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Home My WebLink AboutREVISED PLANS - 23-00309 - Cedar Point Trucking - Bldg 2 - Shell OnlyJOBNO LOCATION CUSTOMER BUILDER PROJECT BUILDERS PO# VP BUILDINGS VARCO PRUDEN DATE DRAWN / CHECK PAGE VPC VERSION: FILENAME VP Buildings 3200 Players Club Circle Memphis TN 38125 Codes and Loads Standard Erection Details Special Drawings Covering Secondary Structural Primary Structural Anchor Rod Plan Cover Sheet PAGESDRAWING TITLE DRAWING INDEX DESCRIPTIONDATETYPE DRAWING RELEASE HISTORY DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS "SNUG-TIGHT" EXCEPT AS FOLLOWS; IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. REVERSALS ON CONNECTIONS. PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES CLADDING A653, A792 A36, A529, A572, A588, A992 A572, A510 A653, A1011 A529, A572, A1011, A1018 GRADE 55 GRADE 60 GRADE 50 GRADE 36 OR 50 GRADE 50 OR GRADE 80 ASTM DESIGNATION GENERAL NOTES MATERIALS HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS HOLLOW STRUCTURAL SECTION (HSS)A500 GRADE BR a division of BlueScope Buildings North America, Inc. VP BUILDINGS VARCO PRUDEN a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Planograph Details Notes D INSPECTION AND TESTING 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 Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 1 CP Storage 11.1.22 2023.1 KPT 11:54:512/13/2023 Anchor Rod Drawings Rev 0 2/14/23 FOR CONSTRUCTION1 2 3 4-5 Permit Drawings Rev 0 2/14/23 PERMIT SET - For Building Dept. Approval 6-19 20-34 35-46 Snow Buildup Shape Surface Description X Location Y Location Magnitude CP Roof: A Snow Drift (from Wall 3, Shape CP) : Roof: A 55.0 ft 0.0 ft 0.0 psf 55.0 ft 90.1 ft 46.9 psf 45.8 ft 90.1 ft 0.0 psf 55.0 ft 0.0 ft 0.0 psf CP Roof: C Snow Drift (from Wall 3, Shape CP) : Roof: C 0.0 ft 0.0 ft 62.5 psf 0.0 ft 45.6 ft 62.5 psf 12.2 ft 45.6 ft 0.0 psf 12.2 ft 0.0 ft 0.0 psf CP Wall 2 - Canopy 1 Snow Drift (from Wall 2, Shape CP) : Wall: 2, Canopy: 1 0.0 ft 0.0 ft 36.9 psf 2.0 ft 0.0 ft 36.9 psf 2.0 ft 3.0 ft 0.0 psf 0.0 ft 3.0 ft 0.0 psf CP Wall 8 - Canopy 1 Snow Drift (from Wall 3, Shape CP) : Wall: 8, Canopy: 1 0.0 ft 3.0 ft 36.9 psf 0.0 ft 0.0 ft 36.9 psf 7.2 ft 0.0 ft 0.0 psf 7.2 ft 3.0 ft 0.0 psf 1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow. 2. The X and Y Location dimensions are from the point of origin of each surface. Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Rexburg County: Madison State: Idaho Country: United States Building Code Building Code: 2018 International Building Code Structural: 16AISC - ASD Rainfall: I: 13.00 inches per hour Building Risk/Occupancy Category: II (Standard Occupancy Structure)Cold Form: 16AISI - ASD f'c: 3000.00 psi Concrete Dead and Collateral Loads Collateral Gravity:3.00 psf Collateral Uplift: 0.00 psf Wind Load Wind Speed: Vult: 115.00 (Vasd: 89.08) mph The 'Envelope Procedure' is Used Primaries Wind Exposure: C - Kz: 0.963 Parts Wind Exposure Factor: 0.963 Wind Enclosure: Enclosed Topographic Factor: Kzt: 1.0000 Ground Elevation Factor: Ke: 1.0000 NOT Windborne Debris Region Base Elevation: 0/0/0 Site Elevation: 0.0 ft Primary Zone Strip Width: 2a: 18/0/0 Parts / Portions Zone Strip Width: Walls, a: 9/0/0 Roof(s), 0.6h: 16/4/3 Velocity Pressure: qz: 27.70, (C&C) 27.70 psf Material Dead Weight Roof Covering + Second. Dead Load: Varies Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: pg: 50.00 psf Flat Roof Snow: pf: 35.00 psf Design Snow (Sloped): ps: 35.00 psf Rain Surcharge: 0.00 Specified Minimum Roof Snow: 35.00 psf (USR) Exposure Factor: 2 Partially Exposed - Ce: 1.00 Snow Importance: Is: 1.000 Thermal Factor: Heated - Ct: 1.00 Ground / Roof Conversion: 0.70 Obstructed or Not Slippery Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 35.40 %g Mapped MCE Acceleration: S1: 13.80 %g Site Class: Stiff soil (D) - Default Seismic Importance: Ie: 1.000 Design Acceleration Parameter: Sds: 0.3580 Design Acceleration Parameter: Sd1: 0.2138 Seismic Design Category: D Seismic Snow Load: 7.00 psf % Snow Used in Seismic: 20.00 Diaphragm Condition: Rigid Fundamental Period Height Used: 29/1/8 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.4155 R-Factor: 3.50 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.1023 x W Longitudinal Direction Parameters Ordinary Steel Concentric Braced Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.2507 R-Factor: 3.25 Overstrength Factor: Omega: 3.00 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0.1101 x W JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\02 CODES AND LOADS.dwg 2/13/2023 12:06:36SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. CODES AND LOADS 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 2NTS PERMIT SET - For Building Dept. Approval CP Wall 8 - Canopy 1 CP Wall 6 - Canopy 1 CP Wall 2 - Canopy 1 CP Roof: C Y X CP Roof: A NOTE TO PANEL SUPPLIER: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to VP Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall Panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight, and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. springing back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then the building perimeter and at valley conditions to prevent ponding. However, it is imperative that installed Standing Seam panels be secured to the secondary The Standing Seam joint detail is designed with an interlocking feature for ease of installation. structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Buildings structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides. VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice (in Canada - CSA S16), which require L/500 tolerance of installed members. Occasional field work including shimming, cutting, coping, and drilling for final fit-up are considered part of erection. Specified field work and field welding conditions indicated on these drawings shall also be included in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing. See Erection Guide. EXISTING STRUCTURES BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspending them from secondary members. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system (Seismic Cat D, E or F), minimum Charpy V-Notch toughness shall meet AISC-341 criteria (20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. Sealant must be applied in temperatures and weather conditions consistent with labeling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Buildings engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents. VP Buildings accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces. Dade Co. Product Approval (www.miamidade.gov/buildingcode) Approved Products Listed Under Varco Pruden Buildings, Inc. Underwriter's Laboratory Approvals (Available only when specified in contract) SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super Block; Class 90-UL#TGKX-328; Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64; VP SLR II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B Factory Mutual Approved Assemblies (Available only when specified in contract) SSR Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-75, 1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-75, 1-90-, 1-120. ICC Evaluation Reports (www.icc-es.org) SSR Roof System - #ESR-2527 SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide. 24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120. State of Florida Product Approvals (www.floridabuilding.org) VP TextureClad - See Transamerican Structuroc, Inc. VP TextureClad - See Transamerican Structuroc, Inc. Approved Products Listed Under VP Buildings, Inc. (www.cwbgroup.org) Canadian CSA A660 Certifications Listed under BlueScope Buildings North America, Inc. IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) Fabricator Approvals Engineering Certifications of Authorization VP BUILDINGS ACCREDITATIONS AND APPROVALS City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429; City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289 Listed under BlueScope Buildings North America, Inc. Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc. IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) Design Approvals SIGNAGE The Builder is responsible for furnishing signs as required by Code and the Building Department, including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor loading signs shall clearly indicate maximum floor live load permitted. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result in failure. State of Utah, City of Richmond, CA. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or A/E firm. VP must be advised of any structure that is within 20 ft. of VP's building. Load effects from snow drifting, wind effects, and seismic separation must be considered for both the new and existing structures. VP has designed the new VP building for these effects. The owner/builder are responsible for employing a Professional Engineer to review and verify the existing structure for all load effects from the adjacent VP building. Shimming of steel buildings during erection may be required to accomodate allowable tolerances during fabrication and erection. Special care should be taken by the building erector to shim connections where key dimensions must be maintained for building performance as even small tolerances can have a significant impact on critical dimensions such as height, clearances and plumbness, especially as the size of the member or building increases. Conditions where shimming should be expected can include but are not limited to large door openings, critical clear height requirements, cranes, buildings greater than 45 feet in height, clear spans greater than 125 feet and adjacent frames with different characteristics (like clear span frames adjacent to an endwall or modular frame). Shims are normally provided by the erector, but may be ordered upon request by contacting your Project Manager. KS#E-29; KY#4490; LA#EF6722; MS#E-0592; MO#E-2010007736; NC#F-0998; ND#1579PE; USA--AL#CA-5589-E; AZ#22225-0; AR#576; FL#30427; GA#PEF007551; ID#C-2470; IL#184-002649; CAN--AB#P08900; NB#F0951; NL#D0044; NS#30123; NT#P062; ON#100148796; and YT#PP134 NJ#24GA28318800; NV#20437; OH#05898; OK#CA4170PE; RI#8838; SC#6206; SD#C-1787; TX#F4828; VA#0411001520; VA#0411001518; WA#4119; WV#C03059-00 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D ERECTION NOTES Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 3 CP Storage 11.1.22 2023.1NTS KPT PERMIT SET - For Building Dept. Approval 11:54:522/13/2023 1 2'-6" 2 2'-0" 3 1'-0" 4 6" Dimension Key 1 2'-6" 2 2'-0" 3 1'-0" 4 6" Dimension Key Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\04 ANCHOR ROD PLAN.dwg 2/13/2023 12:29:18SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ANCHOR ROD PLAN 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 4NTS <*> 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. PERMIT SET - For Building Dept. Approval BL 654 BL 32 BL 1 BLF E D C B BLA ANCHOR ROD PLAN D3 D8 D8 D7 D4 D7 D4 D6D6 D2 D2 D1 D1 D5 D4 D4 D3 D2 D2 D1 D1 <*> <*> <*> <*> <*> <*> 319'-0"20'-0"20'-0" 2 18 ' - 0 " J= 8 . 5 0 23 ' - 0 " 22 ' - 0 " 60'-0" 45 ' - 0 " 45 ' - 0 " 45 ' - 0 " 37'-0" J=8.5019'-6"16'-0" J=8.508'-0"6'-0" J=8.505'-0" 326'-6"26'-6"3 4 J= 8 . 5 0 20 ' - 0 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 2 18 ' - 0 " J= 8 . 5 0 1 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 55'-0" 90 ' - 0 " 䐹 VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D D1 (4)3/4" Dia. Plate W=9", L=1'-0" Dim: A=1'-0" Elev.=102'-0" 4" 2 1/2" CL 2 1/2" 5" BL Di m . A 10 2 m m 64mm64mm 12 7 m m LE N G T H WIDTH D2 (4)1" Dia. Plate W=8", L=1'-1" Dim: A=1'-0" Elev.=102'-0" 4" 2 1 / 2 " CL 2 1 / 2 " 5" BL Dim. A 102mm 127mm 64 m m 64 m m D3 (4)3/4" Dia. Plate W=8", L=1'-1" Dim: A=1'-0" Elev.=102'-0" 4" 2 1 / 2 " CL 2 1 / 2 " 5" BL Dim. A 102mm 127mm 64 m m 64 m m D4 (4)3/4" Dia. Plate W=8", L=1'-1" Dim: A=1'-0" Elev.=100'-0" 4" 2 1/2" CL 2 1/2" 5" BL Di m . A 10 2 m m 64mm64mm 12 7 m m LE N G T H WIDTH D5 (4)3/4" Dia. Plate W=10", L=11" Elev.=99'-6" 2 1/2" CL 2 1/2" 2 1/2" 2 1/2" LC Se e P l a n f o r D i m e n s i o n s 64mm 64mm (64mm) (64mm)LE N G T H WIDTH D6 (4)3/4" Dia. Plate W=8", L=1'-5" Dim: A=11 1/2" B=1'-1" Gage=5" Pitch=5" Edge Out=4" Elev.=102'-0" BL DI M . B DIM. APITCH LENGTH WI D T H EDGE GA G E CL D7 (4)1" Dia. Plate W=8", L=1'-1" Dim: A=1'-0" Elev.=100'-0" 4" 2 1/2" CL 2 1/2" 5" BL Di m . A 10 2 m m 64mm64mm 12 7 m m LE N G T H WIDTH D8 (4)3/4" Dia. Plate W=8", L=1'-0" Dim: A=1'-0" Elev.=102'-0" 4" 2 1/2" CL 2 1/2" 5" BL Di m . A 10 2 m m 64mm64mm 12 7 m m LE N G T H WIDTH BOTTOM OF COLUMN BASE PLATE ELEV. LE N G T H 4" (102mm) (B Y B U I L D E R ) SUGGESTED ANCHOR ROD PROJECTION PROJECTION NUT HARDENED WASHER THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. TOP OF FOUNDATION - CONSIDER ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT FRAMED OPENING DETAIL BOTTOM OF JAMB CLIP NOTE: 1" (25mm) PROJECTION ABOVE OPENING WIDTH1 1/4"1 1/4" EQ . 3" EQ . LB CONCRETE ANCHORS 1/2" (13mm) DIAMETER 32mm 32mm 76 m m (BY OTHERS) 7 EQ = 2" 51mm, 8.5 EQ = 2 3/4" 70mm 10 EQ = 3 1/2" 89mm, 11.5 EQ = 4 1/4" 108mm JAMB 'EQ.' VALUES: JAMB J = S E E P L A N SEE PLAN FOR JAMB SIZES : J = SIZE FRAMED OPENING AT MASONRY Opening Width + 'X' Opening Width + 'X' Opening Width + 4 1/2" Framed Opening Walk Door w/ Sub Frame Walk Door w/o Sub Frame 'X'=4 3/4" w/ 7" JAMBS 'X'=5 1/4" w/ 8 1/2" JAMBS 'X'=5 3/4" w/ 10" JAMBS 'X'=7 1/4" w/ 11 1/2" JAMBS 'X'=8 3/4" w/ 7" JAMBS 'X'=9 1/4" w/ 8 1/2" JAMBS 'X'=9 3/4" w/ 10" JAMBS 'X'=11 1/4" w/ 11 1/2" JAMBS Opening Width + 'X' Framed Opening at Double Jambs 'X'=10 1/2" w/ 8 1/2" JAMBS 'X'=11 1/2" w/ 10" JAMBS TYPICAL COLUMN BASE PLATE DETAIL B VARIES STD = 1/2" (13mm) BASE PLATE COLUMN BOTTOM OF L FLUSH = 0" (0mm) 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE REACTIONS REPORT. 