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HomeMy WebLinkAboutPLANS - 23-00218 - Tom Luthy Storage - Shell OnlyJOBNO LOCATION CUSTOMER BUILDER PROJECT BUILDERS PO# VP BUILDINGS VARCO PRUDEN DATE DRAWN / CHECK PAGE VPC VERSION: FILENAME VP Buildings 3200 Players Club Circle Memphis TN 38125 Codes and Loads Standard Erection Details Special Drawings Covering Secondary Structural Primary Structural Anchor Rod Plan Cover Sheet PAGESDRAWING TITLE DRAWING INDEX DESCRIPTIONDATETYPE DRAWING RELEASE HISTORY DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS "SNUG-TIGHT" EXCEPT AS FOLLOWS; IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS 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 CONTRACT. ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. REVERSALS ON CONNECTIONS. PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES CLADDING A653, A792 A36, A529, A572, A588, A992 A572, A510 A653, A1011 A529, A572, A1011, A1018 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 OR GRADE 80 ASTM DESIGNATION GENERAL NOTES MATERIALS HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS HOLLOW STRUCTURAL SECTION (HSS)A500 GRADE BR 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 D 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 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 1 Titan-Luthy 60x100 2023.2 LC 19:45:536/22/2023 Anchor Rod Drawings Rev 0 06/12/23 FOR CONSTRUCTION 06/23/23Permit Drawings Rev 0 PERMIT SET- For Building Dept. Approval 1 2 3 4 NOTES: THIS BUILDING WAS DESIGNED WITH AN ENCLOSED WIND ENCLOSURE CONDITION. OPEN WALLS, APERTURES OR HOLES HAVE TO BE CLOSED DURING HIGH WIND EVENTS. COLLATERAL LOADS SHOULD BE UNIFORMLY DISTRIBUTED ON PRIMARY AND SECONDARY MEMEBERS. THE RECOMMENDED METHOD OF LOAD ATTACHMENT TO A PURLIN'S WEB OR FLANGE CAN BE FOUND ON B-081465 PLANOGRAPH. THIS BUILDING IS NOT DESIGNED FOR ANY CONCENTRATED ROOF LOADS BIGGER THAN 250 LB OR SPRINKLER PIPES WITH DIAMETER BIGGER THAN 4" (UNLESS THEY ARE CALLED OUT IN THE ROOF SECONDARY PLAN). VP ENGINEERING APPROVAL WILL BE REQUIRED IF THESE PARAMETERS ARE EXEEDED. NON-VP MASONRY WALLS ARE SELF-SUPPORTED AND THEY CANNOT BE ATTACHED TO THE VP STRUCTURE (FRAMES OR SECONDARY), UNLESS THEY ARE SPECIFICALLY CALLED OUT OTHERWISE IN THE DRAWINGS. 06/23/23 ATV Reviewed 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Shape Snow Buildup Surface Description X Location Y Location Magnitude Shop Roof: A Snow Drift (from Wall 1, Shape Shop) : Roof: A -74.0 ft 25.0 ft 11.8 psf 0.0 ft 25.0 ft 11.8 psf 0.0 ft 29.6 ft 0.0 psf -67.9 ft 29.6 ft 0.0 psf Shop Roof: A Snow Drift (from Wall 2, Shape Shop) : Roof: A -74.0 ft 55.0 ft 0.0 psf -74.0 ft 85.1 ft 22.0 psf -65.4 ft 85.1 ft 0.0 psf -74.0 ft 55.0 ft 0.0 psf Shop Roof: A Snow Drift (from Wall 2, Shape Shop) : Roof: A -74.0 ft 25.0 ft 11.8 psf -74.0 ft 55.0 ft 37.4 psf -59.4 ft 55.0 ft 0.0 psf -67.9 ft 29.6 ft 0.0 psf Shop Roof: A Snow Drift (from Wall 4, Shape Shop) : Roof: A 26.0 ft 0.0 ft 0.0 psf 26.0 ft 26.0 ft 17.1 psf 19.3 ft 26.0 ft 0.0 psf 26.0 ft 0.0 ft 0.0 psf Shop Roof: A Snow Drift (from Wall 6, Shape Shop) : Roof: A 0.0 ft 0.0 ft 0.0 psf 0.0 ft 25.0 ft 11.8 psf 4.6 ft 25.0 ft 0.0 psf 0.0 ft 0.0 ft 0.0 psf 1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow. 2. The X and Y Location dimensions are from the point of origin of each surface. 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: 2020 Idaho State Building Code Building Code Structural: 16AISC - ASD Rainfall: I: 4.00 inches per hour Based on Building Code: 2018 International Building Code Cold Form: 16AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) 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: 0.902 Parts Wind Exposure Factor: 0.902 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 Ground Elevation Factor: Ke: 0.8387 NOT Windborne Debris Region Base Elevation: 0/0/0 Site Elevation: 4858.0 ft Primary Zone Strip Width: 2a: 16/0/0 Parts / Portions Zone Strip Width: Walls, a: 8/0/0 Roof(s), 0.6h: N/A Velocity Pressure: qz: 21.77, (C&C) 21.77 psf Roof Covering + Second. Dead Load: 2.02 psf Material Dead Weight Frame Weight (assumed for seismic):3.80 psf - USR 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 Obstructed or Not Slippery Roof Live Load: 20.00 psf Not Reducible Roof Live Load Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 37.00 %g Mapped MCE Acceleration: S1: 14.20 %g Site Class: Stiff soil (D) - Default Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.3710 Design Acceleration Parameter: Sd1: 0.2192 Seismic Design Category: D Seismic Snow Load: 7.00 psf % Snow Used in Seismic: 20.00 - USR Diaphragm Condition: Rigid Fundamental Period Height Used: 21/9/4 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 - USR Fundamental Period: Ta: 0.3292 R-Factor: 3.50 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1060 x W Longitudinal Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.3292 R-Factor: 3.50 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1060 x W Roof: A Shop X Y Wall 3 - Canopy 1 Shop X Y VPC VERSION: FILENAME: JOBNO 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. D CODES AND LOADS Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 2 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 19:45:556/22/2023 SMS NOTE: - SPECIFIED MINIMUM ROOF SNOW (SMS) WILL BE APPLIED AS A SEPARATED ROOF LOAD CHECK, COMBINED WITH DEAD LOADS ONLY. - SMS IS CONSIDERED THE NET SLOPED ROOF LOAD, i.e., NONE OF THE OTHER SNOW LOAD RELATED FACTORS SUCH AS IMPORTANCE, THERMAL, UNOBSTRUCTED SLIPPERY, EXPOSURE, ETC., WILL APPLY. - SMS IS NOT CONSIDERED IN CONJUNCTION WITH THE BRACING SECOND ORDER EFFECTS. 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 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: JOBNO 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. D ERECTION NOTES Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 3 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 19:45:566/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 1'-0" Dimension Key 2 3'-0" J=8.50 3 4'-0" 4 1'-6" 5 3'-0" 6 3'-6" 7 2'-0" 8 2'-6" 1 1'-0" Dimension Key 2 3'-0" J=8.50 3 4'-0" 4 1'-6" 5 3'-0" 6 3'-6" 7 2'-0" 8 2'-6" 74'-0" 18'-0"2 3 15'-0"6'-0" J=8.50 3 3 6'-0" J=8.50 AR8 AR8 60 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 100'-0" 124'-0"25'-0"25'-0"24'-0"1 5'-0"16'-0" J=8.50342514'-0" J=8.506614'-0" J=8.5072842416'-0" J=8.505 D1 D1 D2 D2 D2 D2 D1 D1 AR4-1 AR4 35 ' - 0 " 24 ' - 0 " 26 ' - 0 " D1 D1 AR4-1 35 ' - 0 " 25 ' - 0 " D1 D1 D1 D1 D2 D2 D2 AR8AR8AR8AR8 85 ' - 0 " 25 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 26'-0" 8'-0"10'-0" J=8.50 8'-0" AR8 AR8 25 ' - 0 " 7' - 6 " 10 ' - 0 " J= 8 . 5 0 7' - 6 " ANCHOR ROD PLAN A BL B C D E F G BL J BL 5 BL 4 3 2 BL 1 BL VPC VERSION: FILENAME: JOBNO 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. D ANCHOR ROD PLAN Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 4 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval <*> 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) 19:45:576/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin AR4 (4)3/4" Dia. Max Plate W=8",L=11", Min Thk=3/8" Elev.=100'-0" AR4-1 (4)3/4" Dia. Max Plate W=9",L=11", Min Thk=3/8" Elev.=99'-6" AR8 (4)3/4" Dia. Max Plate W=9",L=1'-6", Min Thk=3/8" Dim: A=11 1/2" B=1'-1" Gage=5" Pitch=5" Edge Out=4" Elev.=100'-0" D1 (4)3/4" Dia. Max Plate W=9",L=1'-1", Min Thk=3/8" Dim: A=1'-0 1/2" Elev.=100'-0" D2 (4)3/4" Dia. Max Plate W=8",L=1'-1", Min Thk=3/8" Dim: A=1'-0 1/2" Elev.