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HomeMy WebLinkAboutAPPROVED PLANS - 21-00076 - Winder Station - New Commercial - Bldg AAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Winder Station - New Commercial - Bldg B Address : Record Type : Madison County - Commercial Document Filename : 20-026083-01_FOR CONSTRUCTION Final Erection Drawings Rev 0 - Sealed by CYW 1-15-21.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00076 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 2 Free text Cody Jones : Building Open 2 2018 International Building Code. Pg 2 Free text Cody Jones : Building Open 2 Plan review for foundation and the shell of the building only. Pg 4 Free text Cody Jones : Building Open 4 Man doors to be installed to the side of overhead doors. Doors must meet the requirements of IBC Section 1010. Madison County - Commercial Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) JOB # LOCATION CUSTOMER BUILDER PROJECT BUILDERS PO# VP BUILDINGS VARCO PRUDEN FILENAME: VPC VERSION: DATE DRAWN / CHECK PAGE VP Buildings 3200 Players Club Circle Memphis TN 38125 DRAWING RELEASE HISTORY TYPE DATE DESCRIPTION DRAWING INDEX DRAWING TITLE PAGES Cover Sheet Anchor Rod Plan Primary Structural Secondary Structural Covering Special Drawings Standard Erection Details Codes and Loads REVERSALS ON CONNECTIONS. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTACT. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" UNLESS INDICATED OTHERWISE IN ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE " SNUG-TIGHT" EXCEPT AS FOLLOWS; DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. ARE ACCEPTABLE. BRACES. ERECTION DRAWING DETAILS. GRADE 50A529, A572, A588, A992HOT ROLLED ANGLES GRADE BA500HOLLOW STRUCTURAL SECTION (HSS) HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS MATERIALS GENERAL NOTES ASTM DESIGNATION GRADE 50 OR GRADE 80 GRADE 36 OR 50 GRADE 50 GRADE 60 GRADE 55A529, A572, A1011, A1018 A653, A1011 A572, A510 A36, A529, A572, A588, A992 A653, A792CLADDING HOT ROLLED MILL SHAPES BRACE RODS COLD FORMED LIGHT GAGE SHAPES 3 PLATE WELDED SECTIONS R a division of BlueScope Buildings North America, Inc. VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Planograph Details Notes C INSPECTION AND TESTING THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION. COVER SHEET TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 1 Tom Luthy 60x20 2020.4b 15:09:1212/23/2020 1 Anchor Rod Drawings 12/23/20 FOR CONSTRUCTION 2 3 4-5 6-15 16-24 25-31 32-35 Anchor Rod Drawings Rev 1 (page 5) 1/14/21 FOR CONSTRUCTION Final Erection Drawings 1/14/21 FOR CONSTRUCTION NOTE: MASONRY WALLS ARE SELF-SUPPORTING AND CANNOT BE ATTACHED TO THE VP FRAMES OR SECONDARY MEMBERS TO ENSURE NO TRANSFER OF LOADS BETWEEN NBVP MASONRY AND VP STRUCTURE VP Erection Guides BASIC ERECTION GUIDE 4001 BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003 31 1/15/21 01/15/2021 I am approving this document 2021.01.15 09:22:56-08'00' 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: 2017 Idaho State Building Code Building Code Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour Based on Building Code: 2015 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Collateral Gravity:1.00 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 Wind Exposure: C - Kz: 0.860 Parts Wind Exposure Factor: 0.860 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 12/0/0 Parts / Portions Zone Strip Width: a: 6/0/0 Basic Wind Pressure: q: 24.76 psf Roof Covering + Second. Dead Load: 1.97 psf Material Dead Weight Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: pg: 50.00 psf Flat Roof Snow: pf: 31.50 psf Design Snow (Sloped): ps: 31.50 psf Rain Surcharge: 0.00 Specified Minimum Roof Snow: 35.00 psf (USR) Exposure Factor: 1 Fully Exposed - Ce: 0.90 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 Reducible Roof Live Load Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 43.00 %g Mapped MCE Acceleration: S1: 14.30 %g Site Class: Stiff soil (D) Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.4174 Design Acceleration Parameter: Sd1: 0.2124 Seismic Design Category: D Seismic Snow Load: 6.30 psf % Snow Used in Seismic: 20.00 Diaphragm Condition: Rigid Fundamental Period Height Used: 17/3/0 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.00 Fundamental Period: Ta: 0.2733 R-Factor: 3.50 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1193 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.1693 R-Factor: 3.25 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1284 x W Roof: A Shop X Y VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C CODES AND LOADS TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 12/23/2020 NHL 2 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 12/23/2020 15:09:12 Application of Specified Minimum Uniform Roof Snow loads, “SMS”: - The specified minimum uniform roof snow will be applied as a separate roof load check, combined with dead loads only. - It is considered the net sloped roof load, i.e., none of the other snow load related factors such as Importance, Thermal, Unobstructed Slippery, Ex- posure, etc., would apply. - It is not considered in conjunction with the bracing second order effects. Note: This building has been Designed with a Collateral Gravity Loading of only 1 psf. Do not exceed 1 psf of Collateral Gravity when hanging equipment from the purlins. 