DRAWING INDEX DRAWING RELEASE HISTORY DRAWING …

JOB #

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 DrawingsCoveringSecondary Structural

Primary StructuralAnchor Rod Plan

Cover SheetPAGESDRAWING TITLE

DRAWING INDEX

DESCRIPTIONDATETYPE

DRAWING RELEASE HISTORY

HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS

MATERIALS

GENERAL NOTESASTM DESIGNATION

GRADE 50 OR GRADE 80

GRADE 36 OR 50GRADE 50GRADE 60GRADE 55A529, A572, A1011, A1018

A653, A1011A572, A510A36, A529, A572, A588, A992

A653, A792CLADDING

HOT ROLLED MILL SHAPESBRACE RODSCOLD FORMED LIGHT GAGE SHAPES3 PLATE WELDED SECTIONS

VARCO PRUDEN

VP BUILDINGSGRADE 50A529, A572, A588, A992HOT ROLLED ANGLES

VP BUILDINGSVARCO PRUDEN

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 APPLICABLEREGULATIONS. 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 DETERMINETHE 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 ISPROVIDED 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 ANYOTHER 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 INTHIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TOPROPER 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 VPENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANYDESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.

Planograph Details

Notes

B

INSPECTION AND TESTING



THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP ANDDESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VPENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OFANY 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/ORSTEEL 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 COORDINATEBETWEEN 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 INSPECTIONSAND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472ACCREDITATION.

COVER SHEETTeton West Construction

Idaho Falls, Idaho

Paul Fife

19-013179-01

7/12/2019

JAC

Paul Fife 80x150x1

2019.1

11:19:097/13/2019

FOR CONSTRUCTION7/12/20197/12/2019 FOR CONSTRUCTION

Anchor Rod Drawings Rev0Final Erection Drawings Rev0

1

1234-56-1516-2425-31

32-35

VP ERECTION GUIDESBASIC ERECTION GUIDE 4001BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003

Reviewed by DesignerSM, Pages 1-35 - 07/16/2019

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 THANINDICATED 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: Idaho Falls County: Bonneville State: Idaho Country: United States

Building Code: 2017 Idaho State Building CodeBuilding Code

Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hourBased on Building Code: 2015 International Building Code Cold Form: 12AISI - ASD f'c: 3000.00 psi ConcreteBuilding Risk/Occupancy Category: II (Standard Occupancy Structure)

Collateral Gravity:3.00 psfDead and Collateral Loads

Collateral Uplift: 0.00 psf

Wind LoadWind Speed: Vult: 115.00 (Vasd: 89.08) mphThe 'Envelope Procedure' is UsedWind Exposure: C - Kz: 0.860Parts Wind Exposure Factor: 0.860Wind Enclosure: EnclosedTopographic Factor: Kzt: 1.0000

NOT Windborne Debris RegionBase Elevation: 0/0/0Primary Zone Strip Width: 2a: 12/9/10Parts / Portions Zone Strip Width: a: 6/4/13Basic Wind Pressure: q: 24.76 psf

Roof Covering + Second. Dead Load: 1.93 psfMaterial Dead Weight

Frame Weight (assumed for seismic):2.50 psf

Snow LoadGround Snow Load: pg: 50.00 psfFlat Roof Snow: pf: 35.00 psfDesign Snow (Sloped): ps: 35.00 psfRain Surcharge: 0.00Specified Minimum Roof Snow: 35.00 psf (USR)Exposure Factor: 2 Partially Exposed - Ce: 1.00Snow Importance: Is: 1.000Thermal Factor: Heated - Ct: 1.00Ground / Roof Conversion: 0.70

Roof Live Load: 20.00 psf Not ReducibleRoof Live Load

Seismic LoadLateral Force Resisting Systems using Equivalent Force ProcedureMapped MCE Acceleration: Ss: 52.40 %gMapped MCE Acceleration: S1: 16.70 %gSite Class: Stiff soil (D)Seismic Importance: Ie: 1.000Design Acceleration Parameter: Sds: 0.4824Design Acceleration Parameter: Sd1: 0.2374Seismic Design Category: DSeismic Snow Load: 7.00 psf% Snow Used in Seismic: 20.00Diaphragm Condition: RigidFundamental Period Height Used: 17/8/0

Transverse Direction ParametersOrdinary Steel Moment FramesRedundancy Factor: Rho: 1.00Fundamental Period: Ta: 0.2785R-Factor: 3.50Overstrength Factor: Omega: 3.00Deflection Amplification Factor: Cd: 3.00Base Shear: V: 0.1378 x W

Longitudinal Direction ParametersOrdinary Steel Concentric Braced FramesRedundancy Factor: Rho: 1.30Fundamental Period: Ta: 0.1723R-Factor: 3.25Overstrength Factor: Omega: 3.00Deflection Amplification Factor: Cd: 3.25Base Shear: V: 0.1484 x W

Roof: AShop

XY

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#

DATEREV BY DESCRIPTION


VP Buildings3200 Players Club Circle Memphis TN 38125


THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFVP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THATPURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHERPURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.

THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OFVP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBEDIN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THATPURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHERPURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATEGOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISDRAWING, 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 ONLYTO THE WORK PRODUCT OF VP ANDDESIGN AND PERFORMANCEREQUIREMENTS SPECIFIED BY VP. THEVP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OFANY OTHER PRODUCT OR COMPONENTFURNISHED BY VP EXCEPT TO ANYDESIGN OR PERFORMANCEREQUIREMENTS SPECIFIED BY VP.