=100'-0" VPC VERSION: FILENAME: JOBNO 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. D ANCHOR ROD PLAN - DETAILS Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 5 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 19:45:586/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Rod, Strut, and Misc. Connection Bolts Qty Grade Bolt Diam.Bolt Length PartNo Washer 1 2 A325 3/4"2 1/2"0097284 1 1'-0" Dimension Key Part Bracing Part Schedule Qty Length Detail 03RT2805 2 28'-5"BR02K1,BR01G2 03RS2900 4 29'-0"BR01G2 04RT2903 2 29'-3"BR01G2,BR02K1 03RU3303 2 33'-3"BR02K1 3BSA2200714 1 22'-6 7/8"BR15L1 03RT2801 2 28'-1"BR02K1,BR01G2 03RS2801 4 28'-1"BR01G2 04RT2805 2 28'-5"BR01G2,BR02K1 0 3 R T 2 8 0 5 03RT2805 0 3 R S 2 9 0 0 03RS2900 0 3 R S 2 9 0 0 03RS2900 0 4 R T 2 9 0 3 04RT2903 0 3 R U 3 3 0 3 0 3 R U 3 3 0 3 1 13BSA2200714 0 3 R T 2 8 0 1 03RT2801 0 3 R S 2 8 0 1 03RS2801 0 3 R S 2 8 0 1 03RS2801 0 4 R T 2 8 0 5 04RT2805 74'-0" CX011 RBX014 CX011 60 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " FCX001 FCX004 100'-0" 124'-0"25'-0"25'-0"24'-0"1 FCX005 CB X 0 0 1 CX001 RB X 0 0 1 RB X 0 0 2 RB X 0 0 3 CX002 EPX001 EPX002 EPX003 EPX004 FCX005 CB X 0 0 2 CX003 RB X 0 0 4 RB X 0 0 5 RB X 0 0 6 CX004 ICX001 ICX002FCX006 CB X 0 0 3 CX005 RB X 0 0 7 RB X 0 0 8 CX006 ICX003 FCX006 CB X 0 0 3 CX007 RB X 0 0 9 RB X 0 1 0 CX008 FCX006 CB X 0 0 1 CX009 RB X 0 1 1 RB X 0 1 2 RB X 0 1 3 CX010 EPX005 EPX006 EPX007 CX012RBX015CX012CX013RBX016CX013 85 ' - 0 " 25 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " FCX007 26'-0" CX014 RBX017 CX014 25 ' - 0 " A BL B C D E F G BL J BL 5 BL 4 3 2 BL 1 BL PRIMARY AND ROOF BRACING PLAN VPC VERSION: FILENAME: JOBNO 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. D PRIMARY AND ROOF BRACING PLAN Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 6 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:006/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX011 1 8.0000 .2500 .1345 1'-5"1'-5"21'-4 15/16"517# RBX014 2-3 6.0000 .3125 .1345 1'-5"1'-5"20'-9 1/4"467# CX011 4 8.0000 .2500 .1345 1'-5"1'-5"21'-4 15/16"517# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 F1852 3/4"2 1/2"5/8"2 2 Yes Yes 0097390 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX011) and 4(CX011): 20'-10" Frame Clearances Vert. Clearance at member 1(CX011): 19'-9 1/16" Vert. Clearance at member 4(CX011): 19'-9 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 25'-0" 1123'-8" 4 3 PORTAL FRAME ELEVATION ALONG G 1 HFB3060 1 HFB3060 CX 0 1 1 RBX014 CX 0 1 1 A A 21 ' - 4 1 5 / 1 6 " 2 VPC VERSION: FILENAME: JOBNO 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. D PORTAL FRAME ELEVATION ALONG G Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 7 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 1, Frame 2 19:46:016/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX001 30005 5.0000 .2500 .1345 8 1/2"8 1/2"7'-0"87# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 1 1'-11 1/4" Dimension Key 2 2 5/8" 22 ' - 9 3 / 8 " T . O . P . ENDPOST CROSS SECTION AT [B-5] PG1 1 2 FC X 0 0 1 A VPC VERSION: FILENAME: JOBNO 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. D ENDPOST CROSS SECTION AT [B-5] Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 8 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 2, Frame 1 19:46:036/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX004 30009 5.0000 .2500 .1345 8 1/2"8 1/2"7'-9"99# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 1 3 1/2" Dimension Key 2 2'-4 3/4" 3 2 5/8" 24 ' - 9 3 / 8 " T . O . P . ENDPOST CROSS SECTION AT [E-5] PG1 1 2 3 FC X 0 0 4 A VPC VERSION: FILENAME: JOBNO 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. D ENDPOST CROSS SECTION AT [E-5] Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 9 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 2, Frame 3 19:46:046/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail FCX005 30017 5.0000 .2500 .1345 8 1/2"8 1/2"3'-5 3/8"53# CBX001 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 15/16"47# CX001 1 8.0000 .2500 .1345 1'-0"1'-10"17'-7 5/8"415# RBX001 2-3 5.0000 .2500 .1345 1'-9"1'-9"34'-7 1/16"674# RBX002 4 5.0000 .3125 .1345 1'-9"1'-9"20'-4 3/4"415# 5 5.0000 .3125 .1345 1'-9"1'-0" RBX003 6 5.0000 .2500 .1345 1'-0"1'-0"28'-4 3/16"435# 7 5.0000 .1875 .1345 1'-0"1'-6" CX002 8 6.0000 .5000 .1644 1'-0"1'-0"22'-9 5/8"660# EPX001 9 5.0000 .1875 .1345 1'-0"1'-0"19'-5 1/16"249#BR25A3 EPX002 10 5.0000 .1875 .1345 1'-0"1'-0"18'-0 1/2"225#BR25CA EPX003 11 5.0000 .1875 .1345 1'-0"1'-0"18'-8"232#BR25CA EPX004 12 5.0000 .1875 .1345 1'-0"1'-0"20'-8"255#BR25A3 Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 A325 1/2"1 1/2"---49080 B 8 F1852 3/4"2"3/8"2 2 Yes Yes 0097388 C 6 F1852 3/4"2"3/8"1 2 Yes Yes 0097388 D 6 F1852 3/4"2"3/8"2 1 Yes Yes 0097388 E 6 F1852 3/4"2 1/2"5/8"2 1 Yes Yes 0097390 F 4 A325 1/2"1 1/2"3/8"1 1 49080 G 2 A325 3/4"2 1/2"---0097284 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 3'-0" Dimension Key 2 19'-10 1/2" 3 8 1/2" 4 4'-0" 5 3'-2" 6 4'-3" 7 3'-7" 8 2'-2 7/8" 9 2'-9 3/8" 10 2'-2 5/8" 11 2 @ 3'-9 1/2" 12 2 @ 5'-0" 13 4'-6" 14 2'-2 1/2" 15 8 1/4" 16 2 5/8" 17 1'-6 3/8" 18 1'-5 11/16" 19 4" 20 3'-0" 0.5000:12 Horiz. Clearance between members 1(CX001) and 8(CX002): 80'-9" Frame Clearances Vert. Clearance at member 1(CX001): 17'-7 5/8" Vert. Clearance at member 8(CX002): 21'-2 5/8" Vert. Clearance at member 9(EPX001): 19'-5" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 15'-0"15'-0"15'-0"15'-0"25'-0" A BL J BL CL B CL C CL E CL G 85'-0"1 2 24 ' - 9 3 / 8 " T . O . P . FRAME CROSS SECTION AT FRAME LINE(S) 1 GC175120 GC175120 GC175120 3 4 5 5' - 0 " 6 7 GF B 2 0 5 5 GF B 2 0 5 0 GF B 2 0 1 4 < S > GF B 2 0 5 0 GF B 2 0 6 6 < S > GF B 2 1 0 7 GF B 2 1 0 7 < S > GF B 2 1 0 7 < S > GF B 2 1 0 7 < S > GF B 2 1 0 7 < S > GF B 2 0 9 7 8 8 @ 2 '-6 "910 3 @ 4 '-3 " 7 @ 4 '-9 " 611 3 4 5 12 13 14 15 16 PG 1 1 718 PG1 19 15 16 20 ' - 0 " 23 ' - 6 1 / 2 " (2)GFB2050(2)GFB2050 (2)GFB2050 (2)GFB2050 (2)GFB2050 8 5 '-0 7 /8 " 0 .5 0 0 0 :1 2 2 0 FC X 0 0 5 C B X 0 0 1 CX001 R B X 0 0 1 R B X 0 0 2 R B X 0 0 3 CX 0 0 2 EP X 0 0 1 EP X 0 0 2 EP X 0 0 3 EP X 0 0 4 A A B C D E F G G G VPC VERSION: FILENAME: JOBNO 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. D FRAME CROSS SECTION AT FRAME LINE(S) 1 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 10 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 3, Frame 1 19:46:066/22/2023 GF B 2 1 0 7 < S > 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX005 30017 5.0000 .2500 .1345 8 1/2"8 1/2"3'-5 3/8"53# CBX002 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 15/16"56# CX003 1 5.0000 .2500 .1345 1'-0"2'-0"17'-1 7/16"321# RBX004 2 5.0000 .2500 .1345 2'-3"1'-6"25'-0 1/16"548# 3 5.0000 .2500 .1875 1'-6"1'-6" RBX005 4 5.0000 .3750 .1345 1'-6"2'-0"23'-3 5/8"525# 5 5.0000 .3750 .1345 2'-0"1'-0" RBX006 6 5.0000 .1875 .1345 1'-0"1'-0"35'-0 3/16"502# 7 5.0000 .1875 .1345 1'-0"1'-0" 8 5.0000 .1875 .1345 1'-0"2'-0" CX004 9 8.0000 .2500 .1644 1'-0"1'-0"22'-9 5/8"519# ICX001 10 8.0000 .2500 .1345 10"10"19'-3 1/4"366# ICX002 11 6.0000 .5000 .1644 10"10"20'-9 1/8"545# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 A325 1/2"1 1/2"---49080 B 8 F1852 3/4"2 1/2"5/8"2 2 Yes Yes 0097390 C 4 F1852 3/4"2 1/4"1/2"1 1 Yes Yes 0097389 D 4 A325 1/2"1 1/2"3/8"1 1 49080 1 3'-0" Dimension Key 2 19'-10 1/2" 3 8 1/2" 4 4'-3" 5 3'-7" 6 2'-2 7/8" 7 2'-9 3/8" 8 2'-2 5/8" 9 2 @ 3'-9 1/2" 10 4'-0" 11 