HomeMy WebLinkAboutPLANS ENGINEERED - 19-00718 - Valleywide Coop - Commercial BuldingJOB #
LOCATION
CUSTOMER
BUILDER
PROJECT
BUILDERS PO#
FILENAME:
DATE
DRAWN / CHECK
PAGE
VP Buildings 3200 Players Club Circle Memphis TN 38125
VPC VERSION:
Codes and Loads
GRADE BA500HOLLOW STRUCTURAL SECTION (HSS)
Standard Erection Details
Special Drawings
Covering
Secondary Structural
Primary Structural
Anchor Rod Plan
Cover Sheet
PAGESDRAWING TITLE
DRAWING INDEX
DESCRIPTIONDATETYPE
DRAWING RELEASE HISTORY
HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS
MATERIALS
GENERAL NOTES
ASTM DESIGNATION
GRADE 50 OR GRADE 80
GRADE 36 OR 50
GRADE 50
GRADE 60
GRADE 55A529, A572, A1011, A1018
A653, A1011
A572, A510
A36, A529, A572, A588, A992
A653, A792CLADDING
HOT ROLLED MILL SHAPES
BRACE RODS
COLD FORMED LIGHT GAGE SHAPES
3 PLATE WELDED SECTIONS
VARCO PRUDEN
VP BUILDINGS
GRADE 50A529, A572, A588, A992HOT ROLLED ANGLES
VP BUILDINGS
VARCO PRUDEN
a division of BlueScope Buildings North America, Inc.
a division of BlueScope Buildings North America, Inc.
R
REVERSALS ON CONNECTIONS.
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE
REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION.
SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE
THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTIONOR CONTACT.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT,
OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES
IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" UNLESS INDICATED OTHERWISE IN
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE
" SNUG-TIGHT" EXCEPT AS FOLLOWS;
ARE ACCEPTABLE.
BRACES.
ERECTION DRAWING DETAILS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS
DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS
PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAYBE 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 MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY
OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITYWORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS 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 MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY
OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITYWORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS 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 ANDDESIGN 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 ANYDESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
Planograph Details
Notes
B
INSPECTION AND TESTING
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT IS
PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY
OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITYWORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS 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 ANDDESIGN 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 ANYDESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR
STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNERSHALL 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 NDTWELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS
AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472
ACCREDITATION.
COVER SHEET
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
Kolby 50x200x20
2019.2
JDH
9:10:5811/25/2019
FOR CONSTRUCTION11/22/2019
11/25/2019 PERMIT SET- For Building Dept. Approval
ANCHOR ROD DRAWINGS REV 0
PERMITS DRAWINGS REV 0
1
1
2
3
4-5
6-16
17-25
26-32
33-36
Reviewed by Designer
JDH, pages 1-32 - 11/25/2019
11/25/2019
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
Codes and Loads
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE.
COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS.
City: Rexburg County: Madison State: Idaho Country: United States
Building Code: 2017 Idaho State Building Code
Building Code
Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hour
Based on Building Code: 2015 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete
Building Risk/Occupancy Category: II (Standard Occupancy Structure)
Collateral Gravity:3.00 psf
Dead and Collateral Loads
Collateral Uplift: 0.00 psf
Wind Load
Wind Speed: Vult: 115.00 (Vasd: 89.08) mph
The 'Envelope Procedure' is Used
Wind Exposure: C - Kz: 0.859
Parts Wind Exposure Factor: 0.859
Wind Enclosure: Enclosed
Topographic Factor: Kzt: 1.0000
NOT Windborne Debris Region
Base Elevation: 0/0/0
Primary Zone Strip Width: 2a: 10/0/0
Parts / Portions Zone Strip Width: a: 5/0/0
Basic Wind Pressure: q: 24.71 psf
Roof Covering + Second. Dead Load: 2.04 psf
Material Dead Weight
Frame Weight (assumed for seismic):2.50 psf
Snow Load
Ground Snow Load: pg: 50.00 psf
Flat Roof Snow: pf: 35.00 psf
Design Snow (Sloped): ps: 35.00 psf
Rain Surcharge: 0.00
Specified Minimum Roof Snow: 35.00 psf (USR)
Exposure Factor: 2 Partially Exposed - Ce: 1.00
Snow Importance: Is: 1.000
Thermal Factor: Heated - Ct: 1.00
Ground / Roof Conversion: 0.70
Roof Live Load: 20.00 psf Not Reducible
Roof Live Load
Seismic Load
Lateral Force Resisting Systems using Equivalent Force Procedure
Mapped MCE Acceleration: Ss: 46.80 %g
Mapped MCE Acceleration: S1: 16.30 %g
Site Class: Stiff soil (D)
Seismic Importance: Ie: 1.000
Design Acceleration Parameter: Sds: 0.4448
Design Acceleration Parameter: Sd1: 0.2334
Seismic Design Category: D
Seismic Snow Load: 7.00 psf
% Snow Used in Seismic: 20.00
Diaphragm Condition: Flexible
Fundamental Period Height Used: 17/11/0
Transverse Direction Parameters
Ordinary Steel Moment Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.2817
R-Factor: 3.50
Overstrength Factor: Omega: 2.50
Deflection Amplification Factor: Cd: 3.00
Base Shear: V: 0.1271 x W
Longitudinal Direction Parameters
Ordinary Steel Concentric Braced Frames
Redundancy Factor: Rho: 1.30
Fundamental Period: Ta: 0.1742
R-Factor: 3.25
Overstrength Factor: Omega: 2.00
Deflection Amplification Factor: Cd: 3.25
Base Shear: V: 0.1369 x W
Roof: A
Office
X
Y
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B CODES AND LOADS
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/22/2019
JDH
2
Kolby 50x200x20
2019.2NTS
FOR CONSTRUCTION
13:51:0511/22/2019
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 severalfactors 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 somedimpling when installed, especially when insulation is installed between panels and secondarysupports. 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 withconcealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layerof 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 tightnessof 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 projectprofessional and contractor are responsible to ensure that primary drains and overflow devicessuch 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 secondaryThe 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 theskylight structural integrity. It is the responsibility of the builder to determine and provide anyadded 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 duringtransportation, 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'sresponsibility to ensure that if a finish coat is being applied over VP shop coat that thepainting 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 andjurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VPinterpretation 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 anyother 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. Occasionalfield work including shimming, cutting, coping, and drilling for final fit-up are considered part oferection. Specified field work and field welding conditions indicated on these drawings shallalso 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. VPbracing is designed for code required loads after building completion and shall not be consideredas adequate erection bracing. See Erection Guide.