B CODES AND LOADSTeton West Construction

Idaho Falls, IdahoPaul Fife

19-013179-01

7/12/2019

JAC2

Paul Fife 80x150x12019.1NTS

FOR CONSTRUCTION

11:19:097/13/2019

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 secondarymembers, substrates such as plywood, steel decking, or rigid board insulation. A minimum of3 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 formulationis not designed to perform as a finish coat when exposed to environmental conditions. Membersshall 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 workunless stipulated otherwise in the contract documents. In case of discrepancies betweenVP 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 interfacedesign 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 requirementsand 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

BRACINGTension 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. Forlong or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspendingthem 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 torsionor minor axis loads, or cause local distortion in any VP components. VP accepts noresponsibility 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 beprepared 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 deliveryreceipt 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 getwet, bundled and crated materials must be unpacked and unbundled immediately to providedrainage 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 ensurethat 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 beapproved 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 inthe 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 buildermust 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, moderateamount of reaming, drilling, chipping / cutting and minor welding are considered by Code ofStandard 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, orspecifying 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 AuthorizationUSA--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 engineeringsupply 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 interfaceand/or compatibility of any materials not furnished by VP are to be considered and coordinated bythe 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 andexisting 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

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B ERECTION NOTESTeton West Construction


19-013179-01

7/12/2019

JAC3


FOR CONSTRUCTION

11:19:107/13/2019

1 6"Dimension Key

1 6"Dimension Key

<*>

<*>

<*>

80'-0"

150'-0"

18'-0"

15'-0"

25'-0"

22'-0"

22'-0"

25'-0"

15'-0"

18'-0"

1 24'-6" 25'-0" 25'-0" 25'-0" 25'-0" 24'-6" 1

5'-6" 14'-0"J=8.50

5'-6"5'-6" 14'-0"J=8.50

5'-6"5'-6" 14'-0"J=8.50

5'-6"5'-6" 14'-0"J=8.50

5'-6"

D1

D1

D2

D2

D2

D3

D4

D3

D3

D5

D3

D5

D3

D3

D4

D1

D1

D2

D2

D2

D6 D6

ANCHOR ROD PLAN

A BL

BC

DE BL

1

BL

2 3 4 5 6 7

BL

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B ANCHOR ROD PLANTeton West Construction


19-013179-01

7/12/2019

JAC4


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)

11:19:127/13/2019

High Eave

Low Eave

D1 (4)3/4" Dia. GR36 Anchor RodsPlate W=8" L=11"Dim: A=1'-0"Elev.=101'-0"

D2 (4)3/4" Dia. GR36 Anchor RodsPlate W=8" L=11"Dim: A=5 1/8"Elev.=101'-0"

D3 (4)1" Dia. GR36 Anchor RodsPlate W=9" L=1'-1"Dim: A=1'-0"Elev.=100'-0"

D4 (4)1" Dia. GR36 Anchor RodsPlate W=1'-0" L=1'-1"Dim: A=1'-0"Elev.=100'-0"

D5 (4)1" Dia. GR36 Anchor RodsPlate W=10" L=1'-1"Dim: A=1'-0"Elev.=100'-0"

D6 (4)3/4" Dia. GR36 Anchor RodsPlate W=9" L=2'-7"Dim: A=11 1/2" B=1'-1"Gage=5" Pitch=5" Edge Out=4"Elev.=100'-0"

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B ANCHOR ROD PLAN - DETAILSTeton West Construction


19-013179-01

7/12/2019

JAC5


FOR CONSTRUCTION

11:19:137/13/2019

IdBracing Member SchedulePart Description LengthSBX001 3P 8" x 1/4" flg - 0.1345" x 9" web 24'-10 3/4"

IdRod, Strut, and Misc. Connection BoltsQty Grade Bolt Diam. Bolt Length PartNo Washer

1 4 A325 3/4" 2 1/2" 0097284

1 6"Dimension Key

PartBracing Part Schedule

Qty Length Detail05RS3307 2 33'-7" BR01G203RS3504 2 35'-4" BR01G205RS2904 2 29'-4" BR01G206RS2906 2 29'-6" BR01G2

05RS3307

05RS3307

03RS3504

03RS3504

05RS2904

05RS2904

06RS2906

06RS2906

SBX0011 1

80'-0"

150'-0"

18'-0"

15'-0"

25'-0"

22'-0"

22'-0"

25'-0"

15'-0"

18'-0"

1 24'-6" 25'-0" 25'-0" 25'-0" 25'-0" 24'-6" 1

CX001

RBX001

RBX002

RBX003

RBX004

CX002

EPX001

EPX002

EPX003

CX012

RBX005

RBX006

CX004

CX005

RBX007

RBX008

CX006

CX007

RBX009

RBX010

CX008

CX009

RBX009

RBX011

CX010

CX012

RBX012

RBX013

CX004

CX001

RBX001

RBX002

RBX003

RBX004

CX002

EPX004

EPX005

EPX006

CX011RBX014

CX011

A BL

BC

DE BL

1

BL

2 3 4 5 6 7

BL

PRIMARY AND ROOF BRACING PLAN

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B PRIMARY AND ROOF BRACING PLANTeton West Construction


19-013179-01

7/12/2019

JAC6


FOR CONSTRUCTION

1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE.2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER.