3'-2" 12 2 @ 5'-0" 13 4'-6" 14 2'-2 1/2" 15 8 1/4" 16 2 5/8" 17 1'-6 3/8" 18 8 13/16" 19 8 7/8" 20 4" 21 3'-0" 0.5000:12 Horiz. Clearance between members 1(CX003) and 9(CX004): 80'-7" Frame Clearances Vert. Clearance at member 1(CX003): 17'-1 7/16" Vert. Clearance at member 9(CX004): 20'-9 1/8" Vert. Clearance at member 10(ICX001): 18'-9 3/16" Vert. Clearance at member 11(ICX002): 20'-8 3/4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 35'-0"24'-0"26'-0" A BL J BL85'-0" 1 2 24 ' - 9 3 / 8 " T . O . P . FRAME CROSS SECTION AT FRAME LINE(S) 2 3 GFB2081 GFB2097 GFB3000 7' - 2 " 5' - 0 " 4 5 GF B 2 0 9 0 GF B 2 0 6 3 GF B 2 0 5 0 (2 ) G F B 2 0 5 0 GF B 2 0 6 3 (2 ) G F B 3 0 0 0 GF B 2 0 9 7 GF B 2 0 8 1 GF B 2 0 8 1 (2 ) G F B 3 0 0 0 6 8 @ 2 '-6 "78 3 @ 4 '-3 " 7 @ 4 '-9 " 49 GC170120 GC170120 GC170120 GC170120 3 10 11 12 13 14 15 16 PG 1 1 71819 PG1 20 15 16 20 ' - 0 " 23 ' - 6 1 / 2 " 8 5 '-0 7 /8 " 0 .5 0 0 0 :1 2 2 1 FC X 0 0 5 C B X 0 0 2 CX003 R B X 0 0 4 RBX005 R B X 0 0 6 CX 0 0 4 IC X 0 0 1 IC X 0 0 2 A A B C C C D D lo n g s i d e 99'-6" lo n g s i d e VPC VERSION: FILENAME: JOBNO 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. D FRAME CROSS SECTION AT FRAME LINE(S) 2 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 11 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 3, Frame 2 19:46:076/22/2023 GF B 2 0 9 7 GF B 2 0 9 7 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX006 30001 5.0000 .2500 .1345 8 1/2"8 1/2"4'-5 7/8"60# CBX003 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 15/16"54# CX005 1 5.0000 .2500 .1345 1'-0"1'-10"17'-4 1/2"316# RBX007 2 5.0000 .2500 .1345 2'-0"2'-0"25'-0 1/16"576# 3 5.0000 .3125 .1345 2'-0"2'-0" RBX008 4 5.0000 .2500 .1345 2'-0"2'-0"33'-3 7/16"558# 5 5.0000 .2500 .1345 2'-0"1'-0" 6 5.0000 .1875 .1345 1'-0"1'-3" CX006 7 5.0000 .1875 .1345 1'-0"1'-0"21'-9 1/8"302# ICX003 8 8.0000 .2500 .1345 10"10"19'-3 3/16"366# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 A325 1/2"1 1/2"---49080 B 8 F1852 3/4"2 1/4"1/2"2 2 Yes Yes 0097389 C 10 F1852 3/4"2"3/8"1 4 Yes Yes 0097388 D 6 F1852 3/4"2 1/4"1/2"2 1 Yes Yes 0097389 E 4 A325 1/2"1 1/2"3/8"1 1 49080 1 3'-0" Dimension Key 2 19'-10 1/2" 3 8 1/2" 4 4'-3" 5 3'-7" 6 2'-2 5/8" 7 2 @ 3'-9 1/2" 8 2 @ 5'-0" 9 1'-8 3/4" 10 2 5/8" 11 1'-6 3/8" 12 8 13/16" 13 8 7/8" 14 4" 15 3'-0" 0.5000:12 Horiz. Clearance between members 1(CX005) and 7(CX006): 55'-9" Frame Clearances Vert. Clearance at member 1(CX005): 17'-4 1/2" Vert. Clearance at member 7(CX006): 20'-5 1/8" Vert. Clearance at member 8(ICX003): 18'-8 3/4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 35'-0"25'-0" A BL G BL60'-0" 1 2 24 ' - 9 3 / 8 " T . O . P . FRAME CROSS SECTION AT FRAME LINE(S) 3 3 GFB2063 GFB2081 GFB2097 7' - 2 " 5' - 0 " 4 5 (2 ) G F B 2 0 6 3 GF B 2 0 5 0 (2 ) G F B 3 0 0 0 GF B 3 0 0 0 GF B 3 0 0 0 GF B 3 0 0 0 (2 ) G F B 3 0 0 0 6 3 @ 4 '-3 " 7 @ 4 '-9 " 47 3 GFB2050 GFB2050 7' - 2 " 8 5' - 8 " 9 10 PG 1 1 11213 PG1 14 9 10 20 ' - 0 " 22 ' - 6 " 6 0 '-0 5 /8 " 0 .5 0 0 0 :1 2 1 5 FC X 0 0 6 C B X 0 0 3 CX005 R B X 0 0 7 R B X 0 0 8 CX 0 0 6 IC X 0 0 3 A A B C D E lo n g s i d e 99'-6" VPC VERSION: FILENAME: JOBNO 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. D FRAME CROSS SECTION AT FRAME LINE(S) 3 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 12 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 3, Frame 3 19:46:096/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX006 30001 5.0000 .2500 .1345 8 1/2"8 1/2"4'-5 7/8"60# CBX003 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 15/16"54# CX007 1 6.0000 .3750 .1644 1'-0"2'-6"15'-11 13/16"468# RBX009 2 6.0000 .2500 .1875 3'-5"1'-9"29'-10 1/8"949# 3 6.0000 .3750 .1345 1'-9"2'-4" RBX010 4 6.0000 .3750 .1345 2'-4"1'-7"26'-3 3/8"770# 5 6.0000 .2500 .1875 1'-7"3'-2" CX008 6 6.0000 .3125 .1875 1'-0"3'-2"21'-9 1/8"739# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 A325 1/2"1 1/2"---49080 B 12 F1852 3/4"2 1/4"1/2"4 2 Yes Yes 0097389 C 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 0097389 D 10 F1852 3/4"2 1/2"5/8"3 2 Yes Yes 0097390 1 3'-0" Dimension Key 2 19'-10 1/2" 3 8 1/2" 4 4'-3" 5 3'-7" 6 2'-2 5/8" 7 2 @ 3'-9 1/2" 8 2 @ 5'-0" 9 1'-8 3/4" 10 2 5/8" 11 1'-6 3/8" 12 8 13/16" 13 8 7/8" 14 4" 15 3'-0" 0.5000:12 Horiz. Clearance between members 1(CX007) and 6(CX008): 52'-11" Frame Clearances Vert. Clearance at member 1(CX007): 15'-11 13/16" Vert. Clearance at member 6(CX008): 18'-5" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) A BL G BL 60'-0"1 2 24 ' - 9 3 / 8 " T . O . P . FRAME CROSS SECTION AT FRAME LINE(S) 4 3 GFB2097 GFB3000 7' - 2 " 5' - 0 " 4 5 (2 ) G F B 4 0 2 7 GF B 2 0 8 1 GF B 3 0 2 1 GF B 2 0 9 7 GF B 3 0 2 1 (2 ) G F B 4 0 7 1 6 3 @ 4 '-3 " 7 @ 4 '-9 " 47 3 GFB2097 GFB4007 GFB4050 7' - 2 " 8 5' - 8 " 9 10 PG 1 1 11213 PG1 14 9 10 20 ' - 0 " 22 ' - 6 " 6 0 '-0 5 /8 " 0 .5 0 0 0 :1 2 1 5 FC X 0 0 6 C B X 0 0 3 CX007 R B X 0 0 9 R B X 0 1 0 C X 0 0 8 A A B C D VPC VERSION: FILENAME: JOBNO 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. D FRAME CROSS SECTION AT FRAME LINE(S) 4 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 13 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 3, Frame 4 19:46:106/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail Cee Mark No FCX006 30001 5.0000 .2500 .1345 8 1/2"8 1/2"4'-5 7/8"60# CBX001 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 15/16"47# CX009 1 8.0000 .2500 .1345 1'-0"1'-7"17'-9 7/16"401# RBX011 2 5.0000 .1875 .1345 1'-7"1'-0"20'-0 1/16"286# 3 5.0000 .1875 .1345 1'-0"1'-0" RBX012 4 5.0000 .1875 .1345 1'-0"2'-0"19'-3 15/16"301# 5 5.0000 .1875 .1345 2'-0"1'-0" RBX013 6 5.0000 .1875 .1345 1'-0"1'-0"18'-11 1/2"246# 7 5.0000 .1875 .1345 1'-0"11" CX010 8 5.0000 .1875 .1345 1'-0"1'-0"21'-9 1/8"287# EPX005 9 5.0000 .1875 .1345 1'-0"1'-0"18'-7 3/16"239#BR25BD JCP053077 EPX006 10 5.0000 .1875 .1345 1'-0"1'-0"18'-9 1/2"233#BR25CA EPX007 11 5.0000 .2500 .1345 1'-0"1'-0"20'-0 1/2"289#BR25A3 Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 A325 1/2"1 1/2"---49080 B 10 F1852 3/4"2"3/8"2 3 Yes Yes 0097388 C 4 F1852 3/4"2"3/8"1 1 Yes Yes 0097388 D 6 F1852 3/4"2 1/4"1/2"2 1 Yes Yes 0097389 E 4 A325 1/2"1 1/2"3/8"1 1 49080 F 2 A325 3/4"2 1/2"---0097284 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 3'-0" Dimension Key 2 19'-10 1/2" 3 8 1/2" 4 4'-0" 5 3'-2" 6 4'-3" 7 3'-7" 8 2'-2 5/8" 9 2 @ 3'-9 1/2" 10 2 @ 5'-0" 11 1'-8 3/4" 12 2 5/8" 13 1'-6 3/8" 14 1'-5 11/16" 15 4" 16 3'-0" 0.5000:12 1 (1)JCP053077 Part Key Horiz. Clearance between members 1(CX009) and 8(CX010): 56'-0" Frame Clearances Vert. Clearance at member 1(CX009): 17'-9 7/16" Vert. Clearance at member 8(CX010): 20'-9 1/8" Vert. Clearance at member 9(EPX005): 18'-7 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 15'-0"15'-0"15'-0"15'-0" A BL G BL CL B CL C CL E 60'-0"1 2 24 ' - 9 3 / 8 " T . O . P . FRAME CROSS SECTION AT FRAME LINE(S) 5 GC175120 GC175120 GC175120 3 4 5 5' - 0 " 6 7 GF B 2 0 5 0 GF B 2 0 1 5 < S > GF B 2 0 5 0 GF B 3 0 0 6 GF B 2 0 9 4 < S > GF B 2 0 5 0 < S > GF B 2 0 5 0 < S > GF B 2 0 8 1 8 3 @ 4 '-3" 7 @ 4 '-9 " 69 3 GFB2050 GFB2050 7' - 2 " 10 5' - 8 " 11 12 BR S X 0 0 1 PG 1 1 314 PG1 15 11 12 20 ' - 0 " 22 ' - 6 " (2)GFB2050(2)GFB2050 (2)GFB2050 1 60 '-0 5 /8" 0 .5 0 0 0:1 2 1 6 FC X 0 0 6 C B X0 0 1 CX 0 0 9 R B X 0 1 1 RBX012 R B X 0 1 3 CX 0 1 0 EP X 0 0 5 EP X 0 0 6 EP X 0 0 7 A A B C C D E F F VPC VERSION: FILENAME: JOBNO 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. D FRAME CROSS SECTION AT FRAME LINE(S) 5 