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST-IN-PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS b. CENTERS OF ADJACENT AR GROUPS; +-1/4" c. TOPS OF AR'S; +-1/2" d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO EXCEED 1" TOTAL. e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/4" GROUP; +-1/8" ANCHOR ROD PLAN - DETAILS Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 5 CP Storage 11.1.22 2023.1NTS KPT PERMIT SET - For Building Dept. Approval 11:54:542/13/2023 䐹 Bracing Member Schedule I d Part Description Length Vert. Clear SBX003 3P 8" x 1/4" flg - 0.1345" x 12" web 26'-4 13/16" SBX004 3P 6" x 5/16" flg - 1/4" x 12" web 19'-10 7/8" Rod, Strut, and Misc. Connection Bolts I d Qty Grade Bolt Diam.Bolt Length PartNo 1 2 A325 3/4"2 1/2"0097284 2 6 A325 3/4"2 1/2"0097284 3 6 A325 1"3 1/2"0097288 1 1'-0" Dimension Key Bracing Part Schedule Part Qty Length Detail 3BSA2504614 1 25'-10 3/4"BR15L1 04RS3205 1 32'-5"BR01G2 04RS3207 1 32'-7"BR01G2 03RS3605 4 36'-5"BR01G2 04RS3304 4 33'-4"BR01G2 06RS3600 2 36'-0"BR01G2 04RS3211 2 32'-11"BR01G2 06RS3505 1 35'-5"BR01G2 06RS3508 1 35'-8"BR01G2 3BSA1810714 1 19'-4 7/8"BR15L1 04RS2709 2 27'-9"BR01G2 04RS3102 2 31'-2"BR01G2 Shape Name = CP JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\06 PRIMARY AND ROOF BRACING PLAN.dwg 2/13/2023 13:47:07SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. PRIMARY AND ROOF BRACING PLAN 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 6NTS 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. PERMIT SET - For Building Dept. Approval PRIMARY AND ROOF BRACING PLAN BL 654 BL 32 BL 1 BLF E D C B BLA EP X 0 0 7 CX012 RB X 0 1 9 RB X 0 1 8 CX011CB X 0 0 3 CB X 0 0 2 CX010 RB X 0 1 7 RB X 0 1 6 CX009CB X 0 0 3 CB X 0 0 2 CX008 RB X 0 1 5 RB X 0 1 4 CX007CB X 0 0 3 CB X 0 0 2 RB X 0 1 3 RB X 0 1 2 CX014RBX020CX013 EPX006 EP X 0 0 5 EP X 0 0 4 CX006 RB X 0 1 1 RB X 0 1 0 RB X 0 0 9 RB X 0 0 8 CX005 CB X 0 0 1 ICX001 CX004 RB X 0 0 7 RB X 0 0 6 RB X 0 0 5 CX003 EP X 0 0 3 EP X 0 0 2 EP X 0 0 1 CX002 RB X 0 0 4 RB X 0 0 3 RB X 0 0 2 RB X 0 0 1 CX001 FCX003 FCX002 FCX001 119'-0"20'-0"20'-0" 23 ' - 0 " 22 ' - 0 " 60'-0" 45 ' - 0 " 126'-6"26'-6"1 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 55'-0" 90 ' - 0 " SBX004 0 4 R S 3 1 0 2 04R S 3 1 0 2 0 4 R S 2 7 0 9 04R S 2 7 0 9 3BSA1810714 SBX003 0 6 R S 3 5 0 8 06R S 3 5 0 5 0 4 R S 3 3 0 4 04R S 3 3 0 4 0 3 R S 3 6 0 5 03R S 3 6 0 5 0 4 R S 3 2 1 1 04R S 3 2 1 1 0 6 R S 3 6 0 0 06R S 3 6 0 0 0 4 R S 3 3 0 4 04R S 3 3 0 4 0 3 R S 3 6 0 5 03R S 3 6 0 5 0 4 R S 3 2 0 7 04R S 3 2 0 5 3BSA2504614 33 11 22 11 2 2 卂堰〲卂堰〲†††″倠㘢 Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX001 30001 5.0000 .2500 .1345 8 1/2"8 1/2"7'-5 3/8"92# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 Bolt Connection & Plate Schedule 1 1'-8 5/8" 2 2 5/8" Dimension Key Shape Name = CP Wall 3, Frame 1 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\07 ENDPOST CROSS SECTION AT [E-3].dwg 2/13/2023 13:48:11SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ENDPOST CROSS SECTION AT [E-3] 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 7NTS 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. A FC X 0 0 1 PG1 ENDPOST CROSS SECTION AT [E-3] 32 ' - 0 " T . O . P . 2 1 PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX002 30001 5.0000 .2500 .1345 8 1/2"8 1/2"8'-4 5/8"103# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 Bolt Connection & Plate Schedule 1 2'-7 7/8" 2 2 5/8" Dimension Key Shape Name = CP Wall 3, Frame 2 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\08 ENDPOST CROSS SECTION AT [3-D].dwg 2/13/2023 14:01:26SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ENDPOST CROSS SECTION AT [3-D] 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 8NTS 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. A FC X 0 0 2 PG1 ENDPOST CROSS SECTION AT [3-D] 32 ' - 0 " T . O . P . 2 1 PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight FCX003 30001 5.0000 .2500 .1345 8 1/2"8 1/2"9'-9 7/8"121# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 Bolt Connection & Plate Schedule 1 3'-7 1/8" 2 2 5/8" Dimension Key Shape Name = CP Wall 3, Frame 3 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\09 ENDPOST CROSS SECTION AT [3-B].dwg 2/13/2023 14:03:00SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ENDPOST CROSS SECTION AT [3-B] 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 9NTS 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. A FC X 0 0 3 PG1 ENDPOST CROSS SECTION AT [3-B] 32 ' - 0 " T . O . P . 2 1 PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail Cee Mark No CX001 1 8.0000 .3750 .1875 11"11"28'-3 1/8"812# RBX001 2-5 5.0000 .1875 .1345 1'-4"1'-4"25'-10 5/16"370# RBX002 6 5.0000 .1875 .1345 1'-4"1'-4"13'-6 3/4"197# RBX003 7-9 5.0000 .1875 .1345 1'-4"1'-4"22'-5 1/4"321# RBX004 10-13 5.0000 .1875 .1345 1'-4"1'-4"25'-0 1/8"366# CX002 14 8.0000 .2500 .1875 11"11"24'-7 5/16"539# EPX001 15 5.0000 .2500 .1345 1'-0"1'-0"26'-0 5/16"386#BR25CJ 000CRA4060 EPX002 16 5.0000 .2500 .1345 1'-0"1'-0"25'-1 1/16"372#BR25BD JCP053077 EPX003 17 5.0000 .2500 .1345 1'-0"1'-0"24'-1 13/16"360#BR25CJ 000CRA4060 Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 4 A325 1/2"1 1/2"3/8"1 1 49080 B 4 A325 1/2"1 1/2"1/4"1 1 49080 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Bolt Connection & Plate Schedule 1 8 1/2" 2 3'-10" 3 1'-4 15/16" 4 3'-8" 5 17 @ 5'-0" Dimension Key 1 (1)JCP053077 Part Key Frame Clearances Horiz. Clearance between members 1(CX001) and 14(CX002): 86'-9" Vert. Clearance at member 1(CX001): 28'-10 3/16" Vert. Clearance at member 14(CX002): 25'-2 13/16" Vert. Clearance at member 15(EPX001): 28'-0 1/4" Vert. Clearance at member 16(EPX002): 27'-1" Vert. Clearance at member 17(EPX003): 26'-1 3/4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 4, Frame 1 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\10 FRAME CROSS SECTION AT FRAME LINE(S) 1.dwg 2/13/2023 14:27:33SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 1 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 10NTS 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. 102'-0"102'-0"102'-0"102'-0"102'-0" A A A A B B B A EP X 0 0 3 EP X 0 0 2 EP X 0 0 1 CX 0 0 2 RBX004 RBX003 RBX002 RBX001 CX 0 0 1 1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 (2)GFB2006 (2)GFB2006 (2)GFB2006 GFB2006 (2)GFB2006 (2)GFB2006 BR S X 0 0 1 GFB2006 WBBC2WBBC2 KMA1 GC170120 GC170120 GC170120 GC170120 GC170120 GF B 2 0 2 2 GF B 2 0 2 2 < S > GF B 2 0 2 2 < S > GF B 2 0 2 2 GF B 2 0 2 2 GF B 2 0 2 2 GF B 2 0 2 2 < S > GF B 2 0 2 2 < S > GF B 2 0 2 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 EA P 2 EA P 2 GC170120 GC170120 GC170120 GC170120 GC170120 FRAME CROSS SECTION AT FRAME LINE(S) 1 B CL D CL E CL BL A BL F 90'-0 15/16" 0.5000:12 27 ' - 3 " 5' - 1 " 3 @ 5 ' - 0 " 7' - 2 " 5 43 2 4 @ 5 ' - 0 " 7' - 2 " 90'-0" 22'-6"22'-6"22'-6"22'-6" 1 1 0 7 R S 3 3 0 7 07R S 3 4 0 4 PERMIT SET - For Building Dept. Approval 〷剓㌳〷〷剓㌳〷 Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX003 1 6.0000 .2500 .1875 1'-0"2'-4"30'-3 1/8"763# RBX005 2 5.0000 .2500 .1345 1'-11"1'-8"30'-11 11/16"683# 3 5.0000 .3750 .1345 1'-8"1'-8" RBX006 4 6.0000 .5000 .1875 1'-8"2'-9"19'-11 1/2"802# 5 6.0000 .5000 .1875 2'-9"2'-4" RBX007 6 6.0000 .3125 .1345 2'-4"2'-4"31'-11 9/16"887# 7 6.0000 .2500 .1644 2'-4"2'-10" CX004 8 6.0000 .2500 .1875 1'-0"3'-6"26'-8 1/2"843# ICX001 9 9.0000 .3750 .1875 10"10"26'-2 3/16"781# Id Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo Dia.Length Thick.Out In Bolt A 6 F1852 3/4"2 1/4"1/2"2 1 Yes Yes 0097389 B 10 F1852 3/4"2"3/8"4 1 Yes Yes 0097388 C 8 F1852 3/4"2"3/8"3 1 Yes Yes 0097388 D 14 F1852 3/4"2 1/4"1/2"4 3 Yes Yes 0097389 E 4 A325 1/2"2"3/8"1 1 0097280 Bolt Connection & Plate Schedule 1 8 1/2" 2 3'-10" 3 1'-4 15/16" 4 3'-8" 5 5 @ 5'-0" Dimension Key Frame Clearances Horiz. Clearance between members 1(CX003) and 8(CX004): 82'-8 7/8" Vert. Clearance at member 1(CX003): 28'-2 7/16" Vert. Clearance at member 8(CX004): 23'-7 11/16" Vert. Clearance at member 9(ICX001): 25'-8 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 4, Frame 2 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\11 FRAME CROSS SECTION AT FRAME LINE(S) 2.dwg 2/13/2023 14:27:38SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 2 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 11NTS 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. 99'-6" lo n g s i d e E D C B A IC X 0 0 1 C X 0 0 4 RBX007 RBX006 RBX005 CX 0 0 3 (2)GFB4017 GFB3096 GFB2087 GFB2046 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 (2 ) G F B 3 0 9 6 GF B 2 0 8 7 GF B 2 0 8 7 GF B 3 0 7 7 (2 ) G F B 3 0 9 6 GF B 2 0 4 6 GF B 2 0 4 6 GF B 2 0 4 6 (2 ) G F B 2 0 4 6 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 ES B S B EA P 1 ES B S A EA P 1 (2)GFB2087 GFB2066 GFB2046 GFB2032 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 FRAME CROSS SECTION AT FRAME LINE(S) 2 BL A BL F 90'-0 15/16" 0.5000:12 27 ' - 3 " 31 ' - 0 " 5' - 1 " 5' - 0 " 7' - 2 " 5 4 @ 5'-0" 5 @ 5'-0" 3 @ 5'-0" 43 2 4 @ 5 ' - 0 " 7' - 2 " 90'-0" 45'-0"45'-0" 5' - 0 " 5' - 0 " 11 PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CBX001 10003 6.0000 .3750 .1875 8 1/2"8 1/2"5'-5 3/16"110# CX005 1 8.0000 .3750 .1875 11"11"28'-3 1/8"808# RBX008 2-5 5.0000 .1875 .1345 2'-2"2'-2"25'-10 5/16"501# RBX009 6 6.0000 .2500 .1345 2'-2"2'-2"13'-6 3/4"331# RBX010 7-8 6.0000 .3750 .1345 2'-2"2'-2"7'-11 3/16"265# RBX011 9-12 6.0000 .3750 .1345 2'-2"2'-2"39'-6 11/16"1145# RBX012 17 6.0000 .3750 .1875 15" MIN 31"21'-6"709# RBX013 18 6.0000 .3750 .1875 31"15" MIN 24'-3 1/4"724# CX006 13 8.0000 .3750 .1875 11"11"24'-7 1/4"727# EPX004 14 6.0000 .2500 .1345 1'-0"1'-0"25'-2 3/8"423#BR25CA EPX005 15 6.0000 .3125 .1345 1'-0"1'-0"24'-3 1/8"467#BR25A3 EPX006 16 5.0000 .1875 .1345 10"10"5'-7 1/4"74#BR25CA Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 4 A325 1/2"1 1/2"3/8"1 1 49080 B 4 A325 1/2"1 1/2"1/4"1 1 49080 C 10 A325 1/2"2"1/2"4 1 0097280 D 12 A325 1/2"1 1/2"3/8"4 2 49080 E 2 A325 3/4"2 1/2"---0097284 F 10 A325 3/4"2 1/2"1/2"1 4 0097284 G 4 A325 3/4"2 1/2"3/8"--0097284 I 4 A325 3/4"2 1/2"1/2"--0097284 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Bolt Connection & Plate Schedule 1 3'-0" 2 16'-0" 3 8 1/2" 4 1'-10" 5 3'-2" 6 3'-10" 7 1'-4 15/16" 8 3'-8" 9 17 @ 5'-0" 10 2 @ 5'-0" 11 1'-7 7/16" 12 1'-5 1/16" 13 3'-0 1/2" 2.0000:12 Dimension Key Frame Clearances Horiz. Clearance between members 1(CX005) and 13(CX006): 86'-9" Vert. Clearance at member 1(CX005): 28'-0 3/16" Vert. Clearance at member 13(CX006): 24'-4 13/16" Vert. Clearance at member 14(EPX004): 27'-2 1/4" Vert. Clearance at member 15(EPX005): 26'-3" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 4, Frame 3 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\12 FRAME CROSS SECTION AT FRAME LINE(S) 3 (a).dwg 2/14/2023 11:56:24SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 3 (a) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 12NTS 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. 102'-0" 119'-7" 102'-0"102'-0"102'-0" E A A A D C B A EP X 0 0 6 EP X 0 0 5 EP X 0 0 4 CX 0 0 6 RBX011 RBX010 RBX009 RBX008 CX 0 0 5 CBX001 (2)WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 GFB2000 GFB2006 GFB2006 GFB2006 GFB2006 GC170120 GC177120 GF B 2 0 9 2 GF B 2 0 9 2 < S > GF B 2 0 9 2 < S > GF B 2 0 9 2 GF B 2 0 5 1 < S > GF B 2 0 9 3 GF B 2 0 9 4 < S > GF B 2 0 9 4 < S > GF B 2 0 9 4 GF B 2 0 9 4 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 EA P 2 EA P 2 GC170120 GC170120 GC170120 GC170120 GC170120 FRAME CROSS SECTION AT FRAME LINE(S) 3 2 B CL D CL E CL BL A BL F 13 90'-0 15/16" 0.5000:12 27 ' - 3 " 31 ' - 0 " 12 11 5' - 1 " 5' - 0 " 7' - 2 " 9 87 6 5 4 3 @ 5 ' - 0 " 7' - 2 " 190'-0" 22'-6"22'-6"22'-6"22'-6" 5' - 0 " 5' - 0 " 11 32 ' - 0 " TO P O F P A R A P E T 0 7 R S 3 0 0 3 07R S 3 0 0 3 07RS2400 07RS 2 4 0 3 F RBX013 RBX0 1 2 GF B 2 0 3 2 GF B 3 0 6 2 GF B 3 0 7 7 GF B 2 0 3 2 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 (2 ) W B B C 2 KM A 1 EA P 2 EA P 2 RBX012 6" 3MZE0500613000004BEPX005 3" 1" 15 " M I N 7" 5/ 8 " G G DETAIL 1: RBX012 TO EPX005 RBX013 12" 3MZE0440613000004B CX006 3" 15 " M I N 1" 5/ 8 " DETAIL 2: RBX013 TO CX006 5" I PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CX013 1 6.0000 .2500 .1345 1'-4"1'-4"15'-2"309# RBX020 2-3 8.0000 .2500 .1345 1'-8"1'-8"22'-5 1/2"561# CX014 4 6.0000 .2500 .1345 1'-4"1'-4"15'-2"309# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 3/4"2 1/2"1/2"2 2 0097284 Bolt Connection & Plate Schedule 1 8" Dimension Key Frame Clearances Horiz. Clearance between members 1(CX013) and 4(CX014): 22'-6" Vert. Clearance at member 1(CX013): 15'-3 1/2" Vert. Clearance at member 4(CX014): 15'-3 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 4, Frame 1 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\13 PORTAL FRAME ELEVATION ALONG F.dwg 2/13/2023 16:49:06SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. PORTAL FRAME ELEVATION ALONG F 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 13NTS 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. 102'-0"102'-0" AA CX 0 1 4 RBX020 CX 0 1 3 HFB3060HFB3060 PORTAL FRAME ELEVATION ALONG F 21 13 ' - 9 7 / 1 6 " 15 ' - 2 " 25'-2"1 1 26'-6" 3BSA2504614 06RT 2 8 0 9 06 R T 2 8 1 0 PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight RBX012 1 6.0000 .3750 .1875 15" MIN 2'-7"21'-6"670# RBX013 2 6.0000 .3750 .1875 2'-7"15" MIN 24'-3 7/8"746# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 10 A325 3/4"2 1/2"1/2"1 4 0097284 Bolt Connection & Plate Schedule 1 1'-10" 2 1'-7 7/16" 3 4'-0" 4 8 @ 5'-0" 5 4'-4" Dimension Key Frame Clearances Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 8, Frame 1 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\14 FRAME CROSS SECTION AT FRAME LINE(S) 3 (b).dwg 2/13/2023 16:50:12SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 3 (b) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 14NTS 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. A RBX013 RBX0 1 2 GF B 2 0 3 2 GF B 3 0 6 2 GF B 3 0 7 7 GF B 2 0 3 2 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 EA P 2 EA P 2 FRAME CROSS SECTION AT FRAME LINE(S) 3 BL A BL D 45'-7 7 / 1 6 " 2 . 0 0 0 0 : 1 2 16 ' - 6 " 24 ' - 0 " 5 5' - 0 " 7' - 2 " 4 3 2 1 3 @ 5 ' - 0 " 7' - 2 " 45'-0" PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CBX002 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 7/16"51# CBX003 10002 5.0000 .1345 .1345 8 1/2"8 1/2"5'-2 7/8"52# CX007 1 5.0000 .2500 .1644 1'-0"2'-3"23'-1 15/16"517# RBX014 2 5.0000 .2500 .1345 2'-2"1'-1"19'-9 7/16"376# 3 5.0000 .2500 .1345 1'-1"1'-10" RBX015 4 5.0000 .2500 .1345 1'-10"1'-1"20'-5 15/16"377# 5 5.0000 .2500 .1345 1'-1"1'-9" CX008 6 5.0000 .2500 .1345 1'-0"1'-10"16'-2 3/8"323# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 B 8 A325 3/4"2 1/2"1/2"2 2 0097284 C 10 A325 3/4"2 1/2"3/8"1 4 0097284 D 12 A325 3/4"2 1/2"1/2"3 3 0097284 Bolt Connection & Plate Schedule 1 3'-0" 2 16'-0" 3 24'-0" 4 8 1/2" 5 1'-10" 6 1'-7 7/16" 7 4'-0" 8 8 @ 5'-0" 9 4'-4" 10 1'-5 1/16" 11 1 7/16" 12 1'-4 1/2" 13 1'-6 9/16" 14 3'-0 1/2" 2.0000:12 Dimension Key Frame Clearances Horiz. Clearance between members 1(CX007) and 6(CX008): 39'-6" Vert. Clearance at member 1(CX007): 20'-6 5/8" Vert. Clearance at member 6(CX008): 14'-2 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 8, Frame 2 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\15 FRAME CROSS SECTION AT FRAME LINE(S) 4.dwg 2/13/2023 16:52:09SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 4 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 15NTS 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. D C B A A CX 0 0 8 RBX015 RBX014 CX 0 0 7 CBX003 CBX002 PG 1 PG 1 (2)GFB2046 GFB2032 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 (2 ) G F B 2 0 3 2 GF B 2 0 1 6 GF B 2 0 3 2 GF B 2 0 4 6 GF B 2 0 1 6 (2 ) G F B 2 0 6 6 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 (2)GFB2066 GFB2046 GFB2032 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 FRAME CROSS SECTION AT FRAME LINE(S) 4 3 2 BL A BL D 14 14 45'-7 7 / 1 6 " 2 . 