The URL can be used to link to this page

Home My WebLink AboutUPDATED PLANS 2 - 23-00865 - 4821 Thunderbird Loop - Heaven's Best - Remodel86'-0" 113'-0" 21 6 ' - 0 " 20 ' - 0 " 20 ' - 0 " 85 ' - 0 " 30'-0" 70'-0"A VA = VAN ACCESSIBLE STALL A = ACCESSIBLE STALL EGRESS NEEDS TO CONTINUE TO PUBLIC RIGHT AWAY VA EGRESS NEEDS TO CONTINUE TO PUBLIC RIGHT AWAY 45'-7 1/4" 26 ' D r i v e A p p r o a c h e s Dry Hydrant Connection FOR FIRE DEPARTMENT - 6" line with fittings/connecti ons to be specified by fire department 14 ' x 1 4 ' OV E R H E A D DO O R 14 ' x 1 4 ' OV E R H E A D DO O R 14 ' x 1 4 ' OV E R H E A D DO O R 30 7 0 30 7 0 30 7 0 30 7 0 30 7 0 5" C O N C R E T E S L A B OV E R C O M P A C T E D F I L L PO R T A L F R A M E ROD BRACING 33 9 8 S F TE N A N T 1 1 37 7 7 S F TE N A N T 2 2 58 0 2 S F TE N A N T 3 3 RO D B R A C I N G 14 ' x 1 4 ' OV E R H E A D DO O R ROD BRACING 5' landscape strip between BLDG popout and sidewalk 1 2 3 8 A E 4 26' - 0"24' - 0"29' - 0"26' - 0"29' - 4"28' - 8"27' - 0" 14 ' - 0 " 21 ' - 0 " 20 ' - 0 " 15 ' - 0 " 190' - 0" 70 ' - 0 " B C 5 6 26' - 0"20' - 0"4' - 0"22' - 0"5' - 0" 3' - 6"4' - 6"5' - 0"5' - 0"4' - 6"3' - 6"4' - 0"11' - 0"9' - 0"15' - 0"14' - 0"3' - 6"4' - 6"5' - 0"5' - 0"4' - 6"3' - 6"13' - 0"16' - 4"14' - 0"11' - 0"3' - 8"3' - 6"4' - 6"5' - 0"5' - 0"4' - 6"4' - 6" 14' x 14' OVERHEAD DOOR 14' x 14' OVERHEAD DOOR 14' x 14' OVERHEAD DOOR 3070 30703070 30703070 5" CONCRETE SLAB OVER COMPACTED FILL PORTAL FRAME RO D B R A C I N G 7 N 3398 SF TENANT 1 1 3777 SF TENANT 2 2 5802 SF TENANT 3 3 ROD BRACING 22' - 0"4' - 0" 14' x 14' OVERHEAD DOOR F 0' - 6 " RO D B R A C I N G 1' - 0 " 0' - 6 " 4' - 0 " 6' - 0 " 4' - 0 " 4' - 0 " 6' - 0 " 4' - 0 " 1' - 0 " 6' - 0 " BUILDER CUSTOMER LOCATION PROJECT BUILDER'S PO# FILENAME: JOB # DATE DRAWN/CHECK PAGE VARCO-PRUDEN VP BUILDINGS Teton West of Idaho Scale: E:\Venture Builders 70x190 Rev. 3.VPC Elev..pdf.rvt 1/16" = 1'-0" 22-015501-01 08/15/2023 AB A-1.1 Venture Builders Thornton, ID New Shop Level 1 -Floor Plan 1/16" = 1'-0"1 Level 1 NOTES: A.FOR REFERENCE ONLY. COORDINATE WITH ERECTION DRAWINGS. B.UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO CENTER OF COLUMN, CENTER OF FRAMED OPENING, OR TO OUTSIDE OF CONCRETE. C.ENDWALL FRAME BASEPLANTES TO BOLT TO TOP OF CURB WALL. MAIN FRAME BASE- PLATES TO BOLT TO FINISHED FLOOR HEIGHT. D.CONFIRM DOOR AND WINDOW LOCATIONS WITH OWNER. W1 W2 W3 W4 W5 UPPER FLOOR 3030/CASMENT W8 W9 W10 W11 3040 FIXED W23W22 W15 W14 THIS NORTH WALL IS COMPLETE AND ALL WINDOWS INSTALLED W6 W7 W16 W17 W18 W19 W20 W21 W24 W25 W26 W27 W28 W29 3040 CASEMENT 3050 CASEMENT 3060/FIXED 3060 FIXED 3040 CASEMENT 3030 CASEMENT3030 CASEMENT UPPER FLOOR 3030/FIXED WINDOW PANE 3660 Level 1 0' -0" Low Eave 19' -2" AE High Eave 25' -0" T.O. Stem 1' -0" BCF T.O. Parapet 28' -0" T.O. Upper Parapet 30' -0" Level 1 0' -0" Low Eave 19' -2" A E High Eave 25' -0" T.O. Stem 1' -0" B C F T.O. Parapet 28' -0" T.O. Upper Parapet 30' -0" BUILDER CUSTOMER LOCATION PROJECT BUILDER'S PO# FILENAME: JOB # DATE DRAWN/CHECK PAGE VARCO-PRUDEN VP BUILDINGS Teton West of Idaho Scale: E:\Venture Builders 70x190 Rev. 3.VPC Elev..pdf.rvt 1" = 10'-0" 22-015501-01 08/15/2023 AB A-2.1 Venture Builders Thornton, ID New Shop Endwall Elevations 1" = 10'-0"1 East 1" = 10'-0"2 West NOTES: A.FOR REFERENCE ONLY. COORDINATE WITH ERECTION DRAWINGS. B.CONFIRM DOOR AND WINDOW LOCATIONS WITH OWNER. C.CONFIRM METAL BUILDING COLOR SELECTION WITH OWNER.3030 3030 30503660 3030 3060 3060 3050 3030 3030 3060 30303030 3060 3060 3060 3040 4' - 0 " 3040 3040 3040 Level 1 0' -0" Low Eave 19' -2" 12384 High Eave 25' -0" T.O. Stem 1' -0" 567 T.O. Parapet 28' -0" T.O. Upper Parapet 30' -0" Level 1 0' -0" Low Eave 19' -2" 1 2 3 84 High Eave 25' -0" T.O. Stem 1' -0" 5 6 7 T.O. Parapet 28' -0" T.O. Upper Parapet 30' -0" BUILDER CUSTOMER LOCATION PROJECT BUILDER'S PO# FILENAME: JOB # DATE DRAWN/CHECK PAGE VARCO-PRUDEN VP BUILDINGS Teton West of Idaho Scale: E:\Venture Builders 70x190 Rev. 3.VPC Elev..pdf.rvt 1/16" = 1'-0" 22-015501-01 08/15/2023 AB A-2.2 Venture Builders Thornton, ID New Shop Sidewall Elevations 1/16" = 1'-0"1 North 1/16" = 1'-0"2 South NOTES: A.FOR REFERENCE ONLY. COORDINATE WITH ERECTION DRAWINGS. B.CONFIRM DOOR AND WINDOW LOCATIONS WITH OWNER. C.CONFIRM METAL BUILDING COLOR SELECTION WITH OWNER. 9' - 6 " 3660 3660 3660 3660 4040 4040 4040 4040 4040 4040 4040 4040 4040 4040 4040 4040 3660 3660 3660 3660 3660 3660 3660 3660 10 ' - 0 " 9' - 2 " 9' - 0 " 19 ' - 0 " ALL TIED TO A HOME PANEL (8 LIGHTS) HOME PANEL FOR WELL AND IRRIGATION AS WELL 7 LOCATIONS WIRED FOR POTENTIAL TENANT SIGNAGE SHOWN WITH ARROWS, CENTERED IN PARAPETS OR ABOVE GARAGE DOORS BUILDER CUSTOMER LOCATION PROJECT BUILDER'S PO# FILENAME: JOB # DATE DRAWN/CHECK PAGE VARCO-PRUDEN VP BUILDINGS Teton West of Idaho Scale: E:\Venture Builders 70x190 Rev. 3.VPC Elev..pdf.rvt 22-015501-01 08/15/2023 AB A-4.1 Venture Builders Thornton, ID New Shop Perspective Architectural View 1 Isometric Architectural BUILDER CUSTOMER LOCATION PROJECT BUILDER'S PO# FILENAME: JOB # DATE DRAWN/CHECK PAGE VARCO-PRUDEN VP BUILDINGS Teton West of Idaho Scale: E:\Venture Builders 70x190 Rev. 3.VPC Elev..pdf.rvt 22-015501-01 08/15/2023 AB S-2 Venture Builders Thornton, ID New Shop Perspective Structural View 1 Isometric Structural SYMBOLSABREVIATIONS GENERAL NOTES:CODE INFORMATION MEANS OF EGRESS CODE REQUIREMENT PROVIDED CODE REFERENCE STRUCTURAL ELEMENT FIRE RESISTANCE (F.R.) RATING TESTED DESIGN #CODE REFERENCE MINIMUM PLUMBING REQUIREMENTS CODE REQUIREMENT PROVIDED CODE REFERENCE GENERAL BUILDING NOTES OCCUPANCY CALCS. SUBMITTAL REVIEW PROCESS SPECIAL INSPECTION REQUIREMENTS AREA INCREASE FOR FRONTAGE CO D E I N F O R M A T I O N A0.1 PL O T D A T E : 2/ 2 6 / 2 0 2 4 Q: \ A C A D F i l e \ V E N T U R E - T H U N D E R B I R D - H E A V E N S B E S T \ W O R K I N G \ T B - A - 0 0 - I N F O . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T REVISIONS 92 0 E A S T 8 0 0 N O R T H , S U I T E # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M DRAWN BY IDAHO VE N T U R E B L D R S - H E A V E N S B E S T A N E W T E N A N T I M P R O V E M E N T F O R LCN FEB 2024 BUILDING CRITERIA APPLICABLE CODES CODE REQUIREMENT PROVIDED CODE REFERENCE VB 6B VB - S2 ALLOWED HEIGHT 40'0" MAIN OCCUPANCY IS S2, ACCESSORY OCCUPANCY B 03/20/24 REVISIONS SUBMITTAL REVIEW PROCESS CODE INFORMATION GENERAL BUILDING NOTESGENERAL NOTES: APPUCABLE CODES z BUILDING DESCRIPTION1. 1. 5 (REXBURG, IDAHO)CLIMATE ZONE: SEE STRUCTURAL DRAWINGS FOR SEISMIC DESIGN CATEGORY, RISK CATEGORY, WIND LOAD, EXPOSURES, ETC.2. PROVIDEDBUILDING CRITERIA CODE REFERENCECODE REQUIREMENT 3.IBC SECTION 304, 311OCCUPANCY GROUP / USE1. BUILDING SQUARE FOOTAGE TYPE OF CONSTRUCTION TYPE28 TABLE 5032.BUILDING FOOTPRINT: 13,300 SF 4.ALL EXPOSED CONCRETE SHALL HAVE A RUBBED SMOOTH SAND PLASTER FINISH MAX. BUILDING AREA PER STORY = 13,300 SF IBC SECTION 506.2, 506.3, 5083.ALLOWABLE AREA ALLOWABLE AREA - 23,000 S.F. PER FLOOR (GROUP BORS2)(SEE CALC.) 5. BUILDNG HEGHT MAX. BULDING HEIGHT = 36 IBC TABLE 503 & SECTION 504.24.SECOND FLOOR STORAGE 1,005 SF STORAGE BAYS 3,795 SF 6.IBC TABLE 503 & SECTION 504.25.NUMBER OF STORIES 2 STORY PROMDED (SECOND STORY - OFFICES AND STORAGE) TENANT #1 6.NUMBER OF OCCUPANTS,28 OCCUPANT LOAD (SEE OCCUPANCY CALCS.) IBC TABLE 1004.1.1CONTRACTOR TO PROVIDE WOOD BACKING FOR ALL ITEMS ATTACHED TO WALLS.7.COMMUNITYstsUSE TOTAL SQUARE FOOTAGE 8,155 SF7.ACCESSIBUTY SEE IBC CHAPTER 11 FOR REQUREMENTS ALL DOOR LOCATIONS COMPLIANT IBC CHAPTER 11"PROVIDE” SHALL REPRESENT THE REQUIRMENT TO SUPPLY AND INSTALL THE ITEM INDICATED.8. 8.FIRE SPRINKIFRS NOT REQURFD AREA SEPARATION WAIL PROWOED IBC SECTION 903 9.AREA SEPARATION IBC TABLE 508.49. MXED USE B, S2), NON-SEPARATED USES (GROUP A3 WORST CASE) 3 HOUR WAL (EXCESS Of REQUIRED) OCCUPANCY CALCS.MEANS OF EGRESS 10. MIXED USE OCCUPANCY, NON-SEPARATED USES (SEE IBC SECTION 508)IBC SECTION 100811.OCCUPANCY GROUP LOAD FACTOR AREA OCCUPANTS USE SPECIAL INSPECTION REQUIREMENTS LESS THAN 1/2DWGONA____ _ LESS W 1/2 OF MW, DWCONAL OF AREA SERVED 1,150 SF 8 OFFICE12. SEE SHEET A3.8 FOR WALL TYPES DETAILS. 1,200 SF 8 OFFICE 13. VERIFY EXACT ROUGH OPENING DIMENSIONS FOR ALL BUILT IN ITEMS 10 STORAGE4,800 SF 1.SEE STRUCTURAL DRAWINGS FOR DESIGN LOADS AND SPECIAL INSPECTION REQUIREMENTS.1,105 SF 2 STORAGE COORDINATE DUCT INSTALLATION W/ ELECTRICAL AND PLUMBING INSTALLATION14.STRUCTURAL ELEMENT FIRE RESISTANCE (F R.) RATING TESTED DESIGN # CODE REFERENCE2.SEE MECHANICAL DRAWINGS FOR SPECIAL INSPECTION REQUIREMENTS TOTAL OCCUPANTS 28 OCCUPANTS 3.SEE ELECTRICAL DRAWINGS FOR SPECIAL INSPECTION REQUIREMENTS15.LUIBC TABLE 601, TABLE 6024.SPECIAL INSPECTION IS REQUIRED FOR FIREPROOFING, FIRE PENETRATION AND JOINTS, SMOKE CONTROL IBC TABLE 601, TABLE 602 IBC TABLE 601, TABLE 60216. 