTED CONNECTIONS SHALL BE INSPECTED ACCORD/NG TO RCSC'S "SPEC/F/CA 170N FOR STRUCTURAL JOINTS US/NG ASTM A 325 OR A 490 BOL 13: " 2 WELDED CONNECTIONS: /N ADD/770/1 TO VISUAL INSPEC770N, SHOP- WELDED CONNEC PONS SHALL BE TESTED AND INSPECTED ACCORD/NG TO AWS 07.1/D7.1M AND THE FOLLOWING INSPECTION PROCEDURES, AT INSPECTOR'S OP 770N: o. LIQUID PENETRANT INSPECTION: ASTM E 165. b. MAGNETIC PARTICLE INSPECTION.• ASPM E 709; PERFORMED ON ROOT PASS & ON FINISHED WELD. CRACKS OR ZONES OF INCOMPLETE FUS/ON OR PENETRA TION MIL NOT BE ACCEPTED. c. ULTRASONIC INSPECTION: ASTM E 164. d. RADIOGRAPHIC INSPECTION: ASPM E 94. D. PRODUCT WILL BE CONS/DERED DEFECTIVE /F I DOES NOT PASS TESTS AND INSPECTIONS. E. PREPARE TEST AND INSPEC77ON REPORTS. 25 FABR/CA 770/1 A. GENERAL: DES/GN COMPONENTS' AND FIELD CONNECTIONS REQUIRED FOR ERECTION TO PERM/T EASY ASSEMBLY 1. MARK EACH P/ECE AND PART OF THE ASSEMBLY TO CORRESPOND WITH PREVIOUSLY PREPARED ERECTION DRAWINGS, DIAGRAMS, AND /NSTRUC77ON MANUALS. 2. FABRICATE STRUCTURAL FRAM/NG TO PRODUCE CLEAN, SMOOTH CUTS' AND BENDS. PUNCH HOLES OF PROPER S/ZE, SHAPE, AND LOCA 170/1. MEMBERS SHALL BE FREE OF CRACKS, TEARS, AND RUPTURES. B. TOLERANCES. COMPLY WITH MBMA'S "METAL BU/LD/NG SYSTEMS MANUAL" FOR FABR/CA 170/1 AND ERECTION TOLERANCES. C. PR/MARY FRAMING: SHOP FABRICATE FRAM/NG COMPONENTS TO S/ZE AND SEC770N, 7171 BASEPLA TES, BEAR/NG PLA TES, S77FFENERS, AND OTHER /SEMS REQUIRED FOR ERECTION WELDED INTO PLACE CUT, FORM, PUNCH, DR/LL, AND WELD FRAM/NG FOR SOL TED FIELD ASSEMBLY D. SECONDARY FRAMING: SHOP FABRICATE FRAM/NG COMPONENTS TO S/ZE AND SECTION BY ROLL -FORMING 0/? BREAK -FORMING, 99771 BASEPLA TES, BEAR/NG PLA IES, STIFFENERS, AND OTHER PLA TES REQU/RED FOR EREC110N WELDED INTO PLACE CUT, FORM, PUNCH, DRILL, AND WELD SECONDARY FRAM/NG FOR BOL TED FIELD CONNECTIONS TO PR/MARY FRAMING. E. METAL PANELS: FABR/CA TE AND FINISH METAL PANELS AT THE FACTORY TO GREATEST EXTENT POSSIBLE, BY MANUFACTURER'S STANDARD PROCEDURES AND PROCESSES, AS NECESSARY TO FULFILL /ND/CA TED PERFORMANCE REQU/REMENTS. COMPLY W1771 INDICATED PROF/LES AND 09771 DIMENSIONAL AND STRUCTURAL REQUIREMENTS: PART 3 - EXECU710N 3.1 ERECTION OF STRUCTURAL FRAM/NG A. ERECT METAL BU/LD/NG SYSTEM ACCORD/NG TO MANUFACTURER'S WR/STEN ERECTION INSTRUCTIONS AND ERECTION DRAWINGS. B. DO NOT FIELD CUT, DR/LL, OR AL TER STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL FROM METAL BU/LD/NG SYSTEM MANUFACTURER S PROFESSIONAL ENG/NEER. C. SET STRUCTURAL FRAM/NG ACCURATELY /N LOCATIONS AND TO ELEVA ?TONS /ND/CA1ED, ACCORD/NG TO A/SC SPEC/F/CA PONS REFERENCED /N THIS SEC17ON. MA/NTA/N STRUCTURAL STABIL/TY OF FRAME DUR/NC ERECTION. D. BASE AND BEAR/NG PLATES: CLEAN CONCRETE- AND MASONRY -BEARING SURFACES OF BOND -REDUCING MATER/ALS, AND ROUGHEN SURFACES PR/OR TO SETTING PLA IES. CLEAN BOTTOM SURFACE OF PLA IES. 1. SET PLA TES FOR STRUCTURAL MEMBERS ON WEDGES, SH/MS, OR SETT7NG NUTS AS REQUIRED. 2 77GHTEN ANCHOR RODS AFTER SUPPORTED MEMBERS HAVE BEEN POSITIONED AND PLUMBED. DO NOT REMOVE WEDGES 01? SH/MS BUT, /F PROTRUDING, CUT OFF FLUSH 99771 EDGE OF PLATE BEFORE PACK/NG 99171 GROUT. 3. PROMPTLY PACK GROUT SOLIDLY BETWEEN BEAR/NG SURFACES ANO PLA TES SO NO VO/DS REMAIN. NEA 7Z Y FIN/SH EXPOSED SURFACES; PROTECT GROUT AND ALLOW TO CURE COMPLY XI 771 MANUFACTURERS WRITTEN /NSTALLA 170N INSTRUCTIONS FOR SHRINKAGE -RESISTANT GROUTS. E ALIGN AND ADJUST STRUCTURAL FRAM/NG BEFORE PERMANENTLY FASTEN/NG BEFORE ASSEMBLY; CLEAN BEAR/NG SURFACES AND OTHER SURFACES THAT WILL BE /N PERMANENT CONTACT WITH FRAM/NG. PERFORM NECESSARY ADJUSTMENTS TO COMPENSATE FOR DISCREPANCIES /N ELEVATIONS AND ALIGNMENT. 1. LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE. 2 MAKE ALLOWANCES FOR DIFFERENCE BETWEEN TEMPERATURE AT 179E OF EREC170N ANO MEAN TEMPERA TURE WHEN STRUCTURE WILL BE COMPLETED AND /N SERVICE. F. PR/MARY FRAMING AND END WALLS: ERECT FRAM/NG LEVEL, PLUMB, RIGID, SECURE AND TRUE TO LINE. LEVEL BASEPLATES TOA TRUE EVEN PLANE 37711 FULL BEAR/NG TO SUPPORTING STRUCTURES, SET 49771 DOUBLE -NUTTED ANCHOR SOL TS USE GROUT TO OBTAIN UN/FORM BEAR/NG AND TO MAINTAIN A LEVEL BASE -LINE ELEVA 170/1. MO/ST-CURE GROUT FOR NOT LESS THAN SEVEN DAYS AFTER PLACEMENT. 1. MAKE FIELD CONNECTIONS US/NG HIGH- STRENGTH BOLTS INSTALLED ACCORD/NG TO RCSC'S "SPEC/FICA 170N FOR STRUCTURAL JOINTS' US/NG ASTM A 325 ORA 490 BOLTS" FOR BOLT TYPE AND JO/NT TYPE SPEC/F7ED. a. JOINT TYPE SNUG TIGHTENED 01? PRETENSIONED. G. SECONDARY FRAM/NC: ERECT FRAM/NG LEVEL, PLUMB, R/G/D, SECURE, AND TRUE TO UNE. FIELD BOLT SECONDARY FRAM/NG TO CL/PS ATTACHED TO PR/MARY FRAM/NG. 1. PROVIDE RAKE OR GABLE PURL/NS WITH 77GHT-F/RING CLOSURE CHANNELS AND FASCIAE. 2. LOCA IE AND SPACE WALL G/RTS TO SU/T OPEN/NGS SUCH AS DOORS AND WINDOWS: 3. LOCA 7E CANOPY FRAM/NG AS INDICATED. 4. PROVIDE SUPPLEMENTAL FRAM/NG AT ENTIRE PER/METER OF OPEN/NGS, INCLUDING DOORS WINDOWS, LOUVERS, VENTILATORS, AND OTHER PENETRATIONS OF ROOF AND WALLS. H. STEEL JO/STS INSTALL 10/515 AND ACCESSOR/ES PLUMB, SQUARE AND TRUE TO UNE; SECURELY FASTEN TO SUPPORTING CONSTRUC170N ACCORD/NG TO SJ/'S "STANDARD SPEC/F/CA (IONS AND LOAD TABLES FOR STEEL JOISTS AND JOIST GIRDERS, " JO/ST MANUFACTURER'S 0R//TEN INSTRUCTIONS, AND REQU/REMENTS /N THIS SECTION. 1. BEFORE /NSTALLA TION, SPL/CE JOISTS DELIVERED TO PROJECT SI TE /N MORE THAN ONE PIECE. 2 SPACE ADJUST, AND AL/GN JOISTS ACCURA7ELY 1N L00A770N BEFORE PERMANENTLY FASTENING. 3. INSTALL TEMPORARY BRAC/NG AND ERECTION BRIDGING, CONNECTIONS, AND ANCHORS TO ENSURE 77/AT JOISTS ARE STABILIZED DURING CONSTRUCTION. 4. BOLT JOISTS TO SUPPORTING STEEL FRAMEWORK US/NG CARBON -STEEL BOLTS UNLESS H/GH-STRENGTH STRUCTURAL BOLTS ARE REQU/RED BY THE MANUFACTURER. 5 COMPLY 04917/ RCSC S SPEC/F/CA770N FOR STRUCTURAL JOIN TS USING ASTM A 325 ORA 490 BOLTS" FOR HIGH-STRENGTH STRUCTURAL BOLT /NSTALLA770N AND 77GHTEN/NG REQUIREMENTS. 6. 1NSTALL AND CONNECT BR/DG/NG CONCURRENTLY 091H JO/ST £REC770N, BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR ENDS OF BR/DG/NG L/NES AT TOP AND BOTTOM CHORDS /F TERM/NA71N0 AT WALLS OR BEAMS. BRACING. INSTALL BRAC/NG /N ROOF AND S/DEWALLS WHERE /ND/CA TED ON EREC 770N DRAWINGS. 1. 77GHTEN ROD AND CABLE BRAC/NG TO A VOID SAG 2. LOCATE INTER/OR END -BAY BRAC/NG ONLY WHERE INDICATED. J. FRAM/NG FOR OPENINGS. PROVIDE SHAPES OF PROPER DES/GN AND S/ZE TO REINFORCE OPENINGS AND TO CARRY LOADS AND VIBRATIONS IMPOSED, INCLUDING EQUIPMENT FURNISHED UNDER MECHAN/CAL AND ELECTR/CAL WORK. SECURELY ATTACH TO STRUCTURAL FRAM/NG. E ERECTION TOLERANCES: MA/NTA/N ER£C770N TOLERANCES OF STRUCTURAL FRAM/NG WITHIN A/SC 303. 32 FIELD QUAL/TY CONTROL A. SPEC/AL INSPECTIONS. OWNER WILL ENGAGE A QUAL/RED SPEC/AL INSPECTOR TO PERFORM SPEC/AL /NSPEC77ONS. B. TESTING AGENCY OWNER WILL ENGAGE A QUA LIFTED TES17NG AGENCY TO PERFORM TESTS & / NSPECT7ONS C. TESTS AND INSPECTIONS.. 1. HIGH-STRENGTH, FIELD -BOL TED CONNECTIONS CONNECTIONS SHALL BE INSPECTED DURING INS TALLAPON ACCORD/NG TO RCSC' SPEC/FICA 770/1 FOR STRUCTURAL JOINTS US/NG ASPM A 325 0R A 490 BOLTS. " 2. WELDED CONNECTIONS: /N ADD/770N TO VISUAL INSPECTION, FIELD- WELDED CONNECTIONS SHALL BE TESTED AND INSPECTED ACCORD/NG TO AWNS 01.1/01.1 AI AND THE FOLLOWING INSPECTION PROCEDURES, A T INSPECTOR'S OP770N: a. LIQUID PENETRANT /NSPECT7ON: ASPM E 165 b. MAGNETIC PARTICLE INSPECTION: ASPM E 709,• PERFORMED ON ROOT PASS AND ON FINISHED MELD. CRACKS 01? ZONES OF INCOMPLETE FUS/ON 01? PENETRA 170N WILL NOT BE ACCEPTED. c. ULTRASONIC /NSPEC770N.• ASTM E 164. d. RADIOGRAPHIC /NSPEC170N: ASPM E 94. D. PRODUCT WILL BE CONS/DERED DEFECTIVE IF /T DOES NOT PASS TESTS AND /NSPEC17ONS. E PREPARE TEST AND /NSPEC770N REPORTS. SPECIAL INSPECT/ON REQUIREMENTS MA TER/AL CONTINUOUS OR PER/ODIC /NSPEC710N INSPECT/ON TASKS CONCRETE CONTINUOUS (PER /BC TABLE 1704.4) - 1. DURING TAKING OF TEST SPEC/MENS. PERIODIC (PER /BC 748/1 1704 4) 1. REINFORCING STEEL, INCLUDING PLACEMENT 2 VER/FY/NG USE OF REQUIRED DESIGN MIX. 3. /NSPEC170N FOR MAINTENANCE OF SPEC/PIED CUR/NG TEMPERA 1URE AND TECHNIQUES. 4. VER/F/CA170N OF IN-SITU CONCRETE PR/OR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 5 FORMWORK FOR SHAPE, LOCA 770N AND DIMENSIONS OF FORMED MEMBERS. REINFORCING STEEL (INCLUDING BOLTS EMBEDDED /N CONCRETE) PERIODIC PRIOR TO THE CLOS/NG OF THE FORMS 01? PR/OR TO THE DEL/VERY OF CONCRETE TO THE JOBS/7E: ITEMS INSPECTED SHALL INCLUDE, BUT NOT BE LIMITED TO. REINFORCEMENT S/ZES, PLACEMENT LOCA 170N, LAP LENGTHS, CLEAR D/STANCES, REINFORCING STEEL AROUND OPENINGS, DOWELS INTO MASONRY WALLS (TYPICAL PLUS A00/770NA1 OPENINGS). SOILS PERIODIC 1. CLASS/F/CA170N & TES17NG OF COMPACTED STRUCTURAL FILL MATER/AL. CON77N000S 2. VERIFY USE OF PROPER MATER/ALS, DENS! PES & LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL. PERIODIC 3. PR/OR TO PLACEMENT OF CONTROLLED ALL, OBSERVE SUBGRADE & VER/FY THAT SI TE HAS BEEN PREPARED PROPERLY. STEEL SCREW P/LES CONTINUOUS 1. VER/FY P/LE MA TER/ALS, SIZES & LENGTHS. CONTINUOUS 2 DETERMINE CAPAC/T7ES OF TEST P/LES & CONDUCT ADD/77ONAL LOAD TESTS AS REQUIRED. CONTINUOUS 3. OBSERVE INS TA[CAPON OPERA 7701V5 AND MA/NTA/N RECORDS FOR EACH PILE. CONT1N0005 4. VER/FY PLACEMENT, LOCATIONS AND PLUMBNESS. NOTES: TIONS FOR ADDITIONAL /NSPEC770N REQU/REMENTS. SPEC/AL INSPECTOR, QUALIF/ED PER /BC SECTION 1704.1. 1. REFER TO SPEC/PTCA 2 OWNER WILL EMPLOY E119/4"1 54,// ilea very Sc rev ) p /e- /$5AI//thy - fav,de 4ppguv// 2/07/f ,t/ Fo d�/ny ie5/pe . ced W k// 4/d vex; & cofrefri sAutr / c / /MEWS, , ,/c /wmvt/ 2c4 XxeTherrir PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON 6:1 RINK 1120 Lincoln Street, Suite 1200, Denver, CO 802i' www.swnnsonrink.com 303.832.2666 ■ WONG A l t N 820 SANTA FE DRIVE Denver Colorado 80204 STRAUCH T TACT (303) 293-9206 FAX (303) 293-8207 em all: IlrmOesw chitect. tarn Anderson & Hastings Consultants Inc. 12596 W. Bayaud Ave., Suite 350 Lakewood, Colorado 80226 (303)3-84M FAX (303)433-0404 STAMP. o Z 0 n 0 ~_1nLn <5000 mo� L1� n- 0»0 w Q Jam/ Li_0OLLJ -I S 0 U LTJ X / BUILDING NUMBER: - CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 W5A PROJECT NUMBER: 11014.00 CAD DWG FILE 11-1491 PRODUCED: MAF REVIEWED: SEB REVISIONS SHEET TITLE: SPECIAL INSPECTION & METAL BUILDING SPECIFICATIONS SHEET NUMBER: 8002 09.22.11 ADDENDUM #1 2 09.30.11 PERMIT ISSUE 3 10.26.11 ADDENDUM #2 CENTERL/NE OF SCREW PILES 60=0" 28=10" 29-2" 10 s, (2) 6,4 x 5'-0 IN TOP %3 OF SLAB, THIS PILASTER 1(2)/fF4x 4=0/N TOP 1.,/,T OF SLAB, TYPICAL AS SHOWN 0 1 CENTERLINE OF SCREW PILES O 1' CENTERL/NE OF SCREW PILES 0 / ff I/% 1 1 Ap 100 =0" Ir TOP OF SLAB d/f CONCRETE ENCASED TENSION 77E, SEE SEC77ON 1/5300 SR OF SCCREWW PILES 1 CONTROL JO/NTS, SEE SHEET 5001, TYPICAL (2) #4 x 4 - O /N TOP %J OF SLAB, TYP/CAL AS SHOWN I% it `• l I 1 II NORTH F/RST FLOOR FRAM/NG AND FOUNDATION PLAN z" = is—on ,dlp'' "tlllt.. PLAN NO7ES: 1. FLOOR SLAB TO BE 6" CONCRETE SLAB ON GRADE ON 3 FEET MIN. OF COMPACTED, NON -EXPANSIVE GRANULAR IMPORTED STRUCTURAL FILL AS APPROVED BY 7HE SO/LS ENG/NEER. STRUCTURAL F/LL TO BE COMPACTED TO A T LEAST 95$ OF THE MAXIMUM STANDARD PROCTOR DENS/ TY A T NEAR OP17MUM MOISTURE CONTENT REINFORCE SLAB $177/ #4 0 16" EACH WAY /N THE UPPER 1/3 OF 7HE SLAB. 2 PROVIDE SAWED CONTROL JO/NTS OR CONSTRUCT/ON JO/NTS AS SHOWN 09 TH/N 18 HOURS OF CONCRETE POUR. SEE DETAILS, SHEET 5001. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB RECESSES. 3. TOP OF CONCRETE ELEVA 770N = 700'-0, UNLESS NOTED OTHERWISE THUS 4 xx=xxx DEPRESS TOP OF GRADE BEAMS 8" BELOW TOP OF SLAB A T ALL THRESHOLDS REFER TO DETAIL, SHEET S001. 4. STEEL SCREW PILES TO BE CENTERED BELOW PILASTERS UNLESS OTHERWISE SHOWN. SCREW PILE NOTED THUS- S.P. X. REFER TO STEEL SCREW PILE SCHEDULE & DETAILS, SHEET S001. .5. ALL ANCHOR BOLTS TO BE 18" LONG' HEADED BOLTS. (DIAMETER, OUANTI7Y & LCCA 770N AS SPEC/RED BY PRE-ENGINEERED BUILDING MANUFACTURER). 