01/15/2021 2018 International Building Code. Plan review for foundation and the shell of the building only. 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 MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00; Engineering Certifications of Authorization USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134 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. VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C ERECTION NOTES TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 12/23/2020 NHL 3 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 12/23/2020 15:09:14 01/15/2021 1 6" Dimension Key 1 6" Dimension Key <*> <*><*> <*> 6 0 '-0 " 200'-0" 1 3 '-0 " 2 5 '-0 " 2 2 '-0 " 2 2 '-0 " 2 5 '-0 " 1 3 '-0 " 1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1 5'-6"14'-0" J=8.50 5'-6"5'-6"14'-0" J=8.50 5'-6"5'-6"14'-0" J=8.50 5'-6"5'-6"14'-0" J=8.50 5'-6" D1 D1 D2 D2 D3 D3 D4 D3 D4 D3 D3 D3 D3 D3 D4 D3 D4 D3 D1 D1 D2 D2 D5 D5 D5 D5 ANCHOR ROD PLAN A B L B C D B L 1 BL 2 3 4 5 6 7 8 9 BL VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C ANCHOR ROD PLAN TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 12/23/2020 NHL 4 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION <*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 12/23/2020 15:09:15 NOTE: THE BUILDER MUST BE AWARE THAT CORNER COLUMNS NEED TO BE ERETED BEFORE MAONRY WALL OR TAKE PRECAUTIONS FOR BOLTING PLATE ACCESS LOW SIDE HIGH SIDE 01/15/2021 Man doors to be installed to the side of overhead doors. Doors must meet the requirements of IBC Section 1010. D1 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-1" Dim: A=1'-0" Elev.=101'-0" D2 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=11" Dim: A=4 1/8" Gage=5" Pitch=5" Edge Out=3" Elev.=101'-0" D3 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-1" Dim: A=1'-0" Elev.=100'-0" D4 (4)3/4" Dia. GR36 Anchor Rods Plate W=9" L=1'-1" Dim: A=1'-0" Elev.=100'-0" D5 (4)3/4" Dia. GR36 Anchor Rods Plate W=8" L=1'-5" Dim: A=11 1/2" B=1'-1" Gage=5" Pitch=5" Edge Out=4" Elev.=100'-0" VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C ANCHOR ROD PLAN - DETAILS TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 12/23/2020 NHL 5 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1/14/2021 14:04:01 1 1 1/14/21 NHL BASE PLATE REVISED INFO:L,DimA,Edge Out 01/15/2021 Id Rod, Strut, and Misc. Connection Bolts Qty Grade Bolt Diam.Bolt Length PartNo Washer 1 2 F1852 3/4"2"0097388 Yes 1 6" Dimension Key Part Bracing Part Schedule Qty Length Detail 03RT3303 4 33'-3"BR02K1,BR01G2 03RS3504 4 35'-4"BR01G2 04RT2700 4 27'-0"BR01G2,BR02K1 3BSE22106142 23'-4 3/4"BR15L1 0 3 R T 3 3 0 3 0 3 R T 3 3 0 3 0 3 R S 3 5 0 4 0 3 R S 3 5 0 4 0 4 R T 2 7 0 0 04RT2700 1 13BSE2210614 0 3 R T 3 3 0 3 0 3 R T 3 3 0 3 0 3 R S 3 5 0 4 0 3 R S 3 5 0 4 0 4 R T 2 7 0 0 04RT2700 1 13BSE2210614 60 ' - 0 " 200'-0" 13 ' - 0 " 25 ' - 0 " 22 ' - 0 " 22 ' - 0 " 25 ' - 0 " 13 ' - 0 " 1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1 CX001 RB X 0 0 1 RB X 0 0 2 RB X 0 0 3 CX002 EP X 0 0 1 EP X 0 0 2 CX003 RB X 0 0 4 RB X 0 0 5 CX004 CX005CX005 RB X 0 0 6 RB X 0 0 7 CX006 CX007CX007 RB X 0 0 6 RB X 0 0 8 CX006 CX003 RB X 0 0 4 RB X 0 0 5 CX004 CX003 RB X 0 0 4 RB X 0 0 5 CX004 CX005CX005 RB X 0 0 6 RB X 0 0 7 CX006 CX008CX008 RB X 0 0 6 RB X 0 0 8 CX006 CX009 RB X 0 0 9 RB X 0 1 0 RB X 0 1 1 CX010 EP X 0 0 3 EP X 0 0 4 CX011 RBX012 CX011 CX011 RBX012 CX011 A BL B C D BL 1 BL 2 3 4 5 6 7 8 9 BL PRIMARY AND ROOF BRACING PLAN HIGH SIDE LOW SIDE VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C PRIMARY AND ROOF BRACING PLAN TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 6 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop 1/14/2021 16:02:33 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CX001 1 5.0000 .1875 .1345 1'-0"1'-0"16'-9 1/8"228# RBX001 2-5 5.0000 .2500 .1345 10"10"25'-3 9/16"338# RBX002 6 5.0000 .1875 .1345 10"10"15'-5 3/8"176# RBX003 7-9 5.0000 .1875 .1345 10"10"17'-6 3/4"198# CX002 10 5.0000 .1875 .1345 1'-0"1'-0"13'-6 