Shape Name = Shop

11:19:147/13/2019

High Eave

Low Eave

PartFrame Member Schedule

Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight DetailCX001 1 5.0000 .1345 .1345 10" 10" 16'-8 1/8" 175#RBX001 2 5.0000 .1875 .1345 11" 11" 27'-0" 317#

3 5.0000 .1875 .1345 11" 11"4 5.0000 .1875 .1345 11" 11"5 5.0000 .1875 .1345 11" 11"

RBX002 6 5.0000 .1345 .1345 11" 11" 15'-5 7/16" 156#RBX003 7 5.0000 .1875 .1345 11" 11" 12'-0 15/16" 150#

8 5.0000 .1875 .1345 11" 11"RBX004 9 5.0000 .1345 .1345 11" 11" 25'-6" 259#

10 5.0000 .1345 .1345 11" 11"11 5.0000 .1345 .1345 11" 11"

CX002 12 5.0000 .1345 .1345 10" 10" 13'-5 1/4" 144#EPX001 13 5.0000 .1345 .1345 10" 10" 15'-9 9/16" 92# BR25CAEPX002 14 5.0000 .1345 .1345 10" 10" 14'-9 1/16" 87# BR25CAEPX003 15 5.0000 .1345 .1345 10" 10" 14'-1 9/16" 85# BR25CA

IdBolt Connection & Plate ScheduleQty Grade Bolt Bolt Plate Rows Rows Tension Washer PartNo

Dia. Length Thick. Out In BoltA 4 A325 1/2" 1 1/2" 3/8" 1 1 49080B 4 F1852 3/4" 1 3/4" 1/4" 1 1 Yes Yes 0097387<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.

1 8 1/2"Dimension Key

2 4'-0"3 3'-6"4 4'-6"5 2'-4"6 2 @ 4'-3"7 2 @ 3'-3 7/16"

Horiz. Clearance between members 1(CX001) and 12(CX002): 76'-11"Frame Clearances

Vert. Clearance at member 1(CX001): 17'-7 11/16"Vert. Clearance at member 12(CX002): 14'-5 1/4"Vert. Clearance at member 13(EPX001): 16'-9 1/2"Vert. Clearance at member 14(EPX002): 15'-9"Vert. Clearance at member 15(EPX003): 15'-1 1/2"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)

22'-0" 25'-0" 15'-0" 18'-0"

E

BL

A

BL

CL

D

CL

C

CL

B

80'-0"

FRAME CROSS SECTION AT FRAME LINE(S) 1

1

GFB2037

23

5'-0"

45

GFB2043

GFB2043<S>

GFB2043<S>

GFB2043

GFB2043<S>

GFB2043<S>

GFB2043<S>

GFB2043<S>

GFB2043

6

13 @ 5'-0"7

1

GFB2037

23

5'-0"

3

19'-4"

16'-0"

80'-0 13/16" 0.500:12

CX001

RBX001RBX002 RBX003 RBX004

CX002

EPX001

EPX002

EPX003

AB

B B

A

AA

A

101'-0" 101'-0" 101'-0" 101'-0" 101'-0"

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B FRAME CROSS SECTION AT FRAME LINE(S) 1Teton West Construction


19-013179-01

7/12/2019

JAC7


FOR CONSTRUCTION


Shape Name = Shop Wall 4, Frame 1

11:19:157/13/2019


Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCX012 1 8.0000 .3750 .2500 1'-0" 3'-11" 18'-7 1/8" 1090#RBX005 2 6.0000 .3750 .2500 3'-7 1/16" 1'-11" 35'-1 5/16" 1563#

3 6.0000 .3125 .2500 1'-11" 3'-10"RBX006 4 6.0000 .3750 .2500 3'-10" 1'-11" 40'-3 7/16" 1904#

5 6.0000 .3750 .2500 1'-11" 3'-3"CX004 6 10.0000 .3750 .1875 1'-0" 3'-3" 12'-2 3/16" 619#


Dia. Length Thick. Out In BoltA 10 F1852 3/4" 2 1/2" 5/8" 3 2 Yes Yes 0097390B 10 F1852 3/4" 2 1/4" 1/2" 2 3 Yes Yes 0097389C 14 F1852 3/4" 2 1/2" 5/8" 4 3 Yes Yes 0097390


2 4'-0"3 3'-6"4 4'-6"5 2'-4"6 2 @ 4'-3"7 2 @ 3'-3 7/16"


Vert. Clearance at member 1(CX012): 14'-9 9/16"Vert. Clearance at member 6(CX004): 12'-2 3/16"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)

E

BL

A

BL80'-0"


1

(2)GFB4093

23

5'-0"

45

(2)GFB4050

GFB3021

GFB4007

GFB4071

GFB5057

GFB4071

GFB3111

GFB3000

(2)GFB4050

ESBSB

ESBSB

6

13 @ 5'-0"7

1

23

5'-0"

3

19'-4"

16'-0"

80'-0 13/16" 0.500:12CX012

RBX005

RBX006

CX004

A

B

C

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#











19-013179-01

7/12/2019

JAC8


FOR CONSTRUCTION



11:19:177/13/2019



3 6.0000 .3125 .2500 1'-11" 3'-10"RBX008 4 6.0000 .3750 .2500 3'-10" 1'-11" 40'-0 7/16" 1885#

5 6.0000 .3750 .2500 1'-11" 3'-2"CX006 6 8.0000 .3750 .2500 1'-0" 3'-1" 12'-3 1/8" 572#


Dia. Length Thick. Out In BoltA 10 F1852 3/4" 2 1/2" 5/8" 3 2 Yes Yes 0097390B 10 F1852 3/4" 2 1/4" 1/2" 2 3 Yes Yes 0097389