6. COLUMN LOCA77ONS SHOWN ARE APPROX/MATE, TO BE DETERMINED 8Y PRE-ENGINEERED BUILD/NG MANUFACTURER. 7 DESIGN LOAD CR/TER/A BASED ON A TOTAL UL77MATE VERTICAL COLUMN REAC770N OF 66.0 KIPS (TOTAL ULTWA 7E NET WIND UPL/FT FORCE = 16.0 KIPS) AND A TOTAL UL77MATE HORIZONTAL COLUMN REAC77ON OF 14.2 KIPS. O A gosigEnergr PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON Cr RINK 1120 Lincoln Street. Suite 1200. Oen.or. CO 80201 www.swansonrink.com 303.832.2566 ■ WONG STRAUCH A t t■ I• t t T I (S03) 293-9206 FAX (303) 293-8207 <mpil: FvmOwawcniteetcan 820 SANTA FE 018VE Denver Cdorodo 80204 Anderson & Hastings Consultants Inc. 12596 W. Bayaud Ave., Suite 350 Lakewood, Colorado 80228 103)42S-84ae FAX (wows -owe STAMP: (n CD zN- O - K) 0 _J Ln <QCC� mo� o Li o0»o WQ~CD CY L_ O D �- 0 W 0 0 W C xz'CO BUILDING NUMBER: - CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 WSA PROJECT NUMBER: 11014,00 CAD DWG FILE: 11-1491 PRODUCED: MAF REVIEWED: SEB REVISIONS SHEET TITLE: FIRST FLOOR FRAMING & FOUNDATION PLAN SHEET NUMBER: s100 GRADE BEAM RE/NF., SEE SECT7ONS, TYP/CAL /4 77ES ® 12; TYPICAL (6) 17 VERTICAL 1=0" 4" 1=4 1.3 ,I R a I An. SCREW PILE CENTERED BELOW PILASTER, TYP. SEE PLAN & SHEET 5001 FOR DETA/LS PLAN DETAIL A 3/4" = o" %2" ISOLATION JO/NT SLAB ON GRADEI__\ SEE PLAN PRE-ENGINEERED BLDG. FRAME. SEE MANUFACTURER FOR ANCHOR BOLT LOCATIONS & DIAMETERS, ETC. a. = 100' 0 11 • • PILASTER BEYOND, REFER TO PLAN DETA/LS, THIS SHEET I- tr4 `-I ,¢44 HOR/Z. x CONT.I I ® MID -SPAN I _11= as 4 10" / (2) 15 CONT. ACROSS WIDTH OF BU/LD/NG (SLOPE PARALLEL WI771 GRADE) TO BE INSTALLED PR/OR TO SETANG FRAMES 111111111111 1 I 11 11 4--i' 1 1 I I 1 1 - I 4 A 1 4 • 4L. 4 • 41 v I 311 1'4" 2'-O" SECT/ON 1 SLAB ON GRADEF\ SEE PLAN 1 (2) 16 TOP & BOTT., 7-1P/CAL tto x 0 16; TYP. 4'-6 0 I(2) 15 x —1 -,!,AT PILASTER (CONTRACTOR AL 7ERNA T7VE: RICHMOND DOWEL BAR SPL/CER SYSTEM) 6" CONTINUOUS VOID FORM, TYP/CAL SCREW PILE, SEE PLAN 3/ A, = 71-0" 4 PRE-ENGINEERED BLDG. FRAME. SEE MANUFACTURER FOR ANCHOR BOLT LOCA TIONS & DIAMETERS, ETC. EL. = 100=0 • 4 •_ A • D PILASTER BEYOND, REFER TO PLAN DETA/LS, TH/S SHEET II - II I 11 1— 1' 111—Ir-1 11— '1\ II— 11, I � t i 1.1 f �I�IC I _ O #- - e SEE SECT/ON 1, THIS I SHEET, FOR DETAILS SCREW PILE, SEE PLAN GRADE BEAM RE/NF., SEE SECTIONS, TYP/CAL 1=4" 2=0" 1:17, ®16" — x C%® 16': TYP. 117. j (2) ,¢6 TOP & BOTT, TYPICAL CHF SEC TION 3 3/4" = o" /4 77ES 0 12'; TYP/CAL (4) 17 VERTICAL 10 SCREW PILE CENTERED BELOW PILASTER, TYP. SEE PLAN & SHEET S001 FOR DETAILS PLAN DETAIL B 3r4" = (4) /7 x VERT. 14 77ES ®12 ; TYP/CAL " %2" ISOLATION JOINT SLAB ON GRADE, F\ SEE PLAN PRE-ENGINEERED BLDG FRAME SEE MANUFACTURER FOR ANCHOR 80L T LOCATIONS AND DIAMETERS, ETC. EL. =100'0 SCREW PILE CENTERED BELOW PILASTER, TYP. SEE PLAN & SHEET 5001 FOR DETAILS GRADE BEAM RE/NF., SEE SECTIONS, TYP/CAL PLAN DETAIL C 34" = o" 77. D � • 11 t----- 1 1 PILASTER BEYOND, Pn REFER TO PLAN DETAILS, TH/S SHEET 1-1118 711_u=jj1 411 4- r,--- I,� 4 —74 (2), 6 TOP &sorra TYP/CAL x ®16, TYP. I 1714 HOR/Z. x CONT. 1® MID -SPAN 1'-0 " 1'-B" 6" CON17NUOUS VOID I FORM, TYP/CAL SCREW PILE, SEE PLAN SECTION 2 3/4" = on (4) x VERT /1 178 ® 12'; TYP/CAL SCREW P/LE CENTERED BELOW PILASTER, TYP. SEE PLAN & SHEET S001 FOR DETAILS GRADE BEAM RE/NF., SEE SECTIONS, TYP/CAL PLAN DETAIL D 34" _ —o" (6) /7 xVER77CAL 77E5 0 12", TYP/CAL SCREW P/LE CENTERED BELOW PILASTER, TYP. SEE PLAN & SHEET S001 FOR DETA/LS GRADE BEAM RE/NF., SEE SECTIONS, TYP/CAL PLAN DETAIL E 3/4" = r -o" SbisfiEnergr PROPERTY SERVICES MINNEAPOLIS MN DENVER CO CONSULTANT: SWANSON Cr RINK 1120 Lincoln Street, Suite 1200, Denver, CO 80203 www.swensoniink.com 303.832.2666 ■ WONG STRAUCH A• C N I W O 1 T• (303) 293-9206 FAX (303) 293-8207 emoiC firm .gvcnitect.com 620 SANTA FE DRIVE Denver ColoreOo 80204 Anderson & Hastings Consultants Inc. 12598 W. Bayaud Ave., Suite 350 Lakewood, Colorado 80228 (303)433-6484 PAX (303)423-0106 STAMP: On CD m Z c- ooN) Q CD W moO CL 0o o W 'Q U • OID HT 00 09 J U LL won< W C\ X/ccs BUILDING NUMBER: - CONTACT: SWANSON RINK ISSUED FOR: BID & CONSTRUCTION DRAWING SET DATE: 08-31-11 WSA PROJECT NUMBER: 11014.00 CAD DWG FILE: 11-1491 PRODUCED: MAF REVIEWED: SEB REVISIONS 1 2 09.22.11 ADDENDUM #1 09.30.11 PERMIT ISSUE SHEET TITLE: STRUCTURAL SECTIONS & DETAILS SHEET NUMBER: S300 DRAWING INDEX DRAWING RELEASE HISTORY DRAWING TITLE PAGES Cover Sheet 1 TYPE DATE DESCRIPTION Notes 2 Anchor Rod Plan 3,4 Primary Structural 6-10 Anchor rod plans 1218/11 �1 1 io 4 P244/61s, l,Ql�S• i—Z�) 1. 2 .12 FOR CONSTRUCTION 41 It Secondary Structural 11-1! Covering Special Drawings Standard Erection Details Planograph Details a4 Mi -911 21 \I/VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEERS SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. VP Buildings 3200 Players Club Circle Memphis TN 38125 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 12/812011 MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING GENERAL NOTES ASTM DESIGNATION A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A709, A992 A529, A572, A588, A709, A992 A500 A653, A792 A325 & A490 BOLT TIGHTENING REQUIREMENTS GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 GRADE B GRADE 50 OR GRADE 80 IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTACT. ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE " SNUG -TIGHT" EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. Building Code: 2009 International Building Code OPERATIONS: Building Use:Standard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bldg wt) LIVE LOADS AND RAINFALL Live Load 30.00 psf (Not Reducible) Rainfall: 5.00 inches per hour CONCRETE FOUNDATIONS Compressive Strength (Min.) - fc: 3000 psi SNOW LOAD Ground Snow: 58.00 psf, Flat Roof Snow: 36.54 psf Snow Exposure Category )Factor): 1 Fully Exposed (0.90) Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00) WIND LOAD The 'Low Rise Method is Used Wind Speed: 90.00 mph, Wind Exposure: C Basic Wind Pressure: 16.79 psf Wind Importance Factor: 1.000, FT= Topographic Factor: 1.0000 Wind Enclosure: Enclosed, 0.180 Note: All windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response - Ss:33.30 %g, S1:7.24 %g Seismic Performance/ Design Category: C (See Bolt Tightening Note Above) Seismic Snow Load: 6.29 psf Seismic Importance: 1.000 Soil Profile Type: Stiff soil (D, 4) Design Spectral Response - Sds: 0.3405, Sd1: 0.1158 Ordinary Steel Moment Frames Frame Redundancy Factor:1.0000 Framing R -Factor: 3.0000, Frame Seismic Factor (%s): 0.1129, Design Base Shear = 0.1129 W Ordinary Steel Concentric Braced Frames Brace Redundancy Factor:1.0000 Bracing R -Factor: 3.0000, Brace Seismic Factor (%s): 0.1135, Design Base Shear = 0.1135 W 13:23:37 �s ACCREDITED AC472 .`` ti11111 R11Gi'�/�i sTR 37929 tom. ����_ /z�'IONA1, r,�\�1�\vt_ A COVER SHEET Compass #196084 BUILDER Lefever Building Systems CUSTOMER Xcel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage BUILDERS POM FILENAME 11020 VVP BUILDINGS VARCO PRUDEN VPC VERSION: 2.3c JOB 5 11-29358 DATE 12/8111 DRAWN/ CHECK JRK PAGE a Qnnslan sr SlueSenpe BUTaings Ivonn .' enc.& ine. 1-29358 Xcel Energy Rifle Operations Garage for anchor rod plans of sco BUILDER/CONTRACTOR RESPONSIBIUTIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall gover:i all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Bt •[dings structural plans and plans for other trades, VP Building structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or' Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits. approvals. and coordinate with other trades. The Builder or ANE firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or NE firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in 2006 MBMA Metal Building Systems Manual Sec. 6 (in Canada - CSA S16-01 Clause 29.7), which generally require U500 tolerance of assembled members,* *For buildings with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing buildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis Toads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed try the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. Unless otherwise approved, use E7Oksi yield, low hydrogen electrodes. The contractor shall provide for any special welding inspection as required by code. DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. Butyl Sealants - Service Temperature Range (Degrees): Min -60F (-51C); Max 220F (104C) Tape sealants - Service Temperature Range (Degrees): Min -60F (-51C); Max 212F (1000) INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer, The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. SSR roof fire tested to ASTM E108 -93 -Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505.2). VP SSR steel roof systems are available for FM Class 1 fire rating. UL 263 approved fire rated assemblies listed as Design No. P265, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings, Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. if the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted . Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WAI 1 5 The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces including ASCE7-05 Sec, 12.11. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. All panels experience this action to some degree, especially with concealed clip standing seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. The standing seam joint detail is designed with an interlocking feature for ease of installation. However, it is imperative that installed SSR/SLR panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS VP's Tuflites and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. ft.. area, as well as uniform gravity and uplift load test. Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. it is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. Fabricator Approvals IAS FA304; IAS FA377; IAS FA378; IAS FA388; IAS FA389; IAS FA409; IAS FA432; IAS FA455; IAS FA456; Los Angeles, CA #FB00031; CITY OF HOUSTON 767 Canadian CSA A660 Certifications VPBMOO; VPBWI9; BUTPAO; BUTNCO; BUTCAO; HCISTO Engineering Certifications of Authorization USA--AR#576; FL#28566; INC -2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00 CAN--AB#P08900; N$#30123; YT#PP134 ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ER -5621 Panel Rib Roof and Wall - #ER -4879 Vee Rib Wall - #ER -4879 TufLites- ER -5048 State of Florida Product Approvals (www.floridabuilding.org) Approved Products Listed Under VP Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Dade Co. Product Approval(www.miamidade.govlbuildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Underwriter's Laboratory Approvals SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof wlSuper Block Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR/AEP SL Roof Class 90-UL#TGKX-90 Factory Mutual Approved Assemblies ( Available Only When Specified In Contact) SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227' Nominal), is available in Class 1-60, 1-75, 1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. SLR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR (0.0227" Nominal), is available in Class 1-75 and 1-120. Army Corps Of Engineers SSR Roof System - CEGS 07416 SLR Roof System - (AEP -SPAN; SPAN-LOK) - CEGS 07416 Collateral loads should be uniformly distributed on primary and secondary members. The recommended method of Toad application is to the puffin's web. The maximum Toad on any purlin flange should be 100# or less applied to the middle of the flange. VP Buildings 3200 Players Club Circle Memphis TN 38125 01111111.10 ILL 'ir' it• °NAL eV rrr I i 111 sI -Its FOR CONSTRUCTION N fz l f Erection Notes REV DATE BY DESCRIPTION BuiLOER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. cosi-ewe. cel Energy LOCATION Rifle, Colorado NTS PROJECT Xcel Energy Rifle Operations Garage BUILDERS PO* 11020 BUILDINGS VAiiCO PRUDEN A BlueScope Steel Company WPC VERSION'. 