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 14 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 3, Frame 5 19:46:126/22/2023 GF B 2 0 9 7 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX012 1 6.0000 .3125 .1345 1'-5"1'-5"19'-0 1/16"425# RBX015 2-3 6.0000 .2500 .1345 1'-5"1'-5"19'-9 5/8"389# CX012 4 6.0000 .3125 .1345 1'-5"1'-5"19'-0 1/16"425# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 12 F1852 3/4"2 1/4"1/2"3 3 Yes Yes 0097389 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX012) and 4(CX012): 19'-10" Frame Clearances Vert. Clearance at member 1(CX012): 17'-4 3/16" Vert. Clearance at member 4(CX012): 17'-4 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 24'-0" 1122'-8" 1 2 PORTAL FRAME ELEVATION ALONG A 1 HFB3060 1 HFB3060 CX 0 1 2 RBX015 CX 0 1 2 A A 19 ' - 0 1 / 1 6 " 2 VPC VERSION: FILENAME: JOBNO 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. D PORTAL FRAME ELEVATION ALONG A (a) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 15 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 3, Frame 1 19:46:136/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX013 1 6.0000 .3125 .1644 1'-5"1'-5"19'-0 1/16"456# RBX016 2-3 6.0000 .2500 .1345 1'-5"1'-5"20'-9 5/8"407# CX013 4 6.0000 .3125 .1644 1'-5"1'-5"19'-0 1/16"456# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 12 F1852 3/4"2 1/4"1/2"3 3 Yes Yes 0097389 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX013) and 4(CX013): 20'-10" Frame Clearances Vert. Clearance at member 1(CX013): 17'-4 3/16" Vert. Clearance at member 4(CX013): 17'-4 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 25'-0" 1123'-8" 3 4 PORTAL FRAME ELEVATION ALONG A 1 HFB3060 1 HFB3060 CX 0 1 3 RBX016 CX 0 1 3 A A 19 ' - 0 1 / 1 6 " 2 VPC VERSION: FILENAME: JOBNO 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. D PORTAL FRAME ELEVATION ALONG A (b) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 16 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 3, Frame 3 19:46:156/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX007 30013 5.0000 .2500 .1345 8 1/2"8 1/2"7'-4 1/8"94# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 1 2'-3 3/8" Dimension Key 2 2 5/8" 25 ' - 0 " T . O . P . ENDPOST CROSS SECTION AT [1-G] PG1 1 2 FC X 0 0 7 A VPC VERSION: FILENAME: JOBNO 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. D ENDPOST CROSS SECTION AT [1-G] Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 17 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:166/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX014 1 6.0000 .3125 .1345 1'-3"1'-3"22'-5 7/16"469# RBX017 2-3 6.0000 .2500 .1345 1'-0"1'-0"20'-1 5/8"340# CX014 4 6.0000 .3125 .1345 1'-3"1'-3"22'-5 7/16"469# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 8 F1852 3/4"2 1/4"1/2"2 2 Yes Yes 0097389 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX014) and 4(CX014): 20'-2" Frame Clearances Vert. Clearance at member 1(CX014): 21'-2 9/16" Vert. Clearance at member 4(CX014): 21'-2 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 24'-0" 1122'-8" 2 1 PORTAL FRAME ELEVATION ALONG J 1 HFB3060 1 HFB3060 CX 0 1 4 RBX017 CX 0 1 4 A A 22 ' - 5 7 / 1 6 " 2 VPC VERSION: FILENAME: JOBNO 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. D PORTAL FRAME ELEVATION ALONG J Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 18 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 5, Frame 1 19:46:186/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D PRIMARY BRACING SED'S (a) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 19 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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. 19:46:186/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D PRIMARY BRACING SED'S (b) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 20 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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. 19:46:206/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 RCHB15 Part Mark Key 2 GFA200 3 GFA106 4 RECB04000 1 1'-0" Dimension Key 2 3'-0" Mark Secondary Part Schedule Part Thick.Depth Lap Detail SBX001 0.1345 8 1/2" E1 00608CS2411417B0 0.0600 8 1/2"PF20C1 E2 00708CS2411417B0 0.0600 8 1/2"PF20C1 E3 00108ES2305411B00 0.1130 8 1/2"PF20C1 E4 08E2405411GGB00 0.1130 8 1/2"PF20C1 P1 08Z2305411GGB0 0.1130 8 1/2"RS10M3,PF20C1 P10 08Z321141655B0 0.0680 8 1/2"3'-10 1/2"RS01T1 P11 01608ZS2402411B0 0.1130 8 1/2" P12 08Z2811411A5B0 0.1130 8 1/2"3'-10 1/2"RS02T1,RS01T1 P13 08Z2811413A5B0 0.0880 8 1/2"3'-10 1/2"RS02T1,RS01T1 P14 08Z2811415A5B0 0.0730 8 1/2"3'-10 1/2"RS02T1,RS01T1 P2 08Z2405412GGB0 0.0980 8 1/2"PF20C1 P3 08Z2405416GGB0 0.0680 8 1/2"PF20C1 P4 01208ZS2405412B0 0.0980 8 1/2"RS02T1 P5 01308ZS2702412B0 0.0980 8 1/2"2'-10 1/2"RS02T1,RS01T1 P6 08Z2705413B4B0 0.0880 8 1/2"2'-10 1/2"RS01T1,RS01TD P7 08Z321141255B0 0.0980 8 1/2"3'-10 1/2"RS01T1 P8 08Z321141355B0 0.0880 8 1/2"3'-10 1/2"RS01T1 P9 08Z321141555B0 0.0730 8 1/2"3'-10 1/2"RS01T1 Part Frame Member Schedule Width Thick.Webthk Depth1 Approx. Lgth SBX001 8".2500 .1345 8 1/2"24'-6" Id Secondary Bracing Schedule Qty Mark No Spacing 1 16 PBA0401(Typ.)3'-9 1/2" 2 16 PBA0110 1'-6 3/8" 3 8 PBA0109 1'-5 11/16" 4 8 PBA0102 8 7/8" See SED: BR09K5, BR09JG, BR09RY, BR09RZ 74'-0" 60 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 15 ' - 0 " 100'-0" 124'-0"25'-0"25'-0"24'-0"1 85 ' - 0 " 25 ' - 0 " 26'-0" 25 ' - 0 " 1R1B0 SBX001 P4(Typ.) 1R1B1 P5(Typ.) E3 1R1B1 P6 1R1B2 P7 P8(Typ.) P7 P7 P7 P9 E4 1R1B3 P9(Typ.) P10 E4 1R1B4 SBX001 P12 P13(Typ.) P14 E3 1 1 1 1 1 1 1 1 1 1 1 1 2 1C1B1 P1 E1 1C1B2 P2 P3 E2 1C1B3 P2 P3 E2 1C1B4 P1 E1 2 2 3 3 4 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 3 ROOF SECONDARY PLAN A BL B C D E F G BL J BL 5 BL 4 3 2 BL 1 BL VPC VERSION: FILENAME: JOBNO 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. D ROOF SECONDARY PLAN Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 21 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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, Shape = Shop 19:46:226/22/2023 15' 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D ROOF SECONDARY SED'S Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 22 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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. 19:46:226/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 PG1 Part Mark Key 2 H1 3 GC5 4 JTG1 1 1'-0" Dimension Key 2 4'-0" 3 3'-2" 4 4" 5 1'-8 3/4" 6 3'-0" 7 0'-0" 8 4'-6" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G1 08C2411413AD00 0.0880 8 1/2"WS12J2,WS12A2,FS27D1,WS01G2 G10 08C2311417DD00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS01G2 G11 08Z2305417GG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25G1 G12 08C2411417AD00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25F1 G13 08Z2405417GG00 0.0600 8 1/2"FS25G1 G14 08Z2308417DG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25G1 G2 08Z2511417A100 0.0600 8 1/2"10 1/2"WS12J2,WS12A2,FS27D1,WS01G3 G3 08C2411414AD00 0.0790 8 1/2"WS12J2,WS12A2,FS27D1,WS01G2 G4 08C2411415DD00 0.0730 8 1/2"WS01G2 G5 08Z26114171100 0.0600 8 1/2"10 1/2"WS01G3 G6 08C2411417DD00 0.0600 8 1/2"WS01G2 G7 08Z0402417DG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 G8 08C2311414DD00 0.0790 8 1/2"WS12J2,WS12A2,FS27D1,WS01G2 G9 08Z2411417D100 0.0600 8 1/2"10 1/2"WS12J2,WS12A2,FS27D1,WS01G3 H1 00108JS0400017 0.0600 8 1/2"WS20F9 J1 00208JS0601617 0.0600 8 1/2"WS20FB,WS20F9,WS20B1,WS20B8 J2 00308JS0701617 0.0600 8 