EXISTING STRUCTURES
BRACING
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must betaken 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 VPstructure must be designed by a qualified professional to deliver lateral loads to primary framesand 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 accordancewith governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform thewelding 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 forany special welding inspection as required by local jurisdiction. Filler metal shall be70 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 tounload trucks in a safe and timely manner. The Builder will be responsible for all retentioncharges 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 theBill-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 quantitiesbilled on the shipping document if such shortages are not noted on the shipping documents upondelivery 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 todifferential movements, or inadvertently apply loads to the VP structure. VP accepts noresponsibility 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 coderegulations including consideration of, but not limited to, building use and occupancy, all buildingconstruction 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 orrod 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 anyunauthorized 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 toproceeding. All final claims must be submitted to VP Buildings with all supporting documentationwithin 30 days of the building completion. Claims submitted without work authorizations, or after30 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 deflectioncompatibility, special base details, and wall to VP steel connections. All fasteners, sealant andcounter flashing of wall systems are to be provided by contractor. The engineer responsible forthe 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.
(http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx)
Canadian CSA A660 Certifications
Listed under BlueScope Buildings North America, Inc.IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)
Fabricator Approvals
MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00;
Engineering Certifications of Authorization
USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592;
CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134
VP BUILDINGS ACCREDITATIONS AND APPROVALS
City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429;City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289
Listed under BlueScope Buildings North America, Inc.
Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc.IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)
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 typeof commodity stored and the maximum storage height. Signs shall be clearly visible whenbuilding 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 overallproject 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 fromsnow 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 areresponsible for employing a Professional Engineer to review and verify the existing structure for allload effects from the adjacent VP building.
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B ERECTION NOTES
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/22/2019
JDH
3
Kolby 50x200x20
2019.2NTS
FOR CONSTRUCTION
13:51:0611/22/2019
1 1'-0"
Dimension Key
2 1'-6"
3 3'-4" J=8.50
4 6"
5 3'-0"
1 1'-0"
Dimension Key
2 1'-6"
3 3'-4" J=8.50
4 6"
5 3'-0"
<*><*>
<*>
<*><*>
5 0 '-0 "
200'-0"
2 1 '-6 "
2 8 '-6 "
1 0 '-0 "
J =8 .5 0
1 2
3
1 5 '-8 "
3
2 8 '-6 "
2 1 '-6 "
5
3
4 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"4
D1
D1
D2
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D4
D4
D2
ANCHOR ROD PLAN
A B L
B
C B L
1
BL
2 3 4 5 6 7 8 9
BL
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B ANCHOR ROD PLAN
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/22/2019
JDH
4
Kolby 50x200x20
2019.2NTS
FOR CONSTRUCTION
<*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED
BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE
AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED
WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
13:51:0711/22/2019
LOW EAVE
HIGH EAVE
D1 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=1'-0"
Elev.=102'-0"
D2 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=11"
Dim: A=5 1/8"
Elev.=102'-0"
D3 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=1'-1"
Dim: A=1'-0"
Elev.=100'-0"
D4 (4)3/4" Dia. GR36 Anchor Rods
Plate W=8" L=11"
Dim: A=1'-0"
Elev.=102'-0"
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B ANCHOR ROD PLAN - DETAILS
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/22/2019
JDH
5
Kolby 50x200x20
2019.2NTS
FOR CONSTRUCTION
13:51:0811/22/2019
1 6"
Dimension Key
Part
Bracing Part Schedule
Qty Length Detail
03RS3804 4 38'-4"BR01G2
04RS3110 4 31'-10"BR01G2
LOW EAVE
HIGH EAVE
0 3 R S 3 8 0 4
0
3
R
S
3
8
0
4
0 4 R S 3 1 1 0
0
4RS3110
0 3 R S 3 8 0 4
0
3
R
S
3
8
0
4
0 4 R S 3 1 1 0
0
4RS3110
50
'
-
0
"
200'-0"
21
'
-
6
"
28
'
-
6
"
28
'
-
6
"
21
'
-