0 0 0 0 : 1 2 16 ' - 6 " 24 ' - 0 " 13 12 11 10 6 9 5' - 0 " 7' - 2 " 8 7 6 5 3 @ 5 ' - 0 " 7' - 2 " 1 145'-0" 4 4 PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight CBX002 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 7/16"51# CBX003 10002 5.0000 .1345 .1345 8 1/2"8 1/2"5'-2 7/8"52# CX009 1 5.0000 .2500 .1644 1'-0"2'-3"23'-1 15/16"515# RBX016 2 5.0000 .2500 .1345 2'-2"1'-1"19'-9 3/16"361# 3 5.0000 .2500 .1345 1'-1"1'-7" RBX017 4 5.0000 .2500 .1345 1'-7"11"20'-6 3/8"355# 5 5.0000 .2500 .1345 11"1'-10" CX010 6 5.0000 .2500 .1345 1'-0"1'-10"16'-2 3/8"321# Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 B 10 A325 3/4"2 1/2"1/2"3 2 0097284 C 8 A325 3/4"2 1/2"3/8"1 3 0097284 Bolt Connection & Plate Schedule 1 3'-0" 2 16'-0" 3 24'-0" 4 8 1/2" 5 1'-10" 6 1'-7 7/16" 7 4'-0" 8 8 @ 5'-0" 9 4'-4" 10 1'-5 1/16" 11 1 7/16" 12 1'-4 1/2" 13 1'-6 9/16" 14 3'-0 1/2" 2.0000:12 Dimension Key Frame Clearances Horiz. Clearance between members 1(CX009) and 6(CX010): 39'-6" Vert. Clearance at member 1(CX009): 20'-4 5/8" Vert. Clearance at member 6(CX010): 14'-1 11/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 8, Frame 3 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\16 FRAME CROSS SECTION AT FRAME LINE(S) 5.dwg 2/13/2023 16:54:22SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 5 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 16NTS 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. B C B A A C X 0 1 0 RBX017 RBX016 CX 0 0 9 CBX003 CBX002 PG 1 PG 1 (2)GFB2046 GFB2032 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 GF B 2 0 3 2 GF B 2 0 0 6 GF B 2 0 3 2 GF B 2 0 3 2 GF B 2 0 1 6 GF B 2 0 6 6 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 (2)GFB2066 GFB2046 GFB2032 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 WBBC2WBBC2 KMA1 FRAME CROSS SECTION AT FRAME LINE(S) 5 3 2 BL A BL D 14 14 45'-7 7 / 1 6 " 2 . 0 0 0 0 : 1 2 16 ' - 6 " 24 ' - 0 " 13 12 11 10 6 9 5' - 0 " 7' - 2 " 8 7 6 5 3 @ 5 ' - 0 " 7' - 2 " 1 145'-0" 4 4 PERMIT SET - For Building Dept. Approval Frame Member Schedule Part Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail CBX002 10001 5.0000 .1345 .1345 8 1/2"8 1/2"5'-1 7/16"51# CBX003 10002 5.0000 .1345 .1345 8 1/2"8 1/2"5'-2 7/8"52# CX011 1 6.0000 .2500 .1345 11"11"21'-1 15/16"349# RBX018 2 5.0000 .1875 .1345 9"9"25'-8 3/8"298# 3 5.0000 .1875 .1345 9"9" 4 5.0000 .2500 .1345 9"9" 5 5.0000 .2500 .1345 9"9" RBX019 6-7 5.0000 .1875 .1345 9"9"16'-8 11/16"183# CX012 8 6.0000 .2500 .1345 11"11"14'-0 9/16"245# EPX007 9 5.0000 .1875 .1345 1'-0"1'-0"16'-10 11/16"219#BR25CA Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Dia.Length Thick.Out In A 8 A325 1/2"1 1/2"---49080 B 4 A325 1/2"1 1/2"3/8"1 1 49080 C 6 A325 1/2"1 1/2"1/4"2 1 49080 <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Bolt Connection & Plate Schedule 1 3'-0" 2 16'-0" 3 24'-0" 4 8 1/2" 5 1'-10" 6 1'-7 7/16" 7 4'-0" 8 8 @ 5'-0" 9 4'-4" 10 1'-5 1/16" 11 1 7/16" 12 1'-4 1/2" 13 1'-6 9/16" 14 3'-0 1/2" 2.0000:12 Dimension Key Frame Clearances Horiz. Clearance between members 1(CX011) and 8(CX012): 41'-9" Vert. Clearance at member 1(CX011): 22'-2 1/2" Vert. Clearance at member 8(CX012): 15'-3" Vert. Clearance at member 9(EPX007): 18'-10 1/4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Shape Name = CP Wall 8, Frame 4 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\17 FRAME CROSS SECTION AT FRAME LINE(S) 6.dwg 2/13/2023 17:00:21SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. FRAME CROSS SECTION AT FRAME LINE(S) 6 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 17NTS 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. 102'-0"102'-0"102'-0" B B C B A A EP X 0 0 7 CX 0 1 2 RBX019 RBX018 CX 0 1 1 CBX003 CBX002 WBBC2WBBC2 KMA1 GFB2006 PG 1 PG 1 GF B 1 1 0 7 GF B 1 1 0 7 < S > GF B 1 1 0 7 < S > GF B 1 1 0 7 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 WB B C 2 WB B C 2 KM A 1 GC 1 8 2 1 2 0 FRAME CROSS SECTION AT FRAME LINE(S) 6 3 2 C CL BL A BL D 14 14 45'-7 7 / 1 6 " 2 . 0 0 0 0 : 1 2 16 ' - 6 " 24 ' - 0 " 13 12 11 10 6 9 5' - 0 " 7' - 2 " 4 8 7 6 5 3 @ 5 ' - 0 " 7' - 2 " 4 1 145'-0" 23'-0"22'-0" 0 3 R T 2 6 1 1 03R T 3 4 1 1 PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO. WEB ROD COLUMN OR BEAM WEB REINFORCEMENT PLATE (IF PRESENT) MAY BE SHOP WELDED ON EITHER SIDE OF THE WEB. REV. DATE:REV. NO. DESCRIPTION/PART NO DIAM NUT 95321 95230 95233 95235 95237 95238 95239 A B WASHER 543334 543335 543336 ROD HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDE HEX NUT WASHER "A" WASHER "B" HILLSIDE WASHER REV. DATE:REV. NO.08/02/17 04 BR01G2 ROD BRACE WEB SLOT ASSEMBLY 3/8" 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" 3/8" FLAT WASHER (96408) 1/2" FLAT WASHER (95872) 5/8" FLAT WASHER (95945) 3/4" FLAT WASHER (95946) 7/8" FLAT WASHER (95947) 1" FLAT WASHER (95948) 1 1/8" FLAT WASHER (95949) 1 1/8" FLAT ROUND WASHER (95949) 1" FLAT ROUND WASHER (95948) 3/4" FLAT ROUND WASHER (95946) 1/2" BEVEL SQUARE WASHER (46040) REV. DATE:REV. NO.06/23/11 03 BR02K1 ROD BRACING CLEVIS ASSEMBLY REV. DATE:REV. NO. SIDE OF THE FRAME WEB. WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE WHEN PART MARK IS ACCOMPANIED BY (2). CROSS SECTION IS NOT ACCOMPANIED BY (2). ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB FLANGE BRACE REQUIREMENTS: SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CENTER OF THE BUILDING. WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME RULE#5- RULE#3- RULE#4- RULE#2- RULE#1- FLANGE BRACE (GFB-) OR (HFB-) ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. BRACE C BRACEFRAME SECONDARY MEMBER ROOF FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. **** ALTERNATE CONNECTIONS CLIP REQ'D W/ THICK FLANGES LOCATION LOCATION FIELD NOTE REV. DATE:REV. NO.05/08/18 02 BR06AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THE BUILDER WILL HAVE TO FIELD REAM-OUT THE 9/16" DIAM. HOLE IN THE SECONDARY MEMBERS TO 13/16" DIAM. HOLES. (FOR THE 12MDB_ FLANGE BRACE WITH A 3/4" X 2 1/2" A325 BOLT WHEN REQUIRED.) 2" REV. DATE:REV. NO. PRIMARY FRAMEPORTAL FRAME (2 OR 4) A325 BOLTS NOTES: FIELD DRILL 9/16" FOR FLANGE BRACE CONNECTIONS. HOLES IN PRIMARY AND PORTAL FRAME WEBS1 FROM BOLTING PLATE @ BEAM C. DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2"2 L 1 (49080) TYP. A-325 BOLT 1/2" x 1 1/2" 2 2" CL FLANGE BRACE REQUIREMENTS: PORTAL COLUMN DEPTH FLANGE BRACE > 24" & < 36" > 36" HFB4106 HFB6032 < 24" HFB3060 REV. DATE:REV. NO.03/17/16 03 BR12J1 PORTAL FRAME DETAIL CONNECTION TO FRAME REV. DATE:REV. NO.06/23/11 01 BR15J1 STRUT BRACING GAGE STRUT ON WALL FOR LOCATIONS AND PART MARKS SEE ERECTION DRAWINGS BRACE STRUT (GAGE) COLUMN _BSB__ BRACE ROD STANDARD HARDENED WASHERS ARE REQUIRED OVER FAYING SURFACES MUST BE PAINT FREE. IF PAINT SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE CONNECTIONS REMOVE WITH LIGHT GRINDING. IS FOUND ON FAYING SURFACES IN SLOTTED ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK SEE DRAWINGS FOR SIZES AND QUANTITIES STRUT CONNECTION BOLTS CLEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) NUMBERS AND QUANTITIES. REV. DATE:REV. NO.06/23/11 01 BR15JC WALL STRUT BRACING THREE-PLATE STRUT IN WALL COLUMN BRACE STRUT BRACE ROD LOCATIONS, PART MARKS AND BOLT QUANTITIES AND SIZES SEE ERECTION DRAWINGS FOR CLEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) STANDARD HARDENED WASHERS ARE REQUIRED OVER FAYING SURFACES MUST BE PAINT FREE. IF PAINT SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE CONNECTIONS REMOVE WITH LIGHT GRINDING. IS FOUND ON FAYING SURFACES IN SLOTTED ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. REV. DATE:REV. NO.06/23/11 01 BR15L1 STRUT BRACING GAGE STRUT IN ROOF RAFTER BRACE STRUT (GAGE) _BSA__ BRACE ROD SIZES AND QUANTITIES STRUT CONN. BOLTS SEE DRAWINGS FOR FOR LOCATIONS AND PART MARKS SEE ERECTION DRAWINGS CLEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) STANDARD HARDENED WASHERS ARE REQUIRED OVER FAYING SURFACES MUST BE PAINT FREE. IF PAINT SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE CONNECTIONS REMOVE WITH LIGHT GRINDING. IS FOUND ON FAYING SURFACES IN SLOTTED ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. REV. DATE:REV. NO.07/01/09 00 BR18E2 COMPOSITE STRUT ASSEMBLY ATTACH. ROOF SECONDARY REV. DATE:REV. NO.02/22/22 03 BR18G2 COMPOSITE EAVE STRUT - ALL DEPTHS CONNECTION FROM EAVE STRUT TO PURLIN COMPOSITE EAVE STRUT PURLIN BRACE ASSEMBLY (PBA--) (2) 1/2" GALV. HEX NUTS (47120) SCRUBOLT NUT (097267) (1) 11/32" X 1 1/4" SCRUBOLT (097352) AND 8 5/8" NOTES: -DO NOT ATTACH PANEL OR PANEL CLIPS TO COMPOSITE STRUT MEMBER. -SECONDARY ORIENTATION OR SHAPE MAY BE OTHER THAN SHOWN PURLIN -FIELD DRILL 9/16" HOLES IN COMPOSITE PURLIN FOR PBA- CONNECTION IN 7" PURLINS. LOCATE EACH SIDE OF PURLIN **FIELD DRILL HOLE (IF REQUIRED) FOR SCRU-BOLT CONNECTION (1) 5/16" DIA. ** ** PURLIN (TYP AT PURLIN END OF BRACE) HARDENED WASHER (095872) EACH SIDE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.O.) 1/2" X 1 1/2" A325 NOTE: ALL BOLTS TO BE BOLTS (49080) WITH REV. DATE:REV. NO.06/24/11 01 BR25A3 ENDPOST TOP BRACING ENDPOST WITHIN 6" (152mm) OF PURLIN BEAM RAKE FLANGE BRACE (GFB- OR HFB-) ENDPOST REV. DATE:REV. NO.07/01/09 00 BR25BD TOP OF ENDPOST ENDPOST BRACKET TO RAKE BEAM BOLTS (49080) (U.N.O.) 1/2" X 1 1/2" A325 NOTE: ALL BOLTS TO BE BEAM RAKE (8 BOLTS TO ENDPOST) ENDPOST BRACKET BRSX- (2 BOLTS) CONNECTOR CLIP ENDPOST USE JCP- WHEN REQD. (2 BOLTS EACH END) GIRT (MAY BE INSET) PLATE (WHEN REQUIRED) FRAME REINFORCEMENT REV. DATE:REV. NO.11/16/15 03 BR25CA ENDPOST TOP BETWEEN PURLINS NO CAP CHANNEL - BRACED TO PURLINS ONLY BEAM RAKE FLANGE BRACE (GFB- OR HFB-) PURLIN NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 BOLTS (49080) (U.N.O.) ENDPOST (TYP AT PURLIN END OF BRACE) HARDENED WASHER (095872) EACH SIDE 1/2" X 1 1/2" A325 BOLTS (49080) WITH REV. DATE:REV. NO.08/19/15 04 BR25CJ ENDPOST TOP BETWEEN PURLINS CAP CHANNEL - BRACED TO PURLINS ONLY BEAM RAKE FLANGE BRACE (GFB- OR HFB-) PURLIN CAP CHANNEL (2 BOLTS EACH END) BOLTS (49080) (U.N.O.) 1/2" X 1 1/2" A325 NOTE: ALL BOLTS TO BE ENDPOST (TYP AT PURLIN END OF BRACE) HARDENED WASHER (095872) EACH SIDE 1/2" X 1 1/2" A325 BOLTS (49080) WITH ___CRA_ FIELD SLOT THE SIDEWALL GIRT AT INSET GIRT CONDITION VARIES WALL BRACE ROD GIRT SUPPORT CHANNELS (IF PRESENT) REV. DATE:REV. NO. NOTE: MAXIMUM 2" X 4" SLOT. DO NOT CUT INTO GIRT FLANGE. REV. DATE:REV. NO.09/10/20 00 BRR052 INSET GIRTS WITH BRACE RODS FIELD WORK BRACE SLOT PRIMARY BRACING SED'S (a) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 18 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:132/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO.08/29/12 01 EN50B1 MARK NUMBER KEY COMMON GENERATED MARK NUMBERS TRX*** = TRUSS RAFTER ICX*** = INTERIOR COLUMN BGX*** = RAFTER (GAGE) RBX*** = RAFTER (PLATE) CGX*** = COLUMN (GAGE) CX*** = COLUMN (PLATE) WCX*** = COLUMN (HOTROLL) WRX*** = RAFTER (HOTROLL) PCX*** = PIPE COLUMN TCX*** = TUBE COLUMN EGX*** = ENDPOST (GAGE) EPX*** = ENDPOST (PLATE) CBX*** = PIGGYBACK CANOPY CBX*** = CANOPY (PLATE) I B 1 3 0 1 0 3 6 0 3 0 W V * CODE SECONDARY (SPECIAL) 0 0 1 0 8 Z 1 9 1 1 4 1 7 - - - * LENGTH SECONDARY (STANDARD) 0 8 Z 1 9 1 1 4 1 7 - - - - - * PANEL/COVERING W 1 3 1 1 7 2 6 1 K T D LENGTH INSULATION LENGTH E = EIGHTHS I = INCHES F = FEET LENGTH GAGE GAGE WIDTH THK CODE O = OPERATION C = FIN/COLOR G = GAGE DEPTH SHAPE ADJUST.CODES DEPTH&COUNTER SHAPE ADJUST.CODES *F *F I I E G G****** F F I I E G G O C C C *F F F I I I I I C CIE *****F F I I E G G ***DCC*** = 8 1/2" GAGE POST DCE*** = 10" GAGE POST 0 3 R S 2 5 1 0 I DIA LENGTH ROD BRACING E F F**I I RS = THREADS BOTH ENDS RT = THREADS ONE END - CLEVIS ONE END RU = CLEVIS BOTH ENDS RP = THREAD BOTH ENDS - NO HILLSIDES REV. DATE:REV. NO.01/30/14 00 ENV002 BASIC ERECTION GUIDE - STRUCTURAL BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: VARCO PRUDEN BUILDINGS BASIC ERECTION GUIDE The Field Guide for correctly storing and erecting Varco Pruden Metal Building Systems BACK COVER: 4001 BASIC ERECTION GUIDE REFER TO: REV. DATE:REV. NO.07/01/09 00 PF10C2 RAKE BEAM CONNECTION TO ENDPOST 1'-0" AT 7" & 8 1/2" E.W. GIRTS 6" AT ALL INSET GIRTS 1/2" x 1 1/2" A325 BOLTS (49080) FILL ALL HOLES L 1'-3" AT 10" & 11 1/2" E.W. GIRTS OUTSET GIRTS REV. DATE:REV. NO.06/21/11 01 PF10CA 3-PLATE ENDPOST TO FULL FRAME FULL FRAME ENDWALL 1 1 / 2 " 1/2" x 1 1/2" A325 BOLTS (49080) FILL ALL HOLES FULL FRAME RAKE BEAM 3-PLATE ENDPOST FULL FRAME TO ENDPOST CLIP 3/4" x 2 1/2" A325 (FFC2) CLIP MAY BE SHOP WELDED TO RAKE BEAM NOTE: BOLTS (0097284) REV. DATE:REV. NO.11/17/17 02 PF13D2 GAGE POST BASE CONNECTION FACTORY ATTACHED BASE CLIP FLAT WASHERS C L PO S T LB SEE GAGE POST 3/4" 2 1 / 2 " 2 1 / 2 " BY BUILDER ANCHOR RODS, NUTS AND WASHERS ARE SEE F R A M E ANCHOR RODS GAGE POST GPBC__ 8 1/2" POST SHOWN 10" POST SIMILAR *8 1/2" POST REQUIRES 10" POST REQUIRED (4) ANCHOR RODS (2) ANCHOR RODS * ANCHOR RODPLAN CR O S S S E C T I O N 3/4" DIA. REV. DATE:REV. NO.11/17/17 01 PF20C1 PIGGYBACK CANOPY BEAM ATTACHMENT TO INTERIOR FRAME PIGGYBACK CANOPY BEAM HAUNCH MEMBER 1/2" A325 BOLTS (49080) 8 PER BEAM CONNECTION FASTENING THRU PIGGYBACK STRUCTURAL FASTENERS, AVOID WHEN INSTALLING ROOF PANELNOTE: CANOPY BEAMS. PRIMARY BRACING SED'S (b) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 19 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:142/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval 1 RKC15 2 RCHB15 3 E43 4 P19 5 E76 6 RECB08030 9 RECB00012 (+) SSR Fixed Clip Location Part Mark Key 1 1'-0" 2 3'-0" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail E16 00108ES2705411B00 0.1130 8 1/2"RS12PF, BR18G2, RS12PE E18 00208ES2608411B00 0.1130 8 1/2"RS12PF, RS12PE E22 08H1905417GGB02 0.0600 8 1/2"PF20C1 E33 00708CS1911417B0 0.0600 8 1/2"PF20C1 E40 00108HS1908417B02 0.0600 8 1/2"RS12PF, PF20C1 E42 00208HS1805417B02 0.0600 8 1/2"PF20C1 E43 00308HS0308417002 0.0600 8 1/2"PF20C1 E58 00408CS011141700 0.0600 8 1/2"RSV004, RSV003, RSV002, RSV001 E62 00808CS2211417B0 0.0600 8 1/2"PF20C1 E66 00107HS1911415B02 0.0730 7"PF20C1 E67 00207HS1911415B02 0.0730 7"PF20C1 E68 00307HS2211415B02 0.0730 7"PF20C1 E71 00407HS2705411B00 0.1130 7"RS12PF, BR09Y2, BR09W2, RS12PE E72 00507HS2608411B00 0.1130 7"RS12PF, BR09Y2, BR09W2, RS12PE E73 00308ES1908414B02 0.0790 8 1/2"RS12PF, PF20C1 E74 08E1905414GGB02 0.0790 8 1/2"PF20C1 E75 00408ES1805414B02 0.0790 8 1/2"PF20C1 Secondary Part Schedule Mark Part Thick.Depth Lap Detail E76 00508ES0308414002 