17. ALL GYPSUM BOARD EDGES TO BE SQUARE EDGE. 18. MINIMUM PLUMBING REQUIREMENTS CODE REFERENCECODE REQUIREMENT PROVIDED 19. I. ISECTION 2902 & TABLE 2902.1 » 20.SECIION2902 & TABLE 2902.1 SECTION 2902 & TABLE 2902.1 AREA INCREASE FOR FRONTAGE O— 1. SEE PLANS ON SHEETS A0.1 - A0.5 FOR EXITING AND FIRE WALLS U) 1” GAP SEPARATING STUDSA JX X 8— — I-0" MN1UL U395 3-HOUR HANDRAIL PER CODE ABREVIATIONS SYMBOLS T" £MH TTP. FLOOR JOIST CENTER LINE DESIGNATION r BFEAK LINE DESIGNATION INTERIOR ELEYATION KETE1 4 8AGRID LINE l’-O"1.1/2”1.1/2”EDGES SHALL HAVE A HIDDEN LINE MINIMUM RADIUS OF 0.01”MHWINDOU / STOREFRONT REFERENCE NOSING: FOOTING LINE (3) 2" X 12“ PARALLAM STRINGERS < BUILDING SECTION C 1/2" TTPE "X" GTP.J () CONCRETE SLAB < 21 1 6—=--===PLTUOODUALL SECTION LU GYPSUM BOARD IYXXUSCATEDFTPINSULATION (LOOSE OR BATT) DETAIL SECTION UALL IN PLAN DETAIL FEFEFENCE (VERIFY THAT HANDRAIL IS PER CODE)CONCFETEO o m CONCFETE BLOCK I. 7//7/BRICK 101 III III IIII9 RIGID INSULATION CENSEDUNNDOU CONST/DENO NOTE DESIGNATION v32 2 |||"EARTH C) OrUALL TYPE DESINATIONW1 838888GPANLLAR FILL Or UTA OFFICE 101 ROOM NAME AND NUMBER A0.1 M5508E 2PROVDED 2 PROVDED 1 PROVDED ALL WINDOW COVERINGS. SECURITY SYSTEM/ELECT. KEY CARD ACCESS AND FF&E TO BE PROVIDED AND INSTALLED BY OWNER. APPLIANCES TO BE PROVIDED BY OWNER AND INSTALLED BY THE G.C ID IN ALL NEW CONSTRUCTION AND MODIFICATIONS TO ANY EXISTING CONSTRUCTION OF SYSTEMS RELATED TO ANY CONSTRUCTION MUST CONFORM TO THE APPROPRIATE CONSTRUCTION, ENERGY, MECHANICAL, ELECTRICAL, STRUCTURAL, CIVIL OR ANY OTHER BUILDING RELATED STATE OR LOCAL CODES THAT ARE ADOPTED AND ENFORCEABLE. FEB 2024 IDAHO MXED USE OCCUPANCY, NON-SEPARATED USES (SEE OCCUPANCY CALCS.) PRMARY USE / WORST CASE: OCCUPANCY GROUP A3 / PRACTICE FD GUARDRAIL TO BE MINIMUM HEIGHT OF 36" AND HAVE NO NET OPENINGS EXCEEDING 4" ON VERTICAL BALUSTERS SEE ARCH. FOR BRACKET (FASTEN TO WALL AS PER MFGR’S RECOMMENDATION) (2) ROWS OF 2X4 STUDS • 16 0.c. STAGGERED 8” HANGER IF REQ. SEE STRUCTURAL 1ST LEVEL SQUARE FOOTAGE 2ND LEVEL SQUARE FOOTAGE 1/150 1/150 1/500 1/500 5,950 SF 2,205 SF 3/4" MIN TO 1 1/4" MAX. IBC SECTION 1005.3 IBC TABLE 1006.3.2 IBC SECTION 1015.2.1 1,150 SF 1,200 SF C a MAIN FLOOR OFFICE SECOND FLOOR OFFICE or o (2) LAYERS 5/8” TYPE C, BOTH SIDES GROUP B (MAIN LEVEL) GROUP B (SECOND LEVEL) GROUP S2 (MAIN LEVEL) GROUP S2 (SECOND LEVEL) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS, SCHEDULING INSPECTIONS AND PROVIDING MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL APPLICABLE CODES OF THE INTERNATIONAL BUILDING CODE AND APPLICABLE REGULATIONS ENFORCED BY LOCAL AND STATE AGENCIES. SPRAYED CELLULOSE FIBER, COMPLETELY FILL CAMTY. MIN. DRY DENSITY TO BE 4.3 LBS/C.F. EXTEND SHAFT WALLS, STAIR WALLS, AND CORRIDOR WALLS TO BOTTOM OF DECK. FIRE TAPE ONLY ABOVE FINISHED AREAS co LU CO INCL INFO INS INT JT LAM LAV MAX MECH MFR MTL MIN MIR MISC NO OC OPP PEN PL PT PSF PSI PVC PWD QTY RA RE REINF REP REQ RM SA SCH SEC SHT SHTG SIM SPEC SQ SS STD STL STRUC SYM SV TEN T&G TEMP THK THRU TYP UL UNFIN UON VAR VERT VIF VIN W/ W/O WC WD 2. 3. I C o 0 PROVIDE FIRE SAFING AND SEALANTS PER MFR'S INSTRUCTIONS AT PENETRATION OF ALL WALLS REQUIRING FIRE RESISTANCE AS INDICATED. FIRE RESISTANCE OF FIRE SAFING AND SEALANTS SHALL MEET THAT OF THE WALL IN WHICH PENETRATION OCCURS. THE ARCHITECT & OWNER ASSUME NO RESPONSIBILITY FOR ANY UNFORSEEN EXISTING CONDITIONS, ANY CONTRACTOR'S WORK, WORKMEN, SUBCONTRACTORS OR ANY PERSON CONNECTED WITH ANY CONSTRUCTION ON THIS WORK. ANY AND ALL QUESTIONS REGARDING THESE DRAWINGS SHALL BE DIRECTED TO THE ARCHITECT OR OWNER'S REPRESENTATIVE. BLOCKING BETWEEN STRINGERS A NEW SINGLE-STORY MANUFACTURED STEEL BUILDING WITH RETAIL AND OFFICE SPACE FOR VENTURE BUILDERS, TENANT 1 () Z CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ON SITE AND REPORT ANY DISCREPANCIES AND/OR UNFORSEEN ADVERSE CONDITIONS REQUIRING DRAWINGS AND/OR CONSTRUCTION MODIFICATION IN WRITING TO THE ARCHITECT'S AND CONSTRUCTION MANAGER'S OFFICE. ALL ITEMS THAT PENETRATE FIRE RATED CEILINGS (LIGHTS & ETC.) SHALL BE TENTED WITH 5/8” TYPE C GYPSUM BOARD. ? o UOOD (ROUGH CONTNUOUS MEMBER) C t MAINTAIN FIRE PROTECTION SYSTEM DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS TO PROTECT WORKMEN AND STRUCTURES. PER IBC SECTION 107.3.4.2 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. APPLICABLE CODES: 2018 IBC, 2015 IMC, 2017 NEC, 2018 UPC, 2015 IFC, 2015 IFGC, 2018 IECC, 2009 ICC/ANSI A117.1. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. 3 STORES ALLOWED + 1 STORY FOR INCREASE FOR FIRE SPRINKLERS CO Q a FIRE RATED THROUGH PENETRATIONS MUST BE TREATED ACCORDING TO EACH MANUFACTURER’S SPECIFICATION FOR TYPE AND SIZE OF MATERIAL AND THE ANNULAR SPACE REQUIREMENTS OF EACH PENETRATION. GENERAL CONTRACTOR AND FRAMING SUB-CONTRACTOR TO ADJUST FLOOR AND ROOF FRAMING MEMBERS TO ALLOW FOR PLUMBING FIXTURE TRAPS, ROOF HATCHES, ETC. PER IBC SECTION 107.3.4.1 HARRIS ARCHITECTURE, THE REGISTERED DESIGN PROFESSIONAL IN CHARGE SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. 1.5"x1.5 STEEL TUBE (SEE FINISH SCHEDULE / FLOOR PLANS FOR FINISH) (2) LAYERS 4‘-0" WIDE, 5/8 GWB APPLIED VERTICALLY, FIRST LAYER ATTACHED MTH 6 CEMENT COATED NAILS SPACED AT 10° O.C. & SECOND LAYER ATTACHED WTH 8d NAILS SPACED 7" O.C. VERTICAL JOINTS BETWEEN LAYERS TO BE STAGGERED. FIRE SPRINKLER STANDPIPES, VALVE GAUGES, ETC. MUST NOT ENCROACH INTO REQUIRED STAIRWAY WIDTH / RADIUS. LU S O LU I. DETAIL No. Al ■ SHEET UHERE DRAIN 55‘-0 ALLOWED+ 20 FEET FOR FIRE SPRINKLERS (N/A) = 75-0* 2" X 4" REDWOOD OR TREATED PLATE BLOCKING BETWEEN STRINGERS WOOD BLOCKING (INTERRUPTED MEMBER) 1 2 & O 13,300 SF • (SEE OCCUPANCY CALC.) 2 L. O LI Q. LL IT C C. co Q LU C Z. D I FIN FLR FOS FRP FRTW FT GA GALV GC GL LAM GWB, GYP BD GYP H HDWR HM HOR HR HT, HGT HVAC 1 - SECTION No. Al • SHEET UHERE DRAUN SIRUCTURAL FRANE_ BEARING WNIS - EXTERIOR BEARING WAIS - NTERIOR NON-BEARING WALLS - EXTERIOR NON-BEARING WALLS - NTERIOR VERTICAL SHAFTS AB A/C AC ACT ADD ADJ AFF AHJ ALUM ALT APPROV APPROX ARCH AUTO BD BETW BLDG BOT CAB CB CLG CLR CTR CMU COL CONC CONST CONT CONTR COORD CORR CT DBL DEMO DIA DIM DN DR DTL DWG EA ELEV, EL ELEC EQ EQUIP EXIST, EX EXT EWC FA FEC FFEC 1 - SECTION No. Al ■ SHEET UHERE DRAIN ANCHOR BOLT AIR CONDITIONING ACOUSTIC(AL) ACOUSTICAL CEILING TILE ADDENDUM ADJACENT ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION ALUMINUM ALTERNATE, ALTERNATIVE APPROVE(D), APPROVAL APPROXIMATE(LY) ARCHITECT(URAL) AUTOMATIC BOARD BETWEEN BUILDING BOTTOM CABINET CERAMIC BASE CEILING CLEAR(ANCE) CENTER CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUE, CONTINUOUS CONTRACT(OR) COORDINATE, COORDINATOR CORRIDOR CERAMIC TILE DOUBLE DEMOLISH, DEMOLITION DIAMETER DIMENSION DOWN DOOR DETAIL DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXISTING EXTERNAL ELECTRIC WATER COOLER FRESH AIR FIRE EXTINGUISHER CABINET FIXTURES/ FURNISHINGS/ EQUIPMENT CONTRACTOR FINISHED FLOOR FACE OF STUD FIBER REINFORCED PANEL FIRE RETARDANT TREATED WOOD FOOT, FEET GAUGE GALVANIZED GENERAL CONTRACTOR GLU LAMINATED BEAM GYPSUM WALL BOARD GYPSUM HIGH HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING/ VENTILATION/ AIR CONDITIONING INTERIOR DESIGNER INCH(ES) O—i Q. DOOR DESIGNATION t - DOOR No. NUMBER OF EXITS TRMVL DISTANCE DEAD END CORRIDOR CORRIDOR MOTH SIZE OF DOORS EGRESS MDTH PER OCCUPANT COMMON PATH OF TRAVEL TwO EXIT SEPARATION — 2 LU — LU > o Q. Q. 3 CODE REFERENCE IBC TABLE 1006.3.1 IBC TABLE 1017 J IBC SECTION 1020.4 IBC TABLE 1020.2 REXBURG, IDAHO_____________________ PARTIAL SECOND FLOOR OFFICE AND STORAGE 1 . DETAIL No. Al = SHEET UHEFE DRAIN IBC TABLE 601, 602, SECTION 403.3.1 IBC TABLE 601, TABLE 602 1. 2. 3. 4. 5. 6. 7. 8. O s § e T O Q d L E u. o s U Q. O Q. Q. u T __ 5. 6. 7. 8. — 2 < 2 LU § LU Z < 81 g co LU © □ CODE REQUIREMENT 2 REQUIRED _ _ 200 FEET WX. (SPRINKLERED: 250FEET) 20 FEET MAX (SPRINKIERED: 50 FEET) 44 INCH MN._____________ 32 INCH CLEAR WIDTH MN.____ .2x28= 5.6 INCHES75 FEET MAX. 5 8 O Z Q 2 () ANDRAIL DETAIL sAII MS ■ LU E 2 2 2 iL C) d C S C DRAWN BY LCN f 2 2 8 d2 o 2 i LI C 0 2LL § PROVIDED ■ . ■ ■ ■ MORE THAN 2 EXITS (PER LEVEL)PROVDED LESS THAN 200 FEET LESS THAN 20 FEET ________ 44 INCHES PROVDED _______ ALL D00RS COMPLIANT 72 ICC PROMDED LESS THAN 75 FEET =28/2=14EAW/F=2REQ‘D - 28/2 = 14 EA. M/F= 1M/1F REO’D = 28/100 = _ NON-RATED____________ NON-RATED NON-RATED NON-RATED NON-RATED 1 HOUR RATED (LESS THAN 4-SIORY)NON-RATED NON-RATED ___ NON-RATED Z o me E < 2 e O I Z DESIN OCCUPANCY - 28 OCX. BUSMESS USE / STORAGE WATER CLOSETS UVORATORIES DRINKING FOUNTAINS C. d Q. Q. O ( O Z I O u () LU I GTYPSTAIR DETAIL CORRIDOR WALLS FLOOR STRUCTURE 9. ROOF SIRUCTURE IBC SECIION 713.4_______ IBC TABLE 1020.1 IBC TABLE 601, TABLE 602IBC TABLE 601, TABLE 602 INCLUDE(D),(ING) INFORMATION INSULATE, INSULATION INTERIOR JOINT LAMINATE LAVATORY MAXIMUM MECHANICAL MANUFACTURER METAL MINIMUM MIRROR(ED) MISCELLANEOUS NUMBER ON CENTER OPPOSITE PENETRATION(S) PLASTIC LAMINATE PAINT(ED) POUNDS PER SQ FT POUNDS PER SQ IN POLMINYL CHLORIDE PLYWOOD QUANTITY RETURN AIR REFERENCE, REFER TO REINFORCE(D), (ING), (MENT) REPRESENTATIVE REQUIRE(D),(MENT) ROOM SUPPLY AIR SCHEDULE SECTION SHEET SHEATHING SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL SYMMETRIC(AL) SHEET VINYL TENANT TONGUE AND GROOVE TEMPERATURE THICK(NESS) THROUGH TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED VARIABLE, VARIES VERTICAL VERIFY IN FIELD VINYL WITH WITHOUT WATER CLOSET WOOD 8 uj Q. 2 ( TL. O 3 I 4,.2 ? Z. LL () 2 O O 7 E Q. s or □ F o E s X Q o s C LI § Z O O LL ( D Q O Q LL O D O 2 & Q uu 00 § e 5 C t O 2 1. 2. 3. 4. 3HR AREA SEPARATION WALL "WxTTT-------------------- Z 2 LL Q ui O & LL 0 u. O 2 Z LI 2 n. SU P E R S E D E D 03/20/24 BUILDING CRITERIA APPLICABLE CODES SYMBOLSABREVIATIONS GENERAL NOTES:CODE INFORMATION CODE REQUIREMENT PROVIDED CODE REFERENCE MEANS OF EGRESS CODE REQUIREMENT PROVIDED CODE REFERENCE STRUCTURAL ELEMENT FIRE RESISTANCE (F.R.) RATING TESTED DESIGN #CODE REFERENCE MINIMUM PLUMBING REQUIREMENTS CODE REQUIREMENT PROVIDED CODE REFERENCE GENERAL BUILDING NOTES OCCUPANCY CALCS. SUBMITTAL REVIEW PROCESS SPECIAL INSPECTION REQUIREMENTS AREA INCREASE FOR FRONTAGE SCALE: NTS HANDRAIL DETAILC SCALE: 1/2"=1'-0" TYP. STAIR DETAILB CO D E I N F O R M A T I O N A0.1 PL O T D A T E : 2/ 2 8 / 2 0 2 4 Q: \ A C A D F i l e \ V E N T U R E - T H U N D E R B I R D - H E A V E N S B E S T \ W O R K I N G \ T B - A - 0 0 - I N F O . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T REVISIONS 92 0 E A S T 8 0 0 N O R T H , S U I T E # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M DRAWN BY IDAHO VE N T U R E B L D R S - H E A V E N S B E S T A N E W T E N A N T I M P R O V E M E N T F O R LCN FEB 2024 SCALE: 1/2" = 1'-0" 3HR AREA SEPARATION WALLA AS PER SECTION 707.5 FIRE BARRIERS SHALL EXTEND FROM THE TOP FOUNDATION TO THE UNDERSIDEOF THE ROOF SHEATHING. MAIN OCCUPANCY IS S2, ACCESSORY OCCUPANCY B SEE PENETRATION DETAILS PENETRATIONS COMPLY WITH IBC SECTION 714 FOR RATED ASSEMBLIES VB 6B VB - S2 ALLOWED HEIGHT 40'0" NEW CODE COMPLIANCE SHEET ATTACHED 03/20/24 SU P E R S E D E D 03/20/24 PL O T D A T E : 11 / 1 5 / 2 0 2 3 Q: \ A C A D F i l e \ V E N T U R E - T H U N D E R B I R D - H E A V E N S B E S T \ W O R K I N G \ T B - A - 0 1 - 1 - 1 L P . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T REVISIONS 92 0 E A S T 8 0 0 N O R T H , S U I T E # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M DRAWN BY THORNTON, IDAHO VE N T U R E - H E A V E N S B E S T A N E W T E N A N T I M P R O V E M E N T F O R LCN NOVEMBER. 2023 MA I N L E V E L F L O O R P L A N A1.1 D2 D3 D4 D5 D6 D7 D8 5' - 4 1 / 2 " 5' - 4 " 2'-3"2'-3" 3660 36 6 0 36 6 0 36 6 0 36 6 0 3'-6"3'-6"0'-11"3'-6"3'-6" 0'-11" 366036603660 6' - 0 " 5' - 2 1 / 2 " 2' - 3 1 / 2 " 6' - 3 1 / 2 " 2'-7 1/2" 30 ' - 6 " 19 ' - 0 " 10 ' - 8 1 / 2 " 2x4 SUPPORT WALL @ 5' HEAD HEIGHT HOSEBIB SHOWER HEAD FOR EMERGENCY CHEMICAL WASH EYEWASH BASIN SINK NORTH D1 3068 3068 3068 3068 3068 3068 3068 3 0 6 8 HOSEBIB FACING EAST 50 GAL M I N I FR I D G E W A T E R FO U N T A I N CABINET ABOVE TOILET 3 HOUR AREA SEPARATION WALL SEE SHEET A0.1 COMMON PATH OF TRAVEL IS 43' - LESS THAN 75' UPPER CABINET FIRE EXTINGUISHER 3068 D14 GLASS WITHIN 24" OF DOOR TO BE TEMPERED ALL WALLS TO HAVE FIREBLOCKING AT 8" MAX, AND AT FLOORS NEED SPECIAL INSPECTION RESULTS VENTILATION IS PROVIDED AS PER IBC SECTION 1203 03/20/24 SU P E R S E D E D 03/20/24 PL O T D A T E : 11 / 1 5 / 2 0 2 3 Q: \ A C A D F i l e \ V E N T U R E - T H U N D E R B I R D - H E A V E N S B E S T \ W O R K I N G \ T B - A - 0 1 - 1 - 1 L P . d w g TH E S E D R A W I N G S O R A N Y P A R T S T H E R E O F , A S I N S T R U M E N T S O F S E R V I C E , R E M A I N T H E P R O P E R T Y O F T H E A R C H I T E C T S A N D M A Y N O T B E R E P R O D U C E D O R U S E D O N O T H E R W O R K W I T H O U T T H E I R W R I T T E N C O N S E N T REVISIONS 92 0 E A S T 8 0 0 N O R T H , S U I T E # 2 0 1 , O R E M U T 8 4 0 9 7 8 0 1 - 3 7 7 - 6 3 0 3 W W W . H A R R I S - A R C H I T E C T U R E . C O M DRAWN BY THORNTON, IDAHO VE N T U R E - H E A V E N S B E S T A N E W T E N A N T I M P R O V E M E N T F O R LCN NOVEMBER. 2023 UP P E R L E V E L F L O O R P L A N A1.2 300K-350K BTU SHOP HEATER D11 D10 D12 D9 60" OPENING IN PONY WALL FOR PALLET ACCESS 4040 4040 40404040 WINDOWS TO BE ALIGNED W/ LEFT SIDE OF 1ST FLOOR WINDOW WINDOWS TO BE CENTERED ON 1ST FLOOR WINDOWS 30 3 0 30 3 0 2' - 6 " PONY WALL ONLY 3068 WINDOWS TO BE ALIGNED W/ RIGHT SIDE OF 1ST FLOOR WINDOW 60K BTU FURNACE STORAGE 204 30 D13 3068 NORTH 3068 30 3 0 FR I D G E 3068 3068 UPPER CABINET FL O A T I N G S H E L F 12 ' - 0 " COMMON PATH OF TRAVEL IS 65' - LESS THAN 75' 38' 2' 25' TO DOOR 23'-6" 10 ' 6 " FIRE EXTINGUISHER 3' - 0 " D9 30 6 8 2' EXIT LIGHTING AND EXIT SIGNS COMPLY WITH IBC 1008 & 1013 CONCEILED SPACES ARE FIREBLOCKED/DRAFTSTIOPPED PER SECTION 718 03/20/24 ELIMINATING BOTH DOORS SU P E R S E D E D 03/20/24 HEAVENS BEST DOOR SCHEDULE UPDATED 2024.03.20 2 INTERIOR 3068 D15 2X4 SCW PASSAGE WF RH NA NO GLASS FLOOR DOOR TYPE DOOR SIZE DOOR NUMBER JAMB DEPTH DOOR SLAB HARDWARE FUNCTION FRAME SWING RATING NOTES 1 MECH 2668 D1 2X4 SCW CLOSET WF LH NA NO GLASS 1 SHOP 3068 D2 2X6 SCW KEYED LOCK WF LH NA 1/2 LIGHT 1 OFFICE 3068 D3 2X4 SCW OFFICE WF LH NA FULL LIGHT 1 OFFICE 3068 D4 2X4 SCW OFFICE WF LH NA FULL LIGHT 1 SHOP 3068 D5 2X6 SCW KEYED LOCK WF LH NA 1/2 LIGHT 1 OFFICE 3068 D6 2X4 SCW OFFICE WF RH NA FULL LIGHT 1 OFFICE 3068 D7 2X4 SCW OFFICE WF RH NA FULL LIGHT 1 BATHROOM 3068 D8 2X4 SCW PRIVACY ADA WF LH NA NO GLASS 2 SHOP 3068 D9 2X6 SCW PASSAGE WF RH NA 1/2 LIGHT 2 BATHROOM 3068 D10 2X4 SCW PRIVACY ADA WF RH NA NO GLASS 2 STORAGE 3068 D11 2X4 SCW CLOSET WF RH NA NO GLASS 2 INTERIOR 3068 D12 2X4 SCW PASSAGE WF RH NA NO GLASS 2 MECH 3068 D13 2X4 SCW KEYED LOCK WF RH NA NO GLASS 2 DOUBLE DOOR 5068 D14 2X4 SCW PASSAGE WF -NA NO GLASS DOOR SPECS.DOOR FINISHES 2 SHOP 3068 D1 D4 2X4 SCW KEYED LOCK WF NA NO GLASSLH 03/20/24 03/20/24 03/20/24 Pt1Pt1 Hg 2 BM 3 - 2 BM4-2 BM4-2 BM 4 - 2 Hg 3 BM 1 - 3 Hg 4 Hg 4 BM 2 - 3 R1 R1 R1 R1 R1 R1 R1R1 R1 R1 R 1 R1 R1 FJ 3 1 6 " O . C . FJ 2 1 6 " O . C . FJ 2 1 6 " O . C . FJ 1 1 6 " O . C . FJ 4 1 6 " O . C . Hg1 HE A V E N S B E S T SU N P R O - R E X B U R G JM T H O M A S F O R E S T P R O D U C T S THIS IS A PRODUCT PLACEMENT PLAN ONLY. IT IS NOT MEANT TO BE USED AS A STRUCTURAL LAYOUT. EVERY EFFORT HAS BEEN MADE TO BE AS ACCCURATE AS POSSIBLE WITH THIS STRUCTURAL TAKEOFF. DUE TO LACK OF DETAIL AND INFORMATION ON MANY PLANS AND THE VARIANCE OF FRAMING TECHNIQUES IN THE INDUSTRY, CERTAIN DESIGN ASSUMPTIONS MAY HAVE BEEN MADE. THEREFORE, IT IS IMPERATIVE THAT THE LUMBER DEALER AND THE CUSTOMER REVIEW THESE PLANS FOR LAYOUT, BEARING LOCATIONS, POINT LOADS, AND SPECIAL CONDITIONS PRIOR TO ORDERING. FAILURE TO DO SO WILL CONSTITUTE ACCEPTANCE AS DRAWN AND ANY CHANGES, ADDITIONS, OR DELETIONS WILL BE AT THE EXPENSE OF THE LUMBER DEALER AND/OR CONTRACTOR. THIS LAYOUT CONTAINS ENGINEERED WOOD PRODUCTS WITH SPECIFIC DESIGN VALUES, ANY SUBSTITUTIONS MUST HAVE EQUAL OR GREATER DESIGN VALUES. PURCHASER SIGNATURE:____________________________________DATE:______________________ PRINTED NAME:____________________________________________DATE:______________________ Date: 1/15/2024 J.M. THOMAS FOREST PRODUCTS P.O BOX 12668 2525 N. HIGHWAY 89 OGDEN, UT 84412 801-782-8090 DESIGN CRITERIA: FLOOR: 80 psf LL 20 psf DL ROOF: __ psf LL __ psf DL OTHER LOAD: FLOOR DEFLECTION: L/480 LL - L/240 TL ROOF DEFLECTION: L/360 LL - L/240 TL BASED ON PLANS DATED: NOVEMBER 2023 Designer DR REVISION NUMBER Project 12837A Products PlotID Length Product Plies Net Qty Fab Type FJ1 16" O.C. 32-00-00 11 7/8 PKI20 1 3 MFD FJ2 16" O.C. 28-00-00 11 7/8 PKI20 1 25 MFD FJ3 16" O.C. 16-00-00 11 7/8 PKI20 1 25 MFD FJ4 16" O.C. 14-00-00 11 7/8 PKI20 1 21 MFD BM1-3 30-00-00 1-3/4x11-7/8 2.0E LVL 3 3 MFD BM2-3 30-00-00 1-3/4x16 2.0E LVL 3 3 MFD BM3-2 10-00-00 1-3/4x11-7/8 2.0E LVL 2 2 MFD BM4-2 6-00-00 1-3/4x11-7/8 2.0E LVL 2 6 MFD R1 184-00-00 1-1/8" X 11-7/8" OSB RIM 1 1 MFD Bk1 48-00-00 11 7/8 PKI20 1 1 MFD Pt1 10-00-00 POST BY OTHER 3 1 2 MFD Connector Summary PlotID Qty Manuf Product MiTek® Equivalent Flange Hg1 1 HUCQ412 None Hg2 3 ITS2.56/11.88 None Hg3 21 ITS2.56/11.88 None Hg4 43 ITS2.56/11.88 None THESE DRAWINGS ARE PROVIDED ONLY TO ASSIST IN IDENTIFYING JOIST AND BEAM LENGTHS, QUANTITIES, SIZES AND LOCATION. IT IS NOT INTENDED OR ALLOWED TO BE USED IN PLACE OF THE ACTUAL STRUCTURAL DRAWINGS. ALL DETAILS, NOTES, AND ANY OTHER ASPECT ON THE STRUCTURAL PLANS MUST BE FOLLOWED. ALL MATERIAL SUBSTITUTIONS OR PLAN CHANGES NEED TO BE VERIFIED AND APPROVED BY THE ENGINEER OF RECORD. UPPER FLOOR Scale: 1/4" = 1'-0" UP 19' - 2"4' - 10" 0' - 4" 1' - 0 " 10' - 0" 15' - 3" 3' - 6"4' - 6"5' - 0"5' - 0"8' - 0"4' - 0"4' - 0"14' - 0"2' - 0" 2' - 4" 0' - 6 " 4' - 0 " 6' - 0 " 4' - 0 " 15 ' - 0 " 20 ' - 0 " 21 ' - 0 " 14 ' - 0 " 5' - 6 " 4' - 0 " 4' - 0 " 5' - 0" 7' - 8 " 50' - 0" 3' - 0 " 8' - 6 " 3' - 0 " 1' - 9 " 1' - 9 " 10 ' - 4 " 6' - 6 " Silver Star 101 ADA BATH 70 ' - 0 " D1 D2 D3 D6 D9 D14 D16 23' - 6" 34 ' - 0 " 11' - 8 1/2" 20 ' - 1 0 " 13 ' - 8 " 14' - 3"6' - 11" 6' - 2" 6' - 7" 11 ' - 6 " 10 ' - 8 3 / 4 " 0' - 2 " 9' - 1 0 3 / 4 " 10 ' - 1 1 / 4 " 9' - 9 1 / 4 " 4' - 2 " 13 ' - 2 " 13' - 5" 10 ' - 3 " 10 ' - 3 " D11 D13D12 11' - 8 1/2"18' - 3" 5' - 0 " D4 BULLPEN AREA 14' - 3"7' - 3" D7 D17 RE F STORAGE/DATA K I T C H E N E T T ED1 0 D8 1' - 6 " 9' - 7 1 / 4 " D15 UPPER CABINET 1' - 0"30" SINK DATA/ STORAGE AREA UPPER CABINET UPPER CABINET 5' - 9 3 / 4 " 4' - 4" MICROWAVE W/ HOOD D5 OFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4 OFFICE 5 CONFERENCE ROOM OFFICE 6 OFFICE 7 BATH BATH RECEPTIONOFFICE 1 OFFICE 2 OFFICE 3 OFFICE 4 OFFICE 5 CONFERENCE ROOM OFFICE 6 OFFICE 7 Scale Date Drawn by 1/16" = 1'-0" A1 4821 THUNDERBIRD LOOP -TENANT 1 03/05/2024 VENTURE BUILDERS 1/16" = 1'-0"1 First Floor · PDQXIDFWXUHU·VUHFRPPHQGDWLRQV PDQXIDFWXUHU·VUHFRPPHQGDWLRQV LQVWDOOHGSHUPDQXIDFWXUHU·V LQVWDOOHGSHUPDQXIDFWXUHU·V PDQXIDFWXUHU·V VSOLWWKHÀDQJH WRHQDLOLQJ o DQJOH 2QHRIWKHEHQHÀWVRIXVLQJ,MRLVWVLQUHVLGHQWLDOÁRRUFRQVWUXFWLRQLVWKDWKROHVPD\EHFXWLQWKHMRLVWZHEVWRDFFRPPRGDWHHOHFWULFDOZLULQJ SOXPELQJOLQHVDQGRWKHUPHFKDQLFDOV\VWHPVWKHUHIRUHPLQLPL]LQJWKHGHSWKRIWKHÁ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²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µGHSWKV Notes: 1. Support back of I-joist web during nailing to prevent damage to web/flange connection. 2. Leave a 1/8-inch gap between top of filler block and bottom of top I-joist flange. 3. Filler block is required between joists for full length of span. 4. For flange widths of 2-1/2 inches or less, nail joists together with two rows of 10d nails 12 inches o.c. (clinched when possible) on each side of the double I-joist (total 4 nails per foot). For flange widths greater than 2-1/2 inches, use two rows of 10d nails at 6 inches o.c. on each side of the double I-joist (total 8 nails per foot). 5. The maximum load that may be applied to one side of the double joist using this detail is 620 lbf/ft. 6. For I-joist depths greater than 16 inches, please contact your PinkWood representative for details. 1/8" to 1/4" gap between top flange and filler block SURORQJH[SRVXUH EXLOGLQJPDWHULDOV DUHO\LQJÀDW SITE GRADING MEETS THE REQUIREMENTS OF IBC SECTION 1804.4 DAMPPROOFING /WATERPROFING COMPLY WITH IBC SECTION 1805 JOB # LOCATION CUSTOMER BUILDER PROJECT BUILDERS PO# VP BUILDINGS VARCO PRUDEN FILENAME: VPC VERSION: DATE DRAWN / CHECK PAGE VP Buildings 3200 Players Club Circle Memphis TN 38125 DRAWING RELEASE HISTORY TYPE DATE DESCRIPTION DRAWING INDEX DRAWING TITLE PAGES Cover Sheet Anchor Rod Plan Primary Structural Secondary Structural Covering Special Drawings Standard Erection Details Codes and Loads REVERSALS ON CONNECTIONS. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH 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. 