2 4'-0"3 3'-6"4 4'-6"5 2'-4"6 2 @ 4'-3"7 2 @ 3'-3 7/16"



E

BL

A

BL80'-0"


1

(2)GFB4093

23

5'-0"

45

(2)GFB4050

GFB3021

GFB4007

GFB4071

GFB5077

GFB5057

GFB4071

GFB4007

GFB3000

(2)GFB4027

EAP1

ESBSB

EAP1

ESBSB

6

13 @ 5'-0"7

1

23

5'-0"

3

19'-4"

16'-0"

80'-0 13/16" 0.500:12CX005

RBX007

RBX008

CX006

A

B

A

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#











19-013179-01

7/12/2019

JAC9


FOR CONSTRUCTION



11:19:187/13/2019



3 6.0000 .3125 .2500 1'-11" 3'-10"RBX010 4 6.0000 .3750 .2500 3'-10" 1'-11" 40'-0 9/16" 1885#

5 6.0000 .3750 .2500 1'-11" 3'-2"CX008 6 8.0000 .3750 .2500 1'-0" 3'-2" 12'-3 1/8" 582#


Dia. Length Thick. Out In BoltA 8 F1852 1" 3 1/2" 1" 2 2 Yes Yes 0097546B 10 F1852 3/4" 2 1/4" 1/2" 2 3 Yes Yes 0097389C 10 F1852 3/4" 2 1/2" 5/8" 3 2 Yes Yes 0097390


2 4'-0"3 3'-6"4 4'-6"5 2'-4"6 2 @ 4'-3"7 2 @ 3'-3 7/16"



E

BL

A

BL80'-0"


1

23

5'-0"

45

(2)GFB4027

GFB3021

GFB4007

GFB4071

GFB5077

GFB5057

GFB4071

GFB4007

GFB3000

(2)GFB4027

EAP1

ESBSB

EAP1

ESBSB

6

13 @ 5'-0"7

1

23

5'-0"

3

19'-4"

16'-0"

80'-0 13/16" 0.500:12CX007

RBX009

RBX010

CX008

A

B

C

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#











19-013179-01

7/12/2019

JAC10


FOR CONSTRUCTION



11:19:207/13/2019



3 6.0000 .3125 .2500 1'-11" 3'-10"RBX011 4 6.0000 .3750 .2500 3'-10" 1'-11" 40'-0 9/16" 1885#

5 6.0000 .3750 .2500 1'-11" 3'-2"CX010 6 8.0000 .3750 .2500 1'-0" 3'-2" 12'-3 1/8" 582#


Dia. Length Thick. Out In BoltA 8 F1852 1" 3 1/2" 1" 2 2 Yes Yes 0097546B 10 F1852 3/4" 2 1/4" 1/2" 2 3 Yes Yes 0097389C 10 F1852 3/4" 2 1/2" 5/8" 3 2 Yes Yes 0097390


2 4'-0"3 3'-6"4 4'-6"5 2'-4"6 2 @ 4'-3"7 2 @ 3'-3 7/16"



E

BL

A

BL80'-0"


1

23

5'-0"

45

(2)GFB4027

GFB3021

GFB4007

GFB4071

GFB5077

GFB5057

GFB4071

GFB4007

GFB3000

(2)GFB4027

EAP1

ESBSB

ESBSB

6

13 @ 5'-0"7

1

23

5'-0"

3

19'-4"

16'-0"

80'-0 13/16" 0.500:12CX009

RBX009

RBX011

CX010

A

B

C

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#











19-013179-01

7/12/2019

JAC11


FOR CONSTRUCTION



11:19:217/13/2019



3 6.0000 .3125 .2500 1'-11" 3'-10"RBX013 4 6.0000 .3750 .2500 3'-10" 1'-11" 40'-0 3/16" 1893#

5 6.0000 .3750 .2500 1'-11" 3'-3"CX004 6 10.0000 .3750 .1875 1'-0" 3'-3" 12'-2 3/16" 619#


Dia. Length Thick. Out In BoltA 10 F1852 3/4" 2 1/2" 5/8" 3 2 Yes Yes 0097390B 10 F1852 3/4" 2 1/4" 1/2" 2 3 Yes Yes 0097389C 14 F1852 3/4" 2 1/2" 5/8" 4 3 Yes Yes 0097390


2 4'-0"3 3'-6"4 4'-6"5 2'-4"6 2 @ 4'-3"7 2 @ 3'-3 7/16"



E

BL

A

BL80'-0"


1

(2)GFB4093

23

5'-0"

45

(2)GFB4050

GFB3021

GFB4007

GFB4071

GFB5057

GFB4071

GFB4007

GFB3000

(2)GFB4050

ESBSB

ESBSB

6

13 @ 5'-0"7

1

23

5'-0"

3

19'-4"

16'-0"

80'-0 13/16" 0.500:12CX012

RBX012

RBX013

CX004

A

B

C

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#











19-013179-01

7/12/2019

JAC12


FOR CONSTRUCTION



11:19:237/13/2019


Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight DetailCX001 1 5.0000 .1345 .1345 10" 10" 16'-8 1/8" 175#RBX001 2 5.0000 .1875 .1345 11" 11" 27'-0" 317#

3 5.0000 .1875 .1345 11" 11"4 5.0000 .1875 .1345 11" 11"5 5.0000 .1875 .1345 11" 11"