5/16"184# EPX001 11 5.0000 .1345 .1345 10"10"15'-0 9/16"154#BR25CA EPX002 12 5.0000 .1345 .1345 10"10"14'-0 1/16"145#BR25CA Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 4 A325 1/2"1 1/2"3/8"1 1 49080 B 4 F1852 3/4"1 3/4"1/4"1 1 Yes Yes 0097387 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 8 1/2" Dimension Key 2 4'-0" 3 3'-6" 4 2 @ 4'-3" 5 2 @ 3'-3 5/16" 6 4'-6" Horiz. Clearance between members 1(CX001) and 10(CX002): 56'-7" Frame Clearances Vert. Clearance at member 1(CX001): 16'-10 1/8" Vert. Clearance at member 10(CX002): 14'-6 5/16" Vert. Clearance at member 11(EPX001): 16'-0 1/2" Vert. Clearance at member 12(EPX002): 14'-11 15/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 22'-0"25'-0"13'-0" D BL A BL CL C CL B 60'-0" FRAME CROSS SECTION AT FRAME LINE(S) 1 KMA1 (2)WBBC2 1 GFB2006 2 3 5' - 0 " 6' - 0 " GF B 2 0 3 7 GF B 2 0 3 7 < S > GF B 2 0 3 7 < S > GF B 2 0 3 7 GF B 2 0 3 7 < S > GF B 2 0 3 7 < S > GF B 2 0 3 7 4 9 @ 5'-0" 5 KMA1 (2)WBBC2 1 GFB2006 2 3 6 2 18 ' - 6 " 16 ' - 0 " 60'-0 5/8" 0.500:12 CX 0 0 1 RBX001 RBX002 RBX003 CX 0 0 2 EP X 0 0 1 EP X 0 0 2 A B B A A A 101'-0"101'-0"101'-0"101'-0" VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C FRAME CROSS SECTION AT FRAME LINE(S) 1 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 7 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 1 1/14/2021 16:02:34 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX003 1 5.0000 .3750 .1875 1'-0"2'-11"17'-9 1/8"591# RBX004 2 5.0000 .3750 .1875 2'-8"1'-4"26'-5 5/8"729# 3 5.0000 .3125 .1644 1'-4"2'-8" RBX005 4 5.0000 .3125 .1644 2'-8"1'-4"29'-11 1/16"816# 5 5.0000 .3125 .1875 1'-4"2'-8" CX004 6 5.0000 .3750 .1644 1'-0"2'-9"12'-9"367# 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"3 1 Yes Yes 0097389 B 12 F1852 3/4"2"3/8"2 4 Yes Yes 0097388 C 10 F1852 3/4"2 1/4"1/2"3 2 Yes Yes 0097389 1 8 1/2" Dimension Key 2 2'-9" 3 3'-3" 4 2 @ 4'-3" 5 2 @ 3'-3 5/16" 6 4'-6" 7 4'-0" Horiz. Clearance between members 1(CX003) and 6(CX004): 52'-11" Frame Clearances Vert. Clearance at member 1(CX003): 14'-11 1/8" Vert. Clearance at member 6(CX004): 12'-9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) D BL A BL 60'-0" FRAME CROSS SECTION AT FRAME LINE(S) 2, 5 & 6 KMA1 (2)WBBC2 (2)KMA1 (4)WBBC2 1 GFB2066 (2)GFB3077 7' - 6 " 5' - 0 " 2 3 EA P 1 ES B S B ES B S B (2 ) G F B 4 0 0 7 GF B 2 0 8 1 GF B 3 0 0 0 GF B 4 0 0 7 GF B 3 1 1 1 GF B 2 0 8 1 GF B 2 0 9 7 (2 ) G F B 3 0 2 1 4 9 @ 5'-0"5 KMA1 (2)WBBC2 (2)KMA1 (4)WBBC2 1 GFB2066 (2)GFB3077 7' - 6 " 6 7 18 ' - 6 " 16 ' - 0 " 60'-0 5/8" 0.500:12 C X 0 0 3 R B X 0 0 4 R B X 00 5 C X 0 0 4 A B C VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C FRAME CROSS SECTION AT FRAME LINE(S) 2, 5 & 6 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 8 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 2 1/14/2021 16:02:36 NOTE: Installation of tension control bolts may not be possible in areas where ex- treme pitch,stiffener location,beam depth or other obstructions may occur. In these cases,substitution of nuts and bolts tightened with wrenches are required. 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX005 1 8.0000 .3750 .1644 1'-0"2'-6 3/8"17'-9 1/8"705# 2 8.0000 .3750 .1875 2'-6 3/8"2'-7" RBX006 3 5.0000 .3750 .1875 2'-9"1'-5"26'-8 5/8"750# 4 5.0000 .3125 .1644 1'-5"2'-8" RBX007 5 5.0000 .3125 .1644 2'-8"1'-4"30'-0 1/16"841# 6 5.0000 .3125 .1875 1'-4"2'-8" CX006 7 5.0000 .3750 .1644 1'-0"2'-9"12'-9"369# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 3/4"2 1/4"1/2"3 2 Yes Yes 0097389 B 12 F1852 3/4"2"3/8"2 4 Yes Yes 0097388 1 8 1/2" Dimension Key 2 2'-9" 3 3'-3" 4 2 @ 4'-3" 5 2 @ 3'-3 5/16" 6 4'-6" 7 4'-0" Horiz. Clearance between members 1(CX005) and 7(CX006): 53'-3 5/8" Frame Clearances Horiz. Clearance between members 2(CX005) and 7(CX006): 53'-3" Vert. Clearance at member 2(CX005): 14'-7 9/16" Vert. Clearance at member 7(CX006): 12'-9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) D BL A BL 60'-0" FRAME CROSS SECTION AT FRAME LINE(S) 3 & 7 1 7' - 6 " 5' - 0 " 2 3 EA P 1 ES B S B EA P 1 ES B S B (2 ) G F B 4 0 2 7 GF B 2 0 8 1 GF B 3 0 0 0 GF B 4 0 0 7 GF B 3 1 1 1 GF B 2 0 8 1 GF B 2 0 9 7 (2 ) G F B 3 0 2 1 4 9 @ 5'-0" 5 KMA1 (2)WBBC2 (2)KMA1 (4)WBBC2 1 GFB2066 (2)GFB3077 7' - 6 " 6 7 18 ' - 6 " 16 ' - 0 " 60'-0 5/8" 0.500:12 C X 0 0 5 C X 0 0 5 R B X 0 0 6 R B X 0 0 7 C X 0 0 6 A B A VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C FRAME CROSS SECTION AT FRAME LINE(S) 3 & 7 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 9 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 3 1/14/2021 16:02:37 NOTE: Installation of tension control bolts may not be possible in areas where ex- treme pitch,stiffener location,beam depth or other obstructions may occur. In these cases,substitution of nuts and bolts tightened with wrenches are required. 