0.0790 8 1/2"PF20C1 P19 08Z0308417DG00 0.0600 8 1/2"PF20C1 P20 08Z1805417GGB0 0.0600 8 1/2"PF20C1, RS10M3 P21 08Z1905416GGB0 0.0680 8 1/2"PF20C1 P22 08Z1905417GGB0 0.0600 8 1/2"PF20C1 P23 08Z3105412A5B0 0.0980 8 1/2"3'-10 1/2"RS02T1, RS01T1 P24 08Z3105411A5B0 0.1130 8 1/2"3'-10 1/2"RS02T1, RS01T1 P45 08Z211141611B0 0.0680 8 1/2"10 1/2"RS01T1 P57 08Z2211412A4A0 0.0980 8 1/2"2'-10 1/2"RS02T1, RS01T1 P65 08Z1908416DGB0 0.0680 8 1/2"PF20C1 P66 08Z1908417DGB0 0.0600 8 1/2"PF20C1 P67 01508ZS3008411B0 0.1130 8 1/2"3'-10 1/2"RS02T1, RS01T1 P74 08Z1805416GGB0 0.0680 8 1/2"RS10M3, PF20C1 P77 08Z1908414AGB0 0.0790 8 1/2"RS02T1, PF20C1 P88 01008ZS2411412B0 0.0980 8 1/2"1'-10 1/2"RS02T1, RS01T1 P90 08Z0111417AA00 0.0600 8 1/2" P91 01308ZS2705411B0 0.1130 8 1/2"BR18G2, RS12PF, BR18E2 Id Qty Mark No Spacing 1 2 PBA0102 8 5/8" 2 6 PBA0407 4'-3 3/8" 3 13 PBA0108 1'-4 15/16" 4 6 CPBB030908 3'-8" 5 127 CPBB050108(Typ.)5'-0" 6 24 CPBB001002 8 5/8" 7 18 CPBB040414 4'-3 3/8" 8 21 PBA0504 5'-0" 9 16 PBA0110 1'-7 7/16" 10 7 CPBB040108 4'-0" 11 12 PBA0109 1'-5 1/16" 12 4 CPBRC011112 1'-7 7/16" 13 12 PBA0107 1'-4 1/2" See SED: BR09K2, BR18G2, BR09RY, BR09RZ, BR09K5 BR09JG, BR09JR, BR09PH, BR18E2, BR09JH Secondary Bracing Schedule Shape Name = CP, Shape = CP, Shape = CP, Shape = CP, Shape = CP JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\20 ROOF SECONDARY PLAN.dwg 2/14/2023 11:20:51SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ROOF SECONDARY PLAN 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 20NTS 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. BL 654 BL 32 BL 1 BLF E D C B BLA ROOF SECONDARY PLAN 131313131313 7 7 1C2B41C2B3 1C2B3 1C2B2 1C2B2 1C2B1 11 12 11 12 11 12 11 12 11 11 66 1C1B3 1C1B2 1C1B2 1C1B1 ++ ++ ++ 8 10 9 8 10 9 8 10 9 8 10 9 8 10 9 8 10 9 8 5 10 99 1 1 1 1 1R2B31R2B21R2B1 2 1C3B0 ++ ++ ++ 8 7 6 7 6 7 6 4 3 8 7 6 7 6 7 6 4 3 8 7 6 7 6 7 6 4 3 6 6 6 8 1 3 6 6 6 7 6 7 6 7 6 4 3 2 7 6 7 6 7 6 4 3 2 7 6 7 6 7 6 5 4 3 2 1 1 1 1 1 1 1 1R1B21R1B1 4P20 E68(Flip) P22 E66(Flip)E67(Flip) P662 P65 P21 E33(Typ.) E62 P20 4 2 2 5E75 P88(Typ.) 4P74 3E42 E74 P45(Typ.) P21 E22 E73 P57(Typ.) P77 E40 119'-0"20'-0"19'-0"1 60'-0" 45 ' - 0 " 2 E18 P67 P67 P67 P67(Typ.) E72 E16 P91 P24 P24 P24 P24 P24 P24 P24 P24 P23(Typ.) E71 126'-6"26'-6"1 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 22 ' - 6 " 55'-0" 90 ' - 0 " PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO. SIDE OF THE FRAME WEB. WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE WHEN PART MARK IS ACCOMPANIED BY (2). CROSS SECTION IS NOT ACCOMPANIED BY (2). ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB FLANGE BRACE REQUIREMENTS: SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CENTER OF THE BUILDING. WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME RULE#5- RULE#3- RULE#4- RULE#2- RULE#1- FLANGE BRACE (GFB-) OR (HFB-) ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. BRACE C BRACEFRAME SECONDARY MEMBER ROOF FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. **** ALTERNATE CONNECTIONS CLIP REQ'D W/ THICK FLANGES LOCATION LOCATION FIELD NOTE REV. DATE:REV. NO.05/08/18 02 BR06AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THE BUILDER WILL HAVE TO FIELD REAM-OUT THE 9/16" DIAM. HOLE IN THE SECONDARY MEMBERS TO 13/16" DIAM. HOLES. (FOR THE 12MDB_ FLANGE BRACE WITH A 3/4" X 2 1/2" A325 BOLT WHEN REQUIRED.) 2" REV. DATE:REV. NO. FLANGE BRACE (GFB-) OR (HFB-) ROOF/WALL SECONDARY MEMBER (MAY BE INSET) 3" RETARDER INSULATION VAPOR DETAIL BELOW 2" (2)WBBC2 CLIPS SEE ALTERNATE CONNECTIONS CLIP REQ'D W/ THICK FLANGES INSULATION VAPOR RETARDER 1/2" x 1 1/2" A325 BOLT (TYP) (8) 1/4"-14 1 1/4" 3/4" WITH HARDENED WASHER (095872) AGAINST PURLIN REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.10/24/17 05 BR06K3 ROOF/WALL FLANGE BRACING PURLIN/GIRT WITH INSULATION VAPOR RETARDER KMA1 CLIP (55307) *IMPORTANT: DURING ERECTION, TEMPORARILY INSTALL WBBC2 CLIP TO KMA1 CLIP WITH (2) HOLES TO KEEP FRAME STABLE. WHEN LINER IS INSTALLED, REMOVE WBBC2, INSTALL LINER, THEN REINSTALL WBBC2 W/ (8) SDS AS SHOWN. DO NOT REUSE CENTER HOLES. 1/4-14x1 1/4" SDS IN CENTER BRACE LOCATION BRACE LOCATIONBOLTS CL FRAME CL BOLTS CL CHANNEL PURLIN STRUCT. SCREWS ERECTION NOTE: (55307) (2) 1/4-14 x 1 1/4" 04/01/11 01 BR09JG CHANNEL BRACE ENDING AT PURLIN WEB SELF-DRILLER WITH BENT TABS REV. NO.REV. DATE: (CPB-) (2) 1/4-14 x 1 1/4" (55307) WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD THE PURLIN WEB AND USE A SELF-DRILLER (55307) TO ATTACH. STRUCT. SCREWS BRACEBRACE (CPB-) CHANNEL USE WHEN CHANNEL BRACE DOES NOT LINE UP WITH THE SLOTS IN THE PURLIN WEB.SLOTS IN THE PURLIN WEB. DOES LINE UP WITH THE USE WHEN CHANNEL BRACE PURLIN PURLIN BRACE CHANNEL (CPB-)(TYP.) BR09JGDETAIL DROP PIN (097556) (1) 1/4" X 6 1/4" (TYP. PER EACH END) 07/01/09 00 BR09JH SINGLE CHANNEL PURLIN BRACE ENDING AT PURLIN WEB LOCATION REV. NO.REV. DATE: TO CHANNEL BRACE. WEB SLOTS AND USE A DROP PIN TO ATTACH SECURE. INSERT CLIP (544015) THROUGH WEB, BUT DO NOT HAVE TABS TO BEND AND CHANNEL BRACES THAT END AT A PURLIN USE WHEN CHANNEL BRACE DOES NOT LINE UP WITH THE SLOTS IN THE PURLIN WEB.SLOTS IN THE PURLIN WEB. DOES LINE UP WITH THE USE WHEN CHANNEL BRACE DROP PIN (097556) (1) 1/4" X 6 1/4" (2) 1/4-14 x 1 1/4" (55307) STRUCT. SCREWS REV. DATE:REV. NO.04/01/11 01 BR09JR CHANNEL BRACE ENDING AT PURLIN WEB WEB ENDING CLIP WITH DROP PIN (0544015) WEB ENDING CLIP ERECTION NOTE: PURLIN REV. DATE:REV. NO.07/20/16 05 BR09K2 EAVE BRACE STRAP AND EAVE PURLIN BRACE LOCATED AT EAVE - CENTERLINE OF FRAME PURLIN SCRUBOLT NUT (097267) HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT EAVE STRUT USE (2) 1/2" GALV. HEX NUTS USE (1) 11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) EAVE PURLIN BRACE (PBA-) AT 8 1/2", 10", (1) NUT ON EACH SIDE OF PURLIN BRACE STRAP (ESBS_) 11 1/2" PURLINS. (NOT REQ. AT 7" PURLIN EAVE STRUT (47120) LOCATE TO 7" EAVE STRUT) USE TOP HOLE OF IF PRESENT. ANTI-ROLL CLIP EAVE STRUT AND USE (2) BRACE ASSY. EAVE PURLIN PURLIN NUTS (47120) LOCATE (1) USE (2) 1/2" GALV. HEX SCRUBOLT (097352) AND (HEAD OF SCRUBOLT TO BE ON SCRUBOLT NUT (097267) OUTSIDE OF EAVE STRUT) 11/32" X 1 1/4" T-45 GRAY AT EAVE STRUT BEND PBA TABS REV. NO.REV. DATE: (PBA-)(TYP.)NUT EACH SIDE OF PURLIN 02/22/22 05 BR09K5 EAVE STRUT BRACE NOTE: FOR LOW OR HIGH EAVE LOCATIONS. SEE ERECTION DRAWINGS FOR LOCATION FACE OF EAVE STRUT FOR TAB ATTACHMENT SEE FACE OF EAVE STRUT VIEWBRACE ASSY. EAVE PURLIN (PBA-) **FIELD DRILL HOLE (IF REQUIRED) FOR SCRU-BOLT CONNECTION (1) 5/16" DIA. ** PURLIN PURLIN BRACE CHANNEL (CPB-)(TYP.) DROP PIN (097556) (1) 1/4" X 6 1/4" (TYP. PER EACH END) 07/01/09 00 BR09PH SINGLE CHANNEL PURLIN BRACE INTERMEDIATE LOCATION REV. NO.REV. DATE:REV. DATE:REV. NO.07/01/09 00 BR09RY PURLIN BRACE CLUSTER LOCATION END BAY CHANNEL LOCATION (1) PURLIN BRACE SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. STANDARD NOTES: (2) PURLIN BRACE (4) PURLIN BRACE - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER END FRAME CL INT. FRAME CLEND BAY CHANNEL CHANNELS CHANNELS O [ PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. 5"3"TYPICAL CLUSTER (3) PURLIN BRACE CHANNELS REV. DATE:REV. NO.07/01/09 00 BR09RZ PURLIN BRACE CLUSTER LOCATION INTERIOR BAY CHANNEL LOCATION (1) PURLIN BRACE (2) PURLIN BRACE (4) PURLIN BRACE INT. FRAME CL INT. FRAME CLINTERIOR BAY CHANNEL CHANNELS CHANNELS SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. STANDARD NOTES: - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER O [ PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. 5"3"TYPICAL CLUSTER REV. DATE:REV. NO.11/26/12 01 BR09W2 HIGH EAVE PURLIN BRACE ALL WALL PANEL TYPE BOTTOM OF ROOF SHEET 11 1/2" P U R L I N HIGH EAVE STRUT BL 8 1/2", 1 0 " O R FIELD DRILL (1) 5/16" DIA. HOLE (IF REQUIRED) FOR SCRU-BOLT CONNECTION SCRUBOLT NUT (097267) HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT USE (1) 11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) USE (2) 1/2" GALV. HEX NUTS (1) NUT ON EACH SIDE OF PURLIN (47120) LOCATE NOTE: SEE ROOF FRAMING PLAN FOR PBA- LOCATION AND QUANTITY. ** ** EAVE PURLIN BRACE (PBA-) LOCATE PBA- IN UPPER POSITION WHEN ONLY (1)PBA IS REQUIRED. DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE. REV. DATE:REV. NO. 1 1/2" SHORTER HIGH EAVE STRUT BL 1'-4 1/2" 1 1/2" (1) PANEL CLIP FASTENER FIELD DRILL (1) 5/16" DIA. HOLE FOR SCRU-BOLT CONNECTION SCRUBOLT NUT (097267) HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT USE (1) 11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) USE (2) 1/2" GALV. HEX NUTS (1) NUT ON EACH SIDE OF PURLIN (47120) LOCATE FIELD BEND PBA- TAB AS SHOW FOR CONNECTION TO TOP OF STRUT 11 1/2" P U R L I N 8 1/2", 1 0 " O R BOTTOM OF ROOF SHEET EAVE PURLIN BRACE (PBA-) NOTE: SEE ROOF FRAMING PLAN FOR PBA- LOCATION AND QUANTITY. LOCATE PBA- IN UPPER POSITION WHEN ONLY (1)PBA IS REQUIRED. (IF REQUIRED) DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE REV. DATE:REV. NO.04/26/16 02 BR09Y2 SSR/SLR HIGH EAVE STRUT ALL WALL PANEL TYPE REV. DATE:REV. NO.07/01/09 00 BR18E2 COMPOSITE STRUT ASSEMBLY ATTACH. ROOF SECONDARY REV. DATE:REV. NO.02/22/22 03 BR18G2 COMPOSITE EAVE STRUT - ALL DEPTHS CONNECTION FROM EAVE STRUT TO PURLIN COMPOSITE EAVE STRUT PURLIN BRACE ASSEMBLY (PBA--) (2) 1/2" GALV. HEX NUTS (47120) SCRUBOLT NUT (097267) (1) 11/32" X 1 1/4" SCRUBOLT (097352) AND 8 5/8" NOTES: -DO NOT ATTACH PANEL OR PANEL CLIPS TO COMPOSITE STRUT MEMBER. -SECONDARY ORIENTATION OR SHAPE MAY BE OTHER THAN SHOWN PURLIN -FIELD DRILL 9/16" HOLES IN COMPOSITE PURLIN FOR PBA- CONNECTION IN 7" PURLINS. LOCATE EACH SIDE OF PURLIN **FIELD DRILL HOLE (IF REQUIRED) FOR SCRU-BOLT CONNECTION (1) 5/16" DIA. ** ** ROOF SECONDARY SED'S (a) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 21 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:172/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO.07/01/09 00 EN51B1 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS FEET DEPTH SHAPE INCHES EIGHTHS LENGTH GAGE (millimeters) 10 = 10" 07 = 7" 08 = 8 1/2" 11 = 11 1/2" DEPTH ADJUST. CODES E = LOW EAVE STRUT Z = ZEE C = CEE H = HIGH EAVE STRUT SHAPE 13 = 0.088 11 = 0.113 12 = 0.098 14 = 0.079 GAGE 17 = 0.060 15 = 0.073 16 = 0.068 REV. DATE:REV. NO.07/01/09 00 EN51B2 SPECIAL SECONDARY PART MARK KEY COMMON GENERATED MARK NUMBERS FEET DEPTH SHAPE INCHES EIGHTHS LENGTH GAGE (millimeters) 10 = 10" 07 = 7" 08 = 8 1/2" 11 = 11 1/2" DEPTH ADJUST. CODES ES = LOW EAVE STRUT ZS = ZEE HS = HIGH EAVE STRUT SHAPE 13 = 0.088 11 = 0.113 12 = 0.098 14 = 0.079 GAGE 17 = 0.060 15 = 0.073 16 = 0.068 COUNTER BB = BACK TO BACK CEE CS = CEE FB = FACE TO BACK CEE FF = FACE TO FACE CEE REV. DATE:REV. NO.01/31/13 01 EN51B3 SECONDARY BUNDLE LOCATION KEY ALL SECONDARY DEPTHS CANOPY (C)/PARTITION(P)/ BUILDING SHAPE BAY NUMBER 1 R 1 B 3 THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY ERECTION DRAWING PART MARK W C ROOF(R)/WALL(W) NUMBER P REV. DATE:REV. NO.07/01/09 00 EN53E1 PURLIN AND GIRT SIZES 7" 178mm 7" 2 1/4" 48 LIP 2 3/8" 2 1/4"2 3/8" REV. DATE:REV. NO.07/01/09 00 EN53F1 PURLIN AND GIRT SIZES 8 1/2" 216mm 8 1 / 2 " 2 1/2" 48 LIP 2 5/8" 2 1/2"2 5/8" REV. DATE:REV. NO.06/17/15 02 RS01T1 PURLIN CONNECTION AT INTERIOR FRAME CONTINUOUS PURLINS VARIES VARIES 1 1/4" 1 1/4" FRAME BOLTS BOLTS CL C L LC 7" & 8 1/2" PURLINS PG1 CLIP BOLTED CLIP CONNECTIONWELDED CLIP CONNECTION ALT. CONNECTION ALT. CONNECTION CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. REV. DATE:REV. NO.06/17/15 02 RS02T1 PURLIN CONNECTION TO END FRAME CONTINUOUS PURLINS 1'-0 " A T 7 " & 8 1 / 2 " OU T S E T G I R T S 6" A T IN S E T G I R T S 1/4 " BL ENDBAY ROOF PURLIN RAKE BEAM E N D W A L L 1'-3 " A T 1 0 " & 1 1 1 / 2 " PG1 CLIP BOLTED CLIP CONNECTION WELDED CLIP CONNECTION ALT. CONNECTION ALT. CONNECTION CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CLIP PART NUMBERS AND THEIR LOCATIONS. REV. DATE:REV. NO.08/11/14 04 RS03J1 ANTI-ROLL PURLIN CLIPS WHEN REQUIRED BY DESIGN BAY SP A C E BAY SP A C E CFRAME RAFTER 7" OR 8 1/2" REFER TO ERECTION DRAWINGS FOR ALL CLIP MARK NUMBERS SECTION "A" A A L PURLIN 8 1/2"7" PURLIN PC27 ARC1 PURLINS SECTION "A" PURLIN 8 1/2" 7" PURLIN EPC2 EPC3 WELDED CLIP BOLTED CLIP AND LOCATIONS. REV. DATE:REV. NO.09/25/17 01 RS10M3 PIGGYBACK CANOPY FRAMING RAKE & EAVE EXTENSION CHANNEL SECTION A-A 1/4" RAKE EXTENSION CHANNEL SIMPLE CEE PURLIN SIDEWALL EAVE STRUT A A ROOF EXTENSION (RECB-) AT 8 1/2" PURLINS EXTE N S I O N (RECD-) AT 7" PURLINS ECC3 CLIP (2) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) * * * * * * ALL OTHER BOLTED CONNECTIONS USE THE STANDARD 1/2" X 1 1/2" 7" & 8 1/2" PURLINS NOTE: FIELD DRILL (2) 9/16" HOLES IN RAKE CHANNEL AT SIDEWALL EAVE STRUT. A325 BOLTS (49080). ROOF EXTENSION LB *B B SECTION B-B GIRT FILLER ANGLE (GFA-) ** JCP- PLATE STRUCT FSNR ** (55307) JCP__ PLATE WILL BE USED WHEN THE PURLIN IS LESS THAN 1'-6". (56104) LB * 1/4-14 X 1 1/4" 12-24 X 1 1/2" REV. DATE:REV. NO.07/20/16 05 RS12PE EAVE STRUT W/ ATTACHMENT PLATE INTERIOR FRAME ROOF BEAM EAVE STRUT PLATE (EAP1) SIDEWALL OR SOLDIER COLUMN (8) 1/2" X 2" A325 BOLT (097280) (ESBS_) EAVE STRUT BRACE STRAP BOLT EAVE STRUT AND EAP1 PLATE TO FRAME W/ SHIM PLATE PART N/A N/A ESH1 RANGE .25 TO 1.99 2.0 TO 2.49 2.5 TO 3.49 3.5 TO 4.00 NUMBER ROOF PITCH SHIM PLATE (SEE CHART) LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) ESH2 REV. DATE:REV. NO.03/26/15 02 RS12PF EAVE STRUT W/ ATTACHMENT PLATE END FRAME ROOF BEAM PLATE (EAP2) SIDEWALL OR SOLDIER (6) 1/2" X 2" A325 BOLT (097280) BL BL 6" AT INSET 1'-0" OR 1-'3" AT *1'-0" AT 7" & 8 1/2" OUTSET 1'-3" AT 10" & 11 1/2" OUTSET OUTSET* CL BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ SHIM PLATE PART N/A N/A ESH1 ESH2 RANGE .25 TO 1.99 2.0 TO 2.49 2.5 TO 3.49 3.5 TO 4.00 NUMBER ROOF PITCH SHIM PLATE (SEE CHART) LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. EAP2 PLATE ONLY REQ'D. WHEN CALLED OUT ON FRAME CROSS SECTION NOTE: COLUMN REV. DATE:REV. NO. *TRIM ANGLE (TA-) * TRIM ANGLE ONLY REQUIRED WHEN CALLED FOR ON THE ERECTION DRAWINGS. REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.11/20/17 01 RSV001 PIGGYBACK CANOPY ALL PURLIN DEPTHS - LOW EAVE GCB- CLIP (WELDED) MAIN BUILDING EAVE STRUT EAVE STRUCTURAL OPTIONAL SOFFIT PANEL PG1 ALL CONNECTIONS 1/2" X 1 1/2" A325 BOLTS (49080) TYPICAL U.N. A A SECTION A-A PIGGYBACK CANOPY MAIN FRAME COLUMN OR RAFTER GCB- CLIP (WELDED) PIGGYBACK CANOPY EXTENSION SEE FRAME CROSS SECTION FOR DIM. BL MAIN BUILDING EAVE STRUT MAIN BUILDING EAVE STRUT AT RAKE EXTENSION GCE- CLIP (BOLTED) NOTES: ** EAVE STRUCTURAL CONN. 1/2" X 1 1/4" THIN HD A307 BOLT. ** ** (55307) USED TO ATTACH TA- TO EAVE STRUCTURAL AT 2'-0" O.C. *1/4"-14 X 1 1/4" STRUCT FSNR REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.08/19/14 00 RSV002 BOLT ON CANOPY ALL PURLIN DEPTHS - LOW EAVE *TRIM ANGLE MAIN BUILDING EAVE STRUT