2.3c JOB B 11-29358 DATE 12/8/11 DRA NErCTECK JRK PAGE 2 12/8/2011 13:23:38 FILEI"E. 11-29358 Xcel Energy Rifle Operations t'aain$"#gr 'r"iWil Build.Ipgs Ngrth America, Inc. 4 2'-6" 3 i'-8" 2 1'-lO" 1 1'-O" Dimension Key 1 0 0 �v ''> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS. BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. <•> D3 D2 14-1 1 1 D4 I I 34 r loogno 37929 r 3 (44 rt QQ r D5i D3: F i1 D6i H D5 0 12'-0" 30' -0" 12'-0" 12'-0" Ion BL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 60'-0" 30' 0" 12'-0" ANCHOR ROD PLAN Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 BL FOR CONSTRUCTION ANCHOR ROD PLAN a\ I REV DATE aY DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMERXceI Energy LocATO Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS PO# 11020 BUILDINGS VCO PRUDEN A BlueScnpe Steel Company VPC VERSION, 2.3c JOBN 11-29358 DATE 12/8111 PRAWNICI#CK JRK PAGE 3 12/8/2011 13:23:44 FILENAME 11-29358 Xcel Energy Rifle Operations dalmantiiiiIiiiig P6If war,. America, Inc 0 E E n 1'-O" 305mm 2 1/2"1 64mm FL E 0 2 1/2" 64mm K} 1'-O" 305mm 4., f 102mm Note: FL Column is Turned 90' From the Frame Line. E E 11" 279mm 3 1/2" 76mrr 59mm E - E N N 0 E E 0 4- 2 1/2" 64mm FL 121/2" 64mm 0 E E v1 0 1'-O" 305mm 4- 2 1/2' 64mm 2 1/2" 64mm 11" 279mm 3°' 3 1/2" 76mm 89mm E E 0 N E E 0 0-1 D1 (2)3/4" Dia. GR36 A.Rods Plate w=8" L=11" Elev.=100'-0" 1/2" (13mrn) DIAMETER CONCRETE ANCHORS (BY OTHERS) 1 1/4" 32mm JAMB OPENING WIDTH 1 1/4" 32mm NOTE: 1" (25mrn) PROJECTION ABOVE BOTTOM OF JAMB CLIP E 0 N JAMB 'EQ.' VALUES: 7" 00 - 2" 51 mm, 8 1/2" EC) - 2 3/4°° 74mm 10" 00 = 3 1/2" 89mm, 11 1/2" E0 = 4 1/4" 108mm FRAMED OPENING DETAIL D2 (2)3/4" Dia. GR36 A.Rods Plate W=8" L-10" Elev.-100'-0" VARIES BOTTOM OF COLUMN BASE PLATE STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL D3 (4)3/4" Dia. GR36 A.Rods Plate W=8" L=1'-0" Elev.=100'-0" 1, CONCRETE, GROUT, ANCHOR RODS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER w5C SPECIFICATIONS (FY=36K51). ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OE TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED. ANCHOR RODS ARE DETAILED WITH A PITCH AND GAGE OF 5 INCHES ASSUMING "CAST -IN-PLACE°' ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING 0R STEEL WILL NOT FIT. 5. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS WITHIN INDIVIDUAL COLUMN ROD GROUPS -TOLERANCE +-1/B". DIMENSIONS BETWEEN ANCHOR ROD GROUPS - TOLERANCE +-1/4'. ERECTION OF STEEL COMPONENTS MUST BE STRAIGHT AND PLUMB PER MBMA CODE OF STANDARD PRACTICE. 6. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 04 (4)3/4" Dia. GR36 A.Rods Plate W=1l" L=1'-1" Elev.-100'-0" D5 (4)3/4" Dia. GR36 A.Rods Plate W=9" L=1'-1" Elev.-100'-0" 0.6 (4)3/4" Dia. GR36 A.Rods Plate W=9" L=11" Elev.-100'-0" 2 1/2" (64mm) PROJECTION (U,O.N.) BOTTOM OF COLUMN BASE PLATE ELEV. TYPICAL ANCHOR ROD PROJECTION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT 1S PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FOR CONSTRUCTION Z -t1 VP Buildings 3200 Players Club Circle Memphis TN 38125 ANCHOR ROD PLAN - DETAILS REV DATE THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BY DESCRIPTION BUILDER Lefever Building Systems CLISTonERXceI Energy LocAnoN Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS POO 11020 BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION: 2.3c JOB M 11-29358 DATE 12!8111 ORAWNCMICK JRK PAGE 4 1218/2011 13:23:45 FILENAME. 11-29358 Xcel Energy Rifle Operations C a ' 8igh'rfii°i8F i l r, t America, Ir„ 1 1'-0" Dimension Key m 0 0 X r• 0 0 0 0 CL, CXG01 CX003 CX005 0 0 Cfl - -cx006 - - RBX008 -CX007-- 30'-0" CX002 BL 60'-0" 29'-0" CX004 PRIMARY AND ROOF BRACING PLAN Shape Name = OPERATIONS BL 0 M 0 N 0 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 PRIMARY AND ROOF BRACING PLAN {F '1 H.Y C'ESCRIPTION BUILDLII Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER xcel Energy 10CA ON Rifte, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS Po. 11020 P BUILDINGS VARCO PRUC.EN'. JOBB 11-29358 (196084) CATE 12/20/2011 ❑RAWSi'CHEC DGS A BlueScope Steel Company RACE VPC VERsta4. 2.3c 5 12/20/2011 9:40:09 FILENAME. a dihsion 6l BlueScoue Buildings North A.menca. Inc. Xcel Energy Rifle Operations Garage 0Frame Member Schedule Part Mem Width Thick RBXODI 1 2 RBX002 3 4 RBXO03 5 6 7 CXOO1 8 EPXO01 9 EPX002 10 EPX002 11 5" 5"1 511 5" 5" 5" 5" 5" 5" 5" 5" .1345 .1345 .1875 .1875 .1875 .1875 .1875 .1345 .1345 .1875 .1875 14 29'-1" Ridge Ht. 13 l'-9" 12 3'-7" 11 5 1/2" 10 2 Q 3'-6 3/8" 9 2 @ 41-6" 8 2 @ 4'-0" 7 1'-8 1/211 6 11-6" 5 31-10" 4 2 @ 51-011 3 31-6" 2 4'-0" 1 11 -011 Dimension Key WebThk. .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 G Depthl 11" 11" 11" 11" 1111 11" 11" 10" 9 " 11" 11" 4fl Depth2 111, 111' 11" 1111 11" 11" 11" 10" 9n 06 Approx_Lgth Approx.Weight 6'-5 1/4" 75# 19'-3 15/16" 242# 25'-9 3/1611 316# 211-4 7/81" 21'-4" 24'-4" 24'-4" 214# 118# 180# 180# 2 Detail BR25CA BR25CA BR25CA 3.000.12 -9 1j 41, `,`Bolt Connection & Id Qty ASTM Bolt Dia. A 4 A325 1/2" B 6 A325 1/2" C 4 A325 1/211 GPB204 3 w w G9 Plate Schedule Bolt Plate Length Thick. 1 1/2" 1/4" 1 1/2" 3/8" 1 1/2" 3/8" Rows Rows Out In 1 1 1 2 1 1 GFB2043 Frame Clearances Vert. Clearance at member 8(CX001): 211-5" Vert. Clearance at member 9(EPX001): 21'-3 3/8" Vert. Cle'arance at member 10(EPXD02): 24'-3 3/8" Vert. Clearance at member 11(EPX003): 24'-3 3/8" Finished Floor Elevation = 1001-0" (Unless Noted Otherwise) 2s" -9 1/4 "r 3.000'12 ry SV N � {q [z. y 03 Np Rsxo02 1--1(.911Leer GFB2037 CL CL BL 24' 0" 550' 011 FRAME CROSS SECTION AT FRAME LINE(S) 3 Shape Name = OPERATIONS Wall 4, Frame 1 CL 13 0" O O U F16' -fl SPE Ca I f�T FI -+EKG.-. GFB2037 0E132037 BL ruc r17z / r1 171 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER, THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 3 REV DATE RY DESCRI TION BIJII L'c Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR I5 SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CuSiOm.,,,Xcel Energy LOCATION Rifle, Colorado P ID.JEcr Xcel Energy Rifle Operations Garage NTS B UILDERS POs 11020 Xcel Energy Rifle Operations Garage emu's 12/20/2011 9:40:10 FILE P BUILDINGS VAFRGO PR1JDEN JOB 11 11-29358 (196064) RATE 12/20/2011 DRAWN/CHECK DGS A aueScope Steel Company PAGE VPC VERSION. 2.3c 6 of BIueSCope Bolding North nca.lnc. °Frame Member Schedule Part Mern Width Thick WebThk. Depthl CX002 1 10" 3750 .1875 1'-0" RBX004 2 6" .3125 .2500 2'-11" 3 6" .3125 .1644 1'-6" RBX005 4 6" .3125 .1644 1'-10" 5 6" .3125 .2500 1'-6" CX003 6 10" .3750 .1875 1'-0" 13 29'-1" Ridge Ht. 12 11 10 2 @ 3'-6 3/8" 9 2 C 4'-6" 8 2 4 ' - 0 " 7 1'-8 1/2" 1'-9" 6 1' -6" 5 3'-10" 4 2 5' -0" 3 3'-6" 2 4'-0" 1 8 1/2" PDimension Key [1] Depth2 3"-3" 1'-6" 1'-10" 1'-6" 2'-10" 3'-3" Approx.Lgth 22'-9 3/16" 22'-4 15/16" Approx.Weight 1108# 739# 22'-4 11/16" 7324 221-9 1/4" 10944 25 9 1�A", 3.000• °Bolt Connection & Plate Schedule Id Qty ASTM Bolt Dia. A 10 A325 3/4" B 6 A325 3/4" Bolt Length 2 1/2" 2 1/2" Plate Thick. 5/8" 3/8" Rows Out 3 1 Rows In 2 2 Frame Clearances Horiz. Clearance between members 1(CX002) and 6(CX003): 42'-0 3/4" Vert. Clearance at member 1(CX002): 19'-11" Vert. Clearance at member 6(CX003): 20'-0" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0 N - 1000 GFB2117 (2)GFB4OD7 41010 p •••••.40 ad- o 37929 -;r """171"\\‘‘" k 0 0 BL 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER, THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 50'-0" FRAME CROSS SECTION AT FRAME LINE(S) 2 Shape Name = OPERATIONS Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 r N. tZijiII FRAME CROSS SECTION AT FRAME LINE(S) 2 REQ Iat FY !ASCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Xcel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS FILM 11020 P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 2.3c JOB N 11-29358 (196084) DATE 12120/2011 DRAWN CHEC- DGS PAGE 7 1212011 9:44:11 FILENAMC. XceI Energy Rifle Operations Garage edlvision or eueScope BuNdings None America, Inc. iQ Frame Member Schedule Part Mem Width CX004 1 RBX006 2 3 RBX007 4 5 CX005 6 EPX004 7 EPX005 8 8" 5" 5" 511 5" 811 8" 5" Thick .3750 .1875 .1875 .1875 .1875 .2500 .2500 .1875 13 29'-l" Ridge Ht. 12 11 10 2 @ 3'-6 3/8" 9 2 @ 4'-6" 8 2 @ 4'-0" 7 1'-8 1/2" 6 1'-6" 5 3'-10" 4 2 @ 5'-0" 1'-9" 3'-7" 3 3'-6" 2 4'-0" 1 8 1/2" Dimension Key 11 WebThk .1345 .1345 .1345 .1345 .1345 .1345 .1644 .1644 Depthl 1'-0" 2'-4" 2'-4" 9, 2'-4" 1'-0" 10" 11" Depth2 2'-0" 2'-4" 9', 2'-4" 2'-4" 21.0" 10" 11" Approx.Lgth 22'-5 15/16" 23'-6 11/16" Approx.Weight 711# 443# 23'-6 11/16" 443# 22°-6" 548# 22°-10 13/16" 339# 22'-10 7/16" 170# Detail BR25CA BR25CA 00° 3. ',Bolt Connection & Id Qty ASTM Bolt Dia. A 4 A325 3/4" B 4 A325 1/2" Plate Schedule Bolt Plate Length Thick. 2 1/2" 3/8" 1 1/2" 3/8" Rows Rows Out In 1 1 1 1 Frame Clearances Horiz. Clearance between members 1(CX004) and 6(CX005): 44'-6 3/4" Vert. Clearance at member 1(CX004): 20'-2 1/2" Vert. Clearance at member 6(CX005): 20'-2 1/2" Vert. Clearance at member 7(EPX004): 22'-9 13/16" Vert. Clearance at member 8(EPX005): 22'-9 13/16" Finished Floor Elevation = 1001-0" (Unless Noted Otherwise) h ri ri _ ty O ` 01 W �v.1 C1 1 d ry 1.1 r'I LI) • C7 R$�ap5 a C175120 r-- GC175120 GC175120 13'-0" f CL BI 24'-0" 50' 0" FRAME CROSS SECTION AT FRAME LINE(S) 1 Shape Name = OPERATIONS Wall 4, Frame 3 CL 13' BL ' [z17 Ii rl 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE(S) 1 PE/ DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMS Xcel Energy LOCATFON Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS POa 11020 P BUILDINGS VAPCO PR: IpEN A BlueScope Steel Company VPC VERSION: 2,3c 11-29358 (196084) LATE 12/20/2011 DRAWNCHECK DGS PAGE 8 12120/2011 9:40:12 FILENAME Xcel Energy Rifle Operations Garage a d: a on of el"e5coge eu'e+rgs Noun America Inc. 0 Frame Part Mem CX006 1 RBXDOS 2 3 CX007 4 Member Schedule Width Thick .3750 10" .3750 10" .3750 .3750 907 2 1'-4 1/16" 1 1/2" jDimension Key WebThk Depthl .1345 l'-2" .1345 1'-10" .1345 1'-10" .1345 1'-2" Depth2 1'-2" 1'-10" 1'-10" 1'-2" Approx.Lgth 21'-8 11/16" 26'-7" Approx.Weight 652# 984# 21'-8 11/16" 652# w r� m N QBolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Dia. Length Thick. A 4 A325 3/4" 2 1/2" 3/8" f> 2- A32-5 '/i-" 2- 1,4., P/ " 3 A31.S 3/4-„ - 1/17," /17," �4 0 • Rows Out 1 Z Rows In 1 Frame Clearances Horiz. Clearance between members 1(CX006) and 4(CX007): 26'-7" Vert. Clearance at member 1(CX006): 19'-11 1/16" Vert. Clearance at member 4(CX007): 19°-11 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) EP' 0 0 U RBX008 Shape Name = OPERATIONS Wall 4, Frame 2 • 410101. 28'-11" 29' 0" PORTAL FRAME ELEVATION ALONG D 0 x 1'a"L d 201 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE }REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 PORTAL FRAME ELEVATION ALONG D REV DATE �}y r,LDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR 1S SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GT01.SE Xcel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS Poo 11020 P BUILDINGS VARCO PRUDEN JOB+ 11-29358 (196084) DATE 12/20/2011 DRA W N;C"1ECK DGS A E3iueSCope Steep CaMpany PAGE v'C VERSION. 