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX007 1 8.0000 .3750 .1644 1'-0"2'-6 3/8"17'-9 1/8"705# 2 8.0000 .3750 .1875 2'-6 3/8"2'-7" RBX006 3 5.0000 .3750 .1875 2'-9"1'-5"26'-8 5/8"750# 4 5.0000 .3125 .1644 1'-5"2'-8" RBX008 5 5.0000 .3125 .1644 2'-8"1'-4"30'-0 1/16"841# 6 5.0000 .3125 .1875 1'-4"2'-8" CX006 7 5.0000 .3750 .1644 1'-0"2'-9"12'-9"369# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 3/4"2 1/4"1/2"3 2 Yes Yes 0097389 B 12 F1852 3/4"2"3/8"2 4 Yes Yes 0097388 1 8 1/2" Dimension Key 2 2'-9" 3 3'-3" 4 2 @ 4'-3" 5 2 @ 3'-3 5/16" 6 4'-6" 7 4'-0" Horiz. Clearance between members 1(CX007) and 7(CX006): 53'-3 5/8" Frame Clearances Horiz. Clearance between members 2(CX007) and 7(CX006): 53'-3" Vert. Clearance at member 2(CX007): 14'-7 9/16" Vert. Clearance at member 7(CX006): 12'-9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) D BL A BL 60'-0" FRAME CROSS SECTION AT FRAME LINE(S) 4 1 7' - 6 " 5' - 0 " 2 3 EA P 1 EA P 1 ES B S B ES B S B (2 ) G F B 4 0 2 7 GF B 2 0 8 1 GF B 3 0 0 0 GF B 4 0 0 7 GF B 3 1 1 1 GF B 2 0 8 1 GF B 2 0 9 7 (2 ) G F B 3 0 2 1 4 9 @ 5'-0" 5 KMA1 (2)WBBC2 (2)KMA1 (4)WBBC2 1 GFB2066 (2)GFB3077 7' - 6 " 6 7 18 ' - 6 " 16 ' - 0 " 60'-0 5/8" 0.500:12 C X 0 0 7 C X 0 0 7 R B X 0 0 6 R B X 0 0 8 C X 0 0 6 A B A VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C FRAME CROSS SECTION AT FRAME LINE(S) 4 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 10 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 4 1/14/2021 16:02:39 NOTE: Installation of tension control bolts may not be possible in areas where ex- treme pitch,stiffener location,beam depth or other obstructions may occur. In these cases,substitution of nuts and bolts tightened with wrenches are required. 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX008 1 8.0000 .3750 .1644 1'-0"2'-6 3/8"17'-9 1/8"704# 2 8.0000 .3750 .1875 2'-6 3/8"2'-7" RBX006 3 5.0000 .3750 .1875 2'-9"1'-5"26'-8 5/8"750# 4 5.0000 .3125 .1644 1'-5"2'-8" RBX008 5 5.0000 .3125 .1644 2'-8"1'-4"30'-0 1/16"841# 6 5.0000 .3125 .1875 1'-4"2'-8" CX006 7 5.0000 .3750 .1644 1'-0"2'-9"12'-9"369# Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 10 F1852 3/4"2 1/4"1/2"3 2 Yes Yes 0097389 B 12 F1852 3/4"2"3/8"2 4 Yes Yes 0097388 1 8 1/2" Dimension Key 2 2'-9" 3 3'-3" 4 2 @ 4'-3" 5 2 @ 3'-3 5/16" 6 4'-6" 7 4'-0" Horiz. Clearance between members 1(CX008) and 7(CX006): 53'-3 5/8" Frame Clearances Horiz. Clearance between members 2(CX008) and 7(CX006): 53'-3" Vert. Clearance at member 2(CX008): 14'-7 9/16" Vert. Clearance at member 7(CX006): 12'-9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) D BL A BL 60'-0" FRAME CROSS SECTION AT FRAME LINE(S) 8 1 7' - 6 " 5' - 0 " 2 3 EA P 1 EA P 1 ES B S B ES B S B (2 ) G F B 4 0 2 7 GF B 2 0 8 1 GF B 3 0 0 0 GF B 4 0 0 7 GF B 3 1 1 1 GF B 2 0 8 1 GF B 2 0 9 7 (2 ) G F B 3 0 2 1 4 9 @ 5'-0" 5 KMA1 (2)WBBC2 (2)KMA1 (4)WBBC2 1 GFB2066 (2)GFB3077 7' - 6 " 6 7 18 ' - 6 " 16 ' - 0 " 60'-0 5/8" 0.500:12 C X 0 0 8 C X 0 0 8 R B X 0 0 6 R B X 0 0 8 C X 0 0 6 A B A VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C FRAME CROSS SECTION AT FRAME LINE(S) 8 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 11 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 8 1/14/2021 16:02:45 NOTE: Installation of tension control bolts may not be possible in areas where ex- treme pitch,stiffener location,beam depth or other obstructions may occur. In these cases,substitution of nuts and bolts tightened with wrenches are required. 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CX009 1 5.0000 .1875 .1345 1'-0"1'-0"16'-9 1/8"228# RBX009 2-5 5.0000 .1875 .1345 11"11"25'-3 1/2"299# RBX010 6 5.0000 .1875 .1345 11"11"15'-5 7/16"183# RBX011 7-9 5.0000 .1875 .1345 11"11"17'-6 3/4"207# CX010 10 5.0000 .1875 .1345 1'-0"1'-0"13'-5 5/16"183# EPX003 11 5.0000 .1345 .1345 10"10"14'-11 9/16"153#BR25CA EPX004 12 5.0000 .1345 .1345 10"10"13'-11 1/16"144#BR25CA Id Bolt Connection & Plate Schedule Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 4 A325 1/2"1 1/2"3/8"1 1 49080 B 4 F1852 3/4"1 3/4"1/4"1 1 Yes Yes 0097387 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 1 8 1/2" Dimension Key 2 4'-0" 3 3'-6" 4 2'-9" 5 3'-3" 6 2 @ 4'-3" 7 2 @ 3'-3 5/16" 8 4'-6" Horiz. Clearance between members 1(CX009) and 10(CX010): 56'-7" Frame Clearances Vert. Clearance at member 1(CX009): 16'-9 1/8" Vert. Clearance at member 10(CX010): 14'-5 5/16" Vert. Clearance at member 11(EPX003): 15'-11 1/2" Vert. Clearance at member 12(EPX004): 14'-10 15/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 22'-0"25'-0"13'-0" D BL A BL CL C CL B 