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 PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS 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 IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" UNLESS INDICATED OTHERWISE IN ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE " SNUG-TIGHT" EXCEPT AS FOLLOWS; DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. ARE ACCEPTABLE. BRACES. ERECTION DRAWING DETAILS. GRADE 50A529, A572, A588, A992HOT ROLLED ANGLES GRADE BA500HOLLOW STRUCTURAL SECTION (HSS) HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS MATERIALS GENERAL NOTES ASTM DESIGNATION GRADE 50 OR GRADE 80 GRADE 36 OR 50 GRADE 50 GRADE 60 GRADE 55A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A653, A792CLADDING HOT ROLLED MILL SHAPES BRACE RODS COLD FORMED LIGHT GAGE SHAPES 3 PLATE WELDED SECTIONS R a division of BlueScope Buildings North America, Inc. VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. Planograph Details Notes C INSPECTION AND TESTING 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION. COVER SHEET Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 1 Venture Builders 70x190 Rev. 2023.3a EG 16:57:399/14/2023 Anchor Rod Drawings Rev 0 09/06/2023 FOR CONSTRUCTION Anchor Rod Drawings Rev 1 09/21/2023 FOR CONSTRUCTION Final Erection Drawings Rev 0 09/28/2023 FOR CONSTRUCTION 1 2 3 4-5 6-16 17-26 27-34 35-39 VP Erection Guides BASIC ERECTION GUIDE 4001 BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003 SSR ROOF PANEL ERECTION GUIDE 4005 ROW Reviewed Pages 1- 39 - 9/26/2023 FOR CONSTRUCTION 09/28/2023 WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, Codes and Loads 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. City: Rexburg County: Madison State: Idaho Country: United States Building Code: 2018 International Building Code Building Code Structural: 16AISC - ASD Rainfall: I: 4.00 inches per hour Building Risk/Occupancy Category: II (Standard Occupancy Structure)Cold Form: 16AISI - ASD f'c: 3000.00 psi Concrete Collateral Gravity:3.00 psf Dead and Collateral Loads Collateral Uplift: 0.00 psf Wind Load Wind Speed: Vult: 115.00 (Vasd: 89.08) mph The 'Envelope Procedure' is Used Primaries Wind Exposure: C - Kz: 0.894 Parts Wind Exposure Factor: 0.894 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 Ground Elevation Factor: Ke: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Site Elevation: 0.0 ft Primary Zone Strip Width: 2a: 14/0/0 Parts / Portions Zone Strip Width: a: 7/0/0 Velocity Pressure: qz: 25.72, (C&C) 25.72 psf Roof Covering + Second. Dead Load: 2.44 psf Material Dead Weight Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: pg: 50.00 psf Flat Roof Snow: pf: 35.00 psf Design Snow (Sloped): ps: 35.00 psf Rain Surcharge: 0.00 Specified Minimum Roof Snow: 35.00 psf (USR) Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Heated - Ct: 1.00 Ground / Roof Conversion: 0.70 Unobstructed, Slippery Roof Live Load: 20.00 psf Reducible Roof Live Load Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 45.90 %g Mapped MCE Acceleration: S1: 15.50 %g Site Class: Stiff soil (D) - Default Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.4384 Design Acceleration Parameter: Sd1: 0.2366 Seismic Design Category: D Seismic Snow Load: 7.00 psf % Snow Used in Seismic: 20.00 Diaphragm Condition: Rigid Fundamental Period Height Used: 22/1/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 - USR Fundamental Period: Ta: 0.3330 R-Factor: 3.50 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1253 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2037 R-Factor: 3.25 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1349 x W Roof: A Shop X Y VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C CODES AND LOADS Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/6/2023 WCLB 2 Venture Builders 70x190 Rev. vp 2023.3NTS FOR CONSTRUCTION 9/6/2023 8:17:39 PROJECT NOTE: THIS IS A CASE STUDY AREA FOR GROUND SNOW/ROOF SNOW. LOADS WERE PROVIDED TO US BY THE CUSTOMER FROM THE ENGI- NEER OF RECORD FOR THE PROJECT. VP BUILDINGS IS NOT THE ENGI- NEER OF RECORD AND DOES NOT SPECIFY LOADING REQUIREMNETS FOR PROJECTS. 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. 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. 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. 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 Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then the building perimeter and at valley conditions to prevent ponding. However, it is imperative that installed Standing Seam panels be secured to the secondary The Standing Seam joint detail is designed with an interlocking feature for ease of installation. structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS 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. 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. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Buildings 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 Buildings 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. 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 MBMA Code of Standard Practice (in Canada - CSA S16), which require L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit-up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building 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 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 rods at mid-bay by suspending them from secondary members. 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 loads, 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 by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V-Notch toughness shall meet AISC-341 criteria (20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). 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. 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. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Buildings 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 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 WALLS 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. Dade Co. Product Approval (www.miamidade.gov/buildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. Underwriter's Laboratory Approvals (Available only when specified in contract) SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super 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 II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B Factory Mutual Approved Assemblies (Available only when specified in contract) 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. ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ESR-2527 SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120. State of Florida Product Approvals (www.floridabuilding.org) VP TextureClad - See Transamerican Structuroc, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Approved Products Listed Under VP Buildings, Inc. (www.cwbgroup.org) Canadian CSA A660 Certifications Listed under BlueScope Buildings North America, Inc. IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) Fabricator Approvals Engineering Certifications of Authorization VP BUILDINGS ACCREDITATIONS AND APPROVALS City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289 Listed under BlueScope Buildings North America, Inc. Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc. IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) Design Approvals SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. State of Utah, City of Richmond, CA. 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. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or A/E firm. VP must be advised of any structure that is within 20 ft. of VP's building. Load effects from snow drifting, wind effects, and seismic separation must be considered for both the new and existing structures. VP has designed the new VP building for these effects. The owner/builder are responsible for employing a Professional Engineer to review and verify the existing structure for all load effects from the adjacent VP building. Shimming of steel buildings during erection may be required to accomodate allowable tolerances during fabrication and erection. Special care should be taken by the building erector to shim connections where key dimensions must be maintained for building performance as even small tolerances can have a significant impact on critical dimensions such as height, clearances and plumbness, especially as the size of the member or building increases. Conditions where shimming should be expected can include but are not limited to large door openings, critical clear height requirements, cranes, buildings greater than 45 feet in height, clear spans greater than 125 feet and adjacent frames with different characteristics (like clear span frames adjacent to an endwall or modular frame). Shims are normally provided by the erector, but may be ordered upon request by contacting your Project Manager. KS#E-29; KY#4490; LA#EF6722; MS#E-0592; MO#E-2010007736; NC#F-0998; ND#1579PE; USA--AL#CA-5589-E; AZ#22225-0; AR#576; FL#30427; GA#PEF007551; ID#C-2470; IL#184-002649; CAN--AB#P08900; NB#F0951; NL#D0044; NS#30123; NT#P062; ON#100148796; and YT#PP134 NJ#24GA28318800; NV#20437; OH#05898; OK#CA4170PE; RI#8838; SC#6206; SD#C-1787; TX#F4828; VA#0411001520; VA#0411001518; WA#4119; WV#C03059-00 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C ERECTION NOTES Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/6/2023 WCLB 3 Venture Builders 70x190 Rev. vp 2023.3NTS FOR CONSTRUCTION 9/6/2023 8:17:41 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. 