2.3c 9 12/20/2011 9:40:13 FILENAME. Xcel Energy Rifle Operations Garage a 61v*ior or BhhScopo B"gangs North America, Inc. A325 BOLTS SEE ERECTION DRAWINGS FOR EXACT SIZE FILL ALL HOLES REY. DATEc7/01/091 REV_ D. DO PFO1A2 RAFTER BEAM (RBX-) HAUNCH TO COLUMN CONNECTION FACE/VERTICAL BOLTED COLUMN BRACE LOCATION FRPME BRACE LOCATION ROOF SECONDARY MEMBER 01 CLIP REO'D W/ THICK FLANCES ALTERNATE CONNECTIONS (EPFLANGE 0 BRACE FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER, FLANGE BRACE REQUIREMENTS: RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. ** 10" & 11 1/2' PURLINS RECUIRE 3 BOLTS AT EACH END OF PURLIN LAP. RAFTER BEAM (RBX-) MAY BE STRAIGHT OR TAPERED MEMBER BOLTING PLATES 'h5 of ROS" A325 BOLTS SEE ERECTION DRAWINGS FOR EXACT SIZE FILL ALL HOLES A325 BOLTS SEE ERECTION DRAWINGS FOR EXACT SIZE FILL ALL HOLES RAFTER BEAM z„,,,— (RBX-) INTERIOR COLUMN (I0x-) REY. DATE 01/01/091 REV. 10.00 PFO3A1 RAFTER BEAM CONNECTION RAKE BEAM CR FULL FRAME REV. 0.41E 07/01/09 REV. 00.00 PF05A2 TURNED INTERIOR COLUMN CONNECTION FULL FRAME ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED 1N THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD COLUMN / RAFTER HAUNCH RCD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER. HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE: FELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD WASHERS ROD DIA. NUT A 9 HILLSIDE 3/8' 395321 096406 4-6040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 3/4' 095235 095946 095948 043658 7/8' 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 COLUMN / RAFTER HAUNCH RCD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER. HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE: FELD CUT HOLES IN INSET GIRTS AT INTERFERENCE WITH RODS WALL BRACE ROD REV. BATE05/10/1D I REV. MCL 01 BRO2H1 ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR REY. 0A100/I0/0V. N0.02 BRO2J1 ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR PORTAL FRAME (2.3 OR 4) A325 BOLTS PRIMARY FRAME (3 A325 BOLTS 1/2" x 1 1/2" A-325 BOLT (49080) TYP. FLANGE BRACE REQUIRMENTS: PORTAL COLUMN DEPTH WASHERS ROD DIA. NUT A B HILLSIDE 3/8' 095321 096408 46040 043657 1L2" 095230 095872 095946 043657 5 8' 095233 095945 095946 043657 3/4" 095235 095946 095948 043656 7/8" 095237 095947 095948 043658 1" 095238 095948 095949 043659 1 1/8" 095239 095949 095949 043659 REV. BATE05/10/1D I REV. MCL 01 BRO2H1 ROD BRACING THRU ROD SLOT COLUMN SHOWN / RAFTER SIMILAR REY. 0A100/I0/0V. N0.02 BRO2J1 ROD BRACING THRU ROD SLOT SIDEWALL COLUMN SHOWN / RAFTER SIMILAR PORTAL FRAME (2.3 OR 4) A325 BOLTS PRIMARY FRAME (3 A325 BOLTS 1/2" x 1 1/2" A-325 BOLT (49080) TYP. FLANGE BRACE REQUIRMENTS: PORTAL COLUMN DEPTH FLANGE BRACE > 24" & < 36" HFB4106 > 25' & < 48" HFB5032 NOTES: a FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS FOR FLANGE BRACE CCNNECTIONS. IL� DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2' FROM BOLTING PLATE 0 BEAM 1. PURLN NOTE ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.0.) 1/2' X 1 1/2" 4325 BOLTS (49080) WITH HARDENED WASHER (095972) EACH SDE (TYP AT PURUN END OF BRACE) FLANGE BRACE (GF/3- DR HFB--) 3 -PLATE ENOPOST SHOWN - GAGE SIMILAR RAKE BEAM F=FEET G=GAGE I = INCHES 0 = OPERATION E = EIGHTHS C = FIN/COLOR PANEL/COVERING W13117261KTD *FF1IECG°GCC LENGTH CODE INSULATION I B 1 3 0 1 0 3 6 0 3 0 W V ** F F F I I I 1 1 IECC LENGTH WIDTH 11 -IK CODE SECONDARY (STANDARD) 0821911417 ***FFIIEGG* DEPTH ILENGTH GAGE ADJUST.CODES SHAPE SECONDARY (SPECIAL) 00108Z1911417 --- F F 1 1 EGO * * * COUNTER DEPTH& LENGTH GAGE ADJUST.CCOES SHAPE + + + ROD BRACING 0 3 R S 2 5 1 0 I E** DIA LENGTH CX*" = COLUMN (PLATE) CGX*** = COLUMN (GAGE) WCX*** = COLUMN (HOTROLL) RBX*" = RAFTER (PLATE) BOX*** - RAFTER (CAGE) WRX*** = RAFTER (HDTROLL) TRX*** = TRUSS RAFTER ICX*** = INTERIOR COLUMN PCX*** = PIPE COLUMN TCX*** = TUBE COLUMN EPX"* = ENDPCST (PLATE) EGX*** = ENDPCST (GAGE) CBX"4. = CANOPY (PLATE) CBX*** = PIGGYBACK CANOPY DCC*** = 8 1/2' GAGE POST DCE*** = 10" GAGE POST REV. DATS 07/01/09IAEV.. 00.00 BRO6AE TYPICAL_ FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN REV, 0.ATE:07/01 /b9 I I¢Y. 00, 00 BR12K1 FLUSH PORTAL FRAME CONNECTION FLANGE BRACE CONNECTION AND LOCATION REV. 0011,05/04/11 IRLV. N0. 01 R25CA ENDPOST TOP BETWEEN PURLINS NC CAP CHANNEL - BRACED TO PURLINS ONLY REV. OATEN/61/0a I REV. N0, 00 EN50B1 MARK NUMBER KEY COMMON GENERATED MARK NUMBERS 1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 _;arm- .. PRIMARY BRACING BEDS •"\kkc \--45l\1\,. RFV DATE BY DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTONIER. cel Energy °CATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS P00 11020 P BUILDINGS VARCO PRUDEN JOB 11-29358 (196084) DATE 12/20/2011 DRAWN/CHECK DGS A BlueScope Steel Corrlpany PAGE VPC VERSION: 2.3c 10 12/19/2011 9:41:31 P'LEnu4rnE. Xcei Energy Rifle Operations Garage a division of BlueScope Buildings North America, Inc. Secondary Part Schedule Mark Part P1 10Z3311411A5A0 P2 10E2911411ADA03 )Part Mark Key 1 RCHE15 1 1'-O" J Dimension Key 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-32 SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL STRUCTURAL SYSTEM AND MUST BE OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY Thick. 0.1130 0.1130 Depth Lap 10" 3'-10 1/2" 10" SNUG TIGHTENED BOLTS FOR ALL ''ART OF THE STABILITY OF THE PROPERLY INSTALLED PRIOR TO ERECTION OMPONENT IS PROHIBITED. Detail RS02T1,RS12PH,RS11SB,RSO1U1 RS12PH,RS12PA Q a 1R2B2 Purl in Brace Schedule Id Qty Mark No 3. 2 PBA0310 See SED: BRO9K2, BRO9K5 Spacing 3'-6 3/8" 1R281 1R1B1 29'-0" BL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO TI IE PERFORMANCE OR DESIGN OF ANY OTHER PF:ODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = OPERATIONS 60'-0' 1R1B2 29'-0" ROOF SECONDARY PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 BL 4 \. 3782 ROOF SECONDARY PLAN !TAIL UY DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ,:,usrOME.. cel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS POi 11020 P BUILDINGS VARCO PRUDE N A BlueScope Steel Company vpC vERSION. 2.3c JOB 11-29358 (196084) DATE 12/20/2011 ORAWNiCHECK DGS PAGE 11 nI-PNAMF a division of BlueScope Buildings North America, Inc. 12/20/2011 9:40:14 Xcel Energy Rifle Operations Garage CD C _ k o P1(Typ.) Pi(Typ•) - P1(Typ.) P1(Typ.) C D') C) - D'1 C 1R1B1 29'-0" BL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO TI IE PERFORMANCE OR DESIGN OF ANY OTHER PF:ODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Shape Name = OPERATIONS 60'-0' 1R1B2 29'-0" ROOF SECONDARY PLAN THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 BL 4 \. 3782 ROOF SECONDARY PLAN !TAIL UY DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ,:,usrOME.. cel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS POi 11020 P BUILDINGS VARCO PRUDE N A BlueScope Steel Company vpC vERSION. 2.3c JOB 11-29358 (196084) DATE 12/20/2011 ORAWNiCHECK DGS PAGE 11 nI-PNAMF a division of BlueScope Buildings North America, Inc. 12/20/2011 9:40:14 Xcel Energy Rifle Operations Garage 12/20/2011 11:37:32 FILENAME a d�M451pn 01 BIUeSCdpO Oulkiortt�5 Noah America. OHC .. Xcel Energy Rifle Operations Garage aRacE $ FRAME H+ACE LOCATI[7N LOCATION ROOF sEccOF USE (1) 11/32" X 1 1/4* T-45 GRAY SCRUBOLT 97352) BEND TABS TOWARD EAVE STRUT WEB AND USE (2) 11/32" x 1 1 /4" T-45 GRAY SCRUBCLT (097352) AND SCRUBCLT NUT (0972E7) ME>aeER SCRUBCLT `vSC (097267) (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) T T T T T T T T TT l 11-TT- T __ - HEAD OF S1C tUBOLT Td USE (2) 1/2" 1 7 •. +al BE ON OUTS`DE OF HEX NUTS (47120) ADJUST. CODES 0 [AVE STRUT LOCATE (1) NUT ON ADJUST. CODES z GAGE of EACH SIDE OF PURLIN GAGE - - -- PURLIN BRACECHANNEL DETAIL BRO9JG `l. (CPB-)(TYP.) THS tH INCHES LENGTH e N FLAii cre-1 o>q r+re-} (R,illi�i',eteEs� m111ir1,ete�s 1140 REIMS of FLANC'e5 ES°%416:07 FWICE MACE WILL TYPICALLrSHAFE a:PTFY, TO TIS wEB #- THE FRAME MEMBER.��D �CONNECT •TNT� R °Nil• ALTERWTe Cal+w€crwNs9c,,,71r a /'URLIN I 4DEPTH DEPTHSHAFE CAGESHAPEGACE FLANGE BRACE REQUIREMENTS: �: �l� ��r•'� SAVE �\ STRUT 07 = 7" Z = ZEE 11 = 0.113 07 = 7" ZS =ZEE 11 = 0.113 RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST 8E INSTALLED.' RULE#2- SINGLE FLANGE ERACES ARE REQUIRED WHEN PART MARK ON EAVE STRUT II EAVE PURLIN BRACE (PBA-) AT 8 1/2", 10" r Ilk08 1 2" HEX NUTS Og = 8 1 f2" C =GEE 12 = 0.098 1C = 10" E =LDW PAVE STRUT 13 = 0.088 11 = 1': 1/2" H -HIGH SAVE STRUT 14 = 0.079HS = 8 1/2" 10 10" CS =CEE.2 = 0.098 ES - LOW EAVE STRUT 13 - 0.088 - HIGH EAVE STRUT CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK 5 ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. " 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. BRACE STRAP (ES951) AT 8 1/2", 10", 11 1/2" PDR1INS. USE (JCP051050) AT 7" PURLINS. NOTE: LOW EAVE II I SHOWN ` ,i 1/2" PURLINS. NOT REQ. AT 7" PURLINS. EAVE STRUT - HIGH EAVE USES SIMILAR PARTS (2) / EAVE PURLIN (47120) LOCATE (1) NUT BRACE ASSY. EACH SIDE Or PURLIN (TMP.) (PBA-' TYP.) PURUN NOTE: LOW EAVE SHOWN - HIGH EAVE USES SIMILAR PARTS 15 = 0.073 16 = 0.06815 17 - 0.060 Il 1T 1/2" BACK TO BACK CEE 14 = 0.079 BB FACE TO BACK CEE 15 = 0.073 FF = FACE TO FACE CEE - 0.058 17 - 0.050 "e, 04�07/131/09IN& NO 00 'E"wa47/ol"nl •,. ho.ao PURLIN BRACE RLw. 1117/a'/o91rcv Rc.o-a EAVE STRUT BRACE REV. mrE:o7/u:�1R, h0.06 RE". NM07/ol!>'aIRV Rro.oa SPECIAL SECONDARY PART MARK KEY B'RO6AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT dr SIMPLE PURLIN BR09K2 EAVE BRACE STRAP & EAVE LOCATED AT EAVE - CENTERLINE OF FRAME BR©3K5 LOCATED AT LOW EAVE - BETWEEN FRAMES SECONDARY PART MARK NUMBER EN51 B 1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS 7/8" if �J -, GCI CR EPC3 (WELDED) GPC1 WELDED CLIP CONNECTION vA5 0 c21`)\- te GC1 CLIP (WELDED) DR CUP (BOLTED) - ///r-,--‘,1 \ REFER TO CROSS S£CT1CN 7' PURLIN 8 1/2" PURLIN ERECTION q DRAWING PAT MARK 2 3/4" L2 h� I ALT. CONNECTION (10") I ALT. CONNECTIONS ALT. EPC2 EPC3 $FA : ISTD. CONN. (11 1/2') Y i 9 0R ARC1 f RA ` yt. & I r c' r 1 ENDBAY ROOF 0R PC27 qA YY TTTT 1 BAY NUMBED \ -__" a•(� / FR s `c_ ` ,- / ► PURLIN ,T 1/2" PURLIN PPC4R 10" PURUN 'D7 DR PC5 A 1.1°' G E A 1 ROOF(R)/WALL(W) NUMBER 4„8,-___ 1` PG1 CLIP (BOLTED) ,� ----__r_______ A \ 7", 8 1/2" BUILDING SHAPE ,- ,� SECTION Air p s 10' DR ,T 1/2' PURiJNS e THE BAY/BUNDLE CGDE 2 3/4" 2 7/B" 'j `. �� F46 `... �`` . .- RAFTER IDE' ROOF/WALL TIFIES THE BUILDING 1 A I V E A I V D BAY THREE LAP BOLTS REOD. AT ALL LAP ENDS BOLTED CLIP CONNECTION /\� ,'� ,1" , 't, RAKE BEAM is. ,'S 4'�' REFER TO ERECTION ALL CLIP MARK NUMBERS DRAWINGS FOR AND LOCATIONS. (REFER TO CROSS SECTION) ALT. CONNECTION (10") STD. CONN. (1 1 1/2") 10" & 11 1/2" PURLINS o- �{' '4, A �,`r,4. 11 . �7eo9/aI/aelNEv. NO as SECONDARY BUNDLE LOCATION KEY °''`°'/o'�tl° ° °b PURLIN AND GIRT-mrn SIZES 1E+. octal/orJIrv- No ba PiJRLINS AT INTERIOR FRAME "" •a'/°'/°°l ffi`•"' °0 PURLIN CONNECTION TO END FRAME °"'av°H "`" � AN Ti-ROLL PURLIN CLIPS EN51B3 ALL SECONDARY DEPTHS f EN53G 1 10" 2540 n RSO 1 U CONTINUOUS PURLINS RS{}2 T ' CONTINUOUS PURLINS RSO3J1 WHEN REQUIRED BY DESIGN 4 1 2 A307 THIN NOTE: SHIM PLATE SHIM PLATE () / HEAD 6CLT (09663&) IIIIIIIob,IllrEAVE STRUT (4) 1f2" A3C7 THIN EAP2 PLATE QNLY REO'D. RaOF PkTCH RANGE PART NUMBER ROOF PrfCH RANGE PART NUMBER & NUT (095032) HEAD BOLT 096636 ( } WHEN CALLED .25 TO 1.99 N/A I .25 TO 1.99 N/A ENDWALL RAKE CHANNEL EAVE STRUT EAVE STRUT &NUT 095032 ( ) OUT ON FRAME 2.0 TO 2..+.9 N A / 2.0 TO 2,49 EsHi (RCHD-- AT 7' PURLINS BRACE STRAP II 10 i CR055 SECTION 2.3 TO 3.49 ESI-11 ESHi (1} 1/4-]4 x 1 Ifo" YCHB--) AT 8 1/2° PURLINS {RCHE--) AT 10" PURLINS +I (ESBS1) 1 I 3.5 TO 4.05 ESH2 « I 3.5 TO 4.R0 .52.O .00 ESH3 k WALL STRUCT FSNR (85307) (RCHC--) AT 11 1f2" PURLINS O �p1p1 SHIM PLATE 40" EAVE STRUT----I (PLATEli Ili* r: cc o • IN .