EAVE STRUCTURAL OPTIONAL SOFFIT PANEL MAIN FRAME COLUMN OR RAFTER CANOPY SEE FRAME CROSS SECTION FOR DIM.BL * TRIM ANGLE ONLY REQUIRED WHEN CALLED FOR ON THE ERECTION DRAWINGS. BOLT ON CANOPY BEAM TOP OF PURLIN 1/2" x 1 1/2" A325 BOLT (TA-) REV. DATE:REV. NO. A A BL SEE FRAME CROSS SECTION FOR DIM. PIGGYBACK CANOPY EXTENSION EAVE STRUCTURAL PIGGYBACK CANOPY MAIN BUILDING EAVE STRUT GCB- CLIP MAIN FRAME COLUMN OR RAFTER OPTIONAL SOFFIT PANEL GCB- CLIP (WELDED) OR SECTION A-A MAIN BUILDING EAVE STRUT PG1 (WELDED) MAIN BUILDING EAVE STRUT AT RAKE EXTENSION GCE- CLIP (BOLTED) EAVE AT FLOATING ROOF PANEL PG1 REV. DATE:REV. NO. ** ** ALL CONNECTIONS 1/2" X 1 1/2" A325 BOLTS (49080) TYPICAL U.N. NOTES: **EAVE STRUCT. CONN. 1/2" X 1 1/4" A307 THIN HD BOLTS (096336). REV. DATE:REV. NO.REV. DATE:REV. NO.11/20/17 01 RSV003 PIGGYBACK CANOPY ALL PURLIN DEPTHS - HIGH EAVE 1 1/2" EAVE STRUCTURAL ** ** ROOF SECONDARY SED'S (b) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 22 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:182/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.08/19/14 00 RSV004 BOLT ON CANOPY ALL PURLIN DEPTHS - HIGH EAVE MAIN BUILDING EAVE STRUT EAVE STRUCTURAL OPTIONAL SOFFIT PANELMAIN FRAME COLUMN OR RAFTER CANOPY SEE FRAME CROSS SECTION FOR DIM.BL BOLT ON CANOPY BEAM TOP OF PURLIN A325 BOLT 1/2" x 1 1/2" EAVE AT FLOATING ROOF PANEL 1 1/2" EAVE STRUCTURAL TOP OF PURLIN ROOF SECONDARY SED'S (c) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 23 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:202/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval 1 JTG1 2 PG1 3 GFA206 Part Mark Key 1 2'-0" 2 3'-0" 3 1" 4 2'-6" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail G233 00208CS240241500 0.0730 8 1/2"BRR052, WS01G2, WS20F2 G234 00208ZS250241700 0.0600 8 1/2"10 1/2"BRR052, WS01G3, WS20F2 G339 08Z23116172200 0.0600 8 1/2"1'-4 1/2"WS12A2, WS12J2, WS01G3, BRR052 G350 08Z250541722B0 0.0600 8 1/2"1'-4 1/2"BRR052, WS01G3 G366 08C2205615CD00 0.0730 8 1/2"WS12A2, WS12J2, BRR052, WS01G2 G367 08Z231161722B0 0.0600 8 1/2"1'-4 1/2"WS12A2, WS12J2, BRR052, WS01G3 G402 08Z2205417DD00 0.0600 8 1/2"WS12A2, WS12J2, WS01G2, WS01AV, BRR052 G403 08Z2205417DDB0 0.0600 8 1/2"WS01G2, BRR052, WS01AV G428 00108CS2408615B0 0.0730 8 1/2"WS12A2, WS12J2, WS01G2, WS20F2, BRR052 G429 00108ZS2408615B0 0.0730 8 1/2"WS12A2, WS12J2, WS01G3, WS20F2, BRR052 G483 00608ZS200721600 0.0680 8 1/2"WS12A2, WS12J2, WS01G2, BRR052, WS01AV H20 00108JS1800016 0.0680 8 1/2"WS20F9 J33 00208JS1610215 0.0730 8 1/2"WS20F9, WS20F2, WS20B2, WS20B8 Bracing Part Schedule Part Qty Length Detail 07RS3404 1 34'-4"BR01G2 07RS3307 1 33'-7"BR01G2 Id Qty Mark No Spacing 1 35 CPBB050108 5'-0" 2 3 CPBB020108 2'-0" 3 2 CPBB030108 3'-0" 4 4 CPBB040108 4'-0" 5 22 0544015 0'-0" Secondary Bracing Schedule Shape Name = CP, Wall = 1 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\24 SECONDARY ELEVATION AT 1.dwg 2/14/2023 12:49:04SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SECONDARY ELEVATION AT 1 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 24NTS 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. SECONDARY ELEVATION AT 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 4 1 1 1 3 1 3 1 2 1 1 1 2 1 1 1 2 1 1 1 3 3 3 3 3 3 3 3 3 1W1B31W1B2 1 1 1W1B1 2 2 2 2 22 1W1B0 1 1 B CL D CL E CL BL F BL A 2' stem2' stem MBCI PBC 24g 0 7 R S 3 3 0 7 07R S 3 4 0 4 14 ' - 0 " 118'-0"4 3 2 1 3@ 5 ' - 0 " 7' - 2 " G483 G367(Typ.) G366 G403 G350 G350 G234 G233 G403 G350(Typ.) J3 3 J3 3 H20 G402 G339 G339 G429 G428 22'-6"22'-6"22'-6"22'-6" 31 ' - 0 " 27 ' - 3 " 90'-0" PERMIT SET - For Building Dept. Approval Bracing Member Schedule I d Part Description Length Vert. Clear SBX001 3P 8" x 1/4" flg - 0.1345" x 9" web 26'-4 13/16" Rod, Strut, and Misc. Connection Bolts I d Qty Grade Bolt Diam.Bolt Length PartNo 1 4 A325 3/4"2 1/2"0097284 1 1'-0" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail G70 08C2705413AD00 0.0880 8 1/2"WS12A2, WS12J2, BRR052, WS01G2 G71 08Z3005417A4B0 0.0600 8 1/2"2'-10 1/2"WS12A2, WS12J2, BRR052, WS01G3 G72 08Z3005413A4B0 0.0880 8 1/2"2'-10 1/2"WS12A2, WS12J2, BRR052, WS01G3 Bracing Part Schedule Part Qty Length Detail 10RU2406 2 24'-6"BR02K1 Id Qty Mark No Spacing 1 24 CPBB050108 5'-0" 2 8 0544015 0'-0" Secondary Bracing Schedule Shape Name = CP, Wall = 2 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\25 SECONDARY ELEVATION AT A (a).dwg 2/14/2023 12:48:52SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SECONDARY ELEVATION AT A (a) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 25NTS 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. SECONDARY ELEVATION AT A 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1W2B21W2B1 CL 2 CL CL BL 1 BL 3 2' stem MBCI PBC 24g 10R U 2 4 0 6 10RU2 4 0 6 5' - 1 " 3@ 5 ' - 0 " 7' - 2 " G72 G71(Typ.) G70 G71(Typ.) G70 126'-6"26'-6"1 27 ' - 3 " 55'-0" SBX001 SBX003 SBX002 5' - 0 " PERMIT SET - For Building Dept. Approval Rod, Strut, and Misc. Connection Bolts I d Qty Grade Bolt Diam.Bolt Length PartNo 1 2 A325 3/4"2 1/2"0097284 1 PG1 2 G460(Typ.) 3 VCC05003100 4 GFA206 Part Mark Key 1 4'-0 15/16" 2 11 1/16" 3 2'-9 7/16" 4 2'-2 9/16" 5 3'-10" 6 9 3/8" 7 2'-0" 8 6" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail G189 08C2205416DD00 0.0680 8 1/2"FS25F1 G238 00308CS2205615B0 0.0730 8 1/2"BRR052, WS01G2, WS20E2 G239 00408ZS2205615B0 0.0730 8 1/2"WS14A2, WS20E2 G394 08C2205412DD00 0.0980 8 1/2"WS12A2, WS12J2, FS25F1 G423 08C2205416DD00 0.0680 8 1/2"FS25F1 G431 00508ZS2205612B0 0.0980 8 1/2"WS14A2, WS20E2 G460 JCP051040 0.0600 8 1/2"WS12A2, WS12J2, WS20E2, BRR052 G490 00308ZS200421300 0.0880 8 1/2"WS12A2, WS12J2, FS25G1, BRR052 G491 08Z2203213GGB0 0.0880 8 1/2"FS25G1 G493 08Z2209213DDB0 0.0880 8 1/2"WS12A2, WS12J2, BRR052 G500 00708ZS200421100 0.1130 8 1/2"WS12A2, WS12J2, BRR052, FS25G1 H21 00308JS2000014 0.0790 8 1/2"WS20J9 J40 00108DS2610214 0.0790 8 1/2"WS20E2, WS20B2, WS20B8 J44 00208DS2610214 0.0790 8 1/2"WS20E2, WS20B2, WS20B8 Bracing Part Schedule Part Qty Length Detail 3BSB1909314 2 20'-3 3/8"BR15J1 3BSB2002614 1 20'-8 3/4"BR15J1 3BSF2104714 1 21'-10 7/8"BR15J1 07RS3003 2 30'-3"BR01G2 3BSB2105214 2 21'-11 1/4"BR15J1 07RS2400 1 24'-0"BR01G2 07RS2403 1 24'-3"BR01G2 3BSB2104714 1 21'-10 7/8"BR15J1 3BSB1909414 1 20'-3 1/2"BR15J1 Id Qty Mark No Spacing 1 12 CPBB050108 5'-0" 2 1 CPBA230514 23'-6 1/4" 3 1 CPBA220806 22'-8 3/4" 4 1 CPBA211012 21'-11 1/8" 5 1 CPBB010810 1'-7 1/8" 6 1 CPBB020604 2'-4 3/4" 7 1 CPBB030312 3'-2 1/4" 8 1 CPBB040108 3'-11 7/8" 9 14 0544015 0'-0" Secondary Bracing Schedule Shape Name = CP, Wall = 3 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\26 SECONDARY ELEVATION AT 3 (a).dwg 2/14/2023 12:49:24SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SECONDARY ELEVATION AT 3 (a) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 26NTS 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. SECONDARY ELEVATION AT 3 1 1 11 8 7 6 5 4 3 2 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 open 2 1W3B31W3B21W3B1 3 3 3 1 1 1 1 B CL D CL E CL BL A BL F 2' stem MBCI PBC 24g 3BSB2105214 07R S 2 4 0 3 07RS24 0 0 0 7 R S 3 0 0 3 07R S 3 0 0 3 3BSF2104714 24 ' - 0 " 820'-0"7 6 5 4 3 2 1 2@ 5 ' - 0 " 7' - 2 " G500 G493 G491 G394G189 G431 G239 G239 G238 G423 G490 2 G189 J4 4 J4 0 H21 22'-6"22'-6"22'-6"22'-6" 27 ' - 3 " 31 ' - 0 " 90'-0" 1 G490 1 PERMIT SET - For Building Dept. Approval 1 G116(Typ.) 2 JTG1 3 PG1 4 GFA106 Part Mark Key 1 1'-0" 2 3'-10" 3 2'-6" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail G116 JCP051110 0.0600 8 1/2"WS12A2, WS12J2, BRR052 G160 08C0408417AG00 0.0600 8 1/2"WS12A2, WS12J2, WS20F2 G193 08Z3105417A5B0 0.0600 8 1/2"3'-10 1/2"WS12A2, WS12J2, BRR052, WS01G3 G318 00508CS070541700 0.0600 8 1/2"WS12A2, WS12J2, WS20F2 G358 00608CS210261700 0.0600 8 1/2"BRR052, WS01G2, WS20E2, WS20F2 G371 00808ZS2005616B0 0.0680 8 1/2"1'-4 1/2"WS20E2, BRR052, WS01G3 G458 08Z2705414AD00 0.0790 8 1/2"1'-10 1/2"WS12A2, WS12J2, BRR052, WS01G2 G462 00108BB270541300 0.0880 8 1/2"WS12A2, WS12J2, WS01GA, WS01G8, BRR052, WS01GB Secondary Part Schedule Mark Part Thick.Depth Lap Detail H22 00408JS0600017 0.0600 8 1/2"WS20F9 H23 00608JS0611617 0.0600 8 1/2"BRR052, WS01G2, WS20J9 J41 00508JS1110217 0.0600 8 1/2"WS20F9, WS20F2, WS20B2, WS20B8 J43 00708JS2610214 0.0790 8 1/2"WS20F9, WS20F2, WS20B2, WS20B8 J46 00308DS2610211 0.1130 8 1/2"WS20E2, WS20B2, WS20B8 P23 08Z3105412A5B0 0.0980 8 1/2"3'-10 1/2"WS12A2, WS12J2, BRR052, WS01G3 Bracing Part Schedule Part Qty Length Detail 06RT2809 1 28'-9"BR02K1, BR01G2 06RT2810 1 28'-10"BR01G2, BR02K1 Id Qty Mark No Spacing 1 25 CPBB050108 5'-0" 2 4 CPBC050306 5'-0" 3 4 0544015 0'-0" Secondary Bracing Schedule Shape Name = CP, Wall = 4 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\27 SECONDARY ELEVATION AT F.dwg 2/14/2023 12:50:39SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SECONDARY ELEVATION AT F 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 27NTS 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. SECONDARY ELEVATION AT F 2 1 1 1 2 1 1 1 2 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 3 3 1W4B2 2 1W4B2 3 3 1W4B1 3 3 3 3 3 3 3 3 3333 222 1W4B0 CL 2 CLCL BL 3 BL 1 2' stem2' stem MBCI PBC 24g 06 R T 2 8 1 0 06RT 2 8 0 9 24 ' - 0 " 8' - 6 " 8' - 6 " 17'-0"19'-6"36'-0"8'-0"6'-0"5'-0" 2 4@ 5 ' - 0 " 7' - 2 " J4 3 G371(Typ.) G358 H23 G462 J4 6 G458 G193 G193 P23 G318G160 J4 1 J4 1 J4 1 J4 1 H22H22 1 126'-6"26'-6"1 31 ' - 0 " 55'-0" PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D 45'-0" 16 ' - 6 " 24 ' - 0 " A BL D BL SECONDARY ELEVATION AT 3 SECONDARY ELEVATION AT 3 (b) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 28 CP Storage 11.1.22 2023.1NTS KPT 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 = CP, Wall = 5 11:55:262/13/2023 PERMIT SET - For Building Dept. Approval Bracing Member Schedule I d Part Description Length Vert. Clear SBX002 3P 6" x 1/4" flg - 0.1345" x 9" web 20'-11" Rod, Strut, and Misc. Connection Bolts I d Qty Grade Bolt Diam.Bolt Length PartNo 1 2 A325 3/4"2 1/2"0097284 1 1'-0" 2 4'-4" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail G361 08C2105416BD00 0.0680 8 1/2"WS12A2, WS12J2, BRR052, WS01G2 G362 08Z2205417B1B0 0.0600 8 1/2"10 1/2"WS12A2, WS12J2, BRR052, WS01G3 G77 08C1911417AD00 0.0600 8 1/2"WS12A2, WS12J2, BRR052, WS01G2 G78 08Z2011417A1B0 0.0600 8 1/2"10 1/2"WS12A2, WS12J2, BRR052, WS01G3 G79 08C1911417DDB0 0.0600 8 1/2"BRR052, WS01G2 G80 08Z211141711B0 0.0600 8 1/2"10 1/2"BRR052, WS01G3 Bracing Part Schedule Part Qty Length Detail 12RU2305 2 23'-5"BR02K1 Id Qty Mark No Spacing 1 7 CPBB050108 5'-0" 2 7 0544015 0'-0" Secondary Bracing Schedule Shape Name = CP, Wall = 6 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\29 SECONDARY ELEVATION AT A (b).dwg 2/14/2023 13:04:13SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SECONDARY ELEVATION AT A (b) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 29NTS 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. SECONDARY ELEVATION AT A 11 1111111 1W6B31W6B21W6B1 CL 5 CL 4 CL CL BL 3 BL 6 2' stem MBCI PBC 24g 1 2 R U 2 3 0 5 12R U 2 3 0 5 2 5' - 0 " 7' - 2 " G362 G361 G80 G79 G78 G77 20'-0"20'-0"19'-0"1 16 ' - 6 " 60'-0" SBX002 SBX001SBX004 PERMIT SET - For Building Dept. Approval 1 VCC07003090 2 JTG1 3 PG1 4 G116(Typ.) 5 GFA206 6 GFA106 Part Mark Key 1 2'-0" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail G116 JCP051110 0.0600 8 1/2"WS12A2, WS12J2, WS20F2, BRR052 G251 00908CS2311416B0 0.0680 8 1/2"WS12A2, WS12J2, BRR052, WS20F2 G411 00908ZS2311416B0 0.0680 8 1/2"WS12A2, WS12J2, BRR052, WS20F2 G473 08Z2208417Q2B0 0.0600 8 1/2"1'-4 1/2"WS12A2, WS12J2, WS01G3, BRR052 G487 01408ZS090101700 0.0600 8 1/2"10 1/2"WS12A2, WS12J2, WS04C2, BRR052, WS01G3 H20 00108JS1800016 0.0680 8 1/2"WS20F9 J29 00808JS1610216 0.0680 8 1/2"WS20F9, WS20F2, WS20B2, WS20B8 J33 00208JS1610215 0.0730 8 1/2"WS20F9, WS20F2, WS20B2, WS20B8 Bracing Part Schedule Part Qty Length Detail 03RT2411 1 24'-11"BR01G2, BR02K1 03RT2611 1 26'-11"BR01G2, BR02K1 Id Qty Mark No Spacing 1 3 CPBB050108 5'-0" 2 3 0544015 0'-0" Secondary Bracing Schedule Shape Name = CP, Wall = 7 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\30 SECONDARY ELEVATION AT 6.dwg 2/14/2023 13:02:35SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SECONDARY ELEVATION AT 6 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 30NTS 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. SECONDARY ELEVATION AT 6 111 6 6 6 5 5 1W7B1 12 12 1W7B0 1 3 3 3 3 33 21 21 C CL BL A BL D 2' stem MBCI PBC 24g 0 3 R T 2 6 1 1 03R T 2 4 1 1 14 ' - 0 " 118'-0"1 6' - 1 0 " 2@ 5 ' - 0 " 7' - 2 " G487 G411 G251 G473 4 J2 9 J3 3 H20 23'-0"22'-0" 16 ' - 6 " 24 ' - 0 " 45'-0" PERMIT SET - For Building Dept. Approval 1 VCC05003100 Part Mark Key 1 1'-0" 2 1'-10" Dimension Key Secondary Part Schedule Mark Part Thick.Depth Lap Detail G364 08C1911417DD00 0.0600 8 1/2"WS12A2, WS12J2, WS01G2, BRR052 G365 08Z2011417D1B0 0.0600 8 1/2"10 1/2"WS12A2, WS12J2, BRR052, WS01G3, WS14A2 G77 08C1911417AD00 0.0600 8 1/2"WS12A2, WS12J2, BRR052, WS01G2 G78 08Z2011417A1B0 0.0600 8 1/2"10 1/2"WS12A2, WS12J2, BRR052, WS01G3 G79 08C1911417DDB0 0.0600 8 1/2"BRR052, WS01G2 G80 08Z211141711B0 0.0600 8 1/2"10 1/2"BRR052, WS01G3 Bracing Part Schedule Part Qty Length Detail 05RS3006 2 30'-6"BR01G2 Id Qty Mark No Spacing 1 24 CPBB050108 5'-0" 2 8 0544015 0'-0" Secondary Bracing Schedule Shape Name = CP, Wall = 8 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\Anmolina\OneDrive - BlueScope\Documents\Angel Molina\VP 22-025991-01\perm\31 SECONDARY ELEVATION AT D.dwg 2/14/2023 13:04:23SAVE DATE:SAVE TIME:LAST SAVED BY:anmolina MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. SECONDARY ELEVATION AT D 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 31NTS 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. SECONDARY ELEVATION AT D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1W8B31W8B21W8B1 1 1 1 CL 5 CL 4 CLCL BL 6 BL 3 2' stem 0 5 R S 3 0 0 6 05 R S 3 0 0 6 2 3@ 5 ' - 0 " 7' - 2 " G78(Typ.) G77 G80(Typ.) G79 G365(Typ.) G364 119'-0"20'-0"20'-0" 24 ' - 0 " 60'-0" MBCI PBC 24g PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO. WEB ROD COLUMN OR BEAM WEB REINFORCEMENT PLATE (IF PRESENT) MAY BE SHOP WELDED ON EITHER SIDE OF THE WEB. REV. DATE:REV. NO. DESCRIPTION/PART NO DIAM NUT 95321 95230 95233 95235 95237 95238 95239 A B WASHER 543334 543335 543336 ROD HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDE HEX NUT WASHER "A" WASHER "B" HILLSIDE WASHER REV. DATE:REV. NO.08/02/17 04 BR01G2 ROD BRACE WEB SLOT ASSEMBLY 3/8" 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" 3/8" FLAT WASHER (96408) 1/2" FLAT WASHER (95872) 5/8" FLAT WASHER (95945) 3/4" FLAT WASHER (95946) 7/8" FLAT WASHER (95947) 1" FLAT WASHER (95948) 1 1/8" FLAT WASHER (95949) 1 1/8" FLAT ROUND WASHER (95949) 1" FLAT ROUND WASHER (95948) 3/4" FLAT ROUND WASHER (95946) 1/2" BEVEL SQUARE WASHER (46040) REV. DATE:REV. NO.06/23/11 03 BR02K1 ROD BRACING CLEVIS ASSEMBLY REV. DATE:REV. NO. SIDE OF THE FRAME WEB. WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE WHEN PART MARK IS ACCOMPANIED BY (2). CROSS SECTION IS NOT ACCOMPANIED BY (2). ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB FLANGE BRACE REQUIREMENTS: SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CENTER OF THE BUILDING. WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME RULE#5- RULE#3- RULE#4- RULE#2- RULE#1- FLANGE BRACE (GFB-) OR (HFB-) ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. BRACE C BRACEFRAME SECONDARY MEMBER ROOF FLANGE BRACE WILL TYPICALLY CONNECT TO THE WEB OF THE FRAME MEMBER. **** ALTERNATE CONNECTIONS CLIP REQ'D W/ THICK FLANGES LOCATION LOCATION FIELD NOTE REV. DATE:REV. NO.05/08/18 02 BR06AE TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN THE BUILDER WILL HAVE TO FIELD REAM-OUT THE 9/16" DIAM. HOLE IN THE SECONDARY MEMBERS TO 13/16" DIAM. HOLES. (FOR THE 12MDB_ FLANGE BRACE WITH A 3/4" X 2 1/2" A325 BOLT WHEN REQUIRED.) 2" REV. DATE:REV. NO. FLANGE BRACE (GFB-) OR (HFB-) ROOF/WALL SECONDARY MEMBER (MAY BE INSET) 3" RETARDER INSULATION VAPOR DETAIL BELOW 2" (2)WBBC2 CLIPS SEE ALTERNATE CONNECTIONS CLIP REQ'D W/ THICK FLANGES INSULATION VAPOR RETARDER 1/2" x 1 1/2" A325 BOLT (TYP) (8) 1/4"-14 1 1/4" 3/4" WITH HARDENED WASHER (095872) AGAINST PURLIN REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.10/24/17 05 BR06K3 ROOF/WALL FLANGE BRACING PURLIN/GIRT WITH INSULATION VAPOR RETARDER KMA1 CLIP (55307) *IMPORTANT: DURING ERECTION, TEMPORARILY INSTALL WBBC2 CLIP TO KMA1 CLIP WITH (2) HOLES TO KEEP FRAME STABLE. WHEN LINER IS INSTALLED, REMOVE WBBC2, INSTALL LINER, THEN REINSTALL WBBC2 W/ (8) SDS AS SHOWN. DO NOT REUSE CENTER HOLES. 1/4-14x1 1/4" SDS IN CENTER BRACE LOCATION BRACE LOCATIONBOLTS CL FRAME CL BOLTS CL REV. DATE:REV. NO. PRIMARY FRAMEPORTAL FRAME (2 OR 4) A325 BOLTS NOTES: FIELD DRILL 9/16" FOR FLANGE BRACE CONNECTIONS. HOLES IN PRIMARY AND PORTAL FRAME WEBS1 FROM BOLTING PLATE @ BEAM C. DRILL 9/16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2"2 L 1 (49080) TYP. A-325 BOLT 1/2" x 1 1/2" 2 2" CL FLANGE BRACE REQUIREMENTS: PORTAL COLUMN DEPTH FLANGE BRACE > 24" & < 36" > 36" HFB4106 HFB6032 < 24" HFB3060 REV. DATE:REV. NO.03/17/16 03 BR12J1 PORTAL FRAME DETAIL CONNECTION TO FRAME REV. DATE:REV. NO.06/23/11 01 BR15J1 STRUT BRACING GAGE STRUT ON WALL FOR LOCATIONS AND PART MARKS SEE ERECTION DRAWINGS BRACE STRUT (GAGE) COLUMN _BSB__ BRACE ROD STANDARD HARDENED WASHERS ARE REQUIRED OVER FAYING SURFACES MUST BE PAINT FREE. IF PAINT SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE CONNECTIONS REMOVE WITH LIGHT GRINDING. IS FOUND ON FAYING SURFACES IN SLOTTED ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK SEE DRAWINGS FOR SIZES AND QUANTITIES STRUT CONNECTION BOLTS CLEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) NUMBERS AND QUANTITIES. REV. DATE:REV. NO.06/23/11 01 BR15JC WALL STRUT BRACING THREE-PLATE STRUT IN WALL COLUMN BRACE STRUT BRACE ROD LOCATIONS, PART MARKS AND BOLT QUANTITIES AND SIZES SEE ERECTION DRAWINGS FOR CLEVIS PIN W/ COTTER PIN (SEE ERECTION DWGS) STANDARD HARDENED WASHERS ARE REQUIRED OVER FAYING SURFACES MUST BE PAINT FREE. IF PAINT SLIP CRITICAL AND MUST BE FULLY PRE TENSIONED. WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE CONNECTIONS REMOVE WITH LIGHT GRINDING. IS FOUND ON FAYING SURFACES IN SLOTTED ALL SLOTS. SEE ERECTION DRAWINGS FOR MARK NUMBERS AND QUANTITIES. REV. DATE:REV. NO.09/04/13 00 BRR002 CHANNEL BRACE CLUSTER LOCATION INTERIOR BAY WITH FRAMED OPENING OR END BAY (1) GIRT CHANNEL SEE SECONDARY WALL DRAWINGS FOR BRACE REQUIREMENTS. - INSTALL BRACES AT THIS CLUSTER LOCATION. - DO NOT INSTALL BRACES AT THIS CLUSTER LOCATION. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: - GIRTS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING CHANNEL BRACES. - INSTALL BRACES WORKING FROM THE LOWEST GIRT TOWARD THE EAVE. STANDARD NOTES: (2) GIRT CHANNEL (4) GIRT CHANNEL - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER CL INT. FRAME CL BRACE BRACES BRACES O [ PROVIDED THEY ARE ALIGNED FROM TOP TO BOTTOM IN A GIVEN BAY. 5"3"TYPICAL CLUSTER (3) GIRT CHANNEL BRACES END BAY OR INTERIOR BAY END FRAME WITH OR WITHOUT FRAMED OPENING OR CL INTERIOR FRAME NEAREST THE CENTER OF THE FRAMED OPENING WHEN AN INTERIOR BAY REV. DATE:REV. NO.09/04/13 00 BRR003 CHANNEL BRACE CLUSTER LOCATION INTERIOR BAY GIRTS 5"3"TYPICAL CLUSTER SEE SECONDARY WALL DRAWINGS FOR BRACE REQUIREMENTS. - INSTALL BRACES AT THIS CLUSTER LOCATION. - DO NOT INSTALL BRACES AT THIS CLUSTER LOCATION. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: - GIRTS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING CHANNEL BRACES. - INSTALL BRACES WORKING FROM THE LOWEST GIRT TOWARD THE EAVE. STANDARD NOTES: - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER O [ PROVIDED THEY ARE ALIGNED FROM TOP TO BOTTOM IN A GIVEN BAY. (1) GIRT CHANNEL (2) GIRT CHANNEL (4) GIRT CHANNEL INT. FRAME CL INT. FRAME CL BRACE BRACES BRACES INTERIOR BAY REV. DATE:REV. NO. TO SECURE CHANNEL BRACE. USE WEB A WEB ENDING CLIP, A DROP PIN, AND A RETAINING WASHER CHANNEL BRACES THAT END AT A GIRT WEB, BUT DO NOT HAVE TABS ERECTION NOTE: (2) 1/4-14 x 1 1/4" PER BRACE (55307) STRUCT. SCREWS WEB ENDING CLIP (544015) (1) 1/4" X 6 1/4" DROP PIN (097556) 01/28/16 01 BRR004 CHANNEL BRACE ENDING AT GIRT WEB WEB ENDING CLIP ATTACHMENT GIRT WEB RETAINING WASHER (97629) RETAINING WASHER (97629) CHANNEL BRACE (CPB-) USE WHEN CHANNEL BRACE DOES NOT THE SLOTS IN THE WEB. LINE UP WITH USE WHEN CHANNEL BRACE DOES IN THE WEB. LINE UP WITH THE SLOTS GIRT WEB POSITION BOTH TABS OUTSIDE OR BOTH TABS INSIDE OF FLANGES POSITION BOTH TABS OUTSIDE OR BOTH TABS INSIDE OF FLANGES REV. DATE:REV. NO. ERECTION NOTE: WHEN A DROP PIN CONNECTION CANNOT BE USED, BEND THE CHANNEL BRACE TABS TOWARD THE GIRT WEB AND USE A CHANNEL BRACE (CPB-) GIRT 09/04/13 00 BRR005 CHANNEL BRACE ENDING AT GIRT WEB SELF-DRILLER WITH BENT TABS WEB SELF-DRILLER (55307) TO ATTACH EACH TAB. USE WHEN CHANNEL BRACE DOES THE SLOTS IN THE WEB. NOT LINE UP WITH USE WHEN CHANNEL BRACE DOES IN THE WEB. LINE UP WITH THE SLOTS (2) 1/4-14 x 1 1/4" STRUCT. SCREWS (55307) REV. DATE:REV. NO. ERECTION NOTE: DROP PIN IS LOCATED BELOW GIRT. INSTALL PIN FROM NON-FLANGE SIDE OF GIRT AND INSTALL RETAINING WASHER. 01/28/16 01 BRR006 CHANNEL BRACE SPLICE AT GIRT INTERMEDIATE LOCATION CHANNEL PURLIN BRACE (CPB-) (TYP.) RETAINER WASHER (97629) UNDER SIDE OF GIRT WEB GIRT WEB (097556) (TYP. PER EACH END) RETAINING WASHER (97629) FLANGE (1) 1/4" x 6 1/4" DROP PIN POSITION BOTH TABS OUTSIDE OR BOTH TABS INSIDE OF FLANGES REV. DATE:REV. NO.01/28/16 01 BRR008 SINGLE GIRT - CHANNEL BRACE ATTACHMENT AT BASE LB BUILDING LINE MASONRY (ANCHOR (BY OTHERS) FLOOR LINE OR TOP OF WALL (1) 1/4" X 6 1/4" DROP PIN (097556) CHANNEL BRACE (CPB-) WEB ENDING CLIP (544015) RETAINING WASHER (97629) FLANGE POSITION BOTH TABS OUTSIDE OR BOTH TABS INSIDE OF FLANGES FIELD SLOT THE SIDEWALL GIRT AT INSET GIRT CONDITION VARIES WALL BRACE ROD GIRT SUPPORT CHANNELS (IF PRESENT) REV. DATE:REV. NO. NOTE: MAXIMUM 2" X 4" SLOT. DO NOT CUT INTO GIRT FLANGE. REV. DATE:REV. NO.09/10/20 00 BRR052 INSET GIRTS WITH BRACE RODS FIELD WORK BRACE SLOT WALL SECONDARY SED'S (a) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 32 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:302/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO.07/01/09 00 EN51B1 SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS FEET DEPTH SHAPE INCHES EIGHTHS LENGTH GAGE (millimeters) 10 = 10" 07 = 7" 08 = 8 1/2" 11 = 11 1/2" DEPTH ADJUST. CODES E = LOW EAVE STRUT Z = ZEE C = CEE H = HIGH EAVE STRUT SHAPE 13 = 0.088 11 = 0.113 12 = 0.098 14 = 0.079 GAGE 17 = 0.060 15 = 0.073 16 = 0.068 REV. DATE:REV. NO.07/01/09 00 EN51B2 SPECIAL SECONDARY PART MARK KEY COMMON GENERATED MARK NUMBERS FEET DEPTH SHAPE INCHES EIGHTHS LENGTH GAGE (millimeters) 10 = 10" 07 = 7" 08 = 8 1/2" 11 = 11 1/2" DEPTH ADJUST. CODES ES = LOW EAVE STRUT ZS = ZEE HS = HIGH EAVE STRUT SHAPE 13 = 0.088 11 = 0.113 12 = 0.098 14 = 0.079 GAGE 17 = 0.060 15 = 0.073 16 = 0.068 COUNTER BB = BACK TO BACK CEE CS = CEE FB = FACE TO BACK CEE FF = FACE TO FACE CEE REV. DATE:REV. NO.01/31/13 01 EN51B3 SECONDARY BUNDLE LOCATION KEY ALL SECONDARY DEPTHS CANOPY (C)/PARTITION(P)/ BUILDING SHAPE BAY NUMBER 1 R 1 B 3 THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY ERECTION DRAWING PART MARK W C ROOF(R)/WALL(W) NUMBER P REV. DATE:REV. NO.07/01/09 00 EN53F1 PURLIN AND GIRT SIZES 8 1/2" 216mm 8 1 / 2 " 2 1/2" 48 LIP 2 5/8" 2 1/2"2 5/8" REV. DATE:REV. NO.07/01/09 00 FS25F1 FACADE TOP GIRT CONNECTION STRUCTURAL FRAMING FACADE COLUMN FACADE TOP GIRT 1/4" FAC A D E C O L U M N OUTSIDE VERTICAL FACADE FACE OF 2" 3" BL LC 1/4" 3 1/2" 3 3/4" A A SECTION A-A (2) PG1 CLIP REV. DATE:REV. NO.07/01/09 00 FS25G1 FACADE INTERMEDIATE GIRT. STRUCTURAL FRAMING FACADE COLUMN FACADE INTERMEDIATE GIRT REV. DATE:REV. NO.08/11/14 04 RS03J1 ANTI-ROLL PURLIN CLIPS WHEN REQUIRED BY DESIGN BAY SP A C E BAY SP A C E CFRAME RAFTER 7" OR 8 1/2" REFER TO ERECTION DRAWINGS FOR ALL CLIP MARK NUMBERS SECTION "A" A A L PURLIN 8 1/2"7" PURLIN PC27 ARC1 PURLINS SECTION "A" PURLIN 8 1/2" 7" PURLIN EPC2 EPC3 WELDED CLIP BOLTED CLIP AND LOCATIONS. REV. DATE:REV. NO.09/16/14 01 WS01AV GIRT CONN. AT COLUMN OUTSET SIMPLE ZEE W/ NESTED CEE C COLUMN A A AT THIRD POINTS STRUCT FSNR (55307) NOTE: BEFORE FASTENING THE CEE MEMBER TO THE ZEE COMMON INSIDE CORNER TO ASSURE A TIGHT FIT. MEMBER, BE SURE TO CLAMP THE CEE AND ZEE AT THE FSNR AT THIRD POINTS (55307) SECTION A - A GIRT CLIP (GCA052060) (WELDED) (GCD052060) (BOLTED) CEE GIRT DEPTH THAN ZEE GIRT. IS 1 1/2" LESS 1 1/2" 4" 1/4-14 x 1 1/4" 1/4 " REV. DATE:REV. NO.07/01/09 00 WS01G2 GIRT CONN. AT COLUMN OUTSET SIMPLE GIRTS REV. DATE:REV. NO.01/20/11 01 WS01G3 GIRT CONN. AT COLUMN OUTSET CONTINUOUS GIRT REV. DATE:REV. NO.02/04/21 02 WS01G8 GIRT CONN. AT COLUMN OUTSET FACE TO BACK CEE (STANDARD) CEE TO GIRT ATTACHMENT REFER TO SED BR07H_ FOR FLANGE BRACE MAY BE SHOP GIRT CLIP (GCD052060) WELDED (GCA052060) 1/4 " 1/4 " CL FACE TO BACK CEE GIRT MEMBER REV. DATE:REV. NO.11/15/16 02 WS01GA GIRT CONN. AT COLUMN OUTSET BACK TO BACK BACK TO BACK CEE GIRT MEMBER WELDED (GCA052060) GIRT CLIP (GCD052060) MAY BE SHOP TO GIRT ATTACHMENT REFER TO SED BR07H_ FOR FLANGE BRACE 1/4 " 1/4 " CL REV. DATE:REV. NO.02/04/21 02 WS01GB GIRT CONN. AT COLUMN OUTSET FACE TO BACK (FLIPPED) CEE FACE TO BACK CEE GIRT MEMBER WELDED (GCA052060) GIRT CLIP (GCD052060) MAY BE SHOP TO GIRT ATTACHMENT REFER TO SED BR07H_ FOR FLANGE BRACE 1/4 " 1/4 " CL REV. DATE:REV. NO.07/23/13 01 WS04C2 GABLE GIRT CONN. TO RAKE BEAM OUTSET GIRTS 1'-0" O R GABLE GIRT CLIP C RAKE BEAM RAKE BEAM 1/ 4 " GIRT CEE GIRT SIMILAR OUTSET GIRT ZEE GIRT SHOWN 1'-3" 1'-3" AT 10" & 11 1/2" GIRTS 1'-0" AT 7" & 8 1/2" GIRTS (GC18-) AT 7", 8 1/2" & 10" GIRT (GC20-) AT 11 1/2" GIRT L BL WALL SECONDARY SED'S (b) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 33 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:312/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO.04/05/17 03 WS12A2 GIRT CONN. AT CORNER COLUMN ANY OUTSET GIRT AT EW, ANY GIRT AT SW 1/4" BL C FRAME SIDEWALL GIRT CORNER COLUMN CORNER GIRT CLIP (VCC-) BL (GFA-) W/ (2) 55307 GIRT FILLER ANGLE CEE GIRT SIMILAR ZEE GIRT SHOWNZEE GIRT SHOWN CEE GIRT SIMILAR ENDWALL GIRT DIM A 1'-3" AT 10" & 11 1/2" GIRTS 1'-0" AT 7" & 8 1/2" GIRTS NOTE: FIELD NOTCH ENDWALL GIRT FLANGE WHEN CORNER COLUMN FLANGE INTERFERES WITH ENDWALL GIRTS. (BOLTED) (WELDED) (PG1) (GC1) AT 7" GIRT (PG1) (GC1) AT 8 1/2" GIRT (GCD_) (GCA_) AT 10" GIRT (GCD_) (GCA_) AT 11 1/2" GIRT GIRT CLIP DIM A: OR GREATER FOR SPECIAL FRAME SETBACKS. GIRT GIRT DEPTH 1'-0 1/4" AT 11 1/2" SW GIRT 9 1/4" AT 7" SW GIRT 9 1/4" AT 8 1/2" SW GIRT 1'-0 1/4" AT 10" SW GIRT REV. DATE:REV. NO.11/14/11 01 WS12J2 CORNER GIRT CONN. AT WIDE FLG ANY OUTSET GIRT AT EW, ANY OUTSET GIRT AT SW BL REV. DATE:REV. NO.04/24/12 01 WS14A2 GIRT INSIDE CORNER CONNECTION WITHOUT COLUMN REV. DATE:REV. NO.11/30/15 03 WS20B2 JAMB TO GIRT SINGLE OR DOUBLE JAMB, ANY ZEE GIRT PG1 CLIP = 3 3/4" AT 7", 8 1/2", 10" GIRTS SECTION A-A DOUBLE JAMB CONNECTION PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS BL JAMB CAN BE 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT. ALIGN JAMB AND GIRT AT BL. CAN BE USED W/ 8 1/2" GIRT) (ONLY EXCEPTION: 11 1/2" JAMB SDS (55307) LOCATED APPROX AS SHOWN. OF CLIP OR HOLES. SCREW SPACING NOT NO CLOSER THAN 3/8" FROM EDGE LESS THAN 3/4" APART. FOR FO'S UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" OPTION DIAMETER HOLES IN ZEE GIRT A325 BOLT (49080) TO ATTACH JAMB (2) 1/2" X 1 1/2" FIELD LOCATE AND DRILL (2) 9/16" ZEE GIRT BL A A(JAMB SUPPORT GIRT) G I R T E L E V A T I O N S E E S E C T I O N B E L O W (2) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) JAMB, SINGLE OR DOUBLE REV. DATE:REV. NO.07/01/09 00 WS20B8 JAMB BASE ATTACHMENT SINGLE OR DOUBLE JAMB MAX CONCRETE FSNR AT 24" O.C. (BY BUILDER)BASE MEMBER JAMB BASE CLIP (PG1) 1/2" ANCHOR RODS WTH JAMB, SINGLE OR DOUBLE 3" EQ U A L EQ U A L 1 1/4" SECTION A-A FRAME D OPENIN G HARDENED WASHER (2) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) SECOND CEE ON A DOUBLE JAMB IS HELD BACK 6" FROM EACH END OF MAIN JAMB. JAMB CAN BE 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT ALIGN JAMB AND GIRT AT BL. DOUBLE JAMB CONNECTION REV. DATE:REV. NO.07/01/11 01 WS20E2 GIRT TO JAMB DOUBLE JAMB BL BL JAMB CAN BE 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT ALIGN JAMB AND GIRT AT BL. REV. DATE:REV. NO.07/21/15 04 WS20F2 GIRT TO JAMB SINGLE JAMB SECTION A-A A A DIM. A BL SINGLE JAMB BL CEE GIRT SIMILAR ZEE GIRT SHOWN 3 1/4" AT 7", 8 1/2", 10" JAMB 6 1/4" AT 11 1/2" JAMB DIM. A JTG3 7" 8 1/2" 10" 11 1/2" 7" 8 1/2"10"11 1/2" JTG6 JTG1 JTG5 JTG4 JTG2 JTG2 JAMB DEPTH GI R T D E P T H GIRT CLIP (SEE CHART) GIRT TO JAMB CLIP JAMB CAN BE 1 1/2" DEEPER THAN THE JAMB SUPPORT GIRT. (2) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) (2) 1/2" X 1 1/2" A325 BOLT (49080) JTG7 ALIGN JAMB AND GIRT AT BL. CAN BE USED W/ 8 1/2" GIRT) (ONLY EXCEPTION: 11 1/2" JAMB REV. DATE:REV. NO.07/01/09 00 WS20F9 HEADER TO JAMB ANY HEADER, ANY SINGLE JAMB BL (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) REV. DATE:REV. NO.07/01/09 00 WS20J9 HEADER TO JAMB HEADER TO JAMB BL BL (2) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) WALL SECONDARY SED'S (c) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 34 CP Storage 11.1.22 2023.1NTS KPT 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. 