1 6" Dimension Key 2 3'-4" 3 3'-4" J=8.50 4 2'-4" 5 2'-0" 6 1'-0" 1 6" Dimension Key 2 3'-4" 3 3'-4" J=8.50 4 2'-4" 5 2'-0" 6 1'-0" <*> <*> <*> 70 ' - 0 " 190'-0" 15 ' - 0 " 20 ' - 0 " 21 ' - 0 " 14 ' - 0 " 2320'-4"4320'-4"4318'-4" 14 ' - 0 " 21 ' - 0 " 20 ' - 0 " 15 ' - 0 " 1 25'-6"24'-0"29'-0"26'-0"29'-4"28'-8"26'-6"1 5 23'-0" J=8.50 6 4 3 4 14'-0" J=8.50 5 8'-0"14'-0" J=8.50 7'-0"6 24'-0" J=8.50 6 6'-0"14'-0" J=8.50 9'-4"7'-0"14'-0" J=8.50 4 3 5 6 24'-0" J=8.50 5 D1 AR1-1 AR12-1 AR12-1 AR12-1 AR1 AR1 AR2 AR2 AR2 AR2 AR2 AR2 AR2 AR2 AR2 AR2 D1 AR1-1 AR12-1 AR12-1 AR12-1 AR9 AR9 ANCHOR ROD PLAN A BL B C D E BL 1 BL 2 3 4 5 6 7 8 BL VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C ANCHOR ROD PLAN Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/6/2023 WCLB 4 Venture Builders 70x190 Rev. vp 2023.3NTS FOR CONSTRUCTION <*> 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. Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 9/6/2023 8:17:42 LOW SIDE HIGH SIDE 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. 'X'=4 3/4" w/ 7" JAMBS 'X'=5 1/4" w/ 8 1/2" JAMBS 'X'=5 3/4" w/ 10" JAMBS 'X'=7 1/4" w/ 11 1/2" JAMBS 'X'=8 3/4" w/ 7" JAMBS 'X'=9 1/4" w/ 8 1/2" JAMBS 'X'=9 3/4" w/ 10" JAMBS 'X'=11 1/4" w/ 11 1/2" JAMBS 'X'=10 1/2" w/ 8 1/2" JAMBS 'X'=11 1/2" w/ 10" JAMBS JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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. 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. C:\Users\rwalden\OneDrive - BlueScope\Building Files Design- Non Training\23-022291-01 VENTURE BUILDERS 70X190 REV. 4\Final\Detailing\ARD's\CAD\Venture Builders 70x190 Rev. 4_ANCHOR ROD PLAN - DETAILS.dwg 9/22/2023 14:51:44SAVE DATE:LAST SAVED BY:nfordFILENAME: SAVE TIME: MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125CTHIS 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ANCHOR ROD PLAN - DETAILS 2023.3a Teton West Construction Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 09/22/2023 5NTS FOR CONSTRUCTION GROUP; +-1/8" LINE; +-1/4" e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN EXCEED 1" TOTAL. ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS c. TOPS OF AR'S; +-1/2" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS "SNUG TIGHT" CONNECTIONS. AND DETAILED AS "CAST-IN-PLACE" ANCHOR RODS WITH 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE VARIATIONS ARE SUMMARIZED BELOW; PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. FOOTINGS ARE TO BE DETERMINED BY OTHERS. OF TRANSFERRING FORCES FROM ANCHOR RODS TO OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER FLUSH = 0" (0mm) L BOTTOM OF COLUMN BASE PLATE STD = 1/2" (13mm) VARIES B BASE PLATE DETAIL TYPICAL COLUMN Framed Opening at Double Jambs Opening Width + 'X' Walk Door w/o Sub Frame Walk Door w/ Sub Frame Framed Opening Opening Width + 4 1/2" Opening Width + 'X' Opening Width + 'X' FRAMED OPENING AT MASONRY SEE PLAN FOR JAMB SIZES : J = SIZE J = S E E P L A N JAMB JAMB 'EQ.' VALUES: 10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm 7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm (BY OTHERS) 76 m m 127mm 127mm 1/2" (13mm) DIAMETER CONCRETE ANCHORS BL EQ . 3" EQ . 5"5"OPENING WIDTH NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL LENGTH REQUIREMENT AND COLUMN BASE IN ANCHOR ROD ANY SPACE BETWEEN THE FOUNDATION TOP OF FOUNDATION - CONSIDER THERE IS INTERFERENCE WITH OTHER PARTS. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF FOUNDATION DESIGNER. LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE WASHER HARDENED NUT PROJECTION SUGGESTED ANCHOR ROD PROJECTION (B Y B U I L D E R ) 4" (102mm) LE N G T H BASE PLATE ELEV. BOTTOM OF COLUMN CL LB DI M A PI T C H ED G E GAGE WIDTH LE N G T H Elev.=101'-0" Gage=5" Pitch=5" Edge Out=3 1/2" Dim: A=11 1/2" Max Plate W=9",L=1'-0", Min Thk=3/8" D1 (4)3/4" Dia. 64 m m 64 m m 127mm102mm Dim. A LB 5" 2 1 / 2 " LC 2 1 / 2 " 4" Elev.=101'-0" Dim: A=5 1/8" Max Plate W=8",L=11", Min Thk=3/8" AR12-1 (4)3/4" Dia. LC GA G E EDGE WI D T H LENGTH PITCH DIM. A DI M . B LB Elev.=100'-0" Gage=5" Pitch=5" Edge Out=4" Dim: A=11 1/2" B=1'-1" Max Plate W=9",L=2'-6", Min Thk=1/2" AR9 (4)1" Dia. WIDTH LE N G T H 12 7 m m 64mm 64mm 10 2 m m Di m . A LB 5" 2 1/2" LC 2 1/2" 4" Elev.=100'-0" Dim: A=1'-0" Max Plate W=1'-0",L=1'-1", Min Thk=1/2" AR2 (4)1" Dia. WIDTH LE N G T H 12 7 m m 64mm 64mm 10 2 m m Di m . A LB 5" 2 1/2" LC 2 1/2" 4" Elev.=101'-0" Dim: A=1'-0" Max Plate W=8",L=11", Min Thk=3/8" AR1-1 (4)3/4" Dia. WIDTH LE N G T H 12 7 m m 64mm 64mm 10 2 m m Di m . A LB 5" 2 1/2" LC 2 1/2" 4" Elev.=100'-0" Dim: A=1'-0" Max Plate W=1'-0",L=1'-1", Min Thk=3/8" AR1 (4)3/4" Dia. 1 Revised 1/2" BOLTS DIM. ROW 〹⼲㠯㈰㈳ Id Bracing Member Schedule Part Description Length SBX001 3P 8" x 3/8" flg - 3/16" x 10" web 25'-10 13/16" SBX002 3P 9" x 3/8" flg - 3/16" x 12" web 29'-2 13/16" Id Rod, Strut, and Misc. Connection Bolts Qty Grade Bolt Diam.Bolt Length PartNo 1 2 A325 3/4"2 1/2"0097284 2 4 A325 3/4"2 1/2"0097284 3 6 A325 3/4"2 1/2"0097284 1 6" Dimension Key Part Bracing Part Schedule Qty Length Detail 3BSE2410611 1 25'-4 3/4"BR15L1 05RS3001 2 30'-1"BR01G2 03RS3211 2 32'-11"BR01G2 06RS3211 2 32'-11"BR01G2 3BSA2400611 1 24'-6 3/4"BR15L1 07RU2807 2 28'-7"BR02K1 1 13BSE2410611 0 5 R S 3 0 0 1 05RS3001 0 3 R S 3 2 1 1 0 3 R S3 2 11 0 6 R S 3 2 1 1 0 6R S 32 1 1 1 13BSA240061107RU2807 07RU2807 SBX0012 2 SBX0023 3 70 ' - 0 " 190'-0" 15 ' - 0 " 20 ' - 0 " 21 ' - 0 " 14 ' - 0 " 14 ' - 0 " 21 ' - 0 " 20 ' - 0 " 15 ' - 0 " 1 25'-6"24'-0"29'-0"26'-0"29'-4"28'-8"26'-6"1 CX001 RB X 0 1 6 RB X 0 0 2 RB X 0 0 3 CX002 EP X 0 0 1 EP X 0 0 2 EP X 0 0 3 CX003 RB X 0 0 4 RB X 0 0 5 CX004 CX005 RB X 0 0 6 RB X 0 0 7 CX006 CX007 RB X 0 0 8 RB X 0 0 9 CX008 CX009 RB X 0 1 0 RB X 0 1 1 CX010 CX011 RB X 0 1 2 RB X 0 1 3 CX012 CX013 RB X 0 1 4 RB X 0 1 5 CX006 CX001 RB X 0 1 6 RB X 0 1 7 RB X 0 1 8 CX002 EP X 0 0 4 EP X 0 0 5 EP X 0 0 6 CX014 RBX019 CX015 A BL B C D E BL 1 BL 2 3 4 5 6 7 8 BL PRIMARY AND ROOF BRACING PLAN HIGH SIDE LOW SIDE VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C PRIMARY AND ROOF BRACING PLAN Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 6 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop 9/14/2023 17:49:37 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CX001 1 8.0000 .3750 .1644 11"11"22'-4 3/16"615# RBX016 2-5 5.0000 .1875 .1345 9"9"31'-10 15/16"338# RBX002 6-8 5.0000 .1875 .1345 9"9"20'-0"217# RBX003 9 5.0000 .1875 .1345 9"9"18'-3 1/2"205# 10 5.0000 .1875 .1345 9"9" 11 5.0000 .1875 .1345 9"9 7/8" CX002 12 5.0000 .1875 .1345 10"10"16'-7 11/16"203# EPX001 13 5.0000 .1875 .1345 10"10"21'-3 1/8"249#BR25CA EPX002 14 5.0000 .1875 .1345 10"10"19'-6 1/8"230#BR25CA EPX003 15 5.0000 .1875 .1345 10"10"17'-10 1/8"212#BR25CA Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 4 A325 1/2"1 1/2"3/8"1 1 49080 B 6 F1852 3/4"1 3/4"1/4"2 1 Yes Yes 0097387 C 4 F1852 3/4"1 3/4"1/4"1 1 Yes Yes 0097387 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX001) and 12(CX002): 66'-10" Frame Clearances Vert. Clearance at member 1(CX001): 23'-3 5/16" Vert. Clearance at member 12(CX002): 17'-7 3/4" Vert. Clearance at member 13(EPX001): 22'-2 15/16" Vert. Clearance at member 14(EPX002): 20'-5 15/16" Vert. Clearance at member 15(EPX003): 18'-9 15/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 14'-0"21'-0"20'-0"15'-0" E BL A BL CL D CL C CL B 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 1 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 EA P 2 EA P 2 GC 1 8 1 0 6 0 GF B 1 1 0 7 GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 1 1 GF B 2 0 0 1 < S > 3 4 11 @ 5'-0" 5 6 7 KMA1 (2)WBBC2 1 GFB2000 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX 0 0 1 RBX016 RBX002 RBX003 CX 0 0 2 EP X 0 0 1 EP X 0 0 2 EP X 0 0 3 A B C A A A A 101'-0"101'-0"101'-0"101'-0"101'-0" VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 1 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 7 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 1 9/22/2023 13:37:50 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX003 1 10.0000 .5000 .1875 1'-0"2'-10"24'-1 3/16"1316# RBX004 2 6.0000 .5000 .1875 3'-5 1/4"2'-7"31'-4"1332# 3 6.0000 .3750 .1875 2'-7"3'-3" RBX005 4 6.0000 .3750 .1875 3'-3"2'-7"31'-10 1/16"1251# 5 6.0000 .3750 .1875 2'-7"3'-0" CX004 6 8.0000 .3750 .1875 1'-0"3'-0"18'-7 3/8"773# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 12 F1852 7/8"3"3/4"4 2 Yes Yes 0097397 B 12 F1852 3/4"2 1/2"5/8"2 4 Yes Yes 0097390 C 12 F1852 3/4"2 1/2"5/8"4 2 Yes Yes 0097390 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX003) and 6(CX004): 62'-9" Frame Clearances Vert. Clearance at member 1(CX003): 20'-5" Vert. Clearance at member 6(CX004): 15'-7 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) E BL A BL 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 2 1 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 ES B S B ES B S C (2 ) K M A 1 (4 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 (2 ) K M A 1 (4 ) W B B C 2 EA P 1 EA P 1 (2 ) G F B 4 0 1 7 GF B 3 0 7 7 GF B 3 1 1 6 GF B 4 0 1 7 GF B 3 0 9 6 GF B 3 0 7 7 (2 ) G F B 3 1 1 6 3 4 11 @ 5'-0" 5 6 7 (2)KMA1 (4)WBBC2 1 (2)GFB3077 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX003 RBX004 RBX005 C X 0 0 4 A B C VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 2 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 8 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 2 9/14/2023 17:49:44 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX005 1 10.0000 .5000 .1875 1'-0"2'-10"24'-1 3/16"1362# RBX006 2 6.0000 .5000 .1875 3'-5 1/4"2'-7"31'-3 5/8"1475# 3 6.0000 .5000 .1875 2'-7"3'-3" RBX007 4 6.0000 .3750 .1875 3'-3"2'-7"31'-10 1/16"1298# 5 6.0000 .3750 .1875 2'-7"3'-0" CX006 6 8.0000 .3750 .1875 1'-0"3'-0"18'-7 3/8"792# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 1"3 1/2"1"3 2 Yes Yes 0097546 B 12 F1852 7/8"3"3/4"2 4 Yes Yes 0097397 C 12 F1852 3/4"2 3/4"3/4"4 2 Yes Yes 0097391 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX005) and 6(CX006): 62'-9" Frame Clearances Vert. Clearance at member 1(CX005): 20'-5" Vert. Clearance at member 6(CX006): 15'-7 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) E BL A BL 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 3 1 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 