� m ? io z11 a c EAVE STRUT EAVE STRUT BRACE STRAP (ESBS 1) AT 8 1/2", 10", 1/2" PURLINS. USE.441 (I UCP051050) AT 7" PURLINS. SHIMS PLATE (SEE CHART) (2) 1/2" X 1 1/2"fi A325 HOLT (49080) p 3 j SHIM PLATE' (SEE CHART} PLATE (EAP1} SiDEWALL COLUMN jato 1 <� 11•001,ROOFBEAM USE A325 1/2" X 2" BOLT (097280 ) (SEE CH RT} PLATE (ERP2) StDEWALL-. COLUMN 1 AO �� ' 7 USE A325 IN LIEU ROOF BEAM 1/2" X 2" BOLT (097280) 4F (49Q8D) SHIM (sem \ CHART) (2) 1 A325 ROOF SEAM /2° X 1 1 /2" BOLT (49080)« FRAME SHIM PLATE IN LIEU OF (49080) •USE 1/2" x 2'° BOLT EAVE STRUT AND s� l SHIM PLATE ROOF PITCH RANGE PART NUMBER EAP2 PLATE TO FRAME W/ -v r A325 BOLT (097280) DU NOT FASTEN. ROOF t'IT H PART .25 TO 1.99 I N/A BOLT EAVE STRUT AND EAP1 PLATE 7O FRAME Ar/ oro PL IN LIEU C F 49080 r 'G- � ,.4111*...„.. SGT } \ ( ) RANGE NUMBER 2.0 TO 2.49 N A / (8) 1/2" X 1 ,f2" 4lr A325 80 LT (49DB0}• vpP PURLIN MUST BE .z1, Ta 1.39 N/A 2.5 TO 3.49 ESH1 A325 BOLT (4908C)* -- gyp. �� / �, '��-•1'-a" AT 7" & 8 1fz" OUTSET FREE TO ROLL 2.0 TO 2.49 ESH1 , USE 1 /2" X 2" 3.5 TO 4.00 ESH2 « oL rd q', N. *1'-D"' AT 7" & 8 1/2' OUTSET -3.e. -17-A.1 '-3" AT 10" & 11 1/2" OUTSET 2.5 TO 3-49 ESH2 A325 BOLT (047280) 1'-3° AT 10' & 11 1/2" OUTSET 3-5 10 a_.`!Cl fS L3 a IN LIEU OF :AVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS, (49080)LOW EAVE LOW STRUT SHOWN -NIGH EAVE STRUT USES SIMILAR PARTS, LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR REv. G7,07/0I/091 RN No-lm1 PR RIO, RAKE CHANNEL TO PURLIN RLv. CATE,07/0709iqP'' NO 00 STRUT CONNECTION REV. 0u1,05/17/I01aEv. NO 01 EAVE STRUT W/ ATTACHMENT PLATE `r" °a`E.....,f'°11""OPP EAVE STRUT Wf ATTACHMENT PLATE ""` `"r`'07/61I"" N00° EAVE STRUT CONNECTION RS1ORI I ALL PURLIN DEPTHS (ALL WALL PANEL) RS12FA EAVE AT INTERIOR FRAME R'S12PL INTERIOR FRAME R512PF END FRAME R512PH AT END FRAME �4pijl���iilli e 37929 5-2 /�ForyA4 V� 1 I `1 « a 1)1\0,1 1. UNLESS NOTED, USE 1/2 X 1 112 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.C THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR CQMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE c REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. rti VP B� ui gs 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY SED'S ,_ Ev car_ Dv [ -: +i r;oN BUILDER JOB Lefever Building Systems 1149358 (195084) THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS ' DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMBRACING, To +E HJtcel Energy GATE LOCATION 12/20/2011 Rifle, Colorado _ P BUILDINGS Awwcg'EC PROJECT Xcel Energy Rifle Operations Garage vARCO PRUDEN DGS BUILDERS POn 11020 A BiueScope Slee! Company vPC VERSfON 2.3e P AGEPORARY 12 NTS 12/20/2011 11:37:32 FILENAME a d�M451pn 01 BIUeSCdpO Oulkiortt�5 Noah America. OHC .. Xcel Energy Rifle Operations Garage Secondary Part Schedule Mark G1 G2 G3 G4 G5 G6 G7 H1 J1 Part 08Z1302417Q100 08Z1202417DQ00 C8Z25114171100 08Z2311415DD00 08Z2311414DD00 08Z1311417A100 08Z1211417AD00 00208,350100417 00108JS0404417 Part Mark Key 1 VCC07003090 2 PG1 3 H1 4 GFA106 7 2'-0" 6 1'-0 1/2" 5 2'-11" 4 3'-7" 3 3' -6" 2 4'-0" 1 1'-0" :Dimension Key Thick. Depth Lap 0.0600 8 1/2" 10 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 10 1/2" 0.0730 8 1/2" 0.0790 8 1/2" 0.0600 8 1/2" 10 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 9 1/2" Detail WS01G3,WS12A2 WS01G2,WS12A2 WS01G3 WS01G2 WS01G2 WS01G3/W�j I'W2' WS01G2,1#313 4- WS20F9 WS2OF9,WS20B2, W5apH2 f;Framed Opening Locations Id Width Height FO1 1'-0 1/2" 1'-0 1/2" Sill Ht. Frame To Dimen. 9'-6" 2 Jamb -L 9'-11 1/2" SW1B0 13'-0" CL BL 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. 1W1B1 24'-0" 50'-0" SECONDARY ELEVATION AT 3 Shape Name = OPERATIONS. Wall = 1 F 1W1B2 9' 11 1/2" 44. ``ot�llReio�ii�j� ..& �4 CL 12'-0" 111 CL THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT 3 BL FEV DATE BY DY:.BuniP ION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. cusraMEf'Xcer Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS POn 11020 P BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC V€RSION. 2.3c JOB a 11-29358 (196084) DA TE 12/20/2011 DRAIN WCHECK DGS PAGE 13 FILENAME a division of Blue Scope Buildings North America, Inc. 12/20/2011 9:40:17 Xcel Energy Rifle Operations Garage Secondary Mark Part GB 08Z3311417A500 G9 08Z3311416A500 Part Schedule Thick. Depth Lap Detail 0.0600 8 1/2" 3'-10 1/2" WSD1G3, W 'I'l - 0.0680 8 1/2" 3'-10 1/2" WS01G3,WIinpii, l 2 3 MII UM r.—.43--- -C.01P6fF.:1-- r1-04til6E e- 12-AFI-g, . Fg,. 0 - ui o c' N N ry G9 9 ©640, • I GB{Typ.l GB(Typ.) I 1W2B1 f�'— 1W2B2 BL 29'-0` CL CL 29°-0" {`r CL `' o REGf1/i, BL 5 l'-9" 4 3'-7" 3 3 6 2 4,-0" 1 1r -0°' 1imension _J D 60,-0" SECONDARY ELIEVATION AT A l ' a 37929 j ..' / i� i MOS'``` /,1) Key +, Shape Name = OPERATIONS, Wall = 2 i.t i Li' 1t /1.A \ 1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT A THE VP ENGINEER'S SEAL DOES NOT APPLY TO FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. BUILDER JOB OF WALL ANDR ROOF SHEETS. THE PERFORMANCE OR DESIGN OF ANY OTHER I v nrl.- av oLs�r, l + ION Lefever B Systems 11-29358 (196084] 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.cusroMar PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE jtcel Energy D.crE EXCEPT TO ANY DESIGN OR PERFORMANCE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocnrIDt Rifle, Colorado' 12/20/2011 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS BUILDINGS DiawPrcNECx REQUIREMENTS SPECIFIED BY VP. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. E'ROJECI Xcel Energy Rifle Operations Garage VARGO PRUDEN DGS INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BLLLDEFI9 GO. 11020 A BlueScope Stet Company vac vEasloa, 2.3e PAGE 14 1 2/20/201 1 9:40:18 FILENAM XCeI Energy Rifle Operations Garage ° PSD" of e+uescope B act's North Amer ca Inc. Secondary Part Schedule Mark G10 Gil G12 G13 G14 G15 G3 G5 H2 J2 Part 08Z1009315DD20 08Z1109717D100 CBZ1107617D100 08Z1104617D100 08Z1101617D100 00608ZS120241700 08Z25114171100 08Z2311414DD00 00408JS0106017 00308JS0404417 7 l'-9" 6 1'-6" 5 2'-6" 4 1'-5" 3 3'-7" 2 3'-6" 1 4'-0" EI Dimension Key Thick. Depth Lap 0.0730 8 1/2" 0.0600 8 1/2" 10 1/2" 0.0600 8 1/2" 10 1/2" 0.0600 8 1/2" 10 1/2" 0.0600 8 1/2" 10 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 10 1/2" 0.0790 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 1 BL Detail WSO4C2 WS01G3,WS12J2 WS12J2,WSO1G3 WS12J2,WS01G3 WSO1G3,WS12J2 WS01G2,WS12A2 WS01G3 WS01G2 WS20F9 WS20F9,WS20B2114/42oH2.. f1Part Mark Key 1 GCD052093 with 2 PG1 3 H2 4 VCC07003090 5 GFA300 6 GFA306 7 GFA106 (6)1/2" x 1 1/2" A325 Bolts Framed Opening Locations Id Width Height Sill Ht. Frame FO1 1'-6" 1'-6" 14'-3" 2 0 0 1W380 13'-0" G14 G13 G12 Gil G13 G14 CL G3(Typ.) 1W3B0 1W3B1 G12 24'-0" 50'-0" SECONDARY ELEVATION AT 1 Shape Name = OPERATIONS, Wail = 3 6 6" FO1 0 Gil 1W382 CL 13'-0" 5' 0" BL i To Dimen. Jamb -L 6'-6" " 4 37929 • • • • • \ 1v\ 1. UNLESS NOTED, USE 112 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT FS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT 1 REV OA1E ny DESCRIPTION BUILDEP. Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMER Xcel Energy LocanaN Rifle, Colorado PRO.iECT Xcel Energy Rifle Operations Garage NTS BUILDERS I'j, 11020 P BUILDINGS VARCO PRUDFN JOR 11-29358 (196084) DATE. 12/20/2011 DRAWN/CHECK DGS A BIue&ope Steal Company PAGE VPC VERSION. 2.3c 15 FILENAME. a mon oI BlueScope EuilaIngs North America. IAL. 12/20/2411 9:40:20 Xcel Energy Rifle Operations Garage Secondary Part Schedule Mark Part 07C2705411CC2D 07C2805411CC2C G16 JCP051170 G17 JCP051150 G18 01108ZS020941700 G19 08Z3302411Q500 G20 0822911417U100 G21 08Z0202417DG00 G22 08Z3311411A500 G23 08Z3011417A100 H3 00608,151200011 J3 00508JS1702211 J4 00708JS0302411 b' Thick. Depth 0.1130 8 1/2" 0.1130 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.1130 8 1/2" 0.0600 8 1/2" 0.0600 8 1/2" 0.1130 8 1/2" 0.0600 8 1/2" 0.1130 8 1/2" 0.1130 8 1/2" 0.1130 8 1/2" Lap 3'-10 1/2" 3'-10 1/2" 3' -LO 1/2" 10 1/2" 3' -LO 1/2" 10 1/2" Detail W520F2, 1,451L2 WS20F2 WS20F2, I/g01C4a' WS01G3,WS136.2 WSO1G3 WS20F2, W4i1em, WSO1G3r WSD1G3, WS20F9 WS20F9,WS20F2,WS20B2,WS2088 WS2032, W52Df 1.. G 0 G2 0 'Part Mark Key 1 PG1 2 VCC07003090 3 JTG1 4 J4 5 G16 6 G17 7 G18 8 G21 9 GFA206 10 GFA200 11 GFA106 12 GCE051024 +�/(,�) �y,,r 4,- -TS G19(Nest) C23 G22 (Nest) O 0 143 12' - CL BL 1W4B1 30'_0" 07C2805411CC20 H3 12'-0" 7 07C2705411CC20 12'-0" i44 B2 8 1'-8" 7 1'-10" 6 2'-6" 5 1'-6" 4 3'-10" 3 3'-6" 2 4'-0" 1 11-0" LJ Dimension Key 1. UNLESS NOTED. USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. CL 60'-0" 0 H3 OIs •/ 37929 29'-0" 12'- " CL BL SECONDARY ELEVATION AT D Shape Name = OPERATIONS. Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS, IT 15 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT D REV DATE DESCRIPTION P, Ill DER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMS Xcel Energy LocarloN Rifle, Colorado PROJEC t Xcel Energy Rifle Operations Garage NTS BUILDERS PC! 11020 P BUILDINGS VARGO PRUDEN A BlueScope Steel Company VPC VERSION: 2.3c Kon 11-29358 (196084) DATE 12/20/2011 DRAWN/CHECK OGS PAGE 16 12/20/2011 9:40:21 FILENAME. Xcel Energy Rifle Operations Garage Wvla'on of a ueScape eulld x)s Nunn Amerrca Inc. RCD SLUT BACKING PLATE MAY EXIST HARDWARE INSTALLED iN THIS ORDER•. * ill \ I:�• 11 10/ WALL BRACE ROD411111111611111 COLUMN / RAFTER HAUNCH ROD SLOT BACK{NG PLATE MAY EXIST HARDWARE IN57aLLED N THIS DRO FR: *0.CONNECT 2x r•I� NOTE IN INSET INTERFERENCE // AEU) CUT HOLES GIRTS AT WITH RADS WALL BRACE ROOFLANGE BRACE Bfl'i*t PAGE LOCATION acAION S vroAA+ FRAME ‘111111111111,,..... \ el' 41 lIllj411111111111111w ,- 111111 VA* .. BOLTS PRIMARY FRAME i qr. 1 1/2 o-. r"�3 * BRACE - F - CUP REOT) W/ THICK FLANGES COLUMN DEPTH SR LOC (CONTIN) D raA 2s' r -ID aj1 2e-+ THRD 42- r -1D 1/z" CLIP RECD W/ I W --- ALTERNATE 111111 CONNECT,ON @RAC€ hiLIIIL. .Y. iHRid 40' r-10 1/2' THICK FLANGES ALTERNATE —MENaEA ...., o •• Y o [ FLANGE BRACE (GAB-) DR (HFB- CONNECTION � - o c o - -- - ,�uacAi-7O.A�ES Ir. tog t, „Fe -1 FLANGE EA3GE w+u. Ttwcu.Lr r0 HE WEB Of THE FAM4[ MEMaEIe —� 2« imismitwommilimiwomemmilmeamm HILLSIDE WASHER tLw FLAT WASHER B" FLAT WASHER "A" HEX NUT HILLSIDE WASHER! FLAT WASHER "B" FLAT WASHER "A° HEX NUT 5 ONOARY / MEMBER INSET SIDEWALL BRACE LOCATION - 0� 14•®&I L... �J 2, '! CONHECTION5 FLANGE BRACE REQUIREMENTS: .4.4j -•• • r BRACE c63 18• 8 1/2' DIRT t'•-3' 11 1/i ¢ ' BOLTS GIRT C( FRA9lE wALL sECONDARY MEMBER BRACE LOCATION BRACE LOCATION RULE%1- ALL FLANGE BRACES ON GROSS SECTIONS MUST BE INSTALLED. RULE}12- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). S ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART #!ARK IS ACCOMPANIED BY (2). RULEIf4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILGN^v. RULERS- WHENEVER POSSIBLE, PLACE A,LI. SINGLE BRACES ON. THE SAME SIDE OF THE FRAME WEB. •• 10' Lt 11 1/2 PURLINS REQUIRE 3 BOLTS AT EACH END OF PURJN LAP. ;• TS FELD r• • r PORTAL _ •• • r �� DRILL H. •• •APPROX. - PROM BOLTING PLATE 0 BEAM WASHERS WASHERS RDD DIA. NUT A 0 HILLSIDE RDD DIA. NUT A B HILLSIDE 3/8' 095321 D96408 46040 0436573/8' 095321 096408 46040 043657 1/2" 095230 095872 095946 043657 5/8" 095233 095945 095946 043657 5/$' I 095233 095945 095946 043657 g FRAME A BOLTS COLUMN DEPTH BRACE LOCATION 3/4' 055235 095946 025948 _ 0-43655 3/4' 095235 495946 095948 043658 7/5' 095237 095947 055548 043658 O'rsnl2a" ,'-10 7/8" 095237 095947 - 095948 04365@BOLTS 1 095238 095745 DS 5949 043659 _ 2e'+ TKAu 4Y - 2'-10 I/2' /2 1' 095238 095948 095949 043659 4Y+ Th BD' 3'-10 1/2' 1 178' 095239 095949 055949 043659 1 1/a" J 095239 095945 095949 043659 O. onumnP/+a •N- „a P• ROC BRACT JG THRU ROC SLOT .o �„ - ROD BRACING THRU ROO SLOT E TYPICAL FLANGE BRACE CONNECTIONS WALL =LANCE BRACING REN.aTeda w .. WALL FLANGE BRACING Y. r..Tc7a N. It:/1. •- IBV MC, od FLUSH PORTAL FI RAME CONNECTION 9R07J4 OUTSET S.W. AT FULL ERM EW. CORNER COL ER12 1 LANCE BRACE CONNECTION AND LOCATION BR02H1 CCLUMN SHO'AN / RAFTER SIMILAR 3ROBAE CONT PJRLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BRC2J1 i SIDEWALL COLUMN SHOWN / RAFTER SIMILAR ?R07.J1 OUTSET SIDP.ALL COL (CONTINUOUS & SIMPLE) CORNER COLUMN A.NY ANDWALL GIRT �` GIRT FILLER ANGLE (GFA-) SS3D7 )W/ (4) 7' & 8 1/Z" GIRT 10" & 11 1/2" GIRT MAY BE SHOP WELDED (301 OR GCA-) A'FI. W1[01/09/01 nor. pc I � CLIP (P01) CUP // - (GOD-) CORNER % A- � GIRT Cur' GC17 'GIRT _ \�, , 9 -N. \P •, •A Ii 1'=0' AT 1'=3' AT GIRT CONN, AT 7` & 5 1/2' GIRT AT 10° & 11 I/2' CRIT ANY SIOEwALL OIRr } 01 -Q 0c" FRAME A t' 7' it 8 1/2' EW GORE 10' & 11 1/2' EW GIROS AT WIDE FLG BOLTED GIRT END�A11 CO.RNLTi /; POST J' KY. CATS 00/01 CDRN� POST G+SGE CUP •""v'.