RBX002 6 5.0000 .1345 .1345 11" 11" 15'-5 7/16" 156#RBX003 7 5.0000 .1875 .1345 11" 11" 12'-0 15/16" 150#

8 5.0000 .1875 .1345 11" 11"RBX004 9 5.0000 .1345 .1345 11" 11" 25'-6" 259#

10 5.0000 .1345 .1345 11" 11"11 5.0000 .1345 .1345 11" 11"

CX002 12 5.0000 .1345 .1345 10" 10" 13'-5 1/4" 144#EPX004 13 5.0000 .1345 .1345 10" 10" 15'-9 9/16" 92# BR25CAEPX005 14 5.0000 .1345 .1345 10" 10" 14'-9 1/16" 87# BR25CAEPX006 15 5.0000 .1345 .1345 10" 10" 14'-1 9/16" 85# BR25CA


Dia. Length Thick. Out In BoltA 4 A325 1/2" 1 1/2" 3/8" 1 1 49080B 4 F1852 3/4" 1 3/4" 1/4" 1 1 Yes Yes 0097387<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.


2 4'-0"3 3'-6"4 4'-6"5 2'-4"6 2 @ 4'-3"7 2 @ 3'-3 7/16"


Vert. Clearance at member 1(CX001): 17'-7 11/16"Vert. Clearance at member 12(CX002): 14'-5 1/4"Vert. Clearance at member 13(EPX004): 16'-9 1/2"Vert. Clearance at member 14(EPX005): 15'-9"Vert. Clearance at member 15(EPX006): 15'-1 1/2"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)

22'-0" 25'-0" 15'-0" 18'-0"

E

BL

A

BL

CL

D

CL

C

CL

B

80'-0"


1

GFB2037

23

5'-0"

45

GFB2043

GFB2043<S>

GFB2043<S>

GFB2043

GFB2043<S>

GFB2043<S>

GFB2043<S>

GFB2043<S>

GFB2043

6

13 @ 5'-0"7

1

GFB2037

23

5'-0"

3

19'-4"

16'-0"

80'-0 13/16" 0.500:12

CX001

RBX001RBX002 RBX003 RBX004

CX002

EPX004

EPX005

EPX006

AB

B B

A

AA

A

101'-0" 101'-0" 101'-0" 101'-0" 101'-0"

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#











19-013179-01

7/12/2019

JAC13


FOR CONSTRUCTION



11:19:247/13/2019


Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.WeightCX011 1 8.0000 .2500 .1644 2'-6" 2'-6" 18'-2 15/16" 698#RBX014 2 6.0000 .2500 .1644 1'-6" 1'-6" 18'-6 1/2" 487#

3 6.0000 .2500 .1644 1'-6" 1'-6"CX011 4 8.0000 .2500 .1644 2'-6" 2'-6" 18'-2 15/16" 698#


Dia. Length Thick. Out In BoltA 8 F1852 1 1/8" 4" 1" 2 2 Yes Yes 49341B 2 A325 3/4 2 1/2" 1" 0097284

1 8"Dimension Key

2 1'-0 1/2"



25'-0"

11 23'-8"

4 5

PORTAL FRAME ELEVATION ALONG E

CX011

RBX014

CX011

A A

18'-2 15/16"

2

B B

VPC VERSION:

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B PORTAL FRAME ELEVATION ALONG ETeton West Construction


19-013179-01

7/12/2019

JAC14


FOR CONSTRUCTION



11:19:267/13/2019

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B PRIMARY BRACING SED'STeton West Construction


19-013179-01

7/12/2019

JAC15


FOR CONSTRUCTION


11:19:267/13/2019 SEDSheet

1 RCHB15Part Mark Key

1 6"Dimension Key

MarkSecondary Part Schedule

Part Thick. Depth Lap DetailE1 00108HS2411414B00 0.0790 8 1/2" RS12PH,RS12PAE2 00108ES2411417B00 0.0600 8 1/2" RS12PH,RS12PAE3 08H2411414DDB00 0.0790 8 1/2" RS12PE,RS12PAE4 08E2411417DDB00 0.0600 8 1/2" RS12PA,RS12PEE5 08H2411411DDB00 0.1130 8 1/2" RS12PEE6 00208ES2411417B00 0.0600 8 1/2" RS12PH,RS12PAP1 08Z2811413B5B0 0.0880 8 1/2" 3'-10 1/2" RS02T1,RS01T1P2 08Z301141544B0 0.0730 8 1/2" 2'-10 1/2" RS01T1P3 08Z301141444B0 0.0790 8 1/2" 2'-10 1/2" RS01T1P4 08Z301141344B0 0.0880 8 1/2" 2'-10 1/2" RS01T1

IdSecondary Bracing Schedule

Qty Mark No Spacing1 29 PBA0406(Typ.) 4'-3"2 29 PBA0307 3'-3 7/16"See SED:BR09K5, BR09RY, BR09RZ, BR09K2

80'-0"

150'-0"

1 24'-6" 25'-0" 25'-0" 25'-0" 25'-0" 24'-6" 1

1R1B1

E1

P1(Typ.)

E21R1B2

E3

P2

P3

P4(Typ.)

P3

E41R1B3

E3

P2

P3(Typ.)

E41R1B4

E5

P2(Typ.)

P3

P3

P3

P3

E41R1B5

E3

P2

P3

P4(Typ.)

P3

E41R1B6

E1

P1(Typ.)