EA P 1 ES B S B ES B S C (2 ) K M A 1 (4 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 (2 ) K M A 1 (4 ) W B B C 2 EA P 1 (2 ) G F B 4 0 1 7 GF B 3 0 7 7 GF B 3 1 1 6 GF B 4 0 1 7 GF B 3 1 1 6 GF B 3 0 9 6 GF B 3 0 7 7 (2 ) G F B 3 1 1 6 3 4 11 @ 5'-0" 5 6 7 (2)KMA1 (4)WBBC2 1 (2)GFB3077 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX005 RBX006 RBX007 C X 0 0 6 AA B C VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 3 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 9 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 3 9/14/2023 17:49:45 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX007 1 10.0000 .5000 .1875 1'-0"2'-10"24'-1 3/16"1369# RBX008 2 6.0000 .5000 .1875 3'-5 1/4"2'-7"31'-3 5/8"1377# 3 6.0000 .3750 .1875 2'-7"3'-3" RBX009 4 6.0000 .3750 .1875 3'-3"2'-7"31'-10 1/16"1312# 5 6.0000 .3750 .1875 2'-7"3'-0" CX008 6 8.0000 .3750 .1875 1'-0"3'-0"18'-7 3/8"800# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 1"3 1/2"1"3 2 Yes Yes 0097546 B 12 F1852 7/8"3"3/4"2 4 Yes Yes 0097397 C 12 F1852 3/4"2 3/4"3/4"4 2 Yes Yes 0097391 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX007) and 6(CX008): 62'-9" Frame Clearances Vert. Clearance at member 1(CX007): 20'-5" Vert. Clearance at member 6(CX008): 15'-7 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) E BL A BL 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 1 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 EA P 1 ES B S B ES B S C (2 ) K M A 1 (4 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 (2 ) K M A 1 (4 ) W B B C 2 EA P 1 (2 ) G F B 4 0 1 7 GF B 3 0 7 7 GF B 3 1 1 6 GF B 3 1 1 6 GF B 4 0 1 7 GF B 3 1 1 6 GF B 3 0 9 6 GF B 3 0 7 7 (2 ) G F B 3 1 1 6 3 4 11 @ 5'-0" 5 6 7 (2)KMA1 (4)WBBC2 1 (2)GFB3077 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX007 RBX008 RBX009 C X 0 0 8 AA B C VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 4 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 10 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 4 9/14/2023 17:49:46 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX009 1 10.0000 .5000 .1875 1'-0"2'-10"24'-1 3/16"1356# RBX010 2 6.0000 .5000 .1875 3'-5 1/4"2'-7"31'-3 5/8"1398# 3 6.0000 .3750 .1875 2'-7"3'-3" RBX011 4 6.0000 .3750 .1875 3'-3"2'-7"31'-10 1/16"1333# 5 6.0000 .3750 .1875 2'-7"3'-0" CX010 6 8.0000 .3750 .1875 1'-0"3'-0"18'-7 3/8"811# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 1"3 1/2"1"3 2 Yes Yes 0097546 B 12 F1852 1"3 1/2"1"2 4 Yes Yes 0097546 C 12 F1852 3/4"2 3/4"3/4"4 2 Yes Yes 0097391 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX009) and 6(CX010): 62'-9" Frame Clearances Vert. Clearance at member 1(CX009): 20'-5" Vert. Clearance at member 6(CX010): 15'-7 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) E BL A BL 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 5 1 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 EA P 1 ES B S B ES B S C KM A 1 (4 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 (2 ) K M A 1 (4 ) W B B C 2 EA P 1 (2 ) G F B 4 0 1 7 GF B 3 0 7 7 GF B 3 1 1 6 GF B 3 1 1 6 GF B 4 0 1 7 GF B 3 1 1 6 GF B 3 0 9 6 GF B 3 0 7 7 (2 ) G F B 3 1 1 6 3 4 11 @ 5'-0" 5 6 7 (2)KMA1 (4)WBBC2 1 (2)GFB3077 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX009 RBX010 RBX011 C X 0 1 0 AA B C VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 5 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 11 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 5 9/14/2023 17:49:48 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX011 1 8.0000 .5000 .1875 1'-0"2'-10"24'-1 3/16"1158# RBX012 2 6.0000 .5000 .1875 3'-5 1/4"2'-7"31'-3 5/8"1496# 3 6.0000 .5000 .1875 2'-7"3'-3" RBX013 4 6.0000 .5000 .1875 3'-3"2'-7"31'-10 1/16"1419# 5 6.0000 .3750 .1875 2'-7"3'-0" CX012 6 8.0000 .3750 .1875 1'-0"3'-0"18'-7 3/8"803# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 1"3 1/2"1"3 2 Yes Yes 0097546 B 10 F1852 1"3 1/2"1"2 3 Yes Yes 0097546 C 12 F1852 3/4"2 3/4"3/4"4 2 Yes Yes 0097391 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX011) and 6(CX012): 62'-9" Frame Clearances Vert. Clearance at member 1(CX011): 20'-5" Vert. Clearance at member 6(CX012): 15'-7 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) E BL A BL 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 6 KMA1 (2)WBBC2 KMA1 (2)WBBC2 1 HFB2066 HFB3077 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 EA P 1 ES B S B ES B S C (2 ) K M A 1 (4 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 (2 ) K M A 1 (4 ) W B B C 2 EA P 1 (2 ) G F B 4 0 1 7 GF B 3 0 7 7 GF B 3 1 1 6 GF B 4 0 1 7 GF B 3 0 9 6 GF B 3 0 7 7 (2 ) G F B 3 1 1 6 3 4 11 @ 5'-0" 5 6 7 (2)KMA1 (4)WBBC2 1 (2)GFB3077 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX011 RBX012 RBX013 C X 0 1 2 AA B C VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 6 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 12 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 6 9/14/2023 17:49:49 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX013 1 10.0000 .5000 .1875 1'-0"2'-10"24'-1 3/16"1350# RBX014 2 6.0000 .5000 .1875 3'-5 1/4"2'-7"31'-3 5/8"1398# 3 6.0000 .3750 .1875 2'-7"3'-3" RBX015 4 6.0000 .3750 .1875 3'-3"2'-7"31'-10 1/16"1320# 5 6.0000 .3750 .1875 2'-7"3'-0" CX006 6 8.0000 .3750 .1875 1'-0"3'-0"18'-7 3/8"792# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 1"3 1/2"1"3 2 Yes Yes 0097546 B 12 F1852 1"3 1/2"1"2 4 Yes Yes 0097546 C 12 F1852 3/4"2 3/4"3/4"4 2 Yes Yes 0097391 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX013) and 6(CX006): 62'-9" Frame Clearances Vert. Clearance at member 1(CX013): 20'-5" Vert. Clearance at member 6(CX006): 15'-7 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) NOTE: PLEASE INSTALL HFB ON THE OPPOSITE SIDE OF 24'-0"X20'-0" FO E BL A BL 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 7 KMA1 (2)WBBC2 1 *HFB3077<S> 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 EA P 1 ES B S B ES B S C (2 ) K M A 1 (4 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 (2 ) K M A 1 (4 ) W B B C 2 EA P 1 (2 ) G F B 4 0 1 7 GF B 3 0 7 7 GF B 3 1 1 6 GF B 3 1 1 6 GF B 4 0 1 7 GF B 3 1 1 6 GF B 3 0 9 6 GF B 3 0 7 7 (2 ) G F B 3 1 1 6 3 4 11 @ 5'-0" 5 6 7 (2)KMA1 (4)WBBC2 1 (2)GFB3077 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX013 RBX014 RBX015 C X 0 0 6 AA B C VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 7 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 13 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 7 9/14/2023 17:49:50 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CX001 1 8.0000 .3750 .1644 11"11"22'-4 3/16"615# RBX016 2-5 5.0000 .1875 .1345 9"9"31'-10 15/16"338# RBX017 6-8 5.0000 .1875 .1345 9"9"20'-0"217# RBX018 9 5.0000 .1875 .1345 9"9"18'-3 1/2"205# 10 5.0000 .1875 .1345 9"9" 11 5.0000 .1875 .1345 9"9 15/16" CX002 12 5.0000 .1875 .1345 10"10"16'-7 11/16"203# EPX004 13 5.0000 .1875 .1345 10"10"21'-3 1/8"249#BR25CA EPX005 14 5.0000 .1875 .1345 10"10"19'-6 1/8"230#BR25CA EPX006 15 5.0000 .1875 .1345 10"10"17'-10 1/8"212#BR25CA Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 4 A325 1/2"1 1/2"3/8"1 1 49080 B 6 F1852 3/4"1 3/4"1/4"2 1 Yes Yes 0097387 C 4 F1852 3/4"1 3/4"1/4"1 1 Yes Yes 0097387 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 8 1/2" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 4'-0" 5 4'-1 7/16" 6 2'-4 9/16" 7 2'-8 7/8" 8 2 @ 5'-0" 9 1'-11 3/4" Horiz. Clearance between members 1(CX001) and 12(CX002): 66'-10" Frame Clearances Vert. Clearance at member 1(CX001): 23'-3 5/16" Vert. Clearance at member 12(CX002): 17'-7 3/4" Vert. Clearance at member 13(EPX004): 22'-2 15/16" Vert. Clearance at member 14(EPX005): 20'-5 15/16" Vert. Clearance at member 15(EPX006): 18'-9 15/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) GC 1 8 1 0 6 0 14'-0"21'-0"20'-0"15'-0" E BL A BL CL D CL C CL B 70'-0" FRAME CROSS SECTION AT FRAME LINE(S) 8 1 7' - 2 1 / 4 " 3 @ 5 ' - 0 " 2 EA P 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 EA P 2 GF B 1 1 0 7 GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 1 1 GF B 2 0 0 1 < S > 3 4 11 @ 5'-0" 5 6 7 KMA1 (2)WBBC2 1 GFB2000 7' - 2 1 / 4 " 8 9 25 ' - 0 " 19 ' - 2 " 70'-2 15/16" 1.0000:12 CX 0 0 1 RBX016 RBX017 RBX018 CX 0 0 2 EP X 0 0 4 EP X 0 0 5 EP X 0 0 6 A B C A A A A 101'-0"101'-0"101'-0"101'-0"101'-0" VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C FRAME CROSS SECTION AT FRAME LINE(S) 8 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 14 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 8 9/22/2023 13:41:56 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX014 1 8.0000 .3750 .1875 2'-5"2'-5"23'-7 7/16"1023# RBX019 2-3 8.0000 .3750 .1875 1'-8"1'-8"22'-9 1/4"835# CX015 4 8.0000 .3750 .1875 2'-5"2'-5"23'-7 7/16"1023# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 12 A325 1"3 1/2"3/4"3 3 0097288 B 3 A325 3/4"2 1/2"3/8"--0097284 1 8" Dimension Key 2 1'-3 1/2" Horiz. Clearance between members 1(CX014) and 4(CX015): 22'-10" Frame Clearances Vert. Clearance at member 1(CX014): 21'-8 5/16" Vert. Clearance at member 4(CX015): 21'-8 5/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 29'-0" 1127'-8" 3 4 PORTAL FRAME ELEVATION ALONG E 1 HFB4106 1 HFB4106 CX 0 1 4 RBX019 CX 0 1 5 A A 23 ' - 7 7 / 1 6 " 2 B B VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C PORTAL FRAME ELEVATION ALONG E Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 15 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop Wall 4, Frame 3 9/14/2023 16:57:58 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C PRIMARY BRACING SED'S Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 16 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. 9/14/2023 SEDSheet 16:57:58 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. 