11:55:332/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval Covering Schedule Id Qty Start Length Qty Stagger Length Type Gage OP Fin.Color #2 14 30'-11"13 35'-11"SSR 24 2 G TD #3 14 35'-4"13 35'-4"SSR 24 2 G TD #4 14 24'-5 7/8"13 19'-5 7/8"SSR 24 2 G TD #1 1 3'-2 3/4"PR 26 1 G TD #5 16 28'-11 1/2"16 33'-11 1/2"SSR 24 2 G TD #6 16 23'-0 7/8"16 18'-0 7/8"SSR 24 2 G TD Oper. Code:2=SQ, SQ Oper. Code:1=SQ, SQ Finish:G=Galvalume Color:TD=Standard Color Trim Schedule Id Parts Color Details T1 (10)RFR10-130, (10)RHC010, (10)RHS10 Match Roof Color RC03A2, RC15A2, RC52A1, RCV104, RCV106, WC52A2 T2 RKF10, STC10A Cool Dark Bronze RC30B4, RS10R1 T3 GRA10, TA12, EG122, SET05A, (2)STR2 Not Applicable RC03B1, RC39A3, RCV010, RCV324 T4 (2)5CE75, CP510 Not Applicable RC38R1 T5 HCP0R, MCC1 Cool Dark Bronze RC50H3 T6 BS1, FPRF1, GGC2, MCC1 Cool Dark Bronze RC38N1 1 1'-7 3/4" Starter Panel (Cut Dim. = 1'-8 3/4") 2 2'-0" Starter Panel (Cut Dim. = 2'-1") 3 1'-0" Starter Panel (Cut Dim. = 1'-1") Ice Damming Conditions Exist Dimension Key Shape Name = CP, Shape = CP, Shape = CP, Shape = CP, Shape = CP JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\35-CP Storage 11.1.22_ROOF COVERING PLAN.dwg 2/14/2023 13:15:50SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. ROOF COVERING PLAN 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 35NTS 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. BL 654 BL 32 BL 1 BLF E D C B BLA ROOF COVERING PLAN 18 ' - 0 7 / 8 " 23 ' - 0 7 / 8 " 33 ' - 1 1 1 / 2 " 28 ' - 1 1 1 / 2 " T6 T5 T4 T4 T3 T2 T1 19 ' - 5 7 / 8 " 24 ' - 5 7 / 8 " 35 ' - 4 " 35 ' - 4 " 35 ' - 1 1 " 30 ' - 1 1 " (32)#6 (32)#5 3 2 60'-0" 45 ' - 0 " #1 (27)#4 (27)#3 (27)#2 11 55'-0" 90 ' - 0 " PERMIT SET - For Building Dept. Approval Trim Schedule Id Parts Color Details T1 (1.7)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T2 (3.1)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 Shape Name = CP, Wall = 1 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\36-CP Storage 11.1.22_COVERING ELEVATION AT 1.dwg 2/14/2023 11:27:08SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT 1 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 36NTS 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. COVERING ELEVATION AT 1 T2T1 BL F BL A 2' stem2' stem MBCI PBC 24g 47'-0"18'-0"25'-0" 2' - 0 " 31 ' - 0 " 27 ' - 3 " 90'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight , and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval Trim Schedule Id Parts Color Details T1 (3.7)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T2 5CE75, (2)CP510, DN1, (4)DST1 Not Applicable RC38P1 Shape Name = CP, Wall = 2 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\37-CP Storage 11.1.22_COVERING ELEVATION AT A (a).dwg 2/14/2023 11:27:34SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT A (a) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 37NTS 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. COVERING ELEVATION AT A T2T2 T1 BL 1 BL 3 2' stem MBCI PBC 24g 2' - 0 " 27 ' - 3 " 55'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight , and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval Trim Schedule Id Parts Color Details T1 (1.5)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T2 RFR10-130, RHS10, 560598 Match Roof Color RC15A2, RC80E2, RC80E3, RC80G1, RC80G4, RCV031, WC15A1, WCV009 T3 (0.1)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T4 (2.5)BWA0207, (5)BWT110, (5)NLTB10, 3CS2103R, (15)CSA2102R, (2)CSA2042R, CSA1020R, 3CS1006R, (5)RFR10-130, (3)RHM200007, (5)RHS10, (3)TA10, 560598 Match Roof Color RC15A2, RC80E2, RC80E3, RC80G1, RC80G4, RCV031, WC15A1, WCV009 1 2'-0" Dimension Key Shape Name = CP, Wall = 3 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\38-CP Storage 11.1.22_COVERING ELEVATION AT 3 (a).dwg 2/14/2023 11:29:25SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT 3 (a) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 38NTS 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. COVERING ELEVATION AT 3 T4 T3 T2 T1 open 2 BL A BL F 2' stem2' stem MBCI PBC 24g 45'-0"23'-0"20'-0"1 2' - 0 " 27 ' - 3 " 31 ' - 0 " 90'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight, and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval Trim Schedule Id Parts Color Details T1 (0.3)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T2 (0.5)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T3 (1.5)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T4 (0.1)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 1 1'-0" Dimension Key Shape Name = CP, Wall = 4 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\39-CP Storage 11.1.22_COVERING ELEVATION AT F.dwg 2/14/2023 11:29:56SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT F 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 39NTS 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. COVERING ELEVATION AT F T4T3T2T1 BL 3 BL 1 2' stem2' stem2' stem2' stem MBCI PBC 24g 17'-0"22'-0"6'-0"8'-0"6'-0"5'-0" 2' - 0 " 31 ' - 0 " 55'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight, and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval Shape Name = CP, Wall = 5 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\40-CP Storage 11.1.22_COVERING ELEVATION AT 3 (b).dwg 2/14/2023 11:30:29SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT 3 (b) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 40NTS 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. COVERING ELEVATION AT 3 open BL D BL A MBCI PBC 24g 24 ' - 0 " 16 ' - 6 " 45'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight, and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval Trim Schedule Id Parts Color Details T1 (4)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 Shape Name = CP, Wall = 6 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\41-CP Storage 11.1.22_COVERING ELEVATION AT A (b).dwg 2/14/2023 11:30:46SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT A (b) 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 41NTS 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. COVERING ELEVATION AT A T1 BL 3 BL 6 2' stem MBCI PBC 24g 2' - 0 " 16 ' - 6 " 60'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight, and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval Trim Schedule Id Parts Color Details T1 (0.1)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 T2 (1.7)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 1 2'-0" Dimension Key Shape Name = CP, Wall = 7 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\42-CP Storage 11.1.22_COVERING ELEVATION AT 6.dwg 2/14/2023 11:31:19SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT 6 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 42NTS 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. COVERING ELEVATION AT 6 T2T1 BL A BL D 2' stem2' stem MBCI PBC 24g 25'-0"18'-0"1 2' - 0 " 16 ' - 6 " 24 ' - 0 " 45'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight, and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval Trim Schedule Id Parts Color Details T1 (4)BG2415 Standard Color WSR065, EN52A1, ENV003, RC00A1, WC01A9, WC04G1, WS27B2, WS27D2 Shape Name = CP, Wall = 8 JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. FILENAME: C:\Users\mbarrios\OneDrive - BlueScope\Desktop\All\Orders\Permit Drawings\22-025991-01-Titan Steel LLC\CAD Files\43-CP Storage 11.1.22_COVERING ELEVATION AT D.dwg 2/14/2023 11:26:58SAVE DATE:SAVE TIME:LAST SAVED BY:MValdepena MO D I F I E D I N A U T O C A D VPC VERSION: VP Buildings 3200 Players Club Circle Memphis TN 38125DTHIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. COVERING ELEVATION AT D 2023.1 Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM KPT 43NTS 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. COVERING ELEVATION AT D T1 BL 6 BL 3 2' stem MBCI PBC 24g 2' - 0 " 24 ' - 0 " 60'-0" Note to Panel Suppliers: Wall Panels NOT by VP BUILDINGS must provide structural support to VP Buildings' Secondary Framing. These panels must have a positive attachment to V-P Secondary Framing capable of resisting roll forces, sag loads, and lateral buckling. Wall panels NOT by VP Buildings must resist all Seismic, Wind Pressure, and Wind Suction Loads as required by the specified Building Code. In addition, Vertical Loads from dead weight of panels, Framing weight , and weight from windows, louvers, equipment, etc. must be carried by the Wall Panels to the Foundation. It is the responsibility of the Contractor and Architect/Project Engineer to coordinate compatibility between VP Buildings products and the Wall Panels not furnished by VP. PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO.01/29/21 04 EN01B2 SSR SEAMING GUIDELINES RIB AND SEAM PROFILE 3" R I B H E I G H T 4 3/4" HOLD FULLY TUCKED SEAM MUST BE TIGHTNESS. FAILURE TO PROPERLY SEAM THE JOINT MAY RESULT IN IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER SEAM PREMATURE FAILURE OF PANELS AND/OR SECONDARY MEMBERS UNDER UPLIFT OR DOWNWARD LOADING CONDITIONS. 24" PANEL MODULE24" PANEL MODULE CLOTH IMMEDIATELY BEFORE SEAMING THE PANEL. THIS STEP WILL DRAMATICALLY BEFORE SEAMING, IT IS IMPORTANT TO WIPE THE SEAM CLEAN WITH SOAPY REDUCE THE CHANCE OF MARRING THE SEAMS AT THE CLIP LOCATIONS. 0.38" MAX. (HEAVY CLIP) 0.32" MAX. (STANDARD CLIP) REV. DATE:REV. NO.11/17/17 01 EN52A1 PR ROOF & PR/RPR WALL PANELS 12" 36" COVERAGE 1" SURFACE EXTERIOR SMOOTH TYP. 2 31/32"BEARING EDGE 1 3/16" TYP.TYP. O = OPERATION C = FIN/COLOR G = GAGE E = EIGHTHS I = INCHES F = FEET CODE PR WALL PANEL MARK NO.: W F F I I E G G O C C C LENGTH PR ROOF PANEL MARK NO.: R F F I I E G G O C C C CODE LENGTH PR RIDGE PANEL MARK NO.: P F F I I E G G O C C C LENGTH CODE TYP.TYP.1 3/16" 2 31/32" TYP. SMOOTH EXTERIOR SURFACE 1" 36" COVERAGE 12" PANEL RIB ROOF AND WALL PANEL (PR) RPR WALL PANEL LENGTH RPR WALL PANEL MARK NO.: R R F F I I E G G O C C C CODE REV. DATE:REV. NO.07/01/09 00 EN52D1 STANDING SEAM ROOF PANELS (SSR) APPLIED SEALANT 3" 1 7/8" 1 1/8" SMOOTH EXTERIOR SURFACE 24" COVERAGE 2 3/8"2 3/8" FACTORY SSR ROOF PANEL MARK NO.: S F F I I E G G O C C C F = FEET I = INCHES E = EIGHTHS C = FIN/COLOR O = OPERATION LENGTH G = GAGE CODE REV. DATE:REV. NO.01/30/14 00 ENV001 ROOF INSTALLATION GUIDE - SSR ROOF PANEL INSTALLATION GUIDE REQUIRED FOR THIS PROJECT: VARCO PRUDEN BUILDINGS SSR ROOF INSTALLATION The Field Guide for correctly storing and installing a VP Buildings Standing Seam Roof System BACK COVER: 4005 SSR INSTALLATION REFER TO: REV. DATE:REV. NO. PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: VARCO PRUDEN BUILDINGS BASIC PANELS & ACCESSORIES The field guide for correct installation of Varco Pruden's Wall and Roof Systems, Tuff-Lites, BACK COVER: 4003 BASIC PANELS AND ACCESSORIES REFER TO: Wallites, Doors, Windows, Gutters and Trim. REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.01/30/14 00 ENV003 BASIC PANEL AND ACCESSORIES CONTAINS: PR ROOF - WALLS: PR, RPR, VR REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.11/18/20 00 ENV012 SSR PANEL CLIP (STANDARD CLIP) PROFILE AND MARK NUMBERS *NOTE: CLIP BASES WILL BE STAMPED SHORT, MED, TALL, OR X-TALL. TOP VIEW FRONT VIEW SSR PANEL CLIP TAB CLIP BASE CL I P H E I G H T CLIP TABS WILL BE STAMPED 3" ( R I B H E I G H T ) 5 1/2" 1 1 1 / 1 6 " TO INDENTIFY STANDARD CLIPS. 7 1/2" SHORT MEDIUM TALL FIXED SLIDING 560824 X-TALL FIXED SLIDING FIXED SLIDING FIXED SLIDING CLIP TYPE & MARKCLIP HEIGHT 5" 4 1/2" 4" 3 1/2" 560826 560828 560830 560832 560834 560836 560838 FIXED CLIPS WILL HAVE PAINTED CLIP TABS. REV. DATE:REV. NO.07/01/09 00 RC00A1 NOTES REV. DATE:REV. NO. APPLY SEALANT BOTH OVER AND UNDER CLIP TAB AT SSR CLIP LOCATIONS SSR RIB MALE HEM SSR PANEL CLIP 3/16" BEAD OF NON-SKINNING TUBE SEALANT (025392) NOTE: ADDITIONAL SEALANT SHOULD BE APPLIED TO ALL SSR EAVES, ROOF CURBS AND AREAS ADJACENT TO WALL TO ROOF, ROOF HEIGHT CHANGES AND STEPPED ROOF EXPANSION JOINTS. IT IS RECOMMENDED THAT AREAS ADJACENT TO ROOF HEIGHT CHANGES COVER AT LEAST 3 SIDELAPS WITH THE SEALANT. *(S E E N O T E ) BELOW WALL TO ROOF AREA ROOF HEIGHT CHANGE AREA, OR FULL LENGTH ADJACENT TO* 10' MIN DIST. FOR PANELS 20' MIN. DIST. AT LOW EAVE, SEE THE SSR ERECTION GUIDE FOR ADDITIONAL INFORMATION REV. DATE:REV. NO.09/19/16 02 RC03A2 SSR PANEL SIDELAP ADDITIONAL WEATHERSEAL AT ICE DAMMING COND. REV. DATE:REV. NO. 3/16" x 1/4" TAPE MASTIC CONT. (025390) ANTI-CAPILLARY BEAD ROOF STITCH FSNR PURLIN BEARING EDGE SEE FOR STD FASTENER PATTERN FOR UL90 FASTENER PATTERN FOR ICE DAMMING FASTENER RC04B1 RC04B3SEE SEE RC04B2 FOR UL90/ICE DAMMINGSEE RC04B4 FASTENER PATTERN REV. DATE:REV. NO. PATTERN DETAILS QUALIFY FOR AIR INFILTRATION/WATER PENETRATION RATED ASSEMBLIES. REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.06/26/19 05 RC03B1 PANEL RIB ROOF-STANDARD PANEL SIDELAP 12-14 x 1 1/4" ROOF STRUCT FSNR * * WHEN BLANKET INSULATION IS GREATER THAN 4" USE 12-14 x 1 1/2" 1/4-14 x 7/8" REV. DATE:REV. NO. START PANEL DIMENSION 1/4-14 x 1 1/4" STRUCT FSNR (55307) 1'-0" O.C. ROOF HEIGHT CHANGE MEMBER (RHM-) FASCIA RETAINER (RFR10) FIELD BEND 1" LIP ON SSR PANEL W.P. BOTTOM OF ROOF PANEL TOP OF PURLIN ROOF HEIGHT CHANGE PANEL SUPPORT (RHS-) THERMAL BLOCK TAPER AS REQ'D SSR PANEL CLIP FSNR (55307) 2 PER PURLIN FSNR (56104) 2 PER JOIST or 12-24 x 1 1/2" STRUCT 1/4-14 x 1 1/4" STRUCT REV. DATE:REV. NO.06/26/19 06 RC15A2 SSR AT ROOF HEIGHT CHANGE THERMAL BLOCK * *DIM CLIP HEIGHT (562043) 2 1/4" 1 3/4"TALL XTALL AT RIDGE AND EAVE BL REV. DATE:REV. NO.06/26/19 02 RC30B4 PANEL RIB ROOF RAKE TRIM ALL PURLINS WITH SOFFIT 7 7 / 8 " 3/16" x 1/4" TAPE MASTIC CONT. (025390) 1/4-14 x 7/8" RAKE FASCIA (RKF-) FACE OF WALL PANEL BOTTOM OF ROOF SHEET 1 1/4" SOFFIT PANEL WALL STITCH FSNR STRUCT FSNR RAKE CHANNEL CANOPY RAKE PR, VR OR RPR PARTIAL WALL SOFFIT TRIM (STC_) @ 1'-0" O.C. 1/4-14 x 7/8" WALL STITCH FSNR @ 1'-0" O.C. @ 2'-0" O.C. 12-14 x 1 1/4" WALL MA T C H S I D E W A L L T R I M C O N D I T I O N . FI E L D A D J U S T R A K E T R I M L O C A T I O N A T E A V E . STRUCT FSNR 1'-0" O.C. 12-14 x 1 1/4" ROOF BL REV. DATE:REV. NO.06/26/19 04 RC38N1 EAVE GUTTER CORNER ASSEMBLY ALL SYSTEMS GUTTER CLOSURE (GGC-) FASTEN IN PLACE W/ 10 POP RIVETS BIRD STOP (BS1) FASTEN IN PLACE W/ 4 POP RIVETS EAVE GUTTER (EG-) 1" 45 NOTCH DETAIL A-A A A SEAL INSIDE PERIMETER OF CLOSURE W/ BRONZE TUBE SEALANT (80507)CUT AWAY SHADED AREA 2 1 / 2 " O METAL CORNER CAP MCC1 W/ 8 POP RIVETS RAKE FASCIA (RKF-) PANEL RIB FILLER (FPRF1) FASTEN IN PLACE W/ 4 POP RIVETS REV. DATE:REV. NO.06/26/19 04 RC38P1 DOWNSPOUT ASSEMBLY ALL SYSTEMS EAVE GUTTER (EG-) CUT AND TAB HOLE IN EAVE GUTTER (EG-) SEAL NIPPLE TO GUTTER CONNECTION WITH BRONZE TUBE SEALANT (80507) DOWNSPOUT NIPPLE (DN1) FASTEN IN EAVE GUTTER W/ 8 POP RIVETS DOWNSPOUT (CP510) FASTEN TO DOWNSPOUT NIPPLE W/ 3 POP RIVETS SEE ERECTION DWGS FOR QUANTITY OF DOWNSPOUTS DOWNSPOUT STRAP (DST1) FASTEN TO WALL PANEL WITH WALL STITCH FSNR BEND TAB TO SECURE BOTH HALVES OF STRAP (DST1) TOGETHER 2 