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BUILDER/CONTRACTOR RESPONSIBILITIES Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery SKYLIGHTS
<br /> VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. receipt and filed against the carrier by the consignee as per VP's Terms of Sales(F.O.B.Plant)
<br /> VP Buildings standard product specifications,design,fabrication,quality criteria shall govern all work under the Uniform Commercial Code. It is critical that damages or shorts be noted on the Local building departments may require added fall restraint due to conditions that may affect the
<br /> unless stipulated otherwise in the contract documents. Bill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material, skylight structural integrity. It is the responsibility of the builder to determine and provide any
<br /> VP Buildings structural plans and plans for other trades,n case , discrepancies between Buildings structural plans shall govern. material quantifies are verified by the Builder against quantities billed on the shipping document. added fall restraint under the skylight as may be required by your building department.
<br /> Neither the Manufacturer nor the carrier is responsible for material shortages against quantities RAIN WATER RUNOFF
<br /> It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and billed on the shipping document if such shortages are not noted on the shipping documents upon
<br /> jurisdictions as required. roval of VP Buildings drawings constitutes the builders acceptance of VP delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, Drainage systems must be designed b theproject professional to corn with code
<br /> 1Approval 9 9a9 Ys 9 Y P comply requirements.
<br /> interpretation of the contract purchase order. Unless specific design criteria concerning interface boxes,or crates,shortages must be reported immediately upon unpacking. Should products get VP is not responsible fordrainage designs,overflow scuppers,down piping,etc. The project
<br /> design and details are furnished as part of the contract,VP Buildings design assumptions shall govern. wet,bundled and crated materials must be unpacked and unbundled immediately to provide professional and contractor are responsible to ensure that primary drains and overflow devices
<br /> drainage of trapped moisture.See Erection Guide for proper job site storage procedure. such as scuppers and auxiliary drains are provided as required for the required rain intensity at
<br /> VP engineer;are not Project Engineers or Engineer of Record for the overall project. VP engineering SEALANTS the building perimeter and at valley conditions to prevent ponding.
<br /> supply sealed engineering design data and drawings for VP supplied material as part of the overall
<br /> project for use by others to obtain permits,approvals,and coordinate with other trades. All interface Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. STEEL SHOP COAT
<br /> and/or compatibility of any materials not furnished by VP are to be considered and ccordinated by Sealant must be applied in temperatures and weather conditions consistent with labeling. The purpose of VP's shop coat is to provide protection for the steel members during
<br /> the builder or A/E firm. INDEPENDENT MEZZANINES transportation,during temporary job site storage and during erection. Standard shop formulation
<br /> is not designed to perform as a finish coat when exposed to environmental conditions. Members
<br /> CONSTRUCTION&ERECTION RESPONSIBILITY Independent mezzanines must be designed by a professional engineer. The engineer must ensure shall be kept free of the ground and property drained during job site storage. It is the Builder's
<br /> The Builder is responsible for construction in strict accordance with VP Buildings"FOR CONSTRUCTION" that proper isolation from the VP building has been provided to avoid structural damage due to responsibility to ensure that if a finish coat is being applied over VP shop coat that the
<br /> drawings and all applicable product installation guides. VP is not responsible for work done from any differential movements,or inadvertently apply loads to the VP structure. VP accepts no painting contractor verifies compatibility between his finish coat and VP's shop coat.
<br /> other VP drawings that are not marked"FOR CONSTRUCTION",nor any drawings prepared by others. responsibility for the design of the independent mezzanine.
<br /> VP BUILDINGS ACCREDITATIONS AND APPROVALS
<br /> As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice FIRE CODE COMPLIANCE Fabricator Approvals
<br /> (in Canada-CSA S16),which require U500 tolerance of installed members. Occasional It is the responsibility of the project design professional and builder to comply with local fire code IAS AC472Appro\rals:(www.lasonline.org/Metal—BU!Iding_Systems/MB.html)
<br /> field work including shimming,cutting,coping,and drilling for final fit-up are considered part of regulations including consideration of,but not limited to,building use and occupancy,all building Listed under BlueScope Buildings North America,Inc.
<br /> erection. Specified field work and field welding conditions indicated on these drawings shall construction materials,separation requirements,egress requirements,fire protection systems,etc. City of Los Angeles,CA#FB00031;City of Houston,TX 767&429;
<br /> also be included in the erectors scope of work. See Erection Guide for shimming procedure. Builder shall advise VP of any special requirements to be furnished by VP. City of Phoenix AZ C19-02008;Clark County,NV 43&833,San Bernardino County,CA 289
<br /> For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. FIELD MODIFICATIONS State of Utah,City of Richmond,CA.