1 RKCB15 Part Mark Key (+) SSR Fixed Clip Location 1 6" Dimension Key Mark Secondary Part Schedule Part Thick.Depth Lap Detail E1 00108HS2511417B01 0.060 8 1/2"RS12PE,RS12PF E2 00110ES2511417B01 0.060 10"RS12PE,RS12PF E3 08H2311411DDB01 0.113 8 1/2"RS12PE E4 10E2311417DDB01 0.060 10"RS12PE E5 08H2811411DDB01 0.113 8 1/2"RS12PE E6 10E2811414DDB01 0.079 10"RS12PE E7 08H2511417DDB01 0.060 8 1/2"RS12PE E8 10E2511417DDB01 0.060 10"RS12PE E9 08H2903411DDB01 0.113 8 1/2"RS12PE E10 10E2903414DDB01 0.079 10"RS12PE E11 08H2807411DDB01 0.113 8 1/2"RS12PE E12 10E2807417DDB01 0.060 10"RS12PE E13 00208HS2611417B01 0.060 8 1/2"RS12PE,RS12PF E14 00210ES2611417B01 0.060 10"RS12PE,RS12PF P1 10Z2911414B5B0 0.079 10"3'-10 1/2"RS02T1,RS01U1 P2 10Z2911411B5B0 0.113 10"3'-10 1/2"RS02T1,RS01U1,RS03J2 P3 10Z291141644B0 0.068 10"2'-10 1/2"RS01U1 P4 10Z291141544B0 0.073 10"2'-10 1/2"RS01U1,RS03J2 P5 10Z361141655B0 0.068 10"3'-10 1/2"RS01U1 P6 10Z361141355B0 0.088 10"3'-10 1/2"RS01U1 P7 10Z361141455B0 0.079 10"3'-10 1/2"RS01U1,RS03J2 P8 10Z331141555B0 0.073 10"3'-10 1/2"RS01U1 P9 10Z331141455B0 0.079 10"3'-10 1/2"RS01U1,RS03J2 P10 10Z350341744B0 0.060 10"2'-10 1/2"RS01U1 P11 10Z350341344B0 0.088 10"2'-10 1/2"RS01U1,RS03J2 P12 10Z360741555B0 0.073 10"3'-10 1/2"RS01U1 P13 10Z360741355B0 0.088 10"3'-10 1/2"RS01U1,RS03J2 P14 10Z3011414B5B0 0.079 10"3'-10 1/2"RS02T1,RS01U1 P15 10Z3011411B5B0 0.113 10"3'-10 1/2"RS02T1,RS01U1,RS03J2 Id Secondary Bracing Schedule Qty Mark No Spacing 1 44 PBA0203 2'-0" 2 19 VLZPB4017 4'-0" 3 209 VLZPB5017(Typ.)5'-0" 4 19 VLZPB4032 4'-1 7/16" 5 19 VLZPB2064 2'-4 9/16" 6 44 PBA0301 2'-8 7/8" See SED: BR09K5,BR09RY, BR09RZ, BR09K2 BRV001, BR09Y2, BRR048 Note: Angles (705166) to be located above angles (VLZPB) at nearest roof panel corrugation. 70 ' - 0 " 190'-0" 1 25'-6"24'-0"29'-0"26'-0"29'-4"28'-8"26'-6"1 1R1B1 E1 P1 P2(Typ.) E2 1R1B2 E3 P3 P3 P3 P4(Typ.) E4 1R1B3 E5 P5 P6 P6 P6 P7(Typ.) E6 1R1B4 E7 P8 P9(Typ.) E8 1R1B5 E9 P10 P11(Typ.) E10 1R1B6 E11 P12 P13(Typ.) E12 1R1B7 E13 P14 P15(Typ.) E14 1 2 3 4 5 6 1 2 4 5 6 1 2 4 5 6 1 6 1 2 4 5 6 1 2 4 5 6 1 6 1 2 4 5 6 1 2 4 5 6 1 6 1 2 4 5 6 1 2 4 5 6 1 6 1 2 4 5 6 1 2 4 5 6 1 6 1 2 4 5 6 1 2 4 5 6 1 2 4 5 6 1 2 4 5 6 1 6 1 2 4 5 6 1 2 4 5 6 1 2 4 5 6 1 2 4 5 6 1 1 1 1 1 1 1 1 1 1 ++ ++ ++ ROOF SECONDARY PLAN A BL B C D E BL 1 BL 2 3 4 5 6 7 8 BL HIGH SIDE LOW SIDE VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C ROOF SECONDARY PLAN Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 17 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop 9/14/2023 16:58:01 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C ROOF SECONDARY SED'S (a) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 18 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. 9/14/2023 SEDSheet 16:58:01 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C ROOF SECONDARY SED'S (b) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 19 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. 9/14/2023 SEDSheet 16:58:03 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. 2 GFA206 Part Mark Key 1 1'-11 3/4" Dimension Key 2 3'-0 1/4" Mark Secondary Part Schedule Part Thick.Depth Detail G1 00108CS1303017E0 0.0600 8 1/2"WSR001,WS01H2,WSR065 G2 00108ZS1303017E0 0.0600 8 1/2"WSR001,WS01H2,WSR065 G3 08C1909417EEF0 0.0600 8 1/2"WSR065,WS01H2 G4 08Z1909417EEF0 0.0600 8 1/2"WSR065,WS01H2 G5 08C2009416EEF0 0.0680 8 1/2"WSR065,WS01H2 G6 08Z2009417EEF0 0.0600 8 1/2"WSR065,WS01H2 G7 00208CS1202017E0 0.0600 8 1/2"WSR001,WSR065,WS01H2 G8 00208ZS1202017E0 0.0600 8 1/2"WSR001,WSR065,WS01H2 G9 00308ZS081121710 0.0600 8 1/2"WSR001,WSR065,WS04E2 Part Bracing Part Schedule Qty Length Detail 04RS2711 1 27'-11"BR01G2,BRR052 04RS2610 1 26'-10"BR01G2,BRR052 Id Secondary Bracing Schedule Qty Mark No Spacing 1 12 CPBB050108 5'-0" See SED: BRR002, BRR003, BRR004, BRR005, BRR006 Teton Steel PBR 70'-0" 19 ' - 2 " 25 ' - 0 " 15'-0"20'-0"21'-0"14'-0" A BL E BL CL D CL C CL B 1W1B0 G1 G2(Typ.) 1W1B1 G3 G4(Typ.) 1W1B2 G5 G6(Typ.) 1W1B3 G7 G8(Typ.) G9 7' - 2 1 / 4 " 2@ 5 ' - 0 " 1 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 0 4 R S 2 7 1 1 0 4 R S 2 6 1 0 SECONDARY ELEVATION AT 1 1 1 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C SECONDARY ELEVATION AT 1 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 20 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop, Wall = 1 9/14/2023 16:58:05 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. 1 H1 Part Mark Key 2 PG1 1 6" Dimension Key 2 1'-11 3/4" 3 3'-4" 4 2'-4" 5 9 3/4" 6 2'-0" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G10 00108BB261141700 0.0600 8 1/2"WSR001,WS01GA,WSR065 G11 08Z2911417B4B0 0.0600 8 1/2"2'-10 1/2"WSR001,WSR065,WS01G3 G12 00208BB280741700 0.0600 8 1/2"WS01GA,WSR065 G13 08Z320741733B0 0.0600 8 1/2"1'-10 1/2"WSR065,WS01G3 G14 00308BB290341700 0.0600 8 1/2"WS01GA,WSR065 G15 08Z320341722B0 0.0600 8 1/2"1'-4 1/2"WSR065,WS01G3 G16 00408BB251141700 0.0600 8 1/2"WS01GA,WSR065 G17 08Z271141711B0 0.0600 8 1/2"10 1/2"WSR065,WS01G3 G18 00508BB281141700 0.0600 8 1/2"WS01GA,WSR065 G19 08Z301141711B0 0.0600 8 1/2"10 1/2"WSR065,WS01G3 G20 00608BB231141700 0.0600 8 1/2"WS01GA,WSR065 G21 08Z251141711B0 0.0600 8 1/2"10 1/2"WSR065,WS01G3 G22 00708BB251141700 0.0600 8 1/2"WSR001,WS01GA,WSR065 G23 08Z2611417B1B0 0.0600 8 1/2"10 1/2"WSR001,WSR065,WS01G3 H1 DHC0304017 0.0600 8 1/2"WS21D7 H2 00308JS0500017 0.0600 8 1/2"WS20F9 J1 00108JS0510415 0.0730 8 1/2"WS21D7,WS20B2,WSX20B8 J2 00208JS0404417 0.0600 8 1/2"WS20FB,WS20F9,WS20B2,WS20H2 Id Framed Opening Locations Width Height Sill Ht.Frame To Dimen.Description FO1 5'-0"2'-0"13'-0"1 Jamb-L 10'-6"5x2 WDW FO1 5'-0"2'-0"13'-0"2 Jamb-L 11'-10"5x2 WDW FO1 5'-0"2'-0"13'-0"3 Jamb-L 12'-2"5x2 WDW FO1 5'-0"2'-0"13'-0"4 Jamb-L 10'-6"5x2 WDW FO1 5'-0"2'-0"13'-0"5 Jamb-L 12'-0"5x2 WDW FO1 5'-0"2'-0"13'-0"6 Jamb-L 9'-6"5x2 WDW FO1 5'-0"2'-0"13'-0"7 Jamb-L 10'-6"5x2 WDW Part Bracing Part Schedule Qty Length Detail 11RU3208 2 32'-8"BR02K1 Id Secondary Bracing Schedule Qty Mark No Spacing 1 42 CPBB050108 5'-0" See SED: BRR002, BRR003, BRR004, BRR005, BRR006 Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR 190'-0" 19 ' - 2 " 1 26'-6"28'-8"29'-4"26'-0"29'-0"24'-0"25'-6"1 8 BL 1 BL CLCL 2 CL 3 CL 4 CL 5 CL 6 CL 7 CL 1 2 2 J1 2 2 J1 2 2H2 2 2H2 2 2 J2 2 2 J2 1W2B1 G10 G11(Typ.)2 2H2 2 2H2 2 2 J2 2 2 J2 1W2B2 G12 G13(Typ.)2 2H2 2 2H2 2 2 J2 2 2 J2 1W2B3 G14 G15(Typ.) 1 2 2 J1 2 2 J1 2 2H2 2 2H2 2 2 J2 2 2 J2 1W2B4 G16 G17(Typ.)2 2H2 2 2H2 2 2 J2 2 2 J2 1W2B5 G18 G19(Typ.) 1 2 2 J1 2 2 J1 2 2H2 2 2H2 2 2 J2 2 2 J2 1W2B6 G20 G21(Typ.)2 2 J2 2 2 J2 1W2B7 G22 G23(Typ.)2 2H2 2 2H2 1W2B7 7' - 2 1 / 4 " 2@ 5 ' - 0 " 2 3 3 20'-4"4 3 20'-4"4 3 18'-4" 11'-0"5'-0"11'-0"11'-10"5'-0"11'-10"12'-2"5'-0"12'-2"10'-6"5'-0"10'-6"12'-0"5'-0"12'-0"9'-6"5'-0"9'-6"10'-6"5'-0"10'-6" 7' - 2 " 5 6 5 6 5 6 7' - 2 " 5 6 5 6 7' - 2 " 5 6 5 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 R U 3 2 0 8 11RU3208 FO1 FO1 FO1 FO1 FO1 FO1 FO1 SECONDARY ELEVATION AT A VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C SECONDARY ELEVATION AT A Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 21 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop, Wall = 2 9/22/2023 13:48:13 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. 2 GFA206 Part Mark Key 1 2'-9 3/4" Dimension Key Mark Secondary Part Schedule Part Thick.Depth Detail G1 00108CS1303017E0 0.0600 8 1/2"WSR001,WSR065,WS01H2 G2 00108ZS1303017E0 0.0600 8 1/2"WSR001,WSR065,WS01H2 G3 08C1909417EEF0 0.0600 8 1/2"WSR065,WS01H2 G4 08Z1909417EEF0 0.0600 8 1/2"WSR065,WS01H2 G5 08C2009416EEF0 0.0680 8 1/2"WSR065,WS01H2 G6 08Z2009417EEF0 0.0600 8 1/2"WSR065,WS01H2 G7 00208CS1202017E0 0.0600 8 1/2"WSR001,WS01H2,WSR065 G8 00208ZS1202017E0 0.0600 8 1/2"WSR001,WS01H2,WSR065 G9 00308ZS081121710 0.0600 8 1/2"WSR001,WS04E2,WSR065 Part Bracing Part Schedule Qty Length Detail 04RS2808 1 28'-8"BR01G2 04RS2910 1 29'-10"BR01G2 Id Secondary Bracing Schedule Qty Mark No Spacing 1 12 CPBB050108 5'-0" See SED: BRR002,BRR003, BRR004, BRR005, BRR006 Teton Steel PBR 1 1 70'-0" 25 ' - 0 " 19 ' - 2 " 14'-0"21'-0"20'-0"15'-0" E BL A BL CL D CL C CL B 1W3B0 G7 G8(Typ.) G9 1W3B1 G5 G6(Typ.) 1W3B2 G3 G4(Typ.) 1W3B3 G1 G2(Typ.) 7' - 2 1 / 4 " 3@ 5 ' - 0 " 1 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 0 4 R S 2 8 0 8 0 4 R S 2 9 1 0 SECONDARY ELEVATION AT 8 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C SECONDARY ELEVATION AT 8 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 22 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop, Wall = 3 9/25/2023 9:19:41 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. 1 JTG1 Part Mark Key 2 PG1 3 TSC1 4 J4 5 G25 6 G26(Typ.) 7 H1 8 GC5 9 J9 1 6" Dimension Key 2 2'-9 3/4" 3 2'-0" 4 1'-0" 5 2'-4" 6 3'-4" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G17 08Z271141711B0 0.0600 8 1/2"10 1/2"WSR065,WS01G3 G25 00308CS010841700 0.0600 8 1/2"WSR001,WS20F2 G26 00508ZS010841700 0.0600 8 1/2"WSR001,WS20F2 G27 08Z2611417B100 0.0600 8 1/2"10 1/2"WSR001,WSR065,WS01G3 G28 00408CS080541700 0.0600 8 1/2"WS20F2,WS21D5 G29 00608ZS080541700 0.0600 8 1/2"WS20F2,WS21D5 G30 00708ZS250841400 0.0790 8 1/2"10 1/2"WSR065,WS01G3,WS20F2,WS21D5 G31 08Z261141722B0 0.0600 8 1/2"1'-4 1/2"WSR065,WS01G3 G32 00508CS090541700 0.0600 8 1/2"WS20F2,WS21D5 G33 00608CS070541700 0.0600 8 1/2"WS20F2,WS21D5 G34 00808ZS090541100 0.1130 8 1/2"WS20F2,WS21D5 G35 00908ZS070541700 0.0600 8 1/2"WS20F2,WS21D5 G36 01008ZS3308411B0 0.1130 8 1/2"3'-10 1/2"WS20F2,WSR065,WS01G3,WS21D5 G37 08Z30114171100 0.0600 8 1/2"10 1/2"WSR065,WS01G3 G38 00708CS060541700 0.0600 8 1/2"WS20F2,WS21D5 G39 08C0900417DG00 0.0600 8 1/2"WSR065,WS01G2,WS20F2 G40 01108ZS060541700 0.0600 8 1/2"WS20F2,WS21D5 G41 08Z0900414DG00 0.0790 8 1/2"WSR065,WS01G2,WS20F2 G42 01208ZS3300412B0 0.0980 8 1/2"2'-10 1/2"WSR065,WS01G3,WS20F2,WS21D5 G43 08Z31034171100 0.0600 8 1/2"10 1/2"WSR065,WS01G3 G44 08C0608417DG00 0.0600 8 1/2"WS20F2,WSR065,WS01G2 G45 00808CS080141700 0.0600 8 1/2"WS20F2,WS21D5 G46 08Z0608417DG00 0.0600 8 1/2"WS20F2,WSR065,WS01G2 G47 01308ZS080141700 0.0600 8 1/2"WS20F2,WS21D5 G48 01408ZS3304412B0 0.0980 8 1/2"3'-10 1/2"WS20F2,WSR065,WS01G3,WS21D5 G49 