60'-0" FRAME CROSS SECTION AT FRAME LINE(S) 9 KMA1 (2)WBBC2 KMA1 (2)WBBC2 1 GFB2006 GFB2006 GFB2006 2 3 5' - 0 " 4 5 EA P 2 GF B 2 0 4 3 GF B 2 0 4 3 < S > GF B 2 0 4 3 < S > GF B 2 0 4 3 GF B 2 0 4 3 < S > GF B 2 0 4 3 < S > GF B 2 0 4 3 6 9 @ 5'-0" 7 KMA1 (2)WBBC2 1 GFB2006 2 3 8 2 18 ' - 6 " 16 ' - 0 " 60'-0 5/8" 0.500:12 CX 0 0 9 RBX009 RBX010 RBX011 CX 0 1 0 EP X 0 0 3 EP X 0 0 4 A B B A A A 101'-0"101'-0"101'-0"101'-0" KMA1 (2)WBBC2 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C FRAME CROSS SECTION AT FRAME LINE(S) 9 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 12 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 9 1/14/2021 16:02:47 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX011 1 6.0000 .2500 .1345 1'-4"1'-4"17'-4 15/16"340# RBX012 2-3 6.0000 .2500 .1345 1'-4"1'-4"20'-11 1/2"399# CX011 4 6.0000 .2500 .1345 1'-4"1'-4"17'-4 15/16"340# 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 B 2 F1852 3/4"2"3/8"1 -Yes Yes 0097388 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX011) and 4(CX011): 21'-0" Frame Clearances Vert. Clearance at member 1(CX011): 15'-9 13/16" Vert. Clearance at member 4(CX011): 15'-9 13/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 25'-0" 1123'-8" 3 4 PORTAL FRAME ELEVATION ALONG D 1 HFB3060 1 HFB3060 CX 0 1 1 RBX012 CX 0 1 1 A A 17 ' - 4 1 5 / 1 6 " 2 B B VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C PORTAL FRAME ELEVATION ALONG D TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 13 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 3 1/14/2021 16:02:48 01/15/2021 Part Frame Member Schedule Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX011 1 6.0000 .2500 .1345 1'-4"1'-4"17'-4 15/16"340# RBX012 2-3 6.0000 .2500 .1345 1'-4"1'-4"20'-11 1/2"399# CX011 4 6.0000 .2500 .1345 1'-4"1'-4"17'-4 15/16"340# 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 B 2 F1852 3/4"2"3/8"1 -Yes Yes 0097388 1 8" Dimension Key 2 1'-0 1/2" Horiz. Clearance between members 1(CX011) and 4(CX011): 21'-0" Frame Clearances Vert. Clearance at member 1(CX011): 15'-9 13/16" Vert. Clearance at member 4(CX011): 15'-9 13/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 25'-0" 1123'-8" 7 8 PORTAL FRAME ELEVATION ALONG D 1 HFB3060 1 HFB3060 CX 0 1 1 RBX012 CX 0 1 1 A A 17 ' - 4 1 5 / 1 6 " 2 B B VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C PORTAL FRAME ELEVATION ALONG D TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 14 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Shape Name = Shop Wall 4, Frame 7 1/14/2021 16:02:50 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C PRIMARY BRACING SED'S TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 15 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. 1/14/2021 SEDSheet 16:02:50 01/15/2021 1 RCHB15 Part Mark Key 1 6" Dimension Key Mark Secondary Part Schedule Part Thick.Depth Lap Detail E1 00108HS2411414B00 0.0790 8 1/2"RS12PF,RS12PE,RS14PC E2 00108ES2411417B00 0.0600 8 1/2"RS12PH,RS12PA E3 08H2411414DDB00 0.0790 8 1/2"RS12PE E4 08E2411417DDB00 0.0600 8 1/2"RS12PA,RS12PE E5 08E2411414DDB00 0.0790 8 1/2"RS12PE E6 00208ES2411417B00 0.0600 8 1/2"RS12PH,RS12PA P1 08Z2811413B5B0 0.0880 8 1/2"3'-10 1/2"RS02T1,RS01T1 P2 08Z301141444B0 0.0790 8 1/2"2'-10 1/2"RS01T1 Id Secondary Bracing Schedule Qty Mark No Spacing 1 39 PBA0406(Typ.)4'-3" 2 39 PBA0307 3'-3 5/16" See SED: BR09K5, BR09RY, BR09RZ, BR09K2, BR09W2 60 ' - 0 " 200'-0" 1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1 1R1B1 E1 P1(Typ.) E2 1R1B2 E3 P2(Typ.) E4 1R1B3 E3 P2(Typ.) E5 1R1B4 E3 P2(Typ.) E4 1R1B5 E3 P2(Typ.) E4 1R1B6 E3 P2(Typ.) E4 1R1B7 E3 P2(Typ.) E5 1R1B8 E1 P1(Typ.) E6 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 ROOF SECONDARY PLAN A BL B C D BL 1 BL 2 3 4 5 6 7 8 9 BL HIGH SIDE LOW SIDE VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C ROOF SECONDARY PLAN TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 16 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. Shape Name = Shop 1/14/2021 18:12:57 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C ROOF SECONDARY SED'S TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 17 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 1/14/2021 SEDSheet 18:12:57 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C ROOF SECONDARY SED'S TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 18 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 1/14/2021 SEDSheet 18:12:58 01/15/2021 1 PG1 Part Mark Key 2 JTG1 3 GFA206 1 4'-0" Dimension Key 2 3'-6" Mark Secondary Part Schedule Part Thick.Depth Detail G1 00108ZS031101700 0.0600 8 1/2"WSR001,BR10F5,WS20F2 G2 00208ZS110101710 0.0600 8 1/2"WSR001,BR10F5,WSV500 G3 00308ZS110101710 0.0600 8 1/2"WSR0010,WSV500 G4 