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Home My WebLink AboutAPPROVED PLANS - 23-00694 - 4821 Thunderbird Loop - New Commercial - Shell OnlyAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : 4821 Thunderbird Loop - New Commercial - Shell Only Address : Record Type : Madison County - Commercial Document Filename : Signed 23-022291-01 FOR CONSTRUCTION Erection Drawings Rev 0_INITIALED.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00694 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 2 Stamp Cody Jones : Building Open 2 Approved - Building Inspector Madison County - Commercial Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) 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 Digitally signed by Barry W Boren DN: cn=Barry W Boren, c=US, o=BlueScope Steel North America, email=bboren@bsbna.com Reason: 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. Date: 2023.09.28 09:55:24 -05'00' Barry W Boren 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.