6
"
1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1
CX001
RB
X
0
0
1
RB
X
0
0
2
CX002
EPX001
CX003CX003
RB
X
0
0
3
RB
X
0
0
4
CX004
CX005CX005
RB
X
0
0
5
RB
X
0
0
6
CX006
CX005CX005
RB
X
0
0
5
RB
X
0
0
6
CX006
CX007CX007
RB
X
0
0
5
RB
X
0
0
4
CX004
CX007CX007
RB
X
0
0
5
RB
X
0
0
4
CX004
CX005CX005
RB
X
0
0
5
RB
X
0
0
6
CX006
CX008CX008
RB
X
0
0
3
RB
X
0
0
6
CX006
CX009
RB
X
0
0
7
RB
X
0
0
8
CX010
EPX002
A BL
B
C BL
1
BL
2 3 4 5 6 7 8 9
BL
PRIMARY AND ROOF BRACING PLAN
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B PRIMARY AND ROOF BRACING PLAN
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
6
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office
10:45:2911/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail
CX001 1 5.0000 .2500 .1345 1'-0"2'-2"17'-2 3/4"367#
RBX001 2 5.0000 .2500 .1345 1'-9"1'-0"23'-0 3/8"395#
3 5.0000 .2500 .1345 1'-0"1'-6"
RBX002 4 5.0000 .2500 .1345 1'-6"1'-0"24'-2 1/2"422#
5 5.0000 .2500 .1345 1'-0"1'-6"
CX002 6 5.0000 .2500 .1345 1'-0"1'-7"11'-9 7/16"215#
EPX001 7 5.0000 .1345 .1345 10"10"13'-4 9/16"73#BR25CA
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 10 F1852 3/4"2 1/4"1/2"3 2 Yes Yes 0097389
B 10 F1852 3/4"2 1/4"1/2"2 3 Yes Yes 0097389
C 12 F1852 3/4"2 1/4"1/2"4 2 Yes Yes 0097389
D 2 A325 3/4"2 1/2"---0097284
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
1 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 2 @ 2'-7 1/16"
5 3'-7 3/4"
Horiz. Clearance between members 1(CX001) and 6(CX002): 44'-10"
Frame Clearances
Vert. Clearance at member 1(CX001): 17'-3"
Vert. Clearance at member 6(CX002): 13'-9 7/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
28'-6"21'-6"
C
BL
A
BL
CL
B
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 1
1
GFB2097
7'
-
2
1
/
4
"
2
3
GF
B
2
0
8
1
GF
B
2
0
6
3
GF
B
2
0
8
4
<
S
>
GF
B
2
0
7
5
<
S
>
GF
B
2
0
5
0
GF
B
2
0
8
1
GF
B
2
0
6
3
GC
1
8
2
0
6
0
4 @ 2'-6"
7 @ 5'-0"
4
1
GFB2081
7'
-
2
1
/
4
"
5'
-
0
"
5
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 1
RBX001
RBX002
C
X
0
0
2
EP
X
0
0
1
A
B
C
D
102'-0"102'-0"102'-0"
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 1
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
7
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 1
10:46:3911/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX003 1 6.0000 .3750 .1345 1'-0"2'-1 9/16"19'-2 11/16"562#
2 6.0000 .3750 .1875 2'-1 9/16"2'-2"
RBX003 3 5.0000 .3750 .1644 2'-2"1'-1"23'-0 3/8"553#
4 5.0000 .3750 .1345 1'-1"1'-11"
RBX004 5 5.0000 .3750 .1345 1'-11"1'-1"24'-2 1/2"578#
6 5.0000 .3750 .1345 1'-1"1'-9 1/4"
7 5.0000 .3750 .1875 1'-9 1/4"1'-10"
CX004 8 6.0000 .3750 .1345 1'-0"2'-0"13'-6"351#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/2"5/8"3 1 Yes Yes 0097390
B 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 0097389
C 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 00973891 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 4 @ 2'-6"
5 2 @ 2'-7 1/16"
6 3'-7 3/4"
Horiz. Clearance between members 1(CX003) and 8(CX004): 44'-5 7/16"
Frame Clearances
Horiz. Clearance between members 2(CX003) and 8(CX004): 44'-5"
Vert. Clearance at member 2(CX003): 16'-10"
Vert. Clearance at member 8(CX004): 13'-6"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
C
BL
A
BL
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 2
1
(2)GFB2097
7'
-
2
1
/
4
"
2
3
(2
)
G
F
B
2
0
9
7
GF
B
2
0
6
3
GF
B
2
0
9
7
GF
B
2
0
9
7
GF
B
2
0
5
0
(2
)
G
F
B
2
0
8
1
ES
B
S
B
ES
B
S
B
4
7 @ 5'-0"
5
1
(2)GFB2097
7'
-
2
1
/
4
"
5'
-
0
"
6
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 3
RBX003
RBX004
C
X
0
0
4
A
B
C
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 2
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
8
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 2
10:48:1411/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX005 1 6.0000 .3750 .1345 1'-0"2'-1 9/16"19'-2 11/16"558#
2 6.0000 .3750 .1875 2'-1 9/16"2'-2"
RBX005 3 5.0000 .3750 .1644 2'-2"1'-1"23'-0 1/2"549#
4 5.0000 .3750 .1345 1'-1"1'-11"
RBX006 5 5.0000 .3750 .1345 1'-11"1'-1"24'-2 1/2"577#
6 5.0000 .3750 .1345 1'-1"1'-9 1/4"
7 5.0000 .3750 .1875 1'-9 1/4"1'-10"
CX006 8 6.0000 .3750 .1345 1'-0"2'-0"13'-6"351#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389
B 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 00973891 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 2 @ 2'-7 1/16"
5 3'-7 3/4"
Horiz. Clearance between members 1(CX005) and 8(CX006): 44'-5 7/16"
Frame Clearances
Horiz. Clearance between members 2(CX005) and 8(CX006): 44'-5"
Vert. Clearance at member 2(CX005): 16'-10"
Vert. Clearance at member 8(CX006): 13'-6"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
C
BL
A
BL
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 3
1
(2)GFB2097
7'
-
2
1
/
4
"
2
3
(2
)
G
F
B
2
0
9
7
GF
B
2
0
6
3
GF
B
2
0
9
7
GF
B
2
0
9
7
GF
B
2
0
5
0
(2
)
G
F
B
2
0
8
1
EA
P
1
ES
B
S
B
EA
P
1
ES
B
S
B
9 @ 5'-0"
4
1
(2)GFB2097
7'
-
2
1
/
4
"
5'
-
0
"
5
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 5
RBX005
RBX006
C
X
0
0
6
A
B
A
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 3
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