08Z2409411EE10 0.1130 8 1/2"WSV500 G5 08Z2409413EE10 0.0880 8 1/2"WSV500 G6 00408ZS200101610 0.0680 8 1/2"WSR001,BR10F5,WSV500 G7 00508ZS200101410 0.0790 8 1/2"WSR001,WSV500 J1 00108JS0602217 0.0600 8 1/2"BR10F5,WS20B2,WS20B8 J2 00208JS0602217 0.0600 8 1/2"BR10F5,WS20B2,WS20B8 Part Bracing Part Schedule Qty Length Detail 03RS2904 1 29'-4"BR01G2,BRR052 03RS2810 1 28'-10"BR01G2,BRR052 NBVP - Masonry 60'-0" 16 ' - 0 " 18 ' - 6 " 13'-0"25'-0"22'-0" A BL D BL CL C CL B 1 1 J2 6'-0" 1 1 J1 6'-0" 2 1W1B0 G1 G2 G3 1W1B1 G4 G5 2 1W1B2 G1 G6 G7 1 2 5' - 0 " 2 3 3 3 3 3 3 0 3 R S 2 9 0 4 03RS2810 SECONDARY ELEVATION AT 1 4 4 4 4 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C SECONDARY ELEVATION AT 1 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 19 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. Shape Name = Shop, Wall = 1 1/14/2021 18:13:01 01/15/2021 1 PG1 Part Mark Key 2 JTG1 1 6" Dimension Key 2 4'-0" 3 3'-6" 4 4'-6" Mark Secondary Part Schedule Part Thick.Depth Lap Detail G8 00608ZS050841700 0.0600 8 1/2"WSR001,BR10F5,WS20F2 G9 00708ZS251141600 0.0680 8 1/2"10 1/2"WSR001,BR10F5,WS01G3 G10 08Z2511417B100 0.0600 8 1/2"10 1/2"WSR010,WS01G3 G11 08Z26114171100 0.0600 8 1/2"10 1/2"WS01G3 G12 00808ZS251141600 0.0680 8 1/2"10 1/2"WSR001,BR10F5,WS01G3 J3 00308JS0602217 0.0600 8 1/2"BR10F5,WS20B2,WS20B8 J4 00408JS0602217 0.0600 8 1/2"BR10F5,WS20B2,WS20B8 Part Bracing Part Schedule Qty Length Detail 06RT2803 4 28'-3"BR01G2,BR15L2 NBVP - Masonry 200'-0" 16 ' - 0 " 1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1 9 BL 1 BL CLCL 2 CL 3 CL 4 CL 5 CL 6 CL 7 CL 8 CL 1 1 J4 6'-0" 1 1 J3 6'-0" 2 1W2B1 G8 G9 G10 1W2B2 G11(Typ.) 1W2B3 G11(Typ.) 1W2B4 G11(Typ.) 1W2B5 G11(Typ.) 1W2B6 G11(Typ.) 1W2B7 G11(Typ.) 2 1W2B8 G8 G12 G10 2 3 4 2 0 6 R T 2 8 0 3 06RT2803 0 6 R T 2 8 0 3 06RT2803 SECONDARY ELEVATION AT A VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C SECONDARY ELEVATION AT A TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 20 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. Shape Name = Shop, Wall = 2 1/14/2021 18:13:02 01/15/2021 1 PG1 Part Mark Key 2 JTG1 3 GFA206 4 GFA106 1 4'-0" Dimension Key 2 3'-6" Mark Secondary Part Schedule Part Thick.Depth Detail G1 00108ZS031101700 0.0600 8 1/2"WSR001,BR10F5,WS20F2 G2 00208ZS110101710 0.0600 8 1/2"WSR001,BR10F5,WSV500 G3 00308ZS110101710 0.0600 8 1/2"WSR0010,WSV500 G4 08Z2409411EE10 0.1130 8 1/2"WSV500 G5 08Z2409413EE10 0.0880 8 1/2"WSV500 G6 00408ZS200101610 0.0680 8 1/2"WSR001,BR10F5,WSV500 G7 00508ZS200101410 0.0790 8 1/2"WSR001,WSV500 J5 00508JS0602217 0.0600 8 1/2"BR10F5,WS20B2,WS20B8 J6 00608JS0602217 0.0600 8 1/2"BR10F5,WS20B2,WS20B8 Part Bracing Part Schedule Qty Length Detail 03RS2810 1 28'-10"BR01G2,BRR052 03RS2904 1 29'-4"BR01G2,BRR052 NBVP - Masonry 60'-0" 18 ' - 6 " 16 ' - 0 " 22'-0"25'-0"13'-0" D BL A BL CL C CL B 1 1 J6 6'-0" 1 1 J5 6'-0" 2 1W3B0 G1 G6 G7 1W3B1 G4 G5 2 1W3B2 G1 G2 G3 1 2 5' - 0 " 6' - 0 " 3 3 3 3 3 3 0 3 R S 2 8 1 0 03RS2904 SECONDARY ELEVATION AT 9 4 4 4 4 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C SECONDARY ELEVATION AT 9 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 21 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. Shape Name = Shop, Wall = 3 1/14/2021 18:13:03 01/15/2021 1 PG1 Part Mark Key 2 JTG1 3 GC5 4 TSC1 5 G19(Flip) 1 6" Dimension Key 2 4'-0" 3 3'-6" 4 2'-9" 5 3'-3" 6 2'-0" Mark Secondary Part Schedule Part Thick.Depth Detail G8 00608ZS050841700 0.0600 8 1/2"WSR001,BR10F5,WS20F2 G13 00908ZS300241400 0.0790 8 1/2"WSR001,WS20F2,WS21D5 G14(Flip)00108CS300241100 0.1130 8 1/2"WSR001,WS20F2,WS21D5 G15 00108BB241141600 0.0680 8 1/2"WS01GA G16 01008ZS350541600 0.0680 8 1/2"WS20F2,WS21D5 G17(Flip)00208CS350541100 0.1130 8 1/2"WS20F2,WS21D5 G18 08Z0502417BG00 0.0600 8 1/2"WSR001,WS20F2 G19(Flip)08C0502417BG00 0.0600 8 1/2"WSR001,WS20F2 G20 08Z2411411BD00 0.1130 8 1/2"WS12H6,WS01G2 H1 00808JS0500017 0.0600 8 1/2"WS20F9 H2 01008JS1400017 0.0600 8 1/2"WS20F9 J7 00708JS0602217 0.0600 8 1/2"BR10F5,WS20B2,WS20B8 J8 00908JS0503017 0.0600 8 1/2"WS20F9,WS20B6,WS20B1 J9 01108JS1311217 0.0600 8 1/2"WS20F9,WS20F2,WS20B2,WS20B8 J10 01208JS1311217 0.0600 8 1/2"WS20F9,WS20F2,WS20B2,WS20B8 Id Framed Opening Locations Width Height Sill Ht.Frame To Dimen.Description FO1 5'-0"2'-0"12'-6"1 Jamb-L 9'-6"5020 FO1 5'-0"2'-0"12'-6"3 Jamb-L 10'-0"5020 FO1 5'-0"2'-0"12'-6"5 Jamb-L 10'-0"5020 FO1 5'-0"2'-0"12'-6"7 Jamb-L 10'-0"5020 NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry 200'-0" 18 ' - 6 " 1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1 1 BL 9 BL CL CL 2 CL 3 CL 4 CL 5 CL 6 CL 7 CL 8 CL 1 1 J7 6'-0" 2 2 2 1 1 H1 3 4 J8 3 4 J8 1W4B1 G8 G13 G14(Flip) 1 1 H2 1 1 J9 1 1 J9 1W4B2 G15 2 2 2 2 1 1 H1 3 4 J8 3 4 J8 1W4B3 