<br /> The building erector shall be properly licensed and experienced in erecting metal building systems. Modifications to this building from details and instructions contained on these drawings must be Design Approvals
<br /> The Builder is responsible for having knowledge of,and shall comply with,all OSHA requirements approved in writing by VP Buildings engineers,or other licensed structural engineer. This includes, IAS AC472 Approvals:(www.iasonline.org/Metal_Building_Systems/MB.htmI
<br /> and all other governing site safety criteria. The builder is responsible for designing,supplying, but is not limited to,removal of roof or wall cladding,removing or moving any flange braces or Listed under Varco Pruden Buildings,a Division of BlueScope Buildings North America,Inc.
<br /> locating and installing temporary supports and bracing during erection of the building. VP rod braces,cutting of openings for doors,windows or RTU's,correction of fabrication errors,etc. Canadian CSA A660 Certifications
<br /> bracing is designed for code required loads after building completion and shall not be considered The owner shall not impose loads to this structure beyond what is specified for this building in
<br /> as adequate erection bracing.See Erection Guide. the contract documents. VP Buildings accepts no responsibility for the consequences of any (httpleng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx)
<br /> EXISTING STRUCTURES unauthorized additions,alterations,or added loads to this structure. Listed under BlueScope Buildings North America,Inc.
<br /> If the builder intends to invoice VP Buildings f
<br /> VP must be advised of any structure that is within 20 ft.of VP's building. Load effects from g or modifications in excess of$1000,The builder Engineering Certifications of Authorization
<br /> snow drifting,wind effects,and seismic separation must be considered for both the new and must notify VP Buildings immediately,and obtain a Work Authorization from VP Buildings prior to USA—AR#576;FL#30427;ID#C-2470;IL#184-002649;KS#E-29;MS#E-0592;
<br /> proceeding. All final claims must be submitted to VP Buildings with all supporting documentation MO#E-2010007736;NC#F-0998;OK#CA4170PE;SD#C-1787;TX#F4828;WV#C03059-00;
<br /> resting structures. to has designed the new VP building for these effects.The ng stowneructure for
<br /> within 30 days of the building completion. Claims submitted without work authorizations,or after CAN—AB#P08900;NS#30123;ON#100148796;and YT#PP134
<br /> responsible for employing a Professional Engineer to review and verify the resting structure for all Ys 9 P
<br /> load effects from the adjacent VP building. 30 days will not be accepted. Correction of minor misfits,shimming and plumbing,moderate ICC Evaluation Reports(www.icc-es.org)
<br /> amount of reaming,drilling,chipping/cutting and minor welding are considered by Code of
<br /> BRACING Standard Practice to be part of erection are not subject to claim reimbursement. SSR Roof System-#ESR-2527
<br /> Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be CONCRETE/MASONRY/CONVENTIONAL STUD WALLS State of Florida Product Approvals(www.floddabuilding.org)
<br /> taken while tightening brace rods so as not to cause accidental or misalignment of components. Approved Products Listed Under VP Buildings,Inc.
<br /> All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For The engineer responsible for the design of the wall system is responsible for coordinating with,or
<br /> long or heavy rods,or angles it may be necessary to support the rods at mid-bay by suspending specifying to VP Buildings,any wall to steel compatibility issues such as drift and deflection VP TextureClad-See Transamerican Structuroc,Inc.
<br /> them from secondary members. compatibility,special base details,and wall to VP steel connections. All fasteners,sealant and Dade Co.Product Approval (www.miamidade.gov/buildingoode)
<br /> counter flashing of wall systems are to be provided by contractor. The engineer responsible for
<br /> Bracing for seismic or wind loading of objects or equipment that are not apart of the VP the wall shall design the anchorage to VP supporting elements consistent with Code required forces. Approved Products Listed Under Varco Pruden Buildings,Inc.
<br /> structure must be designed by a qualified professional to deliver lateral loads to primary frames PANELS VP TextureClad-See Trensamerican Stnacturoc,Inc.