E6

11

11

11

11

11

11

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

12

ROOF SECONDARY PLAN

A BL

BC

DE BL

1

BL

2 3 4 5 6 7

BL

VPC VERSION:

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BUILDER'S PO#









B ROOF SECONDARY PLANTeton West Construction


19-013179-01

7/12/2019

JAC16


FOR CONSTRUCTION

1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS.3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.

Shape Name = Shop

11:19:287/13/2019

High Eave

Low Eave

VPC VERSION:

FILENAME:

JOB #

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DRAWN/CHECK

PAGE

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LOCATION

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BUILDER'S PO#









B ROOF SECONDARY SED'STeton West Construction


19-013179-01

7/12/2019

JAC17


FOR CONSTRUCTION


11:19:297/13/2019 SEDSheet

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B ROOF SECONDARY SED'STeton West Construction


19-013179-01

7/12/2019

JAC18


FOR CONSTRUCTION


11:19:307/13/2019 SEDSheet

1 GFA206Part Mark Key

1 4'-0"Dimension Key

2 3'-6"


Part Thick. Depth DetailG1 00108ZS160301710 0.0600 8 1/2" WSR001,G2 08Z1409417EE10 0.0600 8 1/2"G3 08Z2409414EE10 0.0790 8 1/2"G4 08Z2409413EE10 0.0880 8 1/2"G5 00208ZS200301610 0.0680 8 1/2" WSR001,G6 00308ZS200301510 0.0730 8 1/2" WSR001,


Qty Length Detail04RS2100 1 21'-0" BR01G2,BRX05004RS2007 1 20'-7" BR01G2,BRX050

NBVP - Masonry

80'-0"

16'-0"

19'-4"

18'-0" 15'-0" 25'-0" 22'-0"

A

BL

E

BL

CL

D

CL

C

CL

B

1W1B0

G1(Typ.)

1W1B1

G2(Typ.)

1W1B2

G3(Typ.)

G4

1W1B3

G5(Typ.)

G6

12

5'-0"

2

1

1

1

1

1

1

04RS2100

04RS2007

SECONDARY ELEVATION AT 1

VPC VERSION:

FILENAME:

JOB #

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BUILDER'S PO#









B SECONDARY ELEVATION AT 1Teton West Construction


19-013179-01

7/12/2019

JAC19


FOR CONSTRUCTION


Shape Name = Shop, Wall = 1

11:19:337/13/2019

WS01R9

WS01R9

WS01R9WS01R9

WS01R9

WS01R9

1 6"Dimension Key

2 4'-0"3 3'-6"


Part Thick. Depth Lap DetailG7 08Z2411416BD00 0.0680 8 1/2" WSR001,WS01G2G8 08Z2511417B100 0.0600 8 1/2" 10 1/2" WSR001,WS01G3G9 08Z2411416DD00 0.0680 8 1/2" WS01G2G10 08Z26114171100 0.0600 8 1/2" 10 1/2" WS01G3


Qty Length Detail10RU2708 2 27'-8" BR02K1

NBVP - Masonry

150'-0"

16'-0"

1 24'-6" 25'-0" 25'-0" 25'-0" 25'-0" 24'-6" 1

7

BL

1

BL

CLCL

2

CL

3

CL

4

CL

5

CL

6

CL

1W2B1

G7

G8(Typ.)

1W2B2

G9

G10(Typ.)

1W2B3

G9

G10(Typ.)

1W2B4

G9

G10(Typ.)

1W2B5

G9

G10(Typ.)

1W2B6

G7

G8(Typ.)

23

5'-0"

3

10RU2708

10RU2708

SECONDARY ELEVATION AT A

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

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LOCATION

PROJECT

BUILDER'S PO#









B SECONDARY ELEVATION AT ATeton West Construction


19-013179-01

7/12/2019

JAC20


FOR CONSTRUCTION



11:19:347/13/2019

1 GFA206Part Mark Key

1 4'-0"Dimension Key

2 3'-6"


Part Thick. Depth DetailG1 00108ZS160301710 0.0600 8 1/2" WSR001,G2 08Z1409417EE10 0.0600 8 1/2"G3 08Z2409414EE10 0.0790 8 1/2"G4 08Z2409413EE10 0.0880 8 1/2"G5 00208ZS200301610 0.0680 8 1/2" WSR001,G6 00308ZS200301510 0.0730 8 1/2" WSR001,


Qty Length Detail03RS2902 1 29'-2" BR01G2,BRX05003RS2909 1 29'-9" BR01G2,BRX050

NBVP - Masonry

80'-0"

19'-4"

16'-0"

22'-0" 25'-0" 15'-0" 18'-0"

E

BL

A

BL

CL

D

CL

C

CL

B

1W3B0

G5(Typ.)

G6

1W3B1

G3(Typ.)

G4

1W3B2

G2(Typ.)

1W3B3

G1(Typ.)