°4 0• t" GIRT FlLLER ANGLE (GFA-•) GIRT 11 (` ��I�. AT IFR ,I TURNED /IDEWALL C3RNER raps �yR�T L 1/4-14 x 1 1/4• I STRUCr FSNR (55307} Q 2 PL;R ANGLf �� DEVTtI + ! 1 4 AT 7', 1O" ✓ " CORNER POST "� ZEE C€E GIRT SHOWN GIRT SIMILAR ', j i 7' & 8 1/2. GIRT CUP PC1 ✓ ( ) 10' k tt 1/2" GIRT CLIP (CCD-) MAY B€ SHOP WELDED (GCS OR GCA-) ZEE REV, OATC, 01 /iG/1, IAF/ LA0. 61 /r J GIRT a • N•�CY GIRT /r�� R,> QyF� SEC - GIRT CUP (PGI) MAY BE SHOP WELDED (GCI OR GCA-) 7" & 5 1/2' GIRT CONN. AT COLUMN FlRD LOCATE AND DRILL (Z) 9/16" DW HOLES RAFTER FOR 60'LTS +Ti18LE GIRT CLIP (0020=) AT 11 1/2" OUTSET 255 CEE HEV. 3201/Ot/LIP DEV. X0 00 IN —� GIRx GIRT GIRT SHOWN GIRT SIMILAR i?R J t• GABLE GIRT _ RA}iE 4 1`-0' AT 7' k 1'-3" AT 10' & CONN. TO RAKE BEAM OP 9EA1Ed.. 0 .5 @ 1/z° GiR75 11 1/2' CIRFS BEAM CORNER P05 - 3 PLAT£ SHOWN IF T 10" NEEDED & 8 7/Y GiRF CLIP (PGI) k f, 1/2" GIRT CLIP (GOD-) 1/2 OR GCA EIJDWALL GIRT ZEE GIRT SHOWN CEE CYiT SIMILAR DGRNlDR ( ir GIRT DEPTH + 3/4" AT B t/2', + 2 1/4" hT 7', 10' CHRT FILLER (GFA-) W/ (2) R[Y. pAlG� 0t •1 R,,Y,. Np. OM1 ,t 1/2' ANGLE 55307 ♦ gds GIRT I• � `!�... CONN. 1 e �} / ♦moi �✓ `/ �Q � -0 f'-3" AT 10` & Norio: F1ELD NOTCH 6m- FLANGE WHEN FlAliGE 91014 ExCE[DS AT CORNER SIDfWALL CIRr ZE£ GIRT SHOWM CEE GIRT SIMILAR pp FRAME 11 1/2` CIRTS ENOrtAtL CORNEA COLUMN Y POST AEI'. WC 6i/OI/dP AEy. M. 00 L GIRT CONN. AT COLUMN WSO1G2 OUTSET SIMPLE GIRTS W501G3 OUTSET CONTINUOUS GIRT ` OUTSET GIRf5 ANY OUTSET GIRT AT EW, ANY GIRT AT SW ANY OUTSET GIRT AT EW, ANY GIRT AT SW WS12J2 j ANY OUTSET GIRT AT EW, ANY OUTSET GIRT AT SW HELD LOCATE AND DRILL (2) 9/1? DIAMETER HOLES IN ZEE DIRT TO ATTACH JAMB (2) 1/2' % 1 1/2» 9325 BOLT (49080) ZEE GIRT (JAMB SUPPORT \`\ GIRT) -�� i � ......7 -I'*��� ” 1II I '� ` ,OR �T _ r SECOND JAMB EACH � DEE CN A DOUBLE IS HEIR BACK 8' END Or MAIN ,wMB. F��i � ,,,,,,,40: DOUBLE FROM ..At. Ili. III�� JAMB A ,IAMB. SINGLE DOUBLE JAMS BASE n kJ" SECOND JAN& EACH CEE ON A DOUBLE IS HELD BIC# 6- FROM END OF MAIN JAMB. �1� �i � L� DOUBLE CONNECTION MB HEADER TO JAMB CUP (n1) DDDR HEADER EQUAL '' E TIAL ! �/ 40, , _001 �I I �4 �, tI I SINGLE ,IAMB FIELD DIAMETER To ATTACH ZEE III LOCATE AND HOSES IN JAA,Ie GIRT 3 I DRU. (2) ZU DIRT „AMB CLLP /4. 9/I5' BASE (PGI) 1 111 41CONNECTION,A(2) #.1 A 51NGLE JAMB 0 1 3. 3/4" �G a 6 Nji, gN'S ' � 1O. *�2I \'I BASE GIRT �y 11�.. aG1 1b O � s +�� f' `�- FlELD NOTCH COLUMN -*4 .� j ,N BASE BASE PLATE � '��-''��; C3RT TO CLEAR TO JAMB DEPTH I"Rr J.ANF �'P 7• 8 1/2- fid' 11 9/2" 7" JTD3 JIGS 5 1/2' 001 Jibs p � 10° JT04 JTC2 � 331 1/2' -- - 'ITU -SINGLE JANE (2) A325 1/2" 9OLT DIM. A+,�I x t t/2" a (49050) f/// �,.j `�� �I,. I .% (2} 1/2' A307 l}AN • HCAD BOLT (096s3b) CUP (PGI) ANCHOR RODS WTH HARDENED WASHER CONCRETE FS�dRJJ"I AT 24' q.C. (8Y 5UIL0€R) 6' I MP�X It. '. .. ..sr I BASE JAMB CAN THAN THE ALIEN JAMB MEMBER 8E 1 JAMB AND 2 0 2• () / HEAD BOLT &NUT (095052) _, E4 OEHI6 r I� I I.7, L i. 1/2' IXEPER SUPPORT DIRT SECTION ORT Al eL A307 THIN (486636) 1 1✓J —r -�_ � a s _ - -�-- LC.! A -A �- IO IO -- t_- SECTION .._."". A -A .. „� � GIRT CLIP (SEE CHART) 1/2° A347 HEAD BOLT & NUT (095032) $ j THNN81/Z" (096836) SINGLE OR DOUBLE JAMB CAN BE 1 I/2• DEEPER THAN THE JAMB SUPPORT GIRT J L I 0 Oj I 1 (4) 1/2" A307 THIN HEAD BOLT (096836) EOIJAL 3' EQUAL Q SECTION A -A ABB TNAN ALIGN GIRT ELEVATION CAN SE 1 1/Y" DEEPER T4f JAMB SUPPORT DIRT YAMS AND COT AT BI.. BG3_1S - 70" ( ) DIM_A 3 t/4" AT 7', @ I/2', g t/4" AT 11 I/2' �}�,�.� 13101Y' 10' GIRT GIRT ,Y1M9 CAN rMAN THE 4045 AIY.N JAI@ AND G:RT ZEE CEE 1 1/2' DEEPER 5t1PPDRI DIRT GriT AT 9.. TO JAMB G1 RT SHDVM GIRT SEMILAR SECTION ---•li- --} 1 A -A [-POI CLIP - 3 3/4' PGV1067 CUP = 4 ALK:N JAMB AND GIRT AT BL. AT T, 8 1/2", ,0' GIRTS 3/4" Al 11 1/2" GIRTS ✓ / SECTION I j I I A OPENING HEIGHT -A &NUT (095DJ2) AN 0ME:07/01/13 IRE% LA0. 00 I TO GIRT Rte. Dm: 01/81/OP +:N. 4600 E T JAMS BASE ATTACHMENT 4�"+..,IAw/iia IEY. N0. LIP HEADER TO JAMB HEY. Mit ol/Or/✓♦IRn. W.05 JAMB BASE TD GIRT AL1. aITL OT/01/OP li1f. NO. e< 4° O , BA_E GiRT AT C.,L..:MN WS2DB2 ,,AMB SINGLE OR DOUBLE JAMO, AN' ZEE 0157 W520F2 SIJGLL JAI/ WS20F9 ANY HEADER, ANY SINGLE JAMB WS251-12 ALL JAM0 AND GIRT DEPTHS W527B2 I ALL BASE GIRT DEPTHS WS2C3B SINGLE OR DOUBLE JAMB • g4sE GIRT DEPTH — T T T TT ,LT T T T T T ERECTION DRAWING PART MARK 2 1/2" 2 5/8" `� ....- i �/I- \ tl� \ `,�ai�lpli!!Ri!!l / 4. : ti Ap•. 37929 _ `..• +!��`pOS707=7'Z= di'`��1r7`x' I �_ 1, (\ .J_ tF 1/� . / r W111 0 (@30_15) - (531_15) - (602-15) - (BG3_15) - 10' (BG4_l5) - 11 ENOWALII 16lj 1; �.t• ,f1a ® 1+/SG7 ID /,r q JT .,P. 1 0 O ?• °$�"�pc.Rp3 O •G), 4" 7" 8 I/2" I/2" -.�., �� �.cS Ds ' GY /�'`J'i CONCRETE 'S'J 24" A"' 4-7 0.C. FlELD NOTCH BASE GIRT TO CLEAR COLUMN BASE / ,� � SIDEWALL O�(5 Otij'dk A•Og• cAa b, S 05_ .0^ `;-' FASTENER (BY 5/11.0ER) ADJUST. COL1Es I T ADJUST. CODES T T TI T BAY NUMBER GAGE GAGE 46' LIPS m INCHES LENGTH L.i rnilfimeters millimeters _ SNAP:'" I ` _ � , ROOF(R)/WALL(W) NUMBER DE PTH HAP 5 E SAGE BUILDING SHAPE 06 = 5 i✓2" 10 = 30' 11 = 11 1/2" ZEE 11 =0.113 E OW SAYE STRUTIZ = fl.Os9\ H - HIGH LAVE STRUT 13 = 0.068 14 - 0.079 15 = 0.073 16 - 0.060 17 - 0.060 THE BAY%BUNDLE CODE IDENTIFIES THE BUILDING ROOF/WALL PLANE AND BAY ]0 - ,0° 1/2' Es -Law LAVE STRUT to - O.D88 Hs -HIGH EAYE STRUT 14 = 0.079 BB •BACK rD BACK GEE ,s 0.073 FB =FACE TG B4cK cEE FF :AC£ TO FACE CEE ib - 0.06$ 17 - 0,050 2 1/2" 2 5/8" BASE GIRT AT CORNER COLUMN kE, °'SPT RIM'S SECONDARY PART MARK NUMBER AL, pdL97Ct - REV NP,m SPECIAL SECONDARY PART MARK KEY CMCEUEMILZEZCI SECONDARY BUNDLE LOCATION KEY �'' Aft SECONDARY DEPTHS =IC= PURLIN AND GIRT SIZES WS27D2 ALL BASE GIRT DEPTHS COMMON GENERA -ED MARY NUMBERS EN51B1 COMI/.QN GENERATED MARK NUMBERS" EN53F1 B 1/2" 216mm THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 WALL SECONDARY SED'S ItLV 1AIT BY DESCRIPTIONLefever BUILDER JOB P Building Systems 11-29358 (196084) PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE GENERAL CONTRACTOR AND/OR ERECTOR 1S SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Cusr0M[P0 JC 01 Energy GATE LOCATION Colorado 12/20/2011 Rifle, P BUILDINGS OHAw GOHECK PROJECT Xcel Energy Rifle Operations Garage VARGO PRUDEN DGS BUILDERS PO, 11020 A BlueScope Sleet Company VPC VERSION 2.3c PAGENTS 17 FILENAME a 6viaion or B(uescupe BUa Arg9 North America. Inc. 12/20/2011 11:13:20 Xcel Energy Rifle Operations Garage Covering Schedule Id #8 #9 Qty 20 20 Length 25'-6 3/4" 25'-6 3/4" Type PR PR Oper. Code:1=SQ,SQ Finish:K=KXL (Kyriar) Color:YW=Cool Egyptian White Gage OP 24 1 24 1 Fin. K K Color Yw Yw 0 4 Ice Damming Conditions Exist - The roof panels on this project has been" detailed for a UL90 rating Construction #64 or 253 - (Field Repair Fastener) (1 bags) #55308 #17-14x1" S.S. Roof Fastener IA Dimension Key 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 5 FT MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION, Direction Left to Right Right to Left T4 Trim Id T1 T2 T3 T4 Schedule Parts BS1,FPRFI,GGC3,MCC1 (8)HT14,(2)HTO5,(6)RGC152 RRC30,SPC30 BS1,FPRF1,GGC3,MCC1 Accessory Schedule Qty 2 Color Details Cool Zinc Gray RC3BN1 Cool Egyptian W4L1 EN52A1,RCOOA1,RCO3B1,RC04B4,RC34D1 Cool Zinc Gray RC3BC4 Cool Zinc Gray RC3BN1 Part 3070 PR/LR Door Trim Kit (500/700 Series) T2 Tl AL THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP, THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. (20)#9 (20)#8 60 0 T4 T1 ROOF COVERING PLAN Shape Name = OPERATIONS THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 BL ottele 37929 ROOF COVERING PLAN nir REV DATE EY DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING, cyst OME XceI Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS PCs 11020 P BUILDINGS VARCO PRUDEN A BlueScope Steed Company VPC vERSION 2.3c JOE,. 11.29358 (196084) DATF 12/20(2011 DRAWN+CNECK DGS PAGE 18 12/20/2011 9:40:22 FILENAME, Xcel Energy Rifle Operations Garage NorthAmerica,c Covering Schedule Id Qty Type Start Length #1 9 PR 28°-8 3/8" #2 9 PR 28'-8 3/8" Oper. Code:D=SQ,RT Oper. Code:C=SQ,LF Finish:K=KXL (Kynar) Color:YW=Cool Egyptian White Gage OP Fin. Color Increment Direction 26 D K YW 26 C K YW - 9°1 — 9" Left to Right Right to Left Trim Id T1 T2 T3 T4 T5 T6 Schedule Parts (3 .3) BG2115, (5) BT10 DFT05,JTO5 DFT05,HTS03 TDFH03 (2)CP12 (6)RCL10,(2)RKF20,RKF16 Color Cool Zinc Gray Cool Zinc Gray Cool Zinc Gray Cool Zinc Gray Cool Egyptian White Cool Zinc Gray Details EN52A1,RC00A1,WCO1AB,WCO4G1,WS27B2,WS27D2 WC24A1 WC24A2 WC24A4 WC20A1 RC30E1,RS10R1 W rn CO co m m M Covering Schedule Id Qty Type Start #3 20 PR 22'-9 Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:YW=Cool Egyptian 0 ea Length 3/4" White Gage 26 OP Fin. 1 Ef Color Direction YW Left to Right Trim Id T1 T2 T3 T4 Schedule Parts (4)BG2115,(6)BT10 5CE75,(3)CP510,DN1,(5)DST1 (2) CT12 (3)EG203, (6)GRA10, (6)PCA10B, (21)STR2 T4 Color Cool Cool Cool Cool Zinc Gray Egyptian White Egyptian White Zinc Gray Details EN52A1,RCOOA1,WCO1AB,WCO4G1,WS27B2,WS27D2 RC38P1 WC20A1 RC03B1,RCO4B't,RC32B1,RC39A3,WC04G1,WC11F1 120) *3 Ti BL 60'-0u COVERING ELEVATION AT A Shape Name = OPERATIONS, Wall = 2 � 11ii llllh,i,, Arj* 611 37929 1 I -V4 U 1. PRE -DRILLING 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 5 FT MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT 15 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT A BL tt'L\V\ REV '7' T F DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSrOMF cel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS POA 11020 P BUILDINGS VAPCO PRUDEN A BlueScope Steel Company VPC VERSION 2.3c 11-29358 (196084) DATE 12/20/2011 ORAW NlCHFC.K DGS PAGE 20 12/20)2011 9;40:25 FILENAME Xcel Energy Rifle Operations Garage a d,vdsion of B ue5cepe BoIdings North America, Inc Covering Schedule Id Qty Type Start 44 9 PR 281-8 45 9 PR 281-8 Oper. Code:D=SQ,RT Oper. Code:C=SQ,LF Finish:K=KXL (Kynar) Color:YW=Cool Egyptian White Length 3/8" 3/8" Gage 26 26 OP D C Fin. K K Color YW YW Increment Direction Left to Right Right to Left - 9 " -9" Trim Id T1 T2 T3 T4 T5 T6 Schedule Parts (3 . 3) BG2115 , (5) BT10 DFT05,,ITO5 DFT05,HTS03 TDFH03 (2)CT12 (6)RCL10,(2)RKF20,RKF16 Color Cool Zinc Gray Cool Zinc Gray Cool Zinc Gray Cool Zinc Gray Cool Egyptian White Cool Zinc Gray Details EN52A1,RC00A1,WCO1AB,WC04G1,WS27B2,WS27D2 WC24A1 WC24A2 WC24A4 WC24A1 RC3OE1,RS10R1 CO CO M ry (9)#5 m N N m n n T1 m w 03 m 0 (9)*4 E4 CO N N T3 T4 24'-2 3/8* H co 1' 50'-0" COVERING ELEVATION AT 1 Shape Name = OPERATIONS, Wall = 3 •cx 410NAL „0 BL 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 5 FT MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT 1 cYuu% v004 :AYE BY DE SCRIPTION BUILDER etever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMEFI _ cel Energy LOCAT ICN Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS PON 11020 P BUILDINGS VARGO PRUDEN A BlueScope Steel Company VPC VERSION- 2.3c JOS 11-29358 (196084) DATE 12/20/2011 DRAWN,'C Sr.K DGS PACE 21 12/20/2011 9:40:28 FILENAME Xcel Energy Rifle Operations Garage a division or BleeScooe Buildings North America, Inc. Covering Schedule Id Qty Type Start Length #6 8 PR 22'-9 3/4" #7 12 PR 6'-9 1/4" Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:YW=Cool Egyptian White Gage OP Fin. Color 26 1 K YW 26 1 K YW Direction Left to Right Left to Right Trim Id T1 T2 T3 T4 T5 Schedule Parts DFT12,DFT05,JT12,JTO5 I)FT12,HTS12 (0. 