<br /> and rod bracing struts. Equipment bracing and suspension connections must not impose torsion
<br /> or minor axis loads,or cause local distortion in any VP components. VP accepts no Oil canning is an inherent characteristic of cold formed steel panels. @ is the result of several Underwriter's Laboratory Approvals(Available only when specified in contract)
<br /> responsibility for design or installation of bracing systems not furnished by VP. factors that include induced stresses in the raw material delivered to VP,fabrication methods, SSR Roof-UL#TGKX-113;SSR Composite Roof Class 90-UL#TGKX-113A;
<br /> FIELD WELDING installation procedures,and post installation thermal forces. Thru fastened panels will exhibit some SSR Roof w/Super Black;Class 90 UL#TGKX328;
<br /> dimpling when installed,especially when insulation is installed between panels and secondary
<br /> All field welding shall be done at the direction of a design professional,and done in accordance supports. Dimpling can be minimized by careful installation,taking care not to over drive fasteners. Panel Rib Roof UL Class 60-UL#TGKX-60;Panel Rib Roof UL Class 90-UL#TGKX-64;
<br /> with governing requirements(AWS in USA,CWB in Canada)by welders qualified to perform the
<br /> welding as directed by the applicable welding procedure specification(WPS).A WPS shall be Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then VP SLR II Roof Class 90-UL#TGKX-90,-180,-435,-435A,-176,-238,-238A,-238B
<br /> prepared by the contractor for each welding variation specified.The contractor is responsible for springing back into place. All panels experience this action to some degree,especially with Factory Mutual Approved Assemblies(Available only when specified in contract)
<br /> any special welding inspection as required by local jurisdiction. Filler metal shall be concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer
<br /> 70 ksi(480 MPa)tensile strength.Forwelds in high seismic force resisting system of blanket insulation between the panels and any hard support surface such as steel secondary SSR Roof Systems are approved in various type applications and listed in FM Approval Guide.
<br /> (Seismic Cat D,E or F),minimum Charpy V-Notch toughness shall meet AISC-341 criteria members,substrates such as plywood,steel decking,or rigid board insulation. A minimum of 24 Ga SSR(0.0227"Nominal),is available in Class 1-60,1-75,1-90. 22Ga SSR(0.0277"
<br /> (20 ft-Ibs min @ ODeg F). Interpass temperatures shall not exceed 550Deg F(30ODeg C). 3 inch thick blanket is recommended over steel secondary members,or 2 inch over substrates. Nominal),is available in Gass 1-75,1-90-,1-120. Q��K W f
<br /> DELIVERIESOil canning,dimpling,and roof rumble do not affect the structural integrity or weather tightness SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide. WA
<br /> R is the responsibility of the builder to have adequate equipment available at the job site to of the panels and is not grounds for rejection of panels. �/ 0
<br /> unload trucks in a safe and timely manner. The Builder will be responsible for all retention 24 Ga SLR II(0.0227"Nominal),is available in Class 1-75 and 1-120. Q 1�
<br /> charges from careers as a result ofjob site unloading delays. The Standing Seam joint detail is designed with an interlocking feature for ease of installation.
<br /> However,it is imperative that installed Standing Seam panels be secured to the secondary H ¢
<br /> SIGNAGE structural members and properly seamed prior to departure from the job site each day.
<br /> The Builder is responsible for furnishing signs as required by Code and the Building Department,
<br /> including but not limited to,exits,occupancy limits,floor loading limits,and bulk storage limits. SG 92 (�
<br /> Floor loading signs shall clearly indicate maximum floor live load permitted.
<br /> Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type �� C of commodity commodity stored and the maximum storage height. Signs shall be clearly visible when /
<br /> building is fully loaded to design level.Overloading of floors or walls may result in failure. �SS 1
<br /> oNA
<br /> 04/08/2019
<br /> PERMIT SET-For Building Dept.Approval
<br /> THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF
<br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBEDBI VP Buildings
<br /> DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT 3200 Players Club Circle Memphis TN 38125 ERECTION NOTES
<br /> REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER
<br /> VP ENGINEER'S SEAL DOES NOT APPLY P WITHOUT PRIORWRITTEN APPROVAL BUILDINGS. REV DATE By DE.CRJ—q BUILDER CHG Building Systems,Inc. JOB#
<br /> TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUITOME RCadman DATE DATE 734
<br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington VP BUILDINGS 4.5.2019
<br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRMftCHECK
<br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Cadman Everett Bldg 1 � 'ac
<br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NT8 IBUILDERSPC# 28103 vPc vERsioN 2018.2b PAGE
<br /> 4/4/2019 16:46:51 FLENAME:Cadmanl ad1AWonof Bluesoope Buildings NcrohAmm ,k
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