G16 G17(Flip) 1 1 H2 1 1 J9 1 1 J9 1W4B4 G15 2 2 2 2 1 1 H1 3 4 J8 3 4 J8 1W4B5 G16 G17(Flip) 1 1 H2 1 1 J9 1 1 J9 1W4B6 G15 2 2 2 2 1 1 H1 3 4 J8 3 4 J8 1W4B7 G16 G17(Flip) 2 2 2 1 1 J9 1 1 J1 0 1W4B8 G18 G18 5 G201 1 H2 1W4B8 2 3 5' - 0 " 4 5 5'-6"14'-0"5'-6"5'-6"14'-0"5'-6"5'-6"14'-0"5'-6"5'-6"14'-0"5'-6" 10'-0"5'-0"10'-0" 10'-0"5'-0"10'-0"10'-0"5'-0"10'-0"10'-0"5'-0"10'-0" 6 14 ' - 0 " 6 14 ' - 0 " 6 14 ' - 0 " 6 14 ' - 0 " FO1 FO1 FO1 FO1 SECONDARY ELEVATION AT D VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C SECONDARY ELEVATION AT D TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 22 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. Shape Name = Shop, Wall = 4 1/14/2021 18:13:04 NOTE: EACH JAMB OF THE 14' X 14' OHD DOOR WAS DESIGNED TO SUPPORT 690 LBS OF DOOR WEIGHT. 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C WALL SECONDARY SED'S TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 23 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 1/14/2021 SEDSheet 18:13:04 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C WALL SECONDARY SED'S TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 24 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. 1/14/2021 SEDSheet 18:13:05 01/15/2021 Id Covering Mark Schedule Qty Start Panel Last Panel Direction #4 67 R37055261GTD R37055261GTD Left to Right #5 67 R23056261GTD R23056261GTD Left to Right Id Covering Schedule Qty Length Type Gage OP Fin.Color Direction #4 67 37'-5 5/8"PR 26 1 G TD Left to Right #5 67 23'-5 3/4"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 (4)RKF16 Cool Zinc Gray RC30B1,RS10R1 T2 EA2L,FPRF1 Cool Zinc Gray RC38N2 T3 EA2R,FPRF1 Cool Zinc Gray RC38N2 T4 (10)PKF20A Cool Zinc Gray EN52A1,ENV003,RC00A1,RC03B1,RC35B1,WC13F1 T5 MCC1 Cool Zinc Gray RC38AJ Part Fastener Schedule Description 0097584UNPNTD (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL 0097581UNPNTD (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer PANEL TO PANEL 60 ' - 0 " 200'-0" (67)#4 (67)#5 T1 T1 T2 T3 T4T5 T5 ROOF COVERING PLAN A BL D BL 1 BL 9 BL HIGH SIDE LOW SIDE VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C ROOF COVERING PLAN TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 25 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop 1/14/2021 18:43:22 NOTE: Material provided for (8) NBVP 3070 walk doors: 8 - HTS05 Header Trim Cool Zinc Gray 16 - JT07 Jamb Trim Cool Zinc Gray 200 - 0097584-116 Structural Fasteners Cool Zinc Gray 20 - 0097581-116 Stitch Fasteners Cool Zinc Gray 16 - 80130 Panel Closures 01/15/2021 Id Covering Mark Schedule Qty Start Panel Last Panel Increment Direction Start Dim. #2 20 W1411026FKGG W1703426FKGG 1 1/2"Left to Right 0'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Increment Direction #2 20 PR 14'-11"26 F K GG 1 1/2"Left to Right Oper. Code:F=CR,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (4)BG2415 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T2 CT16 Cool Zinc Gray WC20A1 T3 CT20 Cool Zinc Gray WC20A1 Part Fastener Schedule Color Description 0097597-112 Cool Granite Gray(T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT GIRTS 0097585-112 Cool Granite Gray(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT BASE AND EAVE 0097581-112 Cool Granite Gray(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer PANEL TO PANEL NBVP - Masonry 60'-0" 16 ' - 0 " 18 ' - 6 " A BL D BL 14 ' - 1 1 " 15 ' - 0 1 / 2 " 15 ' - 2 " 15 ' - 3 1 / 2 " 15 ' - 5 " 15 ' - 6 1 / 2 " 15 ' - 8 " 15 ' - 9 1 / 2 " 15 ' - 1 1 " 16 ' - 0 1 / 2 " 16 ' - 2 " 16 ' - 3 1 / 2 " 16 ' - 5 " 16 ' - 6 1 / 2 " 16 ' - 8 " 16 ' - 9 1 / 2 " 16 ' - 1 1 " 17 ' - 0 1 / 2 " 17 ' - 2 " 17 ' - 3 1 / 2 " (20)#2 1' - 0 " T1 T2 T3 COVERING ELEVATION AT 1 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C COVERING ELEVATION AT 1 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 26 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 1 1/14/2021 18:43:25 01/15/2021 Id Covering Mark Schedule Qty Start Panel Direction Start Dim. #3 67 W1503726GKGG Left to Right 0'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #3 67 PR 15'-3 7/8"26 G K GG Left to Right Oper. Code:G=CR,NT Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (13.3)BG2415 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 Part Fastener Schedule Color Description 0097597-112 Cool Granite Gray(T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT GIRTS 0097585-112 Cool Granite Gray(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT BASE AND EAVE 0097581-112 Cool Granite Gray(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer PANEL TO PANEL NBVP - Masonry 200'-0" 16 ' - 0 " 9 BL 1 BL (67)#3 1' - 0 " T1 COVERING ELEVATION AT A VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C COVERING ELEVATION AT A TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 27 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 2 1/14/2021 18:43:26 01/15/2021 Id Covering Mark Schedule Qty Start Panel Last Panel Increment Direction Start Dim. #1 20 W1703426FKGG W1411026FKGG -1 1/2"Left to Right 0'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Increment Direction #1 20 PR 17'-3 1/2"26 F K GG -1 1/2"Left to Right Oper. Code:F=CR,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (4)BG2415 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T2 CT16 Cool Zinc Gray WC20A1 T3 CT20 Cool Zinc Gray WC20A1 Part Fastener Schedule Color Description 0097597-112 Cool Granite Gray(T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT GIRTS 0097585-112 Cool Granite Gray(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT BASE AND EAVE 0097581-112 Cool Granite Gray(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer PANEL TO PANEL NBVP - Masonry 60'-0" 18 ' - 6 " 16 ' - 0 " D BL A BL 17 ' - 3 1 / 2 " 17 ' - 2 " 17 ' - 0 1 / 2 " 16 ' - 1 1 " 16 ' - 9 1 / 2 " 16 ' - 8 " 16 ' - 6 1 / 2 " 16 ' - 5 " 16 ' - 3 1 / 2 " 16 ' - 2 " 16 ' - 0 1 / 2 " 15 ' - 1 1 " 15 ' - 9 1 / 2 " 15 ' - 8 " 15 ' - 6 1 / 2 " 15 ' - 5 " 15 ' - 3 1 / 2 " 15 ' - 2 " 15 ' - 0 1 / 2 " 14 ' - 1 1 " (20)#1 1' - 0 " T1 T2 T3 COVERING ELEVATION AT 9 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C COVERING ELEVATION AT 9 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 28 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 3 1/14/2021 18:43:27 01/15/2021 Id Covering Mark Schedule Qty Start Panel Direction Start Dim. #6 53 W1708026FKGG Left to Right 0'-0",42'-0",93'-0",144'-0",192'-0" #7 14 W04054261KGG Left to Right 33'-0",81'-0",132'-0",183'-0" Id Covering Schedule Qty Type Start Length Gage OP Fin.Color Direction #6 53 PR 17'-8"26 F K GG Left to Right #7 14 PR 4'-5 1/2"26 1 K GG Left to Right Oper. Code:F=CR,SQ Oper. Code:1=SQ,SQ Finish:K=KXL (Kynar) Color:GG=Cool Granite Gray Id Trim Schedule Parts Color Details T1 (2.0)BG2415 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T2 (2.4)BG2415 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T3 (0.4)BG2415 Galvanized EN52A1,ENV003,RC00A1,WC01D9,WC04G1, WS27B2,WS27D2 T4 DFT05,JT05 Cool Zinc Gray WC24A1 T5 DFT05,HTS05 Cool Zinc Gray WC24A2 T6 TDFH05 Cool Zinc Gray WC24A4 T7 DFT14,JT14 Cool Zinc Gray WC24A1 T8 DFT14,HTS14 Cool Zinc Gray WC24A2 Part Fastener Schedule Color Description 0097597-112 Cool Granite Gray(T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT GIRTS 0097585-112 Cool Granite Gray(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer PANEL TO STRUCTURAL AT BASE AND EAVE 0097581-112 Cool Granite Gray(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer PANEL TO PANEL NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry NBVP - Masonry 200'-0" 18 ' - 6 " 1 BL 9 BL (11)#6 (3)#7 (13)#6 (4)#7 (13)#6 (4)#7 (13)#6 (3)#7 (3)#6 1' - 0 " T1 T2 T2 T2 T3 T4 T4 T4 T4 T4 T4 T4 T4 T5 T5 T5 T5 T6 T6 T6 T6 T7 T7 T7 T7 T7 T7 T7 T7 T8 T8 T8 T8 30'-6"14'-0"36'-0"14'-0"36'-0"14'-0"36'-0"14'-0"5'-6" COVERING ELEVATION AT D VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C COVERING ELEVATION AT D TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 29 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. Shape Name = Shop, Wall = 4 1/14/2021 18:43:28 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C COVERING & TRIM SED'S TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 30 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1/14/2021 SEDSheet 18:43:33 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C COVERING & TRIM SED'S TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 31 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1/14/2021 SEDSheet 18:43:34 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C B-081465 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 32 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1/14/2021 SEDSheet 18:56:49 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C B-081765 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 33 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1/14/2021 SEDSheet 18:57:22 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C S-081766 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 34 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1/14/2021 SEDSheet 18:57:56 01/15/2021 VPC VERSION: FILENAME: JOB # DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. C S-081767 TITAN STEEL LLC Tom Luthy Rexburg, Idaho Luthy 60x200 20-026083-01 01/14/2021 ADCR 35 Tom Luthy 60x20 2020.4bNTS FOR CONSTRUCTION 1/14/2021 SEDSheet 18:59:02 01/15/2021