9
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 3
10:49:1811/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX005 1 6.0000 .3750 .1345 1'-0"2'-1 9/16"19'-2 11/16"558#
2 6.0000 .3750 .1875 2'-1 9/16"2'-2"
RBX005 3 5.0000 .3750 .1644 2'-2"1'-1"23'-0 1/2"549#
4 5.0000 .3750 .1345 1'-1"1'-11"
RBX006 5 5.0000 .3750 .1345 1'-11"1'-1"24'-2 1/2"577#
6 5.0000 .3750 .1345 1'-1"1'-9 1/4"
7 5.0000 .3750 .1875 1'-9 1/4"1'-10"
CX006 8 6.0000 .3750 .1345 1'-0"2'-0"13'-6"351#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389
B 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 00973891 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 2 @ 2'-7 1/16"
5 3'-7 3/4"
Horiz. Clearance between members 1(CX005) and 8(CX006): 44'-5 7/16"
Frame Clearances
Horiz. Clearance between members 2(CX005) and 8(CX006): 44'-5"
Vert. Clearance at member 2(CX005): 16'-10"
Vert. Clearance at member 8(CX006): 13'-6"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
C
BL
A
BL
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 4
1
(2)GFB2097
7'
-
2
1
/
4
"
2
3
(2
)
G
F
B
2
0
9
7
GF
B
2
0
6
3
GF
B
2
0
9
7
GF
B
2
0
9
7
GF
B
2
0
5
0
(2
)
G
F
B
2
0
8
1
EA
P
1
ES
B
S
B
EA
P
1
ES
B
S
B
9 @ 5'-0"
4
1
(2)GFB2097
7'
-
2
1
/
4
"
5'
-
0
"
5
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 5
RBX005
RBX006
C
X
0
0
6
A
B
A
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 4
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
10
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 4
10:49:5511/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX007 1 6.0000 .3750 .1345 1'-0"2'-1 9/16"19'-2 11/16"558#
2 6.0000 .3750 .1875 2'-1 9/16"2'-2"
RBX005 3 5.0000 .3750 .1644 2'-2"1'-1"23'-0 1/2"549#
4 5.0000 .3750 .1345 1'-1"1'-11"
RBX004 5 5.0000 .3750 .1345 1'-11"1'-1"24'-2 1/2"578#
6 5.0000 .3750 .1345 1'-1"1'-9 1/4"
7 5.0000 .3750 .1875 1'-9 1/4"1'-10"
CX004 8 6.0000 .3750 .1345 1'-0"2'-0"13'-6"351#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389
B 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 00973891 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 2 @ 2'-7 1/16"
5 3'-7 3/4"
Horiz. Clearance between members 1(CX007) and 8(CX004): 44'-5 7/16"
Frame Clearances
Horiz. Clearance between members 2(CX007) and 8(CX004): 44'-5"
Vert. Clearance at member 2(CX007): 16'-10"
Vert. Clearance at member 8(CX004): 13'-6"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
C
BL
A
BL
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 5
1
(2)GFB2097
7'
-
2
1
/
4
"
2
3
(2
)
G
F
B
2
0
9
7
GF
B
2
0
6
3
GF
B
2
0
9
7
GF
B
2
0
9
7
GF
B
2
0
5
0
(2
)
G
F
B
2
0
8
1
ES
B
S
B
ES
B
S
B
9 @ 5'-0"
4
1
(2)GFB2097
7'
-
2
1
/
4
"
5'
-
0
"
5
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 7
RBX005
RBX004
C
X
0
0
4
A
B
A
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 5
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
11
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 5
10:51:2611/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX007 1 6.0000 .3750 .1345 1'-0"2'-1 9/16"19'-2 11/16"558#
2 6.0000 .3750 .1875 2'-1 9/16"2'-2"
RBX005 3 5.0000 .3750 .1644 2'-2"1'-1"23'-0 1/2"549#
4 5.0000 .3750 .1345 1'-1"1'-11"
RBX004 5 5.0000 .3750 .1345 1'-11"1'-1"24'-2 1/2"578#
6 5.0000 .3750 .1345 1'-1"1'-9 1/4"
7 5.0000 .3750 .1875 1'-9 1/4"1'-10"
CX004 8 6.0000 .3750 .1345 1'-0"2'-0"13'-6"351#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389
B 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 00973891 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 2 @ 2'-7 1/16"
5 3'-7 3/4"
Horiz. Clearance between members 1(CX007) and 8(CX004): 44'-5 7/16"
Frame Clearances
Horiz. Clearance between members 2(CX007) and 8(CX004): 44'-5"
Vert. Clearance at member 2(CX007): 16'-10"
Vert. Clearance at member 8(CX004): 13'-6"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
C
BL
A
BL
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 6
1
(2)GFB2097
7'
-
2
1
/
4
"
2
3
(2
)
G
F
B
2
0
9
7
GF
B
2
0
6
3
GF
B
2
0
9
7
GF
B
2
0
9
7
GF
B
2
0
5
0
(2
)
G
F
B
2
0
8
1
ES
B
S
B
ES
B
S
B
9 @ 5'-0"
4
1
(2)GFB2097
7'
-
2
1
/
4
"
5'
-
0
"
5
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 7
RBX005
RBX004
C
X
0
0
4
A
B
A
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 6
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
12
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 6
10:52:0811/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX005 1 6.0000 .3750 .1345 1'-0"2'-1 9/16"19'-2 11/16"558#
2 6.0000 .3750 .1875 2'-1 9/16"2'-2"
RBX005 3 5.0000 .3750 .1644 2'-2"1'-1"23'-0 1/2"549#
4 5.0000 .3750 .1345 1'-1"1'-11"
RBX006 5 5.0000 .3750 .1345 1'-11"1'-1"24'-2 1/2"577#
6 5.0000 .3750 .1345 1'-1"1'-9 1/4"
7 5.0000 .3750 .1875 1'-9 1/4"1'-10"
CX006 8 6.0000 .3750 .1345 1'-0"2'-0"13'-6"351#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 0097389
B 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 00973891 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 2 @ 2'-7 1/16"
5 3'-7 3/4"
Horiz. Clearance between members 1(CX005) and 8(CX006): 44'-5 7/16"
Frame Clearances
Horiz. Clearance between members 2(CX005) and 8(CX006): 44'-5"