STRAPS PER OF DOWNSPOUT DOWNSPOUT ELBOW (5CE75) FASTEN TO DOWNSPOUT W/ 2 POP RIVETS 10' SECTION REV. DATE:REV. NO.06/26/19 04 RC38R1 DOWNSPOUT ASSEMBLY ALL SYSTEMS (WITH CANOPY) EAVE GUTTER (EG-) CUT AND TAB HOLE IN EAVE GUTTER (EG-) SEAL NIPPLE TO GUTTER CONNECTION WITH BRONZE TUBE SEALANT (80507) DOWNSPOUT (CP510) FASTEN TO DOWNSPOUT ELBOW W/ 3 POP RIVETS SEE ERECTION DWGS FOR QUANTITY OF DOWNSPOUTS DOWNSPOUT STRAP (DST1) FASTEN TO WALL PANEL WITH 1/4-14 x 7/8" WALL STITCH FSNR BEND TAB TO SECURE BOTH HALVES OF STRAP (DST1) TOGETHER 2 STRAPS PER OF DOWNSPOUT 10' SECTION DOWNSPOUT ELBOW (TYP) (5CE75) FASTEN TO DOWNSPOUT WITH 2 POP RIVETS DOWNSPOUT NIPPLE (DN1) FASTEN IN EAVE GUTTER WITH 8 POP RIVETS COVERING & TRIM SED'S (a) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 44 CP Storage 11.1.22 2023.1NTS KPT 11:55:532/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO.09/18/19 04 RC39A3 PANEL RIB GUTTER STRAP ATTACHMENT (WITH ICE DAMMING) 2 1/4" 1/4-14 x 7/8" W.P. 3'-0" O.C. ROOF STITCH FSNR 1 PER STRAP (STR2) GUTTER STRAP UNDER EAVE GUTTER (EG-) ROOF PANEL GRA10 ROOF STITCH FSNR 1 PER STRAP AND 1 PER 1'-0" 1/4-14 x 7/8" MASTIC (027893) ON TOP OF GUTTER STRAP ROOF STRUCT FSNR 1 PER STRAP 12-14 x 1 1/4" 1/8" X 1" TAPE ATTACH TO STRUCTRAL EAVE MEMBER REV. DATE:REV. NO. SSR ROOF PANEL WALL TO ROOF TRIM (SWRT-) FASTEN CLOSURE PLUG W/ BLIND RIVETS (097580) AT 0'-3" O.C. CLOSURE PLUG (HCP-) BEHIND CORNER TRIM SEAL W/ GRAY FIELD COPE & TAB CORNER TRIM & RAKE FASCIA TO FIT OVER FLASHING. CAULK WITH SKINNING TUBE SEALANT METAL CORNER CAP MCC1 ATTACH W/BLIND RIVETS SEAL W/SKINN- ING SEALANT BASE OF WALL MEMBER (BWA-) CORNER TRIM (CT-) BASE OF WALL TRIM (BWT-) SKINNING TUBE SEAL RIVET COLOR INFORMATION SEE DWG S-081767 FOR BLIND (097580) REV. DATE:REV. NO.06/26/19 05 RC50H3 WALL TO ROOF TRANS. AT RAKE METAL FLASHING (VIEWED FROM ROOF) RAKE FASCIA (RKF-) REV. DATE:REV. NO.06/26/19 03 RC52A1 ROOF HEIGHT CHANGE FLASHING SSR ROOF (METAL FLASHING) MASTIC CONT. (027893) ROOF HEIGHT CHANGE FLASHING (RHC-) ROOF STRUCT FSNR WITH LOOSE INSULATION DO NOT USE FASTENERS, NON-SKIN. TUBE SEALANT (025392) 6" PANEL STIFFENER (RHS-) (RHC-) FLASHING MUST BE FREE TO MOVE WITH ROOF BOTTOM OF ROOF PANEL BASE OF WALL TRIM (BWT-)FILL VOIDS DOUBLE ROW 6" O.C. 12-14 X 1 1/4" S.S. 5/16" BEAD OF 1/8" X 1" TAPE BL REV. DATE:REV. NO. OF CLOSURE TO 1/8" BLIND RIVET (097580) 2 PER LAP FIELD TRIM LEG PURLIN CLOSURE STRUCT FSNR (097584) 12-14 x 1 1/4" WALL 2 PER CLOSURE (CMA-) 7" PURLIN (CSA-) 8 1/2" PURLIN ALLOW PROPER LAP OF CLOSURES RIDGE C (CNA-) 10" PURLIN (CPA-) 11 1/2" PURLIN SEE COMMON WAREHOUSE DRAWING FOR BLIND RIVET COLOR INFORMATION REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.04/17/17 03 RC80E2 PURLIN CLOSURES RIDGE PURLINS REV. DATE:REV. NO. 1/8" BLIND RIVETS (097580) 4 PER LAP PURLIN CLOSURE STRUCT FSNR (097584) 12-14 x 1 1/4" WALL 2 PER CLOSURE (CSA-) 8 1/2" PURLIN (CPA-) 11 1/2" PURLIN 6" MIN (CMA-) 7" PURLIN (CNA-) 10" PURLIN SEE COMMON WAREHOUSE DRAWING FOR BLIND RIVET COLOR INFORMATION REV. DATE:REV. NO.04/17/17 03 RC80E3 PURLIN CLOSURES PURLIN TO PURLIN REV. DATE:REV. NO. 1/8" BLIND RIVETS (097580) 4 PER LAP PURLIN CLOSURE STRUCT FSNR (097584) 12-14 X 1 1/4" WALL 2 PER CLOSURE (CMA-) 7" PURLIN (CSA-) 8 1/2" PURLIN 6" MIN (-CM-)@ 7" PURLINS @ 8 1/2" PURLINS(-CS-) PURLIN CLOSURE FIELD NOTCH TO FIT EAVE STRUT FLANGE (CNA-) 10" PURLIN (CPA-) 11 1/2" PURLIN (-CN-)@ 10" PURLINS @ 11 1/2" PURLINS(-CP-) 12-14 X 1 1/4" WALL 2 PER CLOSURE REV. DATE:REV. NO. SEE COMMON WAREHOUSE DRAWING FOR BLIND RIVET COLOR INFORMATION STRUCT FSNR (097584) REV. DATE:REV. NO.04/17/17 04 RC80G1 PURLIN CLOSURES EAVE PURLIN TO PURLIN REV. DATE:REV. NO. 1/8" BLIND RIVETS (097580) 6" MIN BL 12-14 x 1 1/4" STRUCT FSNR (097584) (2) PER CLOSURE PURLIN CLOSURE (CMA-) 7" PURLIN (-CS-) @ 8 1/2" PURLINS (-CM-) @ 7" PURLINS EAVE PURLIN CLOSURE FIELD NOTCH TO FIT PURLIN FLANGE (-CN-) @ 10" PURLINS (-CP-) @ 11 1/2" PURLINS (CSA-) 8 1/2" PURLIN (CNA-) 10" PURLIN (CPA-) 11 1/2" PURLIN SEE COMMON WAREHOUSE DRAWING FOR BLIND RIVET COLOR INFORMATION 4 PER LAP REV. DATE:REV. NO.04/17/17 05 RC80G4 PURLIN CLOSURES HIGH EAVE PURLIN SPACE REV. DATE:REV. NO. EAVE GUTTER STRAP (STR2) 3'-0" O.C. 1/4-14 x 7/8" S.S. ROOF STITCH FSNR (097581-) 3'-0" O.C. 3/16" x 1/4" TAPE MASTIC (025390) CONT. ON BOTH SIDES OF CLOSURE 2 1/4" PANEL RIB INSIDE CLOSURE (80130) W.P. 12-14 x 1 1/4" WALL STRUCT FSNR 1'-0" O.C. 1/4-14 x 1 1/4" STRUCT. WALL FSNR SOFFIT PANEL (55307) 1'-0" O.C. INSTALL FSNRS TO SOFFIT RIBS ALIGN UNDER PANEL RIB SOFFIT EAVE TRIM (SET-) (GAD-) WITH 11 1/2" PURLINS 8 1/2" PURLINS (TA-) WITH TRIM ANGLE STRUCT FASTENER WALL STITCH FASTENER 1'-0" O.C. W/O SOFFIT 1/4-14 x 7/8" 1'-0" O.C. W/ SOFFIT, 12-14 x 1 1/4" ATTACHMENT FOR GUTTER STRAP SEE DETAIL RC39A2 OR RC39A3CANOPY WIDTH REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO. EAVE GUTTER (EG-) S.S. ROOF STITCH FSNR. (097581-) 1 PER STRAP AND AT 1'-0" O.C. 1/4-14 x 7/8" REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.09/18/19 02 RCV010 PANEL RIB ROOF W/ EAVE GUTTER AT CANOPY REV. DATE:REV. NO.06/26/19 02 RCV031 ROOF HEIGHT CHANGE FLASHING SSR ROOF (FLEXIBLE FLASHING) FLEXIBLE FLASHING (560598)FILL VOIDS WITH LOOSE INSULATION 3/16" CONT. BEAD OF ADHESIVE SEALANT (TYP) 10" WIDE 12-14 X 1 1/4" S.S. ROOF STRUCT FSNR 30" O.C. AVOID PURLINS (IMMERBOND ADHESIVE) (80531) BL 3/16" CONT. BEAD OF ADHESIVE SEALANT (TYP) (IMMERBOND ADHESIVE - 80531) APPLY ADHESIVE SEALANT IN A CONTINUOUS ZIG ZAG PATTERN FOR LENGTH OF TRIM CONDITION WALL THICKNESS DIM."A" 2" 2 1/2" 3" 3 1/2" 4" 1 1/4" (PR, VR, OR RPR) 3 3/4"(PR OR VR W/ STANCHION) 6 1/4" 6" 5 3/4" 5 1/4" 4 3/4" 4 1/4" 3 1/2" DIM "A" REV. DATE:REV. NO. SSR ROOF PANEL ROOF HGT. CHANGE FLASHING (RHC-) BASE OF WALL ANGLE (BWA-) WALL TO ROOF FLASHING (SWRT-) BASE OF WALL TRIM (BWT-) FIELD BEND TAB OF ONE ROOF HT. CHANGE CLOSURE (HCP-). SEAL INSIDE CORNER WITH SKINNING TUBE SEALANT (016688) AND POP RIVET ROOF HGT. CHANGE CLOSURE (HCP-) INSTALLER NOTE: USE SEALEX SILICONE MATERIAL (SEJ1) AND SEALANT (NOT SHOWN) TO SEAL INSIDE CORNER OVER BOTH HCP CLOSURES. WALL PANELS, CLOSURES AND SEALANTS ARE NOT SHOWN. SEE SED'S FOR ADDTIONAL DETAILS.LAP BWT- TRIM OVER LOWER BWT- TRIM REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.04/26/16 01 RCV104 ROOF STEP O.S. CORNER FLASHING SSR ROOF METAL FLASHING REV. DATE:REV. NO. ROOF HGT. CHANGE FLASHING (RHC-) BASE OF WALL TRIM (BWT-) 1/8" X 1" TAPE MASTIC CONTINUOUS (027893) SSR/SLR II ROOF PANEL 3" TRIM LAP 5/16" BEAD OF NON SKINNING SEALANT (025392) DOUBLE ROW BASE OF WALL ANGLE (BWA-) FASTEN RHC- ENDLAP WITH 1/4-14 X 7/8" S.S. ROOF STITCH FSNR. AS SHOWN SLOP E DO NOT INSTALL FASTENERS THRU FACE OF BWT-. RHC MUST FLOAT WITH ROOF PANEL. (TYPICAL) REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.04/27/16 02 RCV106 ROOF HEIGHT CHANGE TRIM SPLICE SSR/SLR II ROOF METAL FLASHING REV. DATE:REV. NO. LAP EAVE GUTTER 3" AND FASTEN WITH (9) 1/8" POP 3"LAP RIVETS 3/8" CONT. BEAD SKINNING SEALANT (80507) EAVE GUTTER (EG-) REV. DATE:REV. NO.REV. DATE:REV. NO.03/03/15 00 RCV324 TRIM SPLICES EAVE GUTTER SPLICE REV. DATE:REV. NO. ROOF PURLIN REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.05/19/20 04 RCV326 SSR PANEL CLIP ATTACHMENT THERMAL BLOCK INSULATION ON PURLINS 2 PER CLIP FASTENER LOCATIONS BLOCK (562043) 1" THERMAL SSR PANEL CLIP: BLANKET INSTALL XTALL BLANKET INS (2) 1/4-14 x 2"(55309), 5/16" HEX HD (2) 1/4-14 x 1 1/4"(55307), 5/16" HEX HD LESS THAN 6" 6" OR GRTR AT BLANKET INS 6" OR GRTR AT BLANKET INS LESS THAN 6" ENV01*SEE: REV. DATE:REV. NO. 1. FIXED CLIPS ARE MARKED WITH PAINTED TAB FOR EASY IDENTIFICATION SEE ROOF SECONDARY PLAN FOR REQUIRED PURLIN BRACING SSR FIXED PANEL CLIPS: 2. SEE ROOF SECONDARY ERECTION DRAWING FOR PBA- AND CPB- PART MARK NUMBERS AND FIXED CLIP LOCATION. RS03J_ FOR SECONDARY TO FRAME CLIP REQUIRED AT SEE SSR FIXED CLIP LOCATIONS NOTES: REV. DATE:REV. NO.REV. DATE:REV. NO. PURLIN SIMILAR JOIST AND TRUSS PURLINS SHOWN REV. DATE:REV. NO.05/21/20 05 RCV353 SSR FIXED PANEL CLIP BLANKET, T-BLOCK, S-BLOCK, R-BOARD, & BRIDGE PURLIN SHOWN FOR FIXED CLIP LOCATIONS AT ROOF CENTERLINE OR RIDGE. NOTE: FIXED CLIPS AT LOW EAVE STRUT MAY BE REPLACED WITH A FASTENED THRU EAVE PLATE (FEP_). SHORT: RIGID BOARD INSULATION TALL: INSUL. BRIDGE W/ NO T-BLOCK XTALL: INSUL. BRIDGE W/ T-BLOCK X-TALL: T-BLOCK W/ BLANKET INS 6" OR GREATER TALL: T-BLOCK W/ BLANKET INS LESS THAN 6" SHORT: BLANKET INS LESS THAN 6" MED: BLANKET INS 6" OR GREATER MED: SUPERBLOCK W/ UNFACED INS 6" OR LESS ENV01*SEE: COVERING & TRIM SED'S (b) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 45 CP Storage 11.1.22 2023.1NTS KPT 11:55:542/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval VPC VERSION: FILENAME: JOBNO DATE DRAWN/CHECK PAGE BUILDER CUSTOMER LOCATION PROJECT BUILDERS PO# DATEREV BY DESCRIPTION VP BUILDINGS VARCO PRUDEN VP Buildings 3200 Players Club Circle Memphis TN 38125 A BlueScope Steel Company a division of BlueScope Buildings North America, Inc. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. D REV. DATE:REV. NO. CLEAN ALL MATING SURFACES TO BE WEATHER SEALED. REMOVE FABRICATING OILS, RAIN, SNOW, ICE, DEW, DUST AND DIRT PRIOR TO APPLICATION OF MASTICS AND SEALANTS. TAPE MASTIC (97662) 5/16" BEAD OF NON SKINNING TUBE SEALANT (025392) 3"3"3 1/2"4" UPPER PANEL LOWER PANEL INSTALL (7) 12-14 X 1 1/4" S.S. ROOF STRUCT FSNR IN DIMPLES ON PANEL 4 3/8" TYP. 1" LAP 1 " 1 " (LEFT TO RIGHT SHOWN) LEFT TO RIGHT OR PANEL MAY BE ERECTED RIGHT TO LEFT REV. DATE:REV. NO. PANEL STIFFENER FSNR (97659) AT EA RIB TO SUPPORT PANEL STIFFENER TRUSS HEAD STRUCT USE #8-18 X 1/2" 2 1 / 2 " REV. DATE:REV. NO.REV. DATE:REV. NO.06/26/19 05 RCV414 SSR PANEL STAGGERED ENDLAP FASTENER AND MASTIC PATTERN 3/16" X 1" x 28" NON SKINNING TUBE SEALANT (025392) CONTINUOUS OVER LAP 5/16" x 2" BEAD OF REV. DATE:REV. NO. FOR FASTENER & MASTIC LOCATION RCV414SEE 4 " E N D L A P PANEL STIFFENER SSR CLIP 5/16" x 2" BEAD OF NON-SKINNING TUBE SEALANT (025392) CONT. OVER LAP TAPE MASTIC (97662) PANEL MAY BE ERECTED (LEFT TO RIGHT SHOWN) RIGHT TO LEFT LEFT TO RIGHT OR 3" 3" 5/16" x 2" BEAD OF NON-SKINNING TUBE SEALANT (025392) PURLIN (JOIST AND TRUSS PURLIN SIMILAR) REV. DATE:REV. NO.REV. DATE:REV. NO. 3/16" X 1" x 28" REV. DATE:REV. NO.06/26/19 03 RCV475 SSR STAGGERED PANEL ENDLAP PLAN VIEW EA. SIDE (97659) #8-18 x 1/2" REV. DATE:REV. NO. SEE FOR MASTIC AND FASTENER PATTERNS RCV414 OF MAS T I C 1/2" TO E D G E LAP PANEL ROOF UPPER (025392) TUBE SEALANT NON-SKINNING 5/16" BEAD OF STIFFENER PANEL (OPTIONAL) STRIP MODULE PANEL ROOF LOWER TO END O F P A N E L 4" FACTORY NOTCH-TYP. ALL PANELS REV. DATE:REV. NO. 7" 11" REV. DATE:REV. NO.06/26/19 03 RCV526 SSR PANEL STAGGERED ENDLAP ON PURLINS TAPE MASTIC (97662) 3/16" X 1" X 28" SSR PANEL CLIP REV. DATE:REV. NO.07/01/09 00 RS10R1 PR ROOF RAKE CHANNEL TO PURLIN ALL PURLIN DEPTHS (ALL WALL PANEL) BL DO NOT FASTEN. PURLIN MUST BE FREE TO ROLL REV. DATE:REV. NO. BASE ANGLE (BA-) SHOWN, MAY BE CONCRETE FASTENER 24" O.C. (BY OTHERS) 1/2" FINISH FLOOR OR TOP OF CURB WALL BASE GIRT (BG-), NOTE: A CONC. FSNR. MUST BE LOCATED LESS THAN 6" FROM EACH END OF THE BASE MEMBER. OR CONCEALED BASE (CBA) CBA1 BG- LINER PANEL RIB INSIDE CLOSURE PANEL RIB (80130) VEE RIB (80360) WALL PR, VR OR RPR WALL STRUCT FSNR 12-14 x 1 1/4" RPR (80140) REV. DATE:REV. NO.06/26/19 05 WC01A9 BASE OF WALL ATTACHMENT SQUARE CUT PR, RPR & VR * * USE 12-14 x 1 1/2" FSNR IF THE INSULATION THICKNESS IS GREATER THAN 4" 1 PER 12" @ RPR 2 PER 12" @ PANEL RIB 1 PER 12" @ VEE RIB APPLY SEALANT (BY OTHERS) CONTINUOUSLY BL REV. DATE:REV. NO. PANEL SIDELAP 12-14 x 1 1/4" WALL STRUCT FSNR. 2 PER 12" BASE MEMBER EAVE OR RAKE MEMBER INTERMEDIATE WALL GIRT 2 PER 12" FSNR. WALL STRUCT 12-14 x 1 1/4" 1 PER 12" FSNR. 12-14 x 1 1/4" WALL STRUCT AT INT GIRTS * * ** * *** USE 12-14 x 1 7/8" FSNR AT THE GIRTS AND USE 12-14 x 1 1/2" FSNR AT THE BASE/EAVE IF INSULATION THICKNESS IS GREATER THAN 4" REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.06/26/19 04 WC04G1 PANEL RIB WALL FASTENER PATTERNS STITCH FSNR. 1 PER SUPPORT AND 1 PER GIRT SPACE 2 FSNRS REQ'D WHEN SPACE EXCEEDS 6'-0" 1/4-14 x 7/8" WALL REV. DATE:REV. NO. BOTTOM OF ROOF SHEET 6" STRUCT FSNR (55307)PURLIN CLOSURE 12-14 x 1 1/4" WALL STRUCT FSNR EXTENDED LINER TRIM (NLT-) @ PR & RPR 1/ 4 " TRIM ANGLE (TA10) ROOF PURLIN SSR ROOF PANEL 2 PER PURLIN (ELT-) @ VR * *INSULATION THICKNESS IS > 4" REV. DATE:REV. NO.REV. DATE:REV. NO.REV. DATE:REV. NO.06/26/19 05 WC15A1 WALL CONN. BELOW RF HT CHG PR, VR OR RPR WALL WITH SSR ROOF USE 12-14 x 1 1/2" FSNR IF 1/4-14 x 1 1/4" WALL 1/4-14 x 7/8" WALL STITCH FSNR 1'-0" O.C. FIELD BEVEL CUT VR & RPR PANELS @ ROOF PITCHES > 2:12 2 PER 12" @ PANEL RIB 1 PER 12" @ VR OR RPR OUTSIDE CLOSURE PANEL RIB (80140) VEE RIB (80362) RPR (80130) (NOT REQD ON PITCHES OVER 2:12) BL 1/ 8 " GA P REV. DATE:REV. NO.09/02/20 06 WC52A2 BASE OF WALL AT RF HT CHANGE PANEL RIB WALL (ICE DAMMING) METAL FLASHING *INSULATION THICKNESS IS > 4" USE 12-14 x 1 1/2" FSNR IF PANEL RIB WALL PANEL MASTIC (025390) CONT EACH SIDE OF CLOSURE S.S. ROOF STRUCT BASE OF WALL TRIM (BWT-), DO NOT USE W.P.BOTTOM OF ROOF PANEL STRUCT FSNR BASE OF WALL ANGLE (BWA-) BL 6" FASTENER. FLASHING (RHC-) MUST BE FREE TO MOVE WITH ROOF ROOF HGT. CHANGE FLASHING (RHC-) * S.S. ROOF STITCH FSNR (097581-) SIDELAP W/ TAPE FOR MASTIC (025390) FOR OF WALL PANEL 6'-0" FROM BASE 3/16" x 1/4" AT 6" O.C. AT 1/4-14 X 7/8" NON-SKINNING TUBE SEALANT (025392) DOUBLE ROW 12-14 x 1 1/4" 5/16" BEAD OF 3/16" x 1/4" TAPE(55307) 4'-0" O.C. 1/4-14 x 1 1/4" 1/8" GAP FSNR 4" O.C. PANEL RIB INSIDE CLOSURE (80130) REV. DATE:REV. NO.06/26/19 03 WCV009 BASE OF WALL AT RF HT CHANGE FLEXIBLE PR, VR & RPR WALL (NON-ICE DAMMING) FLASHING MASTIC (025390) CONT EACH SIDE OF CLOSURE BASE OF WALL TRIM (BWT-) W.P. BOTTOM OF ROOF PANEL STRUCT FSNR (55307) BASE OF WALL ANGLE (BWA-)6" VEE RIB (80360) PANEL RIB (80130) INSIDE CLOSURE 3 PER 12" @ PR WALL STRUCT FSNR 1 PER 12" @ VR 12-14 x 1 1/4" @ PANEL RIB ONLY WALL STITCH FSNR WALL PANEL PR, VR OR RPR VEE RIB/RPR WALL PANEL NOTE: FIELD BEVEL CUT RPR (80140) 1 PER 12" @ RPR 3/16" CONT. BEAD OF ADHESIVE SEALANT (TYP) (IMMERBOND ADHESIVE) (80531) APPLY ADHESIVE SEALANT IN A CONTINUOUS ZIG ZAG PATTERN FOR LENGTH OF TRIM CONDITION. * *THICKNESS IS GREATER THAN 4" USE 12-14 x 1 1/2" FSNR IF INSULATION 4'-0" O.C. 1/4-14 x 1 1/4" 1/ 8 " GA P 3/16" x 1/4" TAPE BL 1/4-14 x 7/8" 3'-0" O.C. REV. DATE:REV. NO.06/11/13 01 WS27B2 BASE GIRT AT COLUMN ALL BASE GIRT DEPTHS BL REV. DATE:REV. NO.REV. DATE:REV. NO.06/13/13 01 WS27D2 BASE GIRT AT CORNER COLUMN ALL BASE GIRT DEPTHS BLBL COVERING & TRIM SED'S (c) Titan Steel Cedarpoint Rexburg, Idaho Cedarpoint Storage CPSTOR1122 22-025991 2/14/2023 AJM 46 CP Storage 11.1.22 2023.1NTS KPT 11:55:562/13/2023 SEDSheet PERMIT SET - For Building Dept. Approval