08Z30074171100 0.0600 8 1/2"10 1/2"WSR065,WS01G3 G50 08Z2805416B200 0.0680 8 1/2"1'-4 1/2"WSR001,WSR065,WS01G3 H1 DHC0304017 0.0600 8 1/2"WS21D7 H3 00508JS2300013 0.0880 8 1/2"WS20F9 H4 01008JS1400017 0.0600 8 1/2"WS20F9 H5 01208JS2400013 0.0880 8 1/2"WS20F9 J3 00408JS2010411 0.1130 8 1/2"WS20F9,WS20F2,WS20H3,WSX20B8 J4 00608JS0106617 0.0600 8 1/2"WS20B6,WS20H3 J8 01108JS0404417 0.0600 8 1/2"WS20B2,WS20H2 J9 01308JS0106614 0.079 8 1/2"WS20B6,WS20H2 J10 00708JS0602215 0.0730 8 1/2"WS21D7,WS20B1,WSX20B8 J11 00808JS1510615 0.0730 8 1/2"WS20F9,WS20F2,WS20H3,WSX20B8 J12 00908JS1510615 0.0730 8 1/2"WS20F9,WS20F2,WS20H3,WSX20B8 Id Secondary Bracing Schedule Qty Mark No Spacing 1 7 CPBB050108 5'-0" See SED: BRR002, BRR003, BRR004, BRR005, BRR006 Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR 93 2 92 3 9 933 2 2 9933 2 2 190'-0" 25 ' - 0 " 1 25'-6"24'-0"29'-0"26'-0"29'-4"28'-8"26'-6"1 1 BL 8 BL CL CL 2 CL 3 CL 4 CL 5 CL 6 CL 7 CL 1 1 1 2 2 H3 2 2 J3 2 2 J3 2 3 42 3 4 1W4B1 5 6 G27 7 1 1 2 8 J1 0 2 8 J1 0 1 1 2 2 H4 1 2 2 J1 1 2 2 J1 2 2 2 J8 2 2 J8 2 3 42 3 4 1W4B2 G28 G29 G30 G31 1 1 1 1 1 1 1 1 2 2 H4 2 2 J1 1 2 2 J1 1 1 2 2 J8 2 2 J8 2 3 42 3 4 1W4B3 G32 G33 G34 G35 G36 G37 2 2 H5 2 2 J3 2 2 J3 2 3 42 3 4 1W4B4 G17 1 1 1 1 1 1 2 2 H4 1 2 2 J1 1 2 2 J1 2 2 2 J8 2 2 J8 2 3 42 3 4 1W4B5 G38 G39 G40 G41 G42 G43 7 2 8 J1 0 2 8 J1 0 1 1 1 1 1 1 2 2 H4 2 2 J1 1 2 2 J1 1 1 2 2 J8 2 2 J8 2 3 42 3 4 1W4B6 G44 G45 G46 G47 G48 G49 1 1 1 2 2 J3 2 2 J3 2 3 42 3 4 1W4B7 5 6 G502 2 H5 1W4B7 7' - 2 1 / 4 " 3@ 5 ' - 0 " 2 3 23'-0"4 5 6 5 14'-0"3 8'-0"14'-0"7'-0"4 24'-0"4 6'-0"14'-0"9'-4"7'-0"14'-0"5 6 3 4 24'-0"3 20 ' - 0 " 7' - 2 " 14 ' - 0 " 14 ' - 0 " 20 ' - 0 " 14 ' - 0 " 7' - 2 " 14 ' - 0 " 20 ' - 0 " 1 1 1 1 1 1 1 SECONDARY ELEVATION AT E VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C SECONDARY ELEVATION AT E Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 23 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. Shape Name = Shop, Wall = 4 9/22/2023 13:56:31 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C WALL SECONDARY SED'S (a) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 24 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. 9/14/2023 SEDSheet 16:58:08 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C WALL SECONDARY SED'S (b) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 25 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. 9/14/2023 SEDSheet 16:58:10 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C WALL SECONDARY SED'S (c) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 26 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN 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. 9/14/2023 SEDSheet 16:58:11 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Id Covering Mark Schedule Qty Start Panel Qty Stagger/Last Panel #1 48 S45053242GTD 48 S50053242GTD #2 48 S24112242GTD 48 S19112242GTD Id Covering Schedule Qty Start Length Qty Stagger Length Type Gage OP Fin.Color Direction #1 48 45'-5 3/8"48 50'-5 3/8"SSR 24 2 G TD Left to Right #2 48 24'-11 1/4"48 19'-11 1/4"SSR 24 2 G TD Left to Right Oper. Code:2=SQ,SQ Finish:G=Galvalume Color:TD=Standard Color Id Trim Schedule Parts Color Details T1 (19)HSEP1,(19)RFR10-130,(9)RKF20,RKF10 Cool Ebony RC00A1,RCV420,RCV421,RCV422,RCX001,RCV531 T2 (8)RFR10-130,(3)RKF20,RKF16,(8)RSB10,(8)RSC10 Cool Ebony RC10A2,RCX003,RS10L5 T3 (9)EG201,EG121,(19)GRA10,(19)PCA10A,(97)STR4 Cool Ebony RC03A2,RCX002,RC38E2,RC61A6,RCX001,RCV536,WCX001 T4 MCC1 Cool Ebony RC38AJ T5 BS1,FPRF1,GGC1,MCC1 Cool Ebony RC38N1 1 1'-0" Starter Panel (Cut Dim. = 1'-1") Dimension Key Ice Damming Conditions Exist NOTE: PER BUILDER REQUEST (10) GAD1124 & (10) GAD2124 GAGE ANGLES ARE BEING PROVIDED 70 ' - 0 " 190'-0" 1 1 45 ' - 5 3 / 8 " 50 ' - 5 3 / 8 " (96)#1 24 ' - 1 1 1 / 4 " 19 ' - 1 1 1 / 4 " (96)#2 T1 T2T2 T3 T4 T4 T5T5 ROOF COVERING PLAN A BL E BL 1 BL 8 BL HIGH SIDE BL LOW SIDE VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C ROOF COVERING PLAN Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 27 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 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. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop 9/14/2023 16:58:14 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Id Trim Schedule Parts Color Details T1 (4.7)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002, WS27B2,WS27D2 Teton Steel PBR 70'-0" 19 ' - 2 " 25 ' - 0 " A BL E BL 1' - 0 " T1 COVERING ELEVATION AT 1 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C COVERING ELEVATION AT 1 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 28 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 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. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 1 9/14/2023 16:58:16 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Note: R Panel Wall Sheeting is not by Varco Pruden Buildings. Id Trim Schedule Parts Color Details T1 (0.2)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T2 (5.4)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T3 (3.4)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T4 (3.0)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T5 5CE75,(2)CP510,DN1,(4)DST1 Cool Ebony RC38P1 1 3'-4" Dimension Key Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR 190'-0" 19 ' - 2 " 8 BL 1 BL 1' - 0 " T1 T2 T3 T4 T5 T5 T5 T5 1 1 80'-8"1 51'-8"1 44'-4" COVERING ELEVATION AT A VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C COVERING ELEVATION AT A Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 29 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 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. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 2 9/14/2023 16:58:17 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Note: R Panel Wall Sheeting is not by Varco Pruden Buildings. Id Trim Schedule Parts Color Details T1 (4.7)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002, WS27B2,WS27D2 Teton Steel PBR 70'-0" 25 ' - 0 " 19 ' - 2 " E BL A BL 1' - 0 " T1 COVERING ELEVATION AT 8 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C COVERING ELEVATION AT 8 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 30 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 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. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 3 9/14/2023 16:58:18 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Note: R Panel Wall Sheeting is not by Varco Pruden Buildings. Id Trim Schedule Parts Color Details T1 (0.1)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T2 (0.2)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T3 (0.2)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T4 (0.7)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T5 (0.5)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T6 (0.5)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T7 (1.1)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 T8 (0.2)BG2415 Galvalume WSR065,EN52A1,ENV003,RC00A1,WCX002,WS27B2,WS27D2 1 2'-0" Dimension Key 2 3'-4" 3 2'-4" 4 3'-0" Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR Teton Steel PBR 190'-0" 25 ' - 0 " 1 BL 8 BL 1' - 0 " T1 T1T2T3T3T4T5T6T7T8 1 23'-0"2 2 3 14'-0"10'-0"14'-0"8'-0"24'-0"7'-0"14'-0"16'-4"14'-0"3 2 4 24'-0"1 COVERING ELEVATION AT E VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C COVERING ELEVATION AT E Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 31 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 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. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 4 9/14/2023 16:58:19 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. Note: R Panel Wall Sheeting is not by Varco Pruden Buildings. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C COVERING & TRIM SED'S (a) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 32 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/14/2023 SEDSheet 16:58:23 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C COVERING & TRIM SED'S (b) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 33 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/14/2023 SEDSheet 16:58:25 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C COVERING & TRIM SED'S (c) Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 34 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/14/2023 SEDSheet 16:58:26 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C B-081465 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 35 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/18/2023 SEDSheet 17:27:23 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C B-081765 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 36 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/18/2023 SEDSheet 17:27:30 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C S-081766 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 37 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/18/2023 SEDSheet 17:27:32 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C S-081767 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 38 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/18/2023 SEDSheet 17:27:33 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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 MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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. 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. C S-090028 Teton West Construction Rexburg, Idaho Venture Builders 23-022291-01 9/28/2023 LML 39 Venture Builders 70x190 Rev. 2023.3aNTS EG FOR CONSTRUCTION 9/18/2023 SEDSheet 17:27:34 09/28/2023 This document has been digitally signed and sealed by Barry W. Boren, PE using my Digital Signature with PE seal affixed. Printed copies of this document are not considered to be signed and sealed. The digital signature should be verified on any electronic copy.