12

5'-0"

6'-10"

1

1

1

1

1

1

03RS2902

03RS2909

SECONDARY ELEVATION AT 7

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

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BUILDER'S PO#









B SECONDARY ELEVATION AT 7Teton West Construction


19-013179-01

7/12/2019

JAC21


FOR CONSTRUCTION



11:19:357/13/2019

WS01R9

WS01R9

WS01R9WS01R9

WS01R9WS01R9

1 JTG1Part Mark Key

2 PG11 6"

Dimension Key

2 4'-0"3 3'-6"4 4'-6"5 2'-4"


Part Thick. Depth Lap DetailG8(Flip) 08Z2511417B100 0.0600 8 1/2" 10 1/2" WSR001,WS01G3G11 00408ZS300241700 0.0600 8 1/2" WSR001,WS20F2G12 00508ZS300241600 0.0680 8 1/2" WSR001,WS20F2G13(Flip) 08Z28114173300 0.0600 8 1/2" 1'-10 1/2" WS01G3G14 00608ZS100541700 0.0600 8 1/2" WS01G3,WS20F2H1 00108JS1400017 0.0600 8 1/2" WS20F9J1 00208JS1508216 0.0680 8 1/2" WS20F9,WS20F2,WS20B2,WS20B8

NBVP - Masonry

150'-0"

19'-4"

1 24'-6" 25'-0" 25'-0" 25'-0" 25'-0" 24'-6" 1

1

BL

7

BL

CL CL

2

CL

3

CL

4

CL

5

CL

6

CL

1

1

1

1W4B1

G11

G12(Typ.)

G8(Flip)2 2

H1

22

J1

2

2J1

1W4B2

G13(Flip)

1 1

1 1

1 1

1W4B2

G14(Typ.)

2 2H1

22

J1

2

2J1

1W4B3

G13(Flip)

1 1

1 1

1 1

1W4B3

G14(Typ.)

2 2H1

22

J1

2

2J1

1W4B4

G13(Flip)

1 1

1 1

1 1

1W4B4

G14(Typ.)

2 2H1

22

J1

2

2

J1

1W4B5

G13(Flip)

1

1

1

1W4B6

G11

G12(Typ.)

G8(Flip)

23

5'-0"

45

5'-6" 14'-0" 5'-6" 5'-6" 14'-0" 5'-6" 5'-6" 14'-0" 5'-6" 5'-6" 14'-0" 5'-6"

14'-0"

14'-0"

14'-0"

14'-0"

SECONDARY ELEVATION AT E

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B SECONDARY ELEVATION AT ETeton West Construction


19-013179-01

7/12/2019

JAC22


FOR CONSTRUCTION



11:19:367/13/2019

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B WALL SECONDARY SED'STeton West Construction


19-013179-01

7/12/2019

JAC23


FOR CONSTRUCTION


11:19:367/13/2019 SEDSheet

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B WALL SECONDARY SED'STeton West Construction


19-013179-01

7/12/2019

JAC24


FOR CONSTRUCTION


11:19:377/13/2019 SEDSheet

IdCovering Mark Schedule

Qty Start Panel Last Panel Direction#5 50 R37023261GTD R37023261GTD Left to Right#6 50 R25040261GTD R25040261GTD Left to Right#7 50 R18056261GTD R18056261GTD Left to Right

IdCovering Schedule

Qty Length Type Gage OP Fin. Color Direction#5 50 37'-2 3/8" PR 26 1 G TD Left to Right#6 50 25'-4" PR 26 1 G TD Left to Right#7 50 18'-5 3/4" PR 26 1 G TD Left to RightOper. Code:1=SQ,SQFinish:G=GalvalumeColor:TD=Standard Color

IdTrim Schedule

Parts Color DetailsT1 (8)RKF20,RKF10 Cool Ebony RC30B1,RS10R1T2 (7)EG201,EG121,(15)GRA10,(51)STR2 Cool Ebony RC03B1,RC04B2,RC32B8,RC39A3,RC61B6,RCV324,WC04G1T3 BS1,FPRF1,GGC1,MCC1 Cool Ebony RC38N1T4 (7)PKF20A,PKF10A Cool Ebony EN52A1,ENV003,RC00A1,RC03B1,RC35B1,WC13F1T5 MCC1 Cool Ebony RC38AJ

PartFastener Schedule

Description0097584UNPNTD (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer - Panel to Structural Fastener0097581UNPNTD (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer - Panel to Panel Fastener

80'-0"

150'-0"

(50)#5

(50)#6

(50)#7

T1

T1

T2

T3 T3

T4T5 T5

ROOF COVERING PLAN

A BL

E BL

1

BL

7

BL

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B ROOF COVERING PLANTeton West Construction


19-013179-01

7/12/2019

JAC25


FOR CONSTRUCTION

1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS TO STRUCTURAL BEAMS2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.

Shape Name = Shop

11:19:407/13/2019

High Eave

Low Eave


Qty Start Panel Last Panel Increment Direction Start Dim.#9 27 W1411026FKOW W1802026FKOW 1 1/2" Left to Right 0'-0"

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Increment Direction#9 27 PR 14'-11" 26 F K OW 1 1/2" Left to RightOper. Code:F=CR,SQFinish:K=KXL (Kynar)Color:OW=Cool Cotton White

IdTrim Schedule

Parts Color DetailsT1 (5.3)BG2415 Cool Cotton White EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2T2 CT16 Cool Ebony WC20A1T3 CT20 Cool Ebony WC20A1


Color Description0097584-102 Cool Cotton White (T-2) #12-14 x 1 1/4", 5/16" Hex Hd, SS Cap w/Washer - Panel to Structural Fastener0097581-102 Cool Cotton White (T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer - Panel to Panel Fastener

NBVP - Masonry

80'-0"

16'-0"

19'-4"

A

BL

E

BL

14'-11"

15'-0 1/2"

15'-2"

15'-3 1/2"

15'-5"

15'-6 1/2"

15'-8"

15'-9 1/2"

15'-11"

16'-0 1/2"

16'-2"

16'-3 1/2"

16'-5"

16'-6 1/2"