Vert. Clearance at member 2(CX005): 16'-10"
Vert. Clearance at member 8(CX006): 13'-6"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
C
BL
A
BL
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 7
1
(2)GFB2097
7'
-
2
1
/
4
"
2
3
(2
)
G
F
B
2
0
9
7
GF
B
2
0
6
3
GF
B
2
0
9
7
GF
B
2
0
9
7
GF
B
2
0
5
0
(2
)
G
F
B
2
0
8
1
EA
P
1
ES
B
S
B
EA
P
1
ES
B
S
B
9 @ 5'-0"
4
1
(2)GFB2097
7'
-
2
1
/
4
"
5'
-
0
"
5
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 5
RBX005
RBX006
C
X
0
0
6
A
B
A
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 7
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
13
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 7
10:52:4211/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight
CX008 1 6.0000 .3750 .1345 1'-0"2'-1 9/16"19'-2 11/16"562#
2 6.0000 .3750 .1875 2'-1 9/16"2'-2"
RBX003 3 5.0000 .3750 .1644 2'-2"1'-1"23'-0 3/8"553#
4 5.0000 .3750 .1345 1'-1"1'-11"
RBX006 5 5.0000 .3750 .1345 1'-11"1'-1"24'-2 1/2"577#
6 5.0000 .3750 .1345 1'-1"1'-9 1/4"
7 5.0000 .3750 .1875 1'-9 1/4"1'-10"
CX006 8 6.0000 .3750 .1345 1'-0"2'-0"13'-6"351#
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 8 F1852 3/4"2 1/2"5/8"3 1 Yes Yes 0097390
B 8 F1852 3/4"2 1/4"1/2"1 3 Yes Yes 0097389
C 8 F1852 3/4"2 1/4"1/2"3 1 Yes Yes 00973891 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 4 @ 2'-6"
5 2 @ 2'-7 1/16"
6 3'-7 3/4"
Horiz. Clearance between members 1(CX008) and 8(CX006): 44'-5 7/16"
Frame Clearances
Horiz. Clearance between members 2(CX008) and 8(CX006): 44'-5"
Vert. Clearance at member 2(CX008): 16'-10"
Vert. Clearance at member 8(CX006): 13'-6"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
C
BL
A
BL
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 8
1
(2)GFB2097
7'
-
2
1
/
4
"
2
3
(2
)
G
F
B
2
0
9
7
GF
B
2
0
6
3
GF
B
2
0
9
7
GF
B
2
0
9
7
GF
B
2
0
5
0
(2
)
G
F
B
2
0
8
1
EA
P
1
ES
B
S
B
EA
P
1
ES
B
S
B
4
7 @ 5'-0"
5
1
(2)GFB2097
7'
-
2
1
/
4
"
5'
-
0
"
6
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
C X 0 0 8
RBX003
RBX006
C
X
0
0
6
A
B
C
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 8
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
14
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 8
10:53:1711/25/2019
Part
Frame Member Schedule
Mem Width Thick WebThk.Depth1 Depth2 Approx.Lgth Approx.Weight Detail
CX009 1 5.0000 .1345 .1345 10"10"16'-0 11/16"173#
RBX007 2 5.0000 .1875 .1345 1'-2"1'-2"33'-6 7/8"442#
3 5.0000 .1875 .1345 1'-2"1'-2"
4 5.0000 .1875 .1345 1'-2"1'-2"
5 5.0000 .1875 .1345 1'-2"1'-2"
RBX008 6 5.0000 .1345 .1345 1'-2"1'-2"16'-6 11/16"193#
7 5.0000 .1345 .1345 1'-2"1'-2"
CX010 8 5.0000 .1345 .1345 10"10"12'-0 15/16"129#
EPX002 9 5.0000 .1345 .1345 10"10"13'-9 1/8"82#BR25CA
Id
Bolt Connection & Plate Schedule
Qty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo
Dia.Length Thick.Out In Bolt
A 4 A325 1/2"1 1/2"3/8"1 1 49080
B 6 F1852 3/4"1 3/4"1/4"2 1 Yes Yes 0097387
<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.
1 8 1/2"
Dimension Key
2 2 @ 5'-0"
3 2'-9 3/4"
4 4 @ 2'-6"
5 2 @ 2'-7 1/16"
6 3'-7 3/4"
Horiz. Clearance between members 1(CX009) and 8(CX010): 46'-11"
Frame Clearances
Vert. Clearance at member 1(CX009): 17'-11 7/8"
Vert. Clearance at member 8(CX010): 14'-0 15/16"
Vert. Clearance at member 9(EPX002): 15'-8 15/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
28'-6"21'-6"
C
BL
A
BL
CL
B
50'-0"
FRAME CROSS SECTION AT FRAME LINE(S) 9
1
GFB2037
7'
-
2
1
/
4
"
2
3
GF
B
2
0
6
1
GF
B
2
0
6
1
GF
B
2
0
6
1
<
S
>
GF
B
2
0
6
1
<
S
>
GF
B
2
0
6
1
GF
B
2
0
6
1
GF
B
2
0
6
1
GC
1
8
1
0
6
0
EA
P
2
EA
P
2
4
7 @ 5'-0"
5
1
GFB2037
7'
-
2
1
/
4
"
5'
-
0
"
6
20
'
-
0
"
15
'
-
1
0
"
50'-2 1/16" 1.000:12
CX
0
0
9
RBX007
RBX008
CX
0
1
0
EP
X
0
0
2
A
B
A
A
102'-0"102'-0"102'-0"
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B FRAME CROSS SECTION AT FRAME LINE(S) 9
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
15
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
Shape Name = Office Wall 4, Frame 9
10:53:5811/25/2019
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B PRIMARY BRACING SED'S
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
16
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,
SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
9:11:1711/25/2019 SEDSheet
1 RCHB15
Part Mark Key1 6"
Dimension Key
Mark
Secondary Part Schedule
Part Thick.Depth Lap Detail
E1 00108HS2411411B01 0.1130 8 1/2"RS12PF,RS12PE,RS14PB,RS14PC
E2 00108ES2411417B01 0.0600 8 1/2"RS12PH,RS12PA
E3 08H2411411DDB01 0.1130 8 1/2"RS12PE,RS14PB
E4 08E2411417DDB01 0.0600 8 1/2"RS12PE,RS12PA
E5 08E2411411DDB01 0.1130 8 1/2"RS12PE
E6 00208ES2411417B01 0.0600 8 1/2"RS12PF,RS12PE
P1 08Z2811412B5B0 0.0980 8 1/2"3'-10 1/2"RS02T1,RS01T1
P2 08Z2811413B5B0 0.0880 8 1/2"3'-10 1/2"RS02T1,RS01T1
P3 08Z301141444B0 0.0790 8 1/2"2'-10 1/2"RS01T1
P4 08Z301141544B0 0.0730 8 1/2"2'-10 1/2"RS01T1
Id
Secondary Bracing Schedule
Qty Mark No Spacing
1 10 PBA0209(Typ.)2'-6"
2 39 PBA0211 2'-7 1/16"
3 29 PBA0503 5'-0"
See SED:
BR09K5, BR09RY, BR09RZ, BR09K2, BR09W2
LOW EAVE
HIGH EAVE
50
'
-
0
"
200'-0"
1
24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"
1
1R1B1
E1
P1(Typ.)