8)BG2115,(2)BT10 SCE75,(3)CP510,DN1,(5)DST1 (3)EG203, (6)GRA10, (6)PCA10B, (21)STR2 T5 Color Cool CooJ. Cool Cool Cool Zinc Gray Zinc Gray Zinc Gray Egyptian White Zinc Gray Details WC24A1 WC24A2 EN52A1,RC00A1,WCO1AB,WC04G1,WS27B2,WS27D2 RC38P1 RC03B1,RC04B+f,.RC32B1,RC39A3,WCO4G1,WC11F1 #6 T3 I. (3)#7 } 42 ?#6 F I (3)#7 (2;,p6 (2)#6 F37939 H #6 T2 T2 431#7 T2 r (3)#7 T2 { H �i� F ..:.=-1.1 1 *a1110 RE(3/ / °t) O , .... 'i". Iii, Nvi a 1 12'-0" 12'-0" BL 3 3'-4" 2 1'-10" 1 2'-6" nDimension Key 11 60'-0" 12'-0" 12'-0" COVERING ELEVATION AT D Shape Name = OPERATIONS, Wall = 4 1 BL 1, PRE -DRILLING 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2, STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. PANELS SHOWN WITH A LENGTH LESS THAN 5 FT MAY HAVE TO BE FIELD CUT. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT D V NATE DESCRIPTION UILDLR Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOMEI (cel Energy LOC TION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS PG* 11020 P BUILDINGS VARCO PRUDEN A BlueScape Steel Company VPC VERSION: 2.3c JOB '1 11-29358 (196084) nA1E 12120/2011 ORAWN'CHECK DGS PAGE 22 12/20/2011 9:40:27 rILENAME. a dhAsion of BlueScope Buildings Nonh America, Inc. Xcel Energy Rifle Operations Garage F - FEET G - GAGE CX"• - COLUMN (PLATE) PR NALL PANEL NARK NO.: W F F I I E G G O C C C F • FEET 3/18" 1/4' TAPE MASTIC r0' I'-0- 1"-I)' FACE OF t RAMS FASCIA I - INCHES 4 OPERATION CGx••• -COLUMN (GAGE) LENGTH coop =INCHESI/4-14 % x 7/8" ROOF COW. (80390} RAKE WALL PANEL 1 1 4• CLOSURE (RMF-) E =EIGHTHS C FIH COLOR I . PR Ra0F PANEL NAR NO.: 4 F F I I E C G 0 C C C E - EIGHTHS STITCH FSNR 1!4-14 x 7/8' ROOF (RCL-}` PANEL/COVERING = WCX-, COLUMN (HOTROLL) LENGTH WOE PR RIDGE PANEL HARK NO.: P F F 1 I E 0 G 0 C C C G- GAGE STITCH FSNR 2 PER INT RIB AND - ■ 1 1/a` ROOF STRUCT FSNR 1"-0` D.C. W 1 3 1 1 7 2 6 1 KID • F F I EGG 0 C C G Rax... - RAFTER (PLATE) BGx"••- RN -PLR GAGE (GAGE) 0 • DPERAnON LENGTH CODE C - RN/COLOR ANTI -CAPILLARY BEAD 4 PER SIDELAP RIB A.4111 12-14 1/4' c ROD. if i I + i, BOTTOM OF ROOF SHEET A ILt2-t4 CONT 80390 TAPE MASTIC ( ) LENGTH COX WR%••• -. RAFTER HEOTROLL ( ) 3n' COVERAGE STRUCTxFSNR , a ' TRX-. TRUSS RAFTER PER FOOT %1I Old 1 i� INSULATION = 2.. SMOOTH c !_ 3 i 114 �It - I B 1 3 0 1 0 n 0 3 D w VrP. •• F F F 1 I 1 1 1 1 E C C ICx--" = INTERIOR COLUMN PCx•'A - PIPE COLUMN _ 4;71 f` EXTERIOR SURFACE 1 7/15' --- 1. STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS FOUND IN THE ERECTION GUIDES. REFER TO THE ERECTION GUIDES FOR OTHER DETAILS, INSTALLATION PROCEDURES AND 1 1/4-14 x 7/8" ROOF ENDLAP STITCH FSNR 1 PER PURUN AND & RIDGE CAP $ LENGTH WIDTH THK CODE TCx"" =TUBE COLUMN i 2 3'/32---{ I J GD5RING EDGE ACCESSORIES NOT DESCRIBED IN THE SEC'S. - 2 PER SPACING I 4 __ 12-14 x t 1/4" J Y'^ j � 111111111 $ DALE OTRpCC FSNR SEC0N0AR (STAN[)ARO)_ 0 8 Z 1 9 1 1 4 1 7 •• FFIIECC EPx"•" - ENDPOST (PLATE) EGx•"' - ENOPOST PANEL RfEt ROOF AND WALL PANEL (PR) 2. OIL ATMASTICANDIMSEALANTCLSOCAiIONS.E FREE OF DIRT AND - STRUCT FSNR /4. ROOF I 1 PER FOOTft v_! ili n Ex E.ALL 12-14 x 1 1/4' STRUCT FSNR (GAGE) 2 _ 2) PER FOOT 0 PANE RIB '1 DEPTH L LENGTH GAGE ADJUST.CODES SHAPE COP.' = CANOPY (PLATE) RPR WALL PANE. MARK NO.: R 9 F F 1 1 E 0 C 0 C C C __,Ii 1/4-14 x 7/8' ROOF n PURLIN BEARING EDGE STITCH FSNR r INTERMEDIATE PURLIN E } 1) PER FOOT 0 VEE R.8 SECONDARY (SPECIAL) CBx'•' = PIGGYBACK CANOPY LENGTH CODE 6' 0.0.. FOR FIRST 4 RAKE CHANNEL 001052 1 9l 1417--- 10'-0' UPSLOPE F F 1 ICC 0 DCC'•' = 8 1/2' GAGE POST 36" COvERAGE 12-14 X 1 1/4" ROOF AT SIDELAP DC10" GAGE POST SEE • 600451 FOR STD PATTERN ,� I1 I /4-14 x 7/8" COLORER OEPTHAI LENGTH GAGE AIS1U5Tt00ES E""• = 12' SMOOTH STRUCT FSNR 12-1♦ 1 I/4" ROOF 'I YOALL STITCH SHAPE TYP"I I� E7lTiRDR 1 S/16' ! x i� �Jf STRUCT FSNR ! t! �1 ■■ O 1`-0* OCfSNR SuRFaCE 1 C04B,. ■ IFF11 ROD BRACING -i 2 31/32' SEE FOR UL90 PATTERN 3 PER FOOT BUILDING EAVE PR, VR DR RPR 0 3 9 5 2 5 1 0 h- PANEL SIDELAP WALL PANEL II l R • I FOR ICE DAMNING PATTERN Nate: .RPO CVT VR a W 71 A ,12 LFI RPR WALL PANEL SEE3=6 MIM 11,4 PANDAR1ix ROOF PITCHIXCIiC! 112 " °"° 0S01f01K NO 00 MARS NUMBER KEY 119E4p7G0�fQ1/41 ROOF PR/RPR PANELS RRYpTE.07/01/09;REV. CC NOTES RLv.WECL/75/0'"iCO00 4F/'WRwrot/b1, PANEL R18 Poor +111+.0R1C72/0+/00ROV.NO02 RIB ROOF RAKE TRIM EN5OB1 COMMON GENERATED MARK NUMBERS EN52A1 PR & WALL RCOOA1 FASTENER PATTERNS RCO381 PANEL SIDELAP RC0484 U.L. 90 RATED; ICE DAMMING RC3OE1 PANEL ALL PURLINS, PR, VR OR RPR WALL OVER 2:12 PANEL RIB INSIDE CL RIDGE HAPLY 3/!6' 1/4' RAKE OASC'A EAVE GUTTER (EG-) SEE ERECTION DWGS FOR gUANi1TY OF 12-14 x 1 1/4' CLOSURE (80730) 3/16" R 1/4" TAPE I MASTIC (60390) BOTH SIDES OF FACE WALL OF PANEL 1 4' 1/4-14 x 7f$' ROOF STITCH FASTENER y 1'-0" O.C. �t RIDGE ROLL RCC_ ( ) RAKE FASCIA {RKF-) x TAPE MASTIC (90390) UNDER RIB CAP RAKE RIB CAP {RRC_) APPLY 3/L6' K 1/4' TAPE /16' (RKF_) �\ PANEL RIB FILLER (FPRF1) FASTEN IN BIRD STOP (651) cCUT PLACE W/ 4 POP FASTEN IN PLACE W/ 4 POP RIVETS DOWNSPOUT STRAP. FASTEN TO WDAL.L )PANEWnHr /,/ DOWNSPOUTS 00 AND TAB HALE IN EAVi GUTTER (EG9) ROOF STRUCT FSNR 1 PER STRAP CLOSURE Ark :1f� ISI .I �I - wP, OUTSIDE CLOSURE PANEL RIB (80140) VEE RIB (60362) RPR (80130) 1/4-14 x 7/8" ROOF STRCH FASTENER 2.-0' O.C. F=6) PANEL RIB ROOF 3/16' x PANEL 5 CONT. TAPE PANEL (ITT-) J/8" {80349) MASTIC CAF RAKE FASCIA TO ACAPNDER NIN 3` . A- MASTIC )UNDER THIS EDGE OF PEAK CAP 2-L4 X 1 1/4' ESN PER PEAK CAP f 2222 RIVETS frt44.7 i A •PLASTIC CORNER ! CAP (PCC1 OR METAL CORNER �2• EU'iTE'! CLOSURE GAC- FASTEN IN PLACE W/ 10 POP RIVETS SEAL INSIDE PERIMETER Dr CLOSURE W/ WALL STITCH FSNR TOND TAB SECURE BOTH HALVES OF STRAP (DSit) TDGEII+ER '/"1R�� • '+ 0' f� `\�4 V ` 410. 10 �� W." �,, I;i4 SEAL NIPPLE TO GUTTER CONNECTION YONT( BRONZE TUBE SEALANT (60507} DOWNSPOUT NIPPLE (DNI) FASTEN Ih DAVE GUTTER W/ B POP RIVETS DOWNSPOUT STRAP* (CS) FASTEN TO WALL PANEL WITH 2 POP RIVETS •2 STRAPS PER 10' SECT DN 2 t 1/4-14 x 7/8'' sT1TCH FSNR_. I P172 STRAP �' GRAM (STR2) GUTTER STRAP UNDER ROOF PANEL 3'-D' G.C. �'� ,• W.P. 3/16" x 7/8' TAPE MASTIC (80349) 9N TOP DF GUTTER STRAP 1/4-14 x 7/8' HALL — 3/8" BEAD OF SKINNING ATTACH {SPC-) TO CAP (MCC') WJ BRONZE TUBE OF OONNSPDUT. TYPICAL OF EAVE )CUTTER STITCH 1599 1'-0" O,C. SEALANT (80507) AT ENO PANEL TO HT- TRIM :RKF-) RIVETS W/ 6 PEP ♦ 8 POP RIVETSSEALANT CUT AWAY EITHER STRAP TYPE. �� HAVE CUTTER 1/4-14 7 I 6" PANEL CLOSURE (805 (80507)) SHADED AREA ALTERNATE STRAPPMG CONNECTION EDSTEN T T (06510) (00 ) x ROOF STITCH 1 PER STRAP FSNR ANGLE (PCA-) CAP SPC-) y�j "Y./�>i%i: 45` EAVE CUTTER (EG-) FASTEN TO DOWNSPOUT NIPVET'S W/ 3 POP AND 1 PER FOOT WALL PANEL ROOF PURUN L''.1 NOTCH DETAIL A -A DOWNSPOUT ELBOW (5CE75) FASTEN TO NOTE: DOWNSPOUT IV 2 POP IVETS FEED BENDING (CS) STRAP TO DOWNSPOUTS SHAPE REOUiRED KV. D1m07/01/00 RLY nm PANEL R15 W/ EAVE 3UTTER ,,.. w7C07/01/19 111/.1mm PANEL re. 0412101/01/00 RFV. 14100 RAKE FASCIA C2orteaurriI EAVE GUTTER CORNER ASSEMBLY I KV. RAY ND PANEL RIB RC32B1 PR, VR OR RPR WALL RC34D1 RIB ROOF RIDGE ROLL ENDLAP (OVER 2:12) RC38C4 I METAL PEAK CAP ATTACHMENT (P -RIB 900F) RC38N1 ALL SYSTEMS RC38P1 DOWNSPOUT ASSEMBLY ALL SYSTEMS GUTTER RC39A3 STRAP ATTACHMENT (wTH ICE DAMMING) CBAI 9G- _ 1/4-14 x 7/8' WALL FSNR. 1 PER SUPPORT STITCH ' .- _2222_ FACE OF WAd.L PANEL DOOR FLASHING PANEL RIB WALL PANEL ' I PANEL RIB LINER AND 1 PER GIRT SPACE 2 FSNRS REVD WHEN SPACE :..."-EAVE QR RAKE MEMBER BOTTOM OF ROOF SHEET 1/4-14 TJe" PR, VR 0R RPR NOTE: A CONO, FSNR. MUST BE LOCATED ExCEEDS 6' 0' @ x WALL 'STITCH• FSNR. PaN0. /I1 WALL LESS THAN 8" FROM EACH END OF THE BASE MEMBER. 3/16" x 1/4" TAPE VASTIC (80390) 12-14 x 1 1/4'( WALL STRLICT FSNR. INTERMEDIATE WALL GIRT BETWEEN AND WALL A1` OUTSIDE OF WALL RDOFE PANEL W.P. FACE PANEL 1"-0" D.C. WRIB ALL 12-14 x 1 1/4" 1 PANEL RIB WALL PANEL SECTION A -A HEADER 2 PER FOOT ` HALL STRUCT FSNR. TRIM (HTS-) INSIDE CLOSURE RS (80130) VEE RIB (80360) PANEL (g4140)�h'. `41,4, WALL STRUM' FSNR 2 PER FORT 0 PANEL RIB 1 PER FOOT 0 VR & RPR SASE ANGLE (BA-) a SHOWN, NAY BE OASE GIRT (gG-),4 - OR CDNCEALEO BASE (DHA) ,/ '-""—��12-14 x 1 1/4" WALL STRUCT FSNR. 1 PER FOOT AT INT GIRT$ BASE MEMBER 12-14 x 1 WALL STRUCT 2 PER FOOT 1 PER FOOT { 1/4"' FSNR. 0 PANEL F58 0 1/R & RPRRPR - DAVE STRUT - ��I t'-0' D.0 11 I 12-14 x 7 1/4" WALL STRUCT 1 1 D.C- 407,00.,... %PANEL 1YVALL STRUCT/4"�� BASE FINISH FLOOR DR TOP OF CURB WALL 12-14 x 1 1/4" WALL STRUCT FSNR. 2 PER FOOT % f� f PANEL SIDELAP P.R. VR WALL PANEL OR RPR - OUTSIDE CORNER FLASHING (CT-) f JAMB TRIM a 4' p C �/ DOOR FLASHING A TRIM (sr-) CONCRETE FASTENER 24' O.C. (BY BUILDER) ' -. (Jr-) DOOR HEADER • SASE OF WALL ATTACHMENT RLI. ENR207 01 00 FRY. ,0 .00 07 . !.0.2 02., 143.,1/011 RD00 PR, VR 8,c RPR WALL REY. b11R.c01 1/79 , ro � REV. 0112.01/71/°Y REV. 1D 00 W. �Y,1E77/01/00 RRY. 4000 TRIM WC01,AB PR, 1/9 OR RPR W/ BASE TRIM WCO4G1 PANEL RIB WALL FASTENER PATTERNS WC 11 F1 AT EAVE STANDARD EAVE PURUN WC2CA1 OUTSIDE CORNER TRIM PANEL .RIB WALL WC24A1 JAMB TRIM AT OVERHEAD [DOOR PANEL RIB WALL WALL AT DOOR HEAD OVERHEAD DOOR OPENING r 12-14 WALL FSNR. 1•-0" - SECTION A -A x 1 1/4",I STRUCT 0.0. 00 „y A SEAR. SKINNING SEALANT Ip I WITH (80507) tl ...- III' WINDOW 1 �• IREO'D.� S11 Ill 111i I I1l 12_! WALL FSNR. 1'4" PANEL RIB WALL PANEL FIELD NITER (TDF-) As' 1/4-14 x 7/8"37929 WALL STITCH FSNR. 0' 0.C. �p FLASHING 4 x 1 1,4• STRUCT D.C. ��111I1. ..ff![Nth �� • 4 REfa`iii (....,„ V;1���' T. ••. • . '4_ "! ,�. "fi"\I" //. 41 KY 5112,01/01/04 SILL TRIM WC24A4 FRAMED OPENING (PANEL RIB) 'T) ` 1 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED 13Y VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 COVERING & TRIM SED'S RE v DATE DESCRIPTION MILDER R JDO x Lefever Building Systems 11 11-29358 (196084) THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GUSTOMEF keel Energy /,J DATE ■ LOCATION Rifle. Colorado P BUILDINGS 12/20/2011 . OPawr4cPF� .-� PROJECT Xcel Energy Rifle Operations Garage VASCO PRUDE N DOS BLEEDERS PCA 11020 A BIueScope Steel Company VPC VERSION 2.3c PAGE 23 NTS 12(20/2011 11:13:20 FILENAME Xcel Energy Rifle Operations Garage adlvson of 6luescope Buildings Nona America,Inc Z—PURLIN CONNECTION TO PU R IN NOT BY BLUESCOPE IHANGER LOAD Z—PURUN ANGLE HANGER (CONNECTION TO PURL NOT BY BLUESCOPE) HANGER LOAD Z—PURUN CONNECTION TO PURUN NOT BY BLUESCOPE) ENT PLATE OR STRAP NOT BY RLUESCOPE) HANGER LOAD WEB HANGERS FDR 1/2" DIAD, BOLT TO PURLIN CONNECTION-- MAX HANGER LOAD -15001b5 PURUN MUST BE SPECIFICLY DESIGNED FOR LOADS GREATER THAN 500 LB, SEE NOTE P. WIDE THROAT BEAM C—CLAMP MUST NOT BEND DR CONTACT PURUN LIP (NOT BY BLUESCOPE) DO NOT USE A HANGER DEVICE THAT CAUSES DEFORMATION (FLATTENING) OF THIS FLANGE UP HALF FLANGE WIDTH Z-- PURUN HALF FLANGE WIDTH HANGER ROD (NOT BY BLUESCOPE) Z—PURLIN FIELD DRILL HOLE FOR ROD IN BOTTOM F Gi OF PURLIN (7/16 MAX HOLE) VERIFY OVERALL PURUN DESIGN CAN TAKE APPLIED LOADS. SEE NOTE #2 MAXIMUM LOAD SUSPENDED FROM BOTTOM FLANGE (LOCATED AT HALF—FLANGE WIDTH) THICKNESS MAX LOAD THICKNESS MAX LOAD 0.060" 0.068" 0.073" 0.079" lifts 1201139 1 40 be 1801bs 0,088" 0.098" 0.113" 200Ibs 2501bs 2501bs FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH FROM WEB, USE HALF OF THE LOADS SHDWN ABOVE. BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER (TOP FLANGE SIMILAR) (TOP FLANGE SIMILAR) DO NOT USE ANY OF THE DETAILS ABOVE IF ROOF SLOPE IS GREATER THAN 4:12 AILS ABOVE FOR EACH PURLIN HANGER ASSEMBLY (NOT BY BLUESCOPE) HANGER LOAD Z—PURUN HANGER ASSEMBLY (NOT BY BLUESCOPE) DOUBLE PURLIN HANGERS IHANGER LOAD VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS. GENERAL NOTES 1. CONCENTRATED LOADS GREATER THAN 5QOIbs ON ANY SINGLE PURUN MUST BE EXPUCITLY LOCATED .AND DESIGNED FOR DURING DESIGN OF BUILDING SYSTEM, 2. CONCENTIATED LLOAAD((IIbs LOADS MAY BE CCOLLATTEERALT�LOAD (PSF) CONCENTRATED SPACING LOADS t) OLLIbs/ftWLE=EPURUNMAX SPAN (ft). HANGERS SHOULD BE SPACED APPROX. EQUAL. (f IP P MAX= 0.5w1 r �P P JP I P 4 P r P P P MAX= 0.4wI P MAX= 0.25w1 iP IP r iP tP P MAX= 0.2wI P MAX= 0.15w1 6 OR MORE HANGERS PER PURLIN P MAX= W x HANGER SPACING EXAMPLE: A PIPE IS SUSPENDED FROM A PURUN AT 3 LOCATIONS EQUALLY SPACED BAY SPACING = Z4 --0'I PURUN SPACING = 5'-0" SPECIFIED COLLATERAL LOAD = 5 PSF W = 5 P5 F x 5 FT = 25 PLF L = 241—ON PMAX — 0.25 x 25 PLF x 24'—O" — 150 LBS AT EACH LOCATION THE PURLIN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION CAPABLE OF SUPPORTING ACTUAL APPUED LOADS. 