1/2"WS20B1,WS20B8 J3 00408JS0404417 0.0600 8 1/2"WS20B2,WS20H2 J4 00508JS0408017 0.0600 8 1/2"WS20FB,WS20F9,WS20B1,WS20H2 J5 00608JS0500017 0.0600 8 1/2"WS20H2 Id Framed Opening Locations Width Height Sill Ht.Frame To Dimen.Description FO1 4'-0"4'-0"13'-2"2 Jamb-L 16'-0"4040 window upper FO1 4'-0"4'-0"13'-2"2 Jamb-L 5'-6"4040 window upper FO1 4'-0"4'-0"13'-2"3 Jamb-L 15'-6"4040 window upper FO1 4'-0"4'-0"13'-2"3 Jamb-L 5'-0"4040 window upper Stem wall Stem wall Stem wall Stem wall 74'-0" 22 ' - 6 " 1 24'-0"25'-0"24'-0" 5 BL 2 BL CL 3 CL 4 CL 1W1B1 G11 G12 G1 G2 G3 1 1 2 1 3 J1 1 3 J2 1 3 J2 1 3 J1 1 1 J3 1 1 J3 1 1 J3 1 1 J3 1 1 2 1 1 2 1 3 J4 1 3 J4 1 3 J4 1 3 J4 1 J5 1 J5 1 J5 1 J5 1W1B2 G13 G6 G4 G5 G6 1 1 2 4 1 3 J1 1 3 J2 1 3 J1 1 3 J2 1 1 J3 1 1 J3 1 1 J3 1 1 J3 1 1 2 1 1 2 1 3 J4 1 3 J4 1 3 J4 1 3 J4 1 J5 1 J5 1 J5 1 J5 1W1B3 G14 G10 G7 G8 G9 G10 2 3 2@ 5 ' - 0 " 5' - 4 " 4 5 18'-0"6 2 15'-0"6'-0"2 2 6'-0"14'-0" 5'-6"2 6'-6"2 5'-0"5'-0"2 6'-6"2 8 3 1 1 3 1 1 FO1FO1 FO1FO1 SECONDARY ELEVATION AT G VPC VERSION: FILENAME: JOBNO 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. D SECONDARY ELEVATION AT G Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 23 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:256/22/2023 8' V CEE V CEE V CEE V CEE 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 VCC07003064 Part Mark Key 2 VCC07003090 3 GFA300 4 GFA106 1 2'-10" Dimension Key 2 2'-2" 3 4 3/4" 4 2'-0" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G15 00108CS120931700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS01G2,BRR052 G16 00108ZS130741700 0.0600 8 1/2"10 1/2"WS12J2,WS12A2,FS27D1,WS01G3,BRR052 G17 08C1408417DG00 0.0600 8 1/2"WS01G2,FS25G1 G18 08C1411417DD00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25F1 G19 08Z16114171100 0.0600 8 1/2"10 1/2"WS01G3 G20 08C1402417DQ00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25F1 G21 08Z1502417Q100 0.0600 8 1/2"10 1/2"WS12J2,WS12A2,FS27D1,WS01G3 G22 08C1311417GQ00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25G1 G23 08Z1405417GG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25G1 G24 00208ZS140841700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS27E1,FS25G1 Stem wall 1' stem 60'-0" 20 ' - 0 " 22 ' - 6 " 15'-0"15'-0"15'-0"15'-0" A BL G BL CL C CL B CL E 1W2B0 G18 G15 G16 G17 1W2B1 G18(Typ.) G19 G17 1W2B0 G23 G18 G18 G19 G17 1 2 2 2 1W2B1 G24 G20 G20 G21 G22 7' - 2 " 2@ 5 ' - 0 " 1 2 3 4 3 3 4 4 4 SECONDARY ELEVATION AT 5 VPC VERSION: FILENAME: JOBNO 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. D SECONDARY ELEVATION AT 5 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 24 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:266/22/2023 8'8' 4' 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 JTG1 Part Mark Key 2 PG1 3 GC5 4 G35(Typ.) 5 G36 1 1'-0" Dimension Key 2 4'-0" 3 3'-2" 4 4'-3" 5 3'-7" 6 1'-6" 7 3'-0" 8 3'-6" 9 2'-0" 10 2'-6" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G25 08Z0408417AG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 G26 08C0408417AG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 G27 08C2411411AD00 0.1130 8 1/2"WS12J2,WS12A2,FS27D1,WS01G2 G28 00208CS101141700 0.0600 8 1/2"WS01G2,WS20F2 G29 00308ZS101141700 0.0600 8 1/2"WS01G3,WS20F2 G30 08C2411413DD00 0.0880 8 1/2"WS01G2 G31 00308CS060541700 0.0600 8 1/2"WS01G2,WS20F2 G32 00408ZS060541700 0.0600 8 1/2"WS01G3,WS20F2 G33 00408CS121141700 0.0600 8 1/2"WS01G2,WS20F2 G34 00508ZS121141700 0.0600 8 1/2"WS01G3,WS20F2 G35 00608ZS020841700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 G36 00508CS020841700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 H2 00708JS1600017 0.0600 8 1/2"WS20F9 H3 01008JS1400017 0.0600 8 1/2"WS20F9 J6 00808JS1604616 0.0680 8 1/2"WS20F9,WS20F2,WS20B1,WS20B8 J7 00908JS1604616 0.0680 8 1/2"WS20F9,WS20F2,WS20B1,WS20B8 J8 01108JS1604617 0.0600 8 1/2"WS20F9,WS20F2,WS20B1,WS20B8 Stem wall Stem wall Stem wall Stem wall Stem wall Stem wall Stem wall Stem wall 100'-0" 20 ' - 0 " 1 24'-0"25'-0"25'-0"24'-0"1 1 BL 5 BL CL CL 2 CL 3 CL 4 CL 1 1 1 2 2 H2 2 3 J6 2 3 J7 1W3B1 G25(Typ.) G26 G27 1 1 1 1 2 2 H3 2 3 J7 2 3 J8 1W3B2 G28 G29 G30 1 1 1 1 1W3B2 G31 G32 1 1 1 1 2 2 H3 2 3 J8 2 3 J7 1W3B3 G33 G34 G30 1 1 1 2 3 J7 2 3 J6 1W3B4 4 5 G27 2 2 H2 1W3B4 2 3 5' - 0 " 4 5 5'-0"16'-0"2 6 7 7 14'-0"8 8 14'-0"9 7 10 6 7 6 16'-0"7 14 ' - 0 " 14 ' - 0 " 14 ' - 0 " 14 ' - 0 " SECONDARY ELEVATION AT A VPC VERSION: FILENAME: JOBNO 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. D SECONDARY ELEVATION AT A Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 25 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:276/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 VCC07003064 Part Mark Key 2 PG1 3 H1 4 VCC07003090 5 JTG1 6 GC5 7 GFA106 8 GFA300 9 GFA306 1 4'-0" Dimension Key 2 3'-2" 3 1'-4 1/2" 4 1'-2 7/8" 5 0'-0" 6 1'-0" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G17 08C1408417DG00 0.0600 8 1/2"WS01G2,FS25G1 G18 08C1411417DD00 0.0600 8 1/2"WS01G2 G19 08Z16114171100 0.0600 8 1/2"10 1/2"WS01G3 G37 08Z0905417GQ00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 G38 08C2402415DQ00 0.0730 8 1/2"WS12J2,WS12A2,FS27D1,WS01G2 G39 08Z2502417Q100 0.0600 8 1/2"10 1/2"WS12J2,WS12A2,FS27D1,WS01G3 G40 08C2311417GQ00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25G1 G41 00708ZS240841700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25G1,FS27E1 G42 00808CS120811700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,BRR052,WS01G2 G43 00808ZS130531700 0.0600 8 1/2"10 1/2"WS12J2,WS12A2,FS27D1,BRR052,WS01G3 G44 00908CS251141700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1 H1 00108JS0400017 0.0600 8 1/2"WS20F9 J1 00208JS0601617 0.0600 8 1/2"WS20FB,WS20F9,WS20B1,WS20B8 J3 00408JS0404417 0.0600 8 1/2"WS20B2,WS20H2 J4 00508JS0408017 0.0600 8 1/2"WS20FB,WS20F9,WS20B1,WS20H2 Id Framed Opening Locations Width Height Sill Ht.Frame To Dimen.Description FO1 4'-0"4'-0"13'-2"BL Jamb-L 10'-6"4040 window upper Stem wall 1' Stem 85'-0" 23 ' - 6 1 / 2 " 20 ' - 0 " 25'-0"15'-0"15'-0"15'-0"15'-0" J BL A BL CL E CL B CL C CL G 1 2 2 3 4 5 2 6 J1 2 6 J1 4 2 2 J3 2 2 J3 4 2 2 3 4 2 6 J4 2 6 J4 2 2 J3 2 2 J3 1W4B0 G44 G37 G38 G39 G40 G41 1W4B1 G18 G19 G17 1W4B2 G18(Typ.) G19 1W4B3 G18(Typ.) G19 1W4B4 G42 G43 G18 1 2 3@ 5 ' - 0 " 3 4 10'-6"1 10'-6" 2 6 7 7 7 7 7 8 9 FO1 SECONDARY ELEVATION AT 1 VPC VERSION: FILENAME: JOBNO 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. D SECONDARY ELEVATION AT 1 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 26 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:286/22/2023 8' V CEE 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 PG1 Part Mark Key 2 GC5 3 J11 4 J12 5 JTG1 6 H1 1 1'-0" Dimension Key 2 4'-0" 3 3'-2" 4 4'-6" 5 1'-10 1/2" 6 4" 7 8 1/4" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G11 08Z2305417GG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS25G1 G45 08Z2511414AA00 0.0790 8 1/2"WS12J2,WS12A2,FS27D1 G46 08C2511417AA00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1 G47 08Z0708417AG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 G48 08C0708417AG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2 H1 00108JS0400017 0.0600 8 1/2"WS20F9 H4 01608JS1000017 0.0600 8 1/2"WS20F9 J10 01308JS0310417 0.0600 8 1/2"WS20B2,WS20H2 J11 01408JS0100417 0.0600 8 1/2"WS20H2 J12 01508JS0209317 0.0600 8 1/2"WS20H2 J4 00508JS0408017 0.0600 8 1/2"WS20FB,WS20F9,WS20B1,WS20H2 J9 01208JS1110217 0.0600 8 1/2"WS20F9,WS20F2,WS20B2,WS20B8 Id Framed Opening Locations Width