P2
P2
P2
P2
P2
E2
1R1B2
E3
P3(Typ.)
E4
1R1B3
E3
P3(Typ.)
E5
1R1B4
E3
P3(Typ.)
E4
1R1B5
E3
P4(Typ.)
E4
1R1B6
E3
P3(Typ.)
E4
1R1B7
E3
P3(Typ.)
E5
1R1B8
E1
P1(Typ.)
P2
P2
P2
P2
P2
E6
1
1
1
1
1
1
1
2
1
2
1
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
1
2
1
2
1
2
ROOF SECONDARY PLAN
A BL
B
C BL
1
BL
2 3 4 5 6 7 8 9
BL
11
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B ROOF SECONDARY PLAN
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
17
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
Shape Name = Office
11:20:0411/25/2019
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B ROOF SECONDARY SED'S
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
18
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
9:11:1911/25/2019 SEDSheet
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B ROOF SECONDARY SED'S
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
19
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
9:11:2111/25/2019 SEDSheet
1 JTG1
Part Mark Key
2 PG1
3 G1
4 H2
5 GC5
6 GFA200
7 GFA300
8 GFA306
1 3'-7 3/4"
Dimension Key
2 4 1/4"
3 1'-0"
4 1'-6"
5 3'-4"
Mark
Secondary Part Schedule
Part Thick.Depth Detail
G1 JCP051070 0.0600 8 1/2"WSR001,WS01H2,WS20F2
G2 00108CS080171700 0.0600 8 1/2"WSR001,WS20F2,WSR004
G3 00108ZS190101510 0.0730 8 1/2"WSR001,WS01H2,WSR004
G4 00208CS260221410 0.0790 8 1/2"WSR001,WSR004,WS01H2
G5 00208ZS250951210 0.0980 8 1/2"WSR001,WSR004,WS01H2
G6 00308ZS150231410 0.0790 8 1/2"WSR001,WSR004,WS04E2
H1 00108JS1000017 0.0600 8 1/2"WS20F9
H2 DHC0304017 0.0000 8 1/2"WS21D7
J1 00208JS0910417 0.0600 8 1/2"WS20F9,WS20F2,WS20B2,WS20B8
J2 00308JS0502017 0.0600 8 1/2"WS20B1,WS20B8
Note:
Each 10' x 10' overhead door jamb
is designed to support 250 lbs
NBVP - Masonry
50'-0"
15
'
-
1
0
"
20
'
-
0
"
21'-6"28'-6"
A
BL
C
BL
CL
B
11
2 2
H1
2
2
J1
2
2
J1
1W1B0
3G2
G3
44
2
5
J2
2
5
J2
2
5
J2
2
5
J2
1W1B1
G4
G5
G6
7'
-
2
1
/
4
"
5'
-
0
"
1
2
10'-6"10'-0"3 4 5 15'-8"5 4'-8"
10
'
-
0
"
7'
-
2
"
7'
-
2
"
67
7
7
8
8
SECONDARY ELEVATION AT 1
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B SECONDARY ELEVATION AT 1
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
20
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
Shape Name = Office, Wall = 1
11:42:4411/25/2019
1 6"
Dimension Key
2 3'-7 3/4"
Mark
Secondary Part Schedule
Part Thick.Depth Lap Detail
G7 08C2411412BD00 0.0980 8 1/2"WSR001,WS01G2
G8 08Z2511417B100 0.0600 8 1/2"10 1/2"WSR001,WS01G3
G9 08C2411412DD00 0.0980 8 1/2"WS01G2
G10 08Z26114171100 0.0600 8 1/2"10 1/2"WS01G3
Part
Bracing Part Schedule
Qty Length Detail
05RS2905 4 29'-5"BR01G2
NBVP - Masonry
200'-0"
15
'
-
1
0
"
1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1
9
BL
1
BL
CLCL
2
CL
3
CL
4
CL
5
CL
6
CL
7
CL
8
CL
1W2B1
G7
G8
1W2B2
G9
G10
1W2B3
G9
G10
1W2B4
G9
G10
1W2B5
G9
G10
1W2B6
G9
G10
1W2B7
G9
G10
1W2B8
G7
G8
7'
-
2
1
/
4
"
5'
-
0
"
2
0 5 R S 2 9 0 5
05RS2905
0 5 R S 2 9 0 5
05RS2905
SECONDARY ELEVATION AT A
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B SECONDARY ELEVATION AT A
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
21
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
Shape Name = Office, Wall = 2
11:46:0311/25/2019
1 H2
Part Mark Key
2 PG1
3 GC5
4 GFA206
1 4'-0"
Dimension Key
2 3'-9 3/4"
3 3'-0"
4 3'-4"
Mark
Secondary Part Schedule
Part Thick.Depth Detail
G11 00308CS260901110 0.1130 8 1/2"WSR001,WS01H2,WSR004
G12 00408ZS260901210 0.0980 8 1/2"WSR001,WS01H2,WSR004
G13 00508ZS170611410 0.0790 8 1/2"WSR001,WS04E2,WSR004
G14 00408CS190901710 0.0600 8 1/2"WSR001,WSR004,WS01H2
G15 00608ZS190901610 0.0680 8 1/2"WSR001,WSR004,WS01H2
H2 DHC0304017 0.0000 8 1/2"WS21D7
J3 00408JS0502017 0.0600 8 1/2"WS20B1,WS20B8
Part
Bracing Part Schedule
Qty Length Detail
03RT3001 1 30'-1"BR02K1,BR01G2,BRX050
03RT3102 1 31'-2"BR02K1,BR01G2,BRX050
NBVP - Masonry
50'-0"
20
'
-
0
"
15
'
-
1
0
"
28'-6"21'-6"
C
BL
A
BL
CL
B
1W3B0
G11
G12
G13
1
2
3
J3
2
3
J3
1W3B1
G14
G15
7'
-
2
1
/
4
"
5'
-
0
"
1
2
3 4 15'-2"
7'
-
2
"
4
4
4
4
4
0 3 R T 3 0 0 1
03RT3102
SECONDARY ELEVATION AT 9
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B SECONDARY ELEVATION AT 9
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
22
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
Shape Name = Office, Wall = 3
11:49:0111/25/2019
1 6"
Dimension Key
2 2'-9 3/4"
Mark
Secondary Part Schedule
Part Thick.Depth Lap Detail
G7 08C2411412BD00 0.0980 8 1/2"WSR001,WS01G2
G8 08Z2511417B100 0.0600 8 1/2"10 1/2"WSR001,WS01G3
G9 08C2411412DD00 0.0980 8 1/2"WS01G2
G10 08Z26114171100 0.0600 8 1/2"10 1/2"WS01G3
Part
Bracing Part Schedule
Qty Length Detail
05RS3107 4 31'-7"BR01G2
NBVP - Masonry
200'-0"
20
'
-
0
"
1 24'-6"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"24'-6"1
1
BL
9
BL
CL CL
2
CL
3
CL
4
CL
5
CL
6
CL