3, FOR LOADS GREATER TI -AN 250 lbs, PURLINS MUST BE "BLOCKED" AT LOCATION OF LOAD TO PREVENT PURLIN ROTATION. 4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. 5. Z—PURLINS WILL DEFLECT UNDER SNOW AND WIND LOADS. ITEMS THAT MAY BE DAMAGED DUE TO DEFLECTIONS, EX. GAS LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES ±L/180). 6. THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) REQUIRES SPRINKLER HANGERS TO BE DESIGNED FOR A MINIMUM LOAD OF FIVE TIMES THE WEIGHT OF THE WATER—FILLED PIPE PLUS 250 POUNDS. THE HANGER ITSELF MUST BE ABLE TO SUPPORT THIS LOADING, IT IS NOT NECESSARY TO DESIGN THE SUPPORTING MEMBER FOR THIS LOAD IN COMBINATION WITH THE DESIGN LOADS. 7. SUSPENDED LOADS WILL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE TO EARTHQUAKES. 8. HANGER DESIGN IS NOT THE RESPONSIBILITY OF BLUESCOPE. 9. TOP FLANGE HANGERS SHOULD BE AVOIDED ON BUILDINGS WITHOUT INSULATION SPACER BLOCKS ON TOP OF THE TOP FLANGE. IF TOP FLANGE HANGERS ARE REQUIRED, PLACE THE HANGERS AT THE ROOF PANEL MAJOR CORRUGATION LOCATION TO AVOID DAMAGING THE ROOF PANEL WITH THE I -/ANGER WHEN THE ROOF PANEL IS LOADED OR WALKED ON. 10. WHEN BEAM C—CLAMPS DR OTHER ROD HANGERS ARE USED ON THE TOP FLANGE, THE ROD SHOULD NOT EXTEND ABOVE THE TOP OF THE CLAMP TO AVOID DAMAGING THE ROOF PANEL WITH THE ROD WHEN THE ROOF PANEL IS LOADED OR WALKED ON. 12. 13. DO NOT HANG ANY TYPE DF CRANE, HOIST, CONVEYOR OR ANY MOVING LOADS FROM THE Z—PURUNS, DO NOT HANG ANY LOAD FROM BBNA SUPPLIED PURLIN BRACES OR BRIDGING. DO NOT WELD ANY PART OF THE Z—PURUN. 14. HOLES MUST NOT EXCEED 9/16" DIAMETER UNLESS AUTHORIZED BY BBNA ENGINEER. DRILL 019 REAM HOLES WHEN REQUIRED— DO NOT FLAME CUT 31929 CONCENTRATED LOADS ON ROOF Z—PURLIN HANGER DETAJLS MANN m aa-mcm er REVERITT RBENTON P NUNSER; a0-054.-01 _MIST PCILASE Oen 02/26/10 ICYBOM_ONE 10/13/10 B P-081465 05 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP, THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 {J \-2.1 W\ Concentrated Load Planograph - P-081465 REV DATE dY DESCRIPTION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUSTOh IE (cel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS PON 11020 P BUILDINGS VAFCO PRUDEN A B!ueScope Steel Company VPC. VERSION: 2,3c JOB 11-29358 (196084) CATE 12/20/2011 CRAWNCHE.CK DGS PAGE 24 12/1912011 FILENAME a dv.&an of NueScope B oldnge Nort, Amevica, Inc. 9:50:55 xcei Energy Rifle Operations Garage 12/1912011 9:41:59 rIEENAndE. Xcel Energy Rifle Operations Garage e Bion of auescope autrings North S. inC. 12 STANDARD CLIPS " INSC PGIRT D % KEY TO MARK NUMHERS REFER T} EN50A1FRA �d N r l�?l !a 5'(FULL) ' PITCH QE -DPOST a O . \ 0 © O : 14 \ fl ' PIiCH CODE _T° , 2. DOOR JAMB CUP (OUTSET) I C 1 DJ DOOR JAMB } CUP (INSET) 3 J C 2 F `C ILGC OUTSET GIRT C C 4 INSETCUP GIRT 5 GC 6 INSETIRT CLIP 008 ER L CONN. CTORNRAKECHANNEL C C rY y OUTSET IRT (amu GFRAME) CUP GC 'I <ZN/PCHcODE Q 12 0,� O d QS. .� TO 12 ? I,. 12 0$� O /� * PITCH CODE TO 12 a 0 } 0 9/ p 2 © 1 0 l'.4 HCl Q Ri h GCC072 CORNER C: 1 OUTSET GIRT CUP (GEN.) GCD05 f Q GCE05�r •f Ci INSET GIRT CLIP `' GIRT ANGLE F FILLER LENGTH GFA -1 =1'-6' Q O p GIRT CONN. CLIP _ GIRT CONN. CLIP _ PURL IN CONN. CUP OUTSET GIRT lun+»s I I T I`-+ J CFA— I �NDR GIRT CONN. CUP JAMB BASE CUP (OUTSET] �C11 * (INSET) * CC1 CC1 CORNER CUP G C C D 7 2 8 4 >K "rail ( 0 C 9 = 1(�� ,�� L --.FEET j EA TOEAVE PURUN 0 PC 1 J3C1 ( � JC_- Q p ei,\ E `mp1�t.� ((ccErrws) Oda\ JAM® TO COL CONN, PLATE PSB__ PURUN '£IGHTH5 iNCF+�LENCTN STABILITY BRACE uCATEt7JixHE5 U CFE£T B PARTSTO BE 1 ire,. STANDARD TRIM/ �� r v Q..1 N 12 * f CT_- . - N- SHOP ASSEMBLED r21/1611 3/4" \ 7/8 " $ 1 ' r 4 NOM. LENGTH r \�•4 (LEFT HAND SHOWN) 1 T/tb 12 1� 1* �1 N. 11 Jy - - 8 5/8* 1 1/4 4 3/4' *TRIM COLOR NOTE* ) CET_ _± d Imo" d DESIGNATES COLOR SIDE AT HT «ITCH CODE 1 DF�EA t EFS. �� 4 VARIES �. � ---PITCH CODE- ZI14; 12 �'� LENGTH EG_ . TO NOM, LENGTHTD NOM. L-L/R s_ NOM. LENGTH NOM. LENGTH NOM. LENGTH 4. HAND PITCH �NOMH TO 12 L t TO 12 ADAPTOR TRIM AT_ BASE TRIM BT_ I CANOPY SAVE TRIM C _T_ CORNER F TRIM CT_ DOOR FLASHING D F_ CODE - 1 TO 12 EAVE ASSEMBLY [A_ LENGTH EAVE FASCIA EF NOMH LENGTH EAVE GUTTER EG_ EAVE TRIM T— r 12 . r- 12 1 1 I/2* 1 1/4"ce r 1" 4 g` : °0' $ 3 _ r IA till : 1 40 N. il _ n . T- nr L 1 , a 4 1/2 t•') �! N N 10.1111'' ON A �� \4ZI VARIES 1 1/4' 1/2" PKF . �E 4A Ni- RCF 111 GGCi*_ �. PT I ICF— 17/8" MS— N. ! HTS 1 1 4" 1 2" JT— MT ; r / LLNOM. __ * TO 12 DIMENSIONAL I NOMINAL CODE LENGTH L --PITCH CODE -e TO 12 NOM. LENGTH NOM. LENGTH NOM. LENGTH LENGTH NOM. LENGTH NOM. LENGTH NOM. LENGTH CUTTER CLOSURE GO C HEADER TRIM H T_ HEADER TRIM -r TS _ INSIDE RCORNER IM 1 C �� JAMB TRIM JT_ MASONRY TRIM — MASONRY EAVE TRIM \J T_ PEAK FASCIA P K F PANEL RIB FILLER F 1 CHROOF ANGE HFLASHING C F` 2 5/8"1 1/2" �/Ilr/ ti\ N.m ' 5/g r W N u a �,•.. Yom•, V ! 1 1 m n t 2 --Ii -. 37929 IV 10 i> 11 1/4"8<'n " 1 ° L a to 1 7/16" 3* s3/4 ' I VARIES 'N. ti 1 1 4 ' _ j_112-:.-- SEF ;ST SET 1 STC_— TL7 WRF x !,!/�� `1pNAL, \� RCL— RKF— y I� 14« ���",,� "--PITCH CCOE—* TO 12 -- PITCH CODE- TO 12 ��_ I �—DIMENSIONAL CODE NOM. LENGTH PITCH C{lDE—' TO 12 ff I NOM. LENGTH NOM, LENGTH NOM, LENGTH _ NOM. LENGTH NOMINAL LENGTH ` NOM. LENGTH r 4 1 NOM. LENGTH RAKE CLOSURE R �— RAKE FASCIA ,(� F— \ SOFFIT EAVE FLASH S F SOFFIT EAVE TRIM SCT L J SOFFIT TRIM ST (ROOF EXT) STC _ TUF-UTE TRIM T LT� WALL TC DOF W F_ -- — THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 MRD19 drawing REV DATE By DESCRIPTION BUILDER JOB e Lefever Building Systems 11-29359 (196084) THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. cuSrOM Xcel Energy DATE LOCATION 12I20f2011 Riffle, Colorado P BUILDINGS CrwwnvCK PRO ECT Xcel Energy Rifle Operations Garage MARCO PRUDEN DGS BUILDERS Pae 11020 Company Steel el A : el Cy MPC Scope C PAce 25 NTS 12/1912011 9:41:59 rIEENAndE. Xcel Energy Rifle Operations Garage e Bion of auescope autrings North S. inC. ROOF STRUCTURAL FASTENER 12-14 X 1 1/4" SS SCOTS (TEKS/2) WITH WASHER MA RK NUMBER 57407 57403 57406 57415 57416 57417 57418 57419 57420 57401 COLOR ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL DARK BRONZE COOL REGAL WHITE COOL SIERRA TAN COOL WEATHERED COPPER COOL ZINC GREY EGYPTIAN WHITE ROOF STRUCTURAL FASTENER 12-14 X 1 1/2" SS SCOTS (TEKS/2) WITH WASHER MARK NUMBER COLOR 57807 ARTIC WHITE 57803 ASH GRAY 57806 CLASSIC BEIGE 57815 COOL COLONIAL RED 57816 COOL DARK BRONZE 57817 COOL REGAL WHITE 57818 COOL SIERRA TAN 57819 COOL WEATHERED COPPER 57820 COOL ZINC GREY 57801 EGYPTIAN WHITE ROOF STITCH FASTENER 1/4-14 X 7/8" SS SCOTS (TEKS/1) WITH WASHER MARK NUMBER COLOR 57607 ARTIC WHITE 57603 ASH GRAY 57606 CLASSIC BEIGE 57615 COOL COLONIAL RED 57617 COOL REGAL WHITE 57618 COOL SIERRA TAN 57601 EGYPTIAN WHITE MARK NUMBER 57421 57426 57427 59462 57422 57409 57423 57424 57425 59464 57400 MARK NUMBER 57821 57826 57827 57812 57822 57809 57823 57824 57825 57814 57800 MARK NUMBER 57612 57609 57623 57624 57625 57614 57600 ROOF STITCH FASTENER 1/4-14 X 1 1/8" SS SCOTS (TEKS/1) WITH WASHER MARK NUMBER COLOR 57657 ARTIC WHITE 57653 ASH GRAY 57656 CLASSIC BEIGE 57665 COOL COLONIAL RED 57666 COAL DARK BRONZE 57667 COOL REGAL WHITE 57668 COOL SIERRA TAN 57669 COOL WEATHERED COPPER 57670 COOL ZINC GREY 57651 EGYPTIAN WHITE MARK NUMBER 57671 57676 57677 59402 57672 57659 57673 57674 57675 59404 57650 COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUN1E COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR LEAF GREEN PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME WALL STRUCTURAL FASTENER 12-14 X 1 1/4" CARBON (TEKS/2) W/O WASHER MARK NUMBER COLOR 56467 ARTIC WHITE 56463 ASH GRAY 56466 CLASSIC BEIGE 56475 COOL COLONIAL RED 56476 COOL DARK BRONZE 56477 COOL REGAL WHITE 56478 COOL SIERRA TAN 56479 COOL WEATHERED COPPER 56480 COOL ZINC GREY 56451 EGYPTIAN WHITE WALL STRUCTURAL FASTENER 12-14 X 1 1/2" CARBON (TEKS/2) W/O WASHER MARK NUMBER COLOR 56667 ARTIC WHITE 56663 ASH GRAY 56666 CLASSIC BEIGE 56675 COOL COLONIAL RED 56676 COOL DARK BRONZE 56677 COOL REGAL WHITE 56678 COOL SIERRA TAN 56679 COOL WEATHERED COPPER 56680 COOL ZINC GREY 56651 EGYPTIAN WHITE WALL STITCH FASTENER 1/4-14 X 7/8" CARBON (TEKS/1) W/O WASHER MARK NUMBER COLOR 56567 ARTIC WHITE 56563 ASH GRAY 56566 CLASSIC BEIGE 56575 COOL COLONIAL RED 56576 COOL DARK BRONZE 56577 COOL REGAL WHITE 56578 COOL SIERRA TAN 56579 COOL WEATHERED COPPER 56580 COOL ZINC GREY 56551 EGYPTIAN WHITE MARK NUMBER 56481 56486 56487 56471 56482 56459 56483 56484 56485 56473 56461 MARK NUMBER 56681 56686 56687 56671 56682 56659 56683 56684 56685 56673 56661 MARK NUMBER 56581 56586 56587 56971 56582 56559 56583 56584 56585 56573 56561 COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY GALVALUME COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA. ZINC GRAY GALVALUME PANEL CLOSURES MARK NUMBER 80130 80140 80360 80362 80356 80358 80140 80130 80135 80136 DESCRIPTION 3' INSIDE PANEL RIB CLOSURE 3' OUTSIDE PANEL RIB CLOSURE 3' INSIDE VEE RIB CLOSURE 3' OUTSIDE VEE RIB CLOSURE 16" INSIDE STRAN-LOK CLOSURE 16" OUTSIDE STRAN-LOK CLOSURE 3' INSIDE RPR PANEL CLOSURE 3' OUTSIDE RPR PANEL CLOSURE SSR FOAM INSIDE CLOSURE SSR HARD RUBBER INSIDE CLOSURE POP RIVETS 1/8" DIAMETER ALUMINUM RIVET (250 PER BOX) MARK NUMBER COLOR 55261 55267 55262 55269 55286 55287 55288 55289 55290 55260 ARTIC WHITE ASH GRAY CLASSIC BEIGE COOL COLONIAL RED COOL DARK BRONZE COOL REGAL WHITE COOL SIERRA TAN COOL WEATHERED COPPER COOL ZINC GREY EGYPTIAN WHITE BULB TITE STRUCTURAL BLIND RIVET MARK NUMBER COLOR 55181 ARTIC WHITE 55160 ALUMINUM TUBE SEALANT MARK NUMBER 80260 80265 DESCRIPTION WHITE SKINNING GRAY SKINNING MARK NUMBER 55291 55296 55297 55283 55292 55265 55293 55294 55295 55285 MARK NUMBER 55185 MARK NUMBER 80270 80507 TAPE MASTIC MARK NUMBER DESCRIPTION 80069 3/16" X 2" X 25' ROLL 80335 3/16" X 2 1/2" X 20' ROLL 80345 3/16" X 7/8" X 28" BOX OF 100 200 LINEAL FEET OF COVERAGE PER BOX 80347 3/16" X 7/8" X 9" (50) AND 3" (150) BOX 100 LINEAR FEET OF COVERAGE PER BOX 80349 3/16" X 7/8" X 40' ROLL 80390 3/16" X 1/4" X 40' ROLL DREG, 0 37929 COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY COLOR PATRICIAN BRONZE DESCRIPTION WHITE NON -SKINNING BRONZE SKINNING THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. VP Buildings 3200 Players Club Circle Memphis TN 38125 Common Warehouse Partmarks nr.v GAIL BY CE SCRIPT ION BUILDER Lefever Building Systems THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. cusTOMFR. xcel Energy LOCATION Rifle, Colorado PROJECT Xcel Energy Rifle Operations Garage NTS BUILDERS PC. 11020 P BUILDINGS VAR OO PRJDEN A 8lueScope Steel Company VPC VERSION 2.3c JOB +! 11-29358 (196084) DATE 12/20/2011 DRAWN CHELK DGS PAGE 26 of 26 12/19/2011 9:41:59 FILENAME Xcel Energy Rifle Operations Garage a d visron cl BlueScope Buildings North America. Inc.