Height Sill Ht.Frame To Dimen.Description FO1 4'-0"4'-0"13'-2"1 Jamb-L 7'-0"4040 window upper FO1 4'-0"4'-0"13'-2"1 Jamb-L 15'-0"4040 window upper Stem wall Stem wall 26'-0" 23 ' - 6 1 / 2 " 1 24'-0"1 2 BL 1 BL CLCL 1 1 J9 1 1 J9 1 2 J4 1 2 J4 1 2 J4 1 2 J4 1 1 J1 0 1 1 J1 0 1 1 J1 0 1 1 J1 0 1 3 1 3 1 3 1 3 1 4 1 4 1 4 1 4 1W5B0 G11 G46 G45 G46 G11 5 1 1 H4 5 1 1 6 1 1 6 1W5B1 G47 G48 5 5 1W5B1 G47 G48 2 3 2@ 5 ' - 0 " 4 5 6 7 8'-0"10'-0"8'-0" 8'-0"2 2 2 6'-0" 7' - 0 " 1 13 ' - 2 " FO1 FO1 SECONDARY ELEVATION AT J VPC VERSION: FILENAME: JOBNO 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. D SECONDARY ELEVATION AT J Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 27 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 = 5 19:46:296/22/2023 SEE WCR100 & WCR101 for vertical CEE girts connected to frames V CEE V CEE 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin 1 VCC05003100 Part Mark Key 2 VCC07003064 3 JTG1 4 PG1 5 H1 6 GC5 7 GFA206 8 GFA106 1 4'-0" Dimension Key 2 3'-2" 3 4" 4 2'-0 3/4" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G49 08Z0702417DG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2,WS14A2 G50 00908ZS050321700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,BRR052,WS20F2 G51 08C0702417DG00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS20F2,WS14A2 G52 01008CS050321700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,BRR052,WS20F2 G53 01008ZS230021300 0.0880 8 1/2"WS12J2,WS12A2,FS27D1,BRR052,WS14A2 G54 01108CS230021700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,BRR052,WS14A2 G55 01108ZS241141700 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,FS27E1 G56 08C2402417DQ00 0.0600 8 1/2"WS12J2,WS12A2,FS27D1,WS14A2 H1 00108JS0400017 0.0600 8 1/2"WS20F9 H4 01608JS1000017 0.0600 8 1/2"WS20F9 J3 00408JS0404417 0.0600 8 1/2"WS20B2,WS20H2 J4 00508JS0408017 0.0600 8 1/2"WS20FB,WS20F9,WS20B1,WS20H2 J9 01208JS1110217 0.0600 8 1/2"WS20F9,WS20F2,WS20B2,WS20B8 Id Framed Opening Locations Width Height Sill Ht.Frame To Dimen.Description FO1 4'-0"4'-0"13'-2"BL Jamb-L 5'-6"4040 window upper FO1 4'-0"4'-0"13'-2"BL Jamb-L 15'-6"4040 window upper Stem wall Stem wall 25'-0" 22 ' - 6 " 23 ' - 6 1 / 2 " G BL J BL 1 2 313 4 4 H4 313 4 4 J9 1 4 4 J9 4 4 5 4 4 5 4 6 J4 4 6 J4 4 6 J4 1 4 6 J4 4 4 J3 4 4 J3 4 4 J3 4 4 J3 1W6B0 G56 G50G49 G52G51 G53 G54 G55 1 2 3@ 5 ' - 0 " 3 4 7'-6"10'-0"7'-6" 5'-6"1 6'-0"1 5'-6" 7' - 0 " 13 ' - 2 " 13 ' - 2 " 7 7 7 7 8 FO1 FO1 SECONDARY ELEVATION AT 2 VPC VERSION: FILENAME: JOBNO 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. D SECONDARY ELEVATION AT 2 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 28 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 = 6 19:46:306/22/2023 V CEE V CEE V CEE 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D WALL SECONDARY SED'S (a) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 29 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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. 19:46:316/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D WALL SECONDARY SED'S (b) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 30 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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. 19:46:326/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Covering Mark Schedule Qty Start Panel Last Panel Direction #34 34 R34042261GTD R34042261GTD Left to Right #35 24 R28057261GTD R28057261GTD Left to Right #36 10 R34100261GTD R34100261GTD Left to Right #37 1 R34102261GTD R34102261GTD Left to Right #38 9 R19001261GTD R19001261GTD Left to Right Id Covering Schedule Qty Length Type Gage OP Fin.Color Direction #34 34 34'-4 1/4"PR 26 1 G TD Left to Right #35 24 28'-5 7/8"PR 26 1 G TD Left to Right #36 10 34'-10"PR 26 1 G TD Left to Right #37 1 34'-10 1/4"PR 26 1 G TD Left to Right #38 9 19'-0 1/8"PR 26 1 G TD Left to Right Oper. Code:1=SQ,SQ Finish:G=Galvalume Color:TD=Standard Color Id Trim Schedule Parts Color Details T1 (2)GAC1040,(3)RCF10A Match Roof Color RC52B1 T2 (3)WRF10A Match Roof Color FC25A2 T3 (2)GAC1040,(4)RCF10A Match Roof Color RC52B1 T4 (8)WRF10A Match Roof Color FC25A2 T5 80539,MCC1 Cool Ebony T6 RKF10,STC10A Cool Ebony RC30B4,RS10R1 T7 (10)GRA10,(5)TA11,(5)EG201,(10)SET10A,(35)STR2 Cool Ebony RC03B1,RC39A3,RCV010,RCV324 T8 BS1,FPRF1,GGC1,MCC1 Cool Ebony RC38N1 T9 (2)5CE75,CP510 Cool Ebony RC38R1 Part Fastener Schedule Description 0097584UNPNTD (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer Roof Struct 1 1/4 SS(T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581UNPNTD (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer detailed for a UL90 rating Construction #64 or 253 Roof Covering Notes - The roof panels on this project has been" Ice Damming Conditions Exist 74'-0" 60 ' - 0 " 100'-0" 85 ' - 0 " 26'-0" 25 ' - 0 " (34)#34 (24)#35 (10)#36 #37 (9)#38 T1 T1 T2 T3 T3 T4 T5 T6 T6 T7 T8 T8 T9T9T9T9T9T9T9 ROOF COVERING PLAN A BL B C D E F G BL J BL 5 BL 4 3 2 BL 1 BL VPC VERSION: FILENAME: JOBNO 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. D ROOF COVERING PLAN Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 31 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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, Shape = Shop 19:46:356/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Liner/Soffit Mark Schedule Qty Start Panel Last Panel Direction Cut Dim Start Dim. #16 34 W02104261KGZ W02104261KGZ Left to Right 3'-0" Id Liner/Soffit Schedule Qty Type Length Gage OP Finish Color Direction Cut #16 34 PR 2'-10 1/2"26 1 K GZ Left to Right Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray 74'-0" 60 ' - 0 " 100'-0" 85 ' - 0 " 26'-0" 25 ' - 0 " (34)#16 A BL B C D E F G BL J BL 5 BL 4 3 2 BL 1 BL VPC VERSION: FILENAME: JOBNO 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. D ROOF LINER PLAN Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 32 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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, Shape = Shop 19:46:366/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Covering Mark Schedule Qty Start Panel Direction Start Dim. #46 25 W1608426FKGZ Left to Right 6'-0" #1 25 W00023261X01 Left to Right 3'-0" #2 25 W07071261X01 Left to Right 6'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #46 25 W 16'-8 1/2"26 F K GZ Left to Right #1 25 W 2 3/8"26 1 X 01 Left to Right #2 25 W 7'-7 1/8"26 1 X 01 Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Finish:X=Special Request Color:GZ=Cool Zinc Gray Color:01=Cool Ebony Id Trim Schedule Parts Color Details T1 DFT10,JT07 Cool Ebony WC24A1 T2 (1.2)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T3 (1.3)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T4 (0.5)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T5 (0.9)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T6 DFT10,HTS10 Cool Ebony WC24A2 T7 DFT05,JT05 Cool Ebony WC24A1 T8 DFT05,HTS05 Cool Ebony WC24A2 T9 TDFH05 Cool Ebony WC24A4 T10 DFT05,HTS03 Cool Ebony WC24A2 T11 CT20 Cool Ebony WC20A1 T12 CT10 Cool Ebony WC20A1 T13 ICF20 Cool Ebony WC21A1 T14 ICF10 Cool Ebony WC21A1 T15 (8)CTFV8B10,(8)FLS80B Cool Ebony FC20E3,WCV074,WCV075 T16 CT05 Cool Ebony WC20A1 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-002 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097581-002 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 1 3'-0" Dimension Key Stem wall Stem wall Stem wall Stem wall 74'-0" 22 ' - 6 " 5 BL 2 BL (25)#46 1' - 0 " (25)#1 (25)#2 T1 