7
CL
8
CL
1W4B1
G7
G8(Typ.)
1W4B2
G9
G10(Typ.)
1W4B3
G9
G10(Typ.)
1W4B4
G9
G10(Typ.)
1W4B5
G9
G10(Typ.)
1W4B6
G9
G10(Typ.)
1W4B7
G9
G10(Typ.)
1W4B8
G7
G8(Typ.)
7'
-
2
1
/
4
"
2@
5
'
-
0
"
2
0 5 R S 3 1 0 7
05RS3107
0 5 R S 3 1 0 7
05RS3107
SECONDARY ELEVATION AT C
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B SECONDARY ELEVATION AT C
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
23
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
Shape Name = Office, Wall = 4
11:51:3311/25/2019
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B WALL SECONDARY SED'S
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
24
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
9:11:2611/25/2019 SEDSheet
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B WALL SECONDARY SED'S
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
25
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)
W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
9:11:2811/25/2019 SEDSheet
Id
Covering Mark Schedule
Qty Start Panel Last Panel Direction
#7 67 R36011261GTD R36011261GTD Left to Right
#8 67 R14116261GTD R14116261GTD Left to Right
Id
Covering Schedule
Qty Length Type Gage OP Fin.Color Direction
#7 67 36'-1 1/8"PR 26 1 G TD Left to Right
#8 67 14'-11 3/4"PR 26 1 G TD Left to Right
Oper. Code:1=SQ,SQ
Finish:G=Galvalume
Color:TD=Standard Color
Id
Trim Schedule
Parts Color Details
T1 (5)RKF20,RKF10 Cool Granite Gray RC30B1,RS10R1
T2 EA1L,FPRF1 Cool Granite Gray RC38N2
T3 EA1R,FPRF1 Cool Granite Gray RC38N2
T4 (10)PKF20A Cool Granite Gray EN52A1,ENV003,RC00A1,RC03B1,RC35B1,WC13F1
T5 MCC1 Cool Granite Gray RC38AJ
Part
Fastener Schedule
Color Description
0097584UNPNTD Standard Color (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer (Panel to Structural)
0097584-112 Cool Granite Gray (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer (Panel to Structural)
0097581UNPNTD Standard Color (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer (Panel to Panel)
LOW EAVE
HIGH EAVE
50
'
-
0
"
200'-0"
(67)#7
(67)#8
T1 T1
T2 T3
T4T5 T5
ROOF COVERING PLAN
A A BL
C C BL
11
BL
99
BL
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B ROOF COVERING PLAN
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
26
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = Office
12:02:2311/25/2019
Id
Covering Mark Schedule
Qty Start Panel Last Panel Increment Direction
#1 4 W1310426FKGZ W1407426FKGZ 3"Left to Right
#2 2 W06080261KGZ W06110261KGZ 3"Left to Right
#3 11 W1504426FKGZ W1710426FKGZ 3"Left to Right
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Increment Direction
#1 4 PR 13'-10 1/2"26 F K GZ 3"Left to Right
#2 2 PR 6'-8"26 1 K GZ 3"Left to Right
#3 11 PR 15'-4 1/2"26 F K GZ 3"Left to Right
Oper. Code:F=CR,SQ
Oper. Code:1=SQ,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Id
Trim Schedule
Parts Color Details
T1 (2.2)BG2415 Cool Zinc Gray EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 DFT10,JT10 Cool Granite Gray WC24A1
T3 DFT10,HTS10 Cool Granite Gray WC24A2
T4 DFT10,JT07 Cool Granite Gray WC24A1
T5 DFT05,HTS05 Cool Granite Gray WC24A2
T6 CT16 Cool Granite Gray WC20A1
T7 CT20 Cool Granite Gray WC20A1
Part
Fastener Schedule
Color Description
0097584-116 Cool Zinc Gray (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 Cool Granite Gray (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 Cool Zinc Gray (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer1 2'-6"
Dimension Key
2 3'-4"
NBVP - Masonry
50'-0"
15
'
-
1
0
"
20
'
-
0
"
A
BL
C
BL
13
'
-
1
0
1
/
2
"
14
'
-
1
1
/
2
"
14
'
-
4
1
/
2
"
14
'
-
7
1
/
2
"
(4)#1
6'
-
8
"
6'
-
1
1
"
(2)#2
15
'
-
4
1
/
2
"
15
'
-
7
1
/
2
"
15
'
-
1
0
1
/
2
"
16
'
-
1
1
/
2
"
16
'
-
4
1
/
2
"
16
'
-
7
1
/
2
"
16
'
-
1
0
1
/
2
"
17
'
-
1
1
/
2
"
17
'
-
4
1
/
2
"
17
'
-
7
1
/
2
"
17
'
-
1
0
1
/
2
"
(11)#3
2'
-
0
"
T1 T1 T1 T1
T2 T2
T3
T4 T4 T4 T4
T5 T5
T6
T7
10'-6"10'-0"1 2 15'-8"2 4'-8"
COVERING ELEVATION AT 1
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B COVERING ELEVATION AT 1
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
27
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = Office, Wall = 1
12:07:0311/25/2019
Id
Covering Mark Schedule
Qty Start Panel Direction
#4 67 W1401726GKGZ Left to Right
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Direction
#4 67 PR 14'-1 7/8"26 G K GZ Left to Right
Oper. Code:G=CR,NT
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Id
Trim Schedule
Parts Color Details
T1 (13.3)BG2415 Cool Zinc Gray EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
Part
Fastener Schedule
Color Description
0097584-116 Cool Zinc Gray (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 Cool Zinc Gray (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry
200'-0"
15
'
-
1
0
"
9
BL
1
BL
(67)#4
2'
-
0
"
T1
COVERING ELEVATION AT A
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B COVERING ELEVATION AT A
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
28
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = Office, Wall = 2
12:11:4811/25/2019
Id
Covering Mark Schedule
Qty Start Panel Last Panel Increment Direction
#5 17 W1709426FKGZ W1309426FKGZ -3"Left to Right
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Increment Direction
#5 17 PR 17'-9 1/2"26 F K GZ -3"Left to Right
Oper. Code:F=CR,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Id
Trim Schedule
Parts Color Details
T1 (3.1)BG2415 Cool Zinc Gray EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
T2 DFT10,JT07 Cool Granite Gray WC24A1
T3 DFT05,HTS05 Cool Granite Gray WC24A2
T4 CT16 Cool Granite Gray WC20A1
T5 CT20 Cool Granite Gray WC20A1
Part
Fastener Schedule
Color Description
0097584-116 Cool Zinc Gray (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097584-112 Cool Granite Gray (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 Cool Zinc Gray (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
1 3'-4"
Dimension Key
NBVP - Masonry
50'-0"
20
'
-
0
"
15
'
-
1
0
"
C
BL
A
BL
17
'
-
9
1
/
2
"
17
'
-
6
1
/
2
"
17
'
-
3
1
/
2
"
17
'
-
0
1
/
2
"
16
'
-
9
1
/
2
"
16
'
-
6
1
/
2
"
16
'
-
3
1
/
2
"
16
'
-
0
1
/
2
"
15
'
-
9
1
/
2
"
15
'
-
6
1
/
2
"
15
'
-
3
1
/
2
"
15
'
-
0
1
/
2
"
14
'
-
9
1
/
2
"
14
'
-
6
1
/
2
"
14
'
-
3
1
/
2
"
14
'
-
0
1
/
2
"
13
'
-
9
1
/
2
"
(17)#5
2'
-
0
"
T1 T1
T2 T2
T3
T4
T5
31'-6"1 15'-2"
COVERING ELEVATION AT 9
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B COVERING ELEVATION AT 9
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
29
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = Office, Wall = 3
12:13:2911/25/2019
Id
Covering Mark Schedule
Qty Start Panel Direction
#6 67 W1802026FKGZ Left to Right
Id
Covering Schedule
Qty Type Start Length Gage OP Fin.Color Direction
#6 67 PR 18'-2"26 F K GZ Left to Right
Oper. Code:F=CR,SQ
Finish:K=KXL (Kynar)
Color:GZ=Cool Zinc Gray
Id
Trim Schedule
Parts Color Details
T1 (13.3)BG2415 Cool Zinc Gray EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2
Part
Fastener Schedule
Color Description
0097584-116 Cool Zinc Gray (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer
0097581-116 Cool Zinc Gray (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer
NBVP - Masonry
200'-0"
20
'
-
0
"
1
BL
9
BL
(67)#6
2'
-
0
"
T1
COVERING ELEVATION AT C
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B COVERING ELEVATION AT C
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
30
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
Shape Name = Office, Wall = 4
12:15:5111/25/2019
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B COVERING & TRIM SED'S
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
31
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
9:11:4011/25/2019 SEDSheet
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B COVERING & TRIM SED'S
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
32
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
9:11:4111/25/2019 SEDSheet
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B B-081465
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
33
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
12:26:4211/25/2019 SEDSheet
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B B-081765
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
34
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
12:27:3511/25/2019 SEDSheet
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B S-081766
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
35
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PERMIT SET- For Building Dept. Approval
12:28:3011/25/2019 SEDSheet
VPC VERSION:
FILENAME:
JOB #
DATE
DRAWN/CHECK
PAGE
BUILDER
CUSTOMER
LOCATION
PROJECT
BUILDER'S PO#
DATEREV BY DESCRIPTION
VP BUILDINGS
VARCO PRUDEN
VP Buildings
3200 Players Club Circle Memphis TN 38125
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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT
PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER
PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGSERECTION 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 ANDDESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP. THE
VP ENGINEER'S SEAL DOES NOT APPLY
TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT
FURNISHED BY VP EXCEPT TO ANY
DESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.
B S-081767
Teton West Construction
Rexburg, Idaho
KENCO Building
19-023312-01
11/25/2019
DERR
36
Kolby 50x200x20
2019.2NTS
JDH
PERMIT SET- For Building Dept. Approval
12:29:2311/25/2019 SEDSheet