16'-8"

16'-9 1/2"

16'-11"

17'-0 1/2"

17'-2"

17'-3 1/2"

17'-5"

17'-6 1/2"

17'-8"

17'-9 1/2"

17'-11"

18'-0 1/2"

18'-2"

(27)#9

1'-0" T1

T2

T3

COVERING ELEVATION AT 1

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B COVERING ELEVATION AT 1Teton West Construction


19-013179-01

7/12/2019

JAC26


FOR CONSTRUCTION



11:19:427/13/2019


Qty Start Panel Direction Start Dim.#1 50 W1502026GKOW Left to Right 0'-0"

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Direction#1 50 PR 15'-2" 26 G K OW Left to RightOper. Code:G=CR,NTFinish:K=KXL (Kynar)Color:OW=Cool Cotton White

IdTrim Schedule

Parts Color DetailsT1 (10)BG2415 Cool Cotton White EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2T2 5CE75,(2)CP510,DN1,(4)DST1 Cool Cotton White RC38P1



NBVP - Masonry

150'-0"

16'-0"

7

BL

1

BL

(50)#1

1'-0" T1

T2

T2

T2

COVERING ELEVATION AT A

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B COVERING ELEVATION AT ATeton West Construction


19-013179-01

7/12/2019

JAC27


FOR CONSTRUCTION



11:19:437/13/2019


Qty Start Panel Last Panel Increment Direction Start Dim.#2 27 W1801426FKOW W1410426FKOW -1 1/2" Left to Right 0'-0"

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Increment Direction#2 27 PR 18'-1 1/2" 26 F K OW -1 1/2" Left to RightOper. Code:F=CR,SQFinish:K=KXL (Kynar)Color:OW=Cool Cotton White

IdTrim Schedule

Parts Color DetailsT1 (5.3)BG2415 Cool Cotton White EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2T2 CT16 Cool Ebony WC20A1T3 CT20 Cool Ebony WC20A1



NBVP - Masonry

80'-0"

19'-4"

16'-0"

E

BL

A

BL

18'-1 1/2"

18'-0"

17'-10 1/2"

17'-9"

17'-7 1/2"

17'-6"

17'-4 1/2"

17'-3"

17'-1 1/2"

17'-0"

16'-10 1/2"

16'-9"

16'-7 1/2"

16'-6"

16'-4 1/2"

16'-3"

16'-1 1/2"

16'-0"

15'-10 1/2"

15'-9"

15'-7 1/2"

15'-6"

15'-4 1/2"

15'-3"

15'-1 1/2"

15'-0"

14'-10 1/2"

(27)#2

1'-0" T1

T2

T3

COVERING ELEVATION AT 7

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B COVERING ELEVATION AT 7Teton West Construction


19-013179-01

7/12/2019

JAC28


FOR CONSTRUCTION



11:19:447/13/2019


Qty Start Panel Direction Start Dim.#3 36 W1806026FKOW Left to Right 0'-0",42'-0",69'-0",93'-0",117'-0"#4 14 W05034261KOW Left to Right 33'-0",57'-0",81'-0",108'-0"

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Direction#3 36 PR 18'-6" 26 F K OW Left to Right#4 14 PR 5'-3 1/2" 26 1 K OW Left to RightOper. Code:F=CR,SQOper. Code:1=SQ,SQFinish:K=KXL (Kynar)Color:OW=Cool Cotton White

IdTrim Schedule

Parts Color DetailsT1 (6.3)BG2415 Cool Cotton White EN52A1,ENV003,RC00A1,WC01D9,WC04G1,WS27B2,WS27D2T2 DFT14,JT14 Cool Ebony WC24A1T3 DFT14,HTS14 Cool Ebony WC24A2



NBVP - Masonry

150'-0"

19'-4"

1

BL

7

BL

(11)#3

(3)#4

(5)#3

(4)#4

(4)#3

(4)#4

(5)#3

(3)#4

(11)#3

1'-0"T1-30'-6" T1-11'-0" T1-11'-0" T1-11'-0" T1-30'-6"

T2

T2

T2

T2

T2

T2

T2

T2

T3 T3 T3 T3

30'-6" 14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 11'-0" 14'-0" 30'-6"

COVERING ELEVATION AT E

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B COVERING ELEVATION AT ETeton West Construction


19-013179-01

7/12/2019

JAC29


FOR CONSTRUCTION



11:19:457/13/2019

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B COVERING & TRIM SED'STeton West Construction


19-013179-01

7/12/2019

JAC30


FOR CONSTRUCTION

11:19:497/13/2019 SEDSheet

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B COVERING & TRIM SED'STeton West Construction


19-013179-01

7/12/2019

JAC31


FOR CONSTRUCTION

11:19:517/13/2019 SEDSheet

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B B-081465Teton West Construction


19-013179-01

7/12/2019

JAC32


FOR CONSTRUCTION

11:37:317/13/2019 SEDSheet

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B B-081765Teton West Construction


19-013179-01

7/12/2019

JAC33


FOR CONSTRUCTION

11:38:297/13/2019 SEDSheet

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B S-081766Teton West Construction


19-013179-01

7/12/2019

JAC34


FOR CONSTRUCTION

11:38:347/13/2019 SEDSheet

VPC VERSION:

FILENAME:

JOB #

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDER'S PO#









B S-081767Teton West Construction


19-013179-01

7/12/2019

JAC35


FOR CONSTRUCTION

11:38:387/13/2019 SEDSheet

Documents

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