T1T1T1T1T1 T2 T3 T4 T5 T6T6 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T7 T8 T8 T8 T8 T8 T8 T9 T9 T9 T9 T9 T9 T10 T1 1 T1 2 T1 3 T1 4 T15 T1 6 18'-0"1 19'-0"6'-0"8'-0"6'-0"14'-0" COVERING ELEVATION AT G VPC VERSION: FILENAME: JOBNO 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. D COVERING ELEVATION AT G Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 33 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:376/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Covering Mark Schedule Qty Start Panel Direction Start Dim. #4 10 W1508426FKGZ Left to Right 6'-0" #5 10 W1608426FKGZ Left to Right 30'-0" #6 9 W00023261X01 Left to Right 3'-0" #7 10 W05071261X01 Left to Right 6'-0" #8 1 W00053261X01 Left to Right 27'-0" #9 1 W00053261X01 Left to Right 30'-0" #10 10 W07071261X01 Left to Right 30'-0" #11 9 W00023261X01 Left to Right 33'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #4 10 W 15'-8 1/2"26 F K GZ Left to Right #5 10 W 16'-8 1/2"26 F K GZ Left to Right #6 9 W 2 3/8"26 1 X 01 Left to Right #7 10 W 5'-7 1/8"26 1 X 01 Left to Right #8 1 W 5 3/8"26 1 X 01 Left to Right #9 1 W 5 3/8"26 1 X 01 Left to Right #10 10 W 7'-7 1/8"26 1 X 01 Left to Right #11 9 W 2 3/8"26 1 X 01 Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Finish:X=Special Request Color:GZ=Cool Zinc Gray Color:01=Cool Ebony Id Trim Schedule Parts Color Details T1 CT05 Cool Ebony WCV133,WC20A1 T2 (2)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2,WSR065 T3 CT16 Cool Ebony WC20A1 T4 CT05,CTFV8B10,RKC10 Cool Ebony T5 (3)CTFV8B10,(3)FLS80B Cool Ebony FC20E3,WCV074,WCV075 T6 (3)CTFV8B10,(3)FLS80B Cool Ebony FC20E3,WCV074,WCV075 T7 CT05,CTFV8B10,RKC10 Cool Ebony Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-002 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097581-002 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Stem wall 1' stem 60'-0" 20 ' - 0 " 22 ' - 6 " A BL G BL (10)#4 (10)#5 2' - 0 " 1' - 0 " (9)#6 (10)#7 #8 #9 (10)#10 (9)#11 T1 T1 T2 T2 T3 T4 T5 T6 T7 30'-0"30'-0" COVERING ELEVATION AT 5 VPC VERSION: FILENAME: JOBNO 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. D COVERING ELEVATION AT 5 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 34 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:396/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Covering Mark Schedule Qty Start Panel Direction Start Dim. #14 16 W1802026FKGZ Left to Right 0'-0",21'-0",45'-0",66'-0",96'-0" #15 18 W05114261KGZ Left to Right 6'-0",33'-0",54'-0",81'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #14 16 W 18'-2"26 F K GZ Left to Right #15 18 W 5'-11 1/2"26 1 K GZ Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GZ=Cool Zinc Gray Id Trim Schedule Parts Color Details T1 DFT14,JT14 Cool Ebony WC24A1 T2 DFT10,JT07 Cool Ebony WC24A1 T3 (10)PCA10A Cool Ebony WC11F1,WC11F4 T4 (0.3)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T5 (0.4)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T6 (0.2)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2,WSR065 T7 (0.5)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T8 (0.1)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T9 (0.3)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T10 (0.1)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T11 DFT12,DFT05,HTS14,HTS03 Cool Ebony WC24A2 T12 DFT05,HTS03 Cool Ebony WC24A2 T13 DFT14,HTS14 Cool Ebony WC24A2 T14 CT20 Cool Ebony WC20A1 T15 5CE75,(2)CP510,DN1,(4)DST1 Cool Ebony RC38P1 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 1 3'-0" Dimension Key 2 2'-0" 3 4'-0" 4 1'-6" Stem wall Stem wall Stem wall Stem wall Stem wall Stem wall Stem wall Stem wall 100'-0" 20 ' - 0 " 1 BL 5 BL (2)#14 (5)#15 (4)#14 (4)#15 (3)#14 (4)#15 (5)#14 (5)#15 (2)#14 2' - 0 " T1 T1 T1 T1T1T1T1T1 T2 T2 T2 T2T2T2 T3 T4 T5 T6 T6T7T8T9T10 T11 T11 T12 T12T12 T13 T13 T1 4 T1 5 T1 5 T1 5 T1 5 T1 5 T1 5 T1 5 5'-0"16'-0"5'-6"1 1 14'-0"7'-0"14'-0"2 1 3 1 4 16'-0"1 COVERING ELEVATION AT A VPC VERSION: FILENAME: JOBNO 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. D COVERING ELEVATION AT A Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 35 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:406/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Covering Mark Schedule Qty Start Panel Last Panel Increment Direction Start Dim. #17 9 W00070261KGZ Left to Right 3'-0" #18 9 W1605426FKGZ Left to Right 6'-0" #19 1 W07096261KGZ Left to Right 24'-0" #20 20 W2002426FKGZ W1710026FKGZ -1 1/2"Left to Right 27'-0" #21 9 W07096261X01 Left to Right 6'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Increment Direction #17 9 W 7"26 1 K GZ Left to Right #18 9 W 16'-5 1/2"26 F K GZ Left to Right #19 1 W 7'-9 3/4"26 1 K GZ Left to Right #20 20 W 20'-2 1/2"26 F K GZ -1 1/2"Left to Right #21 9 W 7'-9 3/4"26 1 X 01 Left to Right Oper. Code:1=SQ,SQ Oper. Code:F=CR,SQ Finish:K=KXL (Kynar) Finish:X=Special Request Color:GZ=Cool Zinc Gray Color:01=Cool Ebony Id Trim Schedule Parts Color Details T1 CT05 Cool Ebony WCV133 T2 (4)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T3 (1.7)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T4 DFT05,JT05 Cool Ebony WC24A1 T5 DFT05,HTS05 Cool Ebony WC24A2 T6 TDFH05 Cool Ebony WC24A4 T7 CT20 Cool Ebony WC20A1 T8 CT10 Cool Ebony WC20A1 T9 (3)RKF20 Cool Ebony RC30B1,RS10R1 T10 CT05,CTFV8B10,RKC10 Cool Ebony T11 (3)CTFV8B10,(3)FLS80B Cool Ebony FC20E3,WCV074,WCV075 T12 CT05 Cool Ebony WC20A1 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-002 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-002 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Stem wall 1' Stem 85'-0" 23 ' - 6 1 / 2 " 20 ' - 0 " J BL A BL 7"7"7"7"7"7"7"7"7" (9)#17 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " 16 ' - 5 1 / 2 " (9)#18 7' - 9 3 / 4 " #19 20 ' - 2 1 / 2 " 20 ' - 1 " 19 ' - 1 1 1 / 2 " 19 ' - 1 0 " 19 ' - 8 1 / 2 " 19 ' - 7 " 19 ' - 5 1 / 2 " 19 ' - 4 " 19 ' - 2 1 / 2 " 19 ' - 1 " 18 ' - 1 1 1 / 2 " 18 ' - 1 0 " 18 ' - 8 1 / 2 " 18 ' - 7 " 18 ' - 5 1 / 2 " 18 ' - 4 " 18 ' - 2 1 / 2 " 18 ' - 1 " 17 ' - 1 1 1 / 2 " 17 ' - 1 0 " (20)#20 2' - 0 " 1' - 0 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " 7' - 9 3 / 4 " (9)#21 T1 T2 T3 T4 T4 T4 T4 T5 T5 T6 T6 T7 T8 T9 T1 0 T1 0 T11 T1 2 25'-0"60'-0" COVERING ELEVATION AT 1 VPC VERSION: FILENAME: JOBNO 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. D COVERING ELEVATION AT 1 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 36 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:416/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Covering Mark Schedule Qty Start Panel Direction Start Dim. #23 6 W1608426FKGZ Left to Right 6'-0",18'-0" #24 3 W10080261KGZ Left to Right 9'-0" #25 9 W00023261X01 Left to Right 3'-0" #26 9 W07071261X01 Left to Right 6'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #23 6 W 16'-8 1/2"26 F K GZ Left to Right #24 3 W 10'-8"26 1 K GZ Left to Right #25 9 W 2 3/8"26 1 X 01 Left to Right #26 9 W 7'-7 1/8"26 1 X 01 Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Finish:X=Special Request Color:GZ=Cool Zinc Gray Color:01=Cool Ebony Id Trim Schedule Parts Color Details T1 DFT10,JT07 Cool Ebony WC24A1 T2 (0.5)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2,WSR065 T3 DFT10,HTS10 Cool Ebony WC24A2 T4 DFT05,JT05 Cool Ebony WC24A1 T5 DFT05,HTS05 Cool Ebony WC24A2 T6 TDFH05 Cool Ebony WC24A4 T7 CT20 Cool Ebony WC20A1 T8 CT10 Cool Ebony WC20A1 T9 (3)CTFV8B10,(3)FLS80B Cool Ebony FC20E3,WCV074,WCV075 T10 CT05 Cool Ebony WC20A1 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-002 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097581-002 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Stem wall Stem wall 26'-0" 23 ' - 6 1 / 2 " 2 BL 1 BL (3)#23 (3)#24 (3)#23 1' - 0 " (9)#25 (9)#26 T1 T1 T2 T2 T3 T4 T4 T4 T4 T5 T5 T6 T6 T7 T8 T9 T1 0 8'-0"10'-0"8'-0" COVERING ELEVATION AT J VPC VERSION: FILENAME: JOBNO 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. D COVERING ELEVATION AT J Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 37 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 = 5 19:46:426/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #28 9 W 9"26 1 K GZ Left to Right #29 7 W 16'-5 1/2"26 F K GZ Left to Right #30 2 W 10'-3"26 1 K GZ Left to Right #31 9 W 2 3/8"26 1 X 01 Left to Right #32 9 W 7'-7 1/8"26 1 X 01 Left to Right Oper. Code:1=SQ,SQ Oper. Code:F=CR,SQ Finish:K=KXL (Kynar) Finish:X=Special Request Color:GZ=Cool Zinc Gray Color:01=Cool Ebony Id Trim Schedule Parts Color Details T1 DFT10,JT07 Cool Ebony WC24A1 T2 (0.5)BG2415 Cool Ebony WSR065,EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2,WSR065 T3 DFT10,HTS10 Cool Ebony WC24A2 T4 DFT05,JT05 Cool Ebony WC24A1 T5 DFT05,HTS05 Cool Ebony WC24A2 T6 TDFH05 Cool Ebony WC24A4 T7 (3)CTFV8B10,(3)FLS80B Cool Ebony FC20E3,WCV074,WCV075 Part Fastener Schedule Description 0097584-116 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097584-002 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-116 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer 0097584-110 (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer 0097581-002 (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer Stem wall Stem wall 25'-0" 22 ' - 6 " 23 ' - 6 1 / 2 " G BL J BL (9)#28 (3)#29 (2)#30 (4)#29 1' - 0 " (9)#31 (9)#32 T1T1 T2 T2 T3 T4 T4 T4 T4 T5 T5 T6 T6 T7 7'-6"10'-0"7'-6" COVERING ELEVATION AT 2 VPC VERSION: FILENAME: JOBNO 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. D COVERING ELEVATION AT 2 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 38 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 = 6 19:46:446/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Direction #3 25 PR 2'-2"26 1 G TD Left to Right Oper. Code:1=SQ,SQ Finish:G=Galvalume Color:TD=Standard Color Id Trim Schedule Parts Color Details T1 ICF05 Cool Ebony WC21A1 T2 CT05 Cool Ebony WC20A1 Open 74'-0" 22 ' - 6 " 22 ' - 6 " 2 BL 5 BL 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " 2' - 2 " (25)#3 T1T2 18'-0"3'-0"19'-0"6'-0"8'-0"6'-0"14'-0" WALL LINER ELEVATION AT G (View from inside Building) VPC VERSION: FILENAME: JOBNO 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. D WALL LINER ELEVATION AT G Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 39 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:456/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Wall Liner Mark Schedule Qty Start Panel Last Panel Increment Direction Start Dim. #12 10 W0106126TGTD W0207526TGTD -1 1/2"Left to Right 3'-0" #13 10 W0203126TGTD W0304526TGTD -1 1/2"Left to Right 3'-0" Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #12 10 PR 1'-6 1/8"26 T G TD -1 1/2"Left to Right #13 10 PR 2'-3 1/8"26 T G TD -1 1/2"Left to Right Oper. Code:T=RT,SQ Finish:G=Galvalume Color:TD=Standard Color Open 60'-0" 20 ' - 0 " 22 ' - 6 " G BL A BL 1' - 6 1 / 8 " 1' - 7 5 / 8 " 1' - 9 1 / 8 " 1' - 1 0 5 / 8 " 2' - 0 1 / 8 " 2' - 1 5 / 8 " 2' - 3 1 / 8 " 2' - 4 5 / 8 " 2' - 6 1 / 8 " 2' - 7 5 / 8 " (10)#12 2' - 3 1 / 8 " 2' - 4 5 / 8 " 2' - 6 1 / 8 " 2' - 7 5 / 8 " 2' - 9 1 / 8 " 2' - 1 0 5 / 8 " 3' - 0 1 / 8 " 3' - 1 5 / 8 " 3' - 3 1 / 8 " 3' - 4 5 / 8 " (10)#13 WALL LINER ELEVATION AT 5 (View from inside Building) VPC VERSION: FILENAME: JOBNO 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. D WALL LINER ELEVATION AT 5 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 40 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:466/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Wall Liner Mark Schedule Qty Start Panel Last Panel Increment Direction Start Dim. #22 9 W0204626MGTD W0104626MGTD 1 1/2"Left to Right 3'-0" Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #22 9 PR 2'-4 3/4"26 M G TD 1 1/2"Left to Right Oper. Code:M=LF,SQ Finish:G=Galvalume Color:TD=Standard Color Id Trim Schedule Parts Color Details T1 ICF05 Cool Ebony WC21A1 Open 85'-0" 23 ' - 6 1 / 2 " 20 ' - 0 " A BL J BL 2' - 4 3 / 4 " 2' - 3 1 / 4 " 2' - 1 3 / 4 " 2' - 0 1 / 4 " 1' - 1 0 3 / 4 " 1' - 9 1 / 4 " 1' - 7 3 / 4 " 1' - 6 1 / 4 " 1' - 4 3 / 4 " (9)#22 T1 WALL LINER ELEVATION AT 1 (View from inside Building) VPC VERSION: FILENAME: JOBNO 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. D WALL LINER ELEVATION AT 1 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 41 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 19:46:486/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Wall Liner Mark Schedule Qty Start Panel Last Panel Direction Start Dim. #27 9 W01014261GTD Left to Right 3'-0" Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Direction #27 9 PR 1'-1 1/2"26 1 G TD Left to Right Oper. Code:1=SQ,SQ Finish:G=Galvalume Color:TD=Standard Color Id Trim Schedule Parts Color Details T1 ICF05 Cool Ebony WC21A1 Open 26'-0" 23 ' - 6 1 / 2 " 23 ' - 6 1 / 2 " 1 BL 2 BL 1' - 1 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " 1' - 1 1 / 2 " (9)#27 T1 8'-0"10'-0"8'-0" WALL LINER ELEVATION AT J (View from inside Building) VPC VERSION: FILENAME: JOBNO 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. D WALL LINER ELEVATION AT J Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 42 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 = 5 19:46:496/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin Id Wall Liner Mark Schedule Qty Start Panel Last Panel Increment Direction Start Dim. #33 9 W0102526TGTD W0202526TGTD -1 1/2"Left to Right 3'-0" Id Wall Liner Schedule Qty Type Length Gage OP Finish Color Increment Direction #33 9 PR 1'-2 5/8"26 T G TD -1 1/2"Left to Right Oper. Code:T=RT,SQ Finish:G=Galvalume Color:TD=Standard Color Open 25'-0" 22 ' - 6 " 23 ' - 6 1 / 2 " J BL G BL 1' - 2 5 / 8 " 1' - 4 1 / 8 " 1' - 5 5 / 8 " 1' - 7 1 / 8 " 1' - 8 5 / 8 " 1' - 1 0 1 / 8 " 1' - 1 1 5 / 8 " 2' - 1 1 / 8 " 2' - 2 5 / 8 " (9)#33 7'-6"10'-0"7'-6" WALL LINER ELEVATION AT 2 (View from inside Building) VPC VERSION: FILENAME: JOBNO 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. D WALL LINER ELEVATION AT 2 Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 43 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 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 = 6 19:46:506/22/2023 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D COVERING & TRIM SED'S (a) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 44 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 19:46:526/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D COVERING & TRIM SED'S (b) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 45 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 19:46:546/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin VPC VERSION: FILENAME: JOBNO 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. D COVERING & TRIM SED'S (c) Tital Steel Tom Luthy Rexburg, Idaho Luthy 60x100x20 (LS)/25x26 23-001454-01 06/22/23 ATV 46 Titan-Luthy 60x100 2023.2NTS LC PERMIT SET- For Building Dept. Approval 19:46:556/22/2023 SEDSheet 06/26/2023 BlueScope Buildings North America 7031 Albert Pick Road - Suite 200 Greensboro, NC 27409 Christopher J. Falin