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BUILDER/CONTRACTOR RESPONSIBILITIES Claims for damage or shorts MUST be noted on the Bill—of—Lading or delivery SKYUGHTS
<br /> receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.U.B. Plant)
<br /> VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. 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 /> VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work 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 /> unless stipulated otherwise in the contract documents. In of discrepancies between material quantities 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 /> VP Buildings structural plans and plans for other trades, VP Buildings structural plans shall govern. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities RAIN WATER RUNOFF
<br /> billed on the shipping document if such shortages are not noted on the shipping documents upon
<br /> It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, Drainage systems must be designed by the project professional to comply with code requirements.
<br /> jurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VP boxes, or crates, shortages must be reported immediately upon unpacking. Should products get VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The project
<br /> interpretation of the contract purchase order. Unless specific design criteria concerning interface 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 /> design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. 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 engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering SEALANTS the building perimeterandat valley conditions to prevent ponding.
<br /> supply sealed engineering design data and drawings for VP supplied material as part of the overall Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised. STEEL SHOP COAT
<br /> project for use by others to obtain permits, approvals, and coordinate with other trades. The builder pp 9 p
<br /> or A E firm are responsible for the overall ' coordination, includingcoordination with appropriate
<br /> Sealant must be applied in temperatures and weather conditions consistent with labeling. The purpose of VP's shopcoat is toprovideprotection for the steel members during
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<br /> inspection and testing agencies. All interface and/or compatibility of any materials not furnished by INDEPENDENT MEZZANINES transportation, during temporary job site storage and during erection. Standard shop formulation
<br /> VP are to be considered and coordinated by the builder or A/E firm. 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 properly drained during job site storage. It is the Builder's
<br /> 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 /> The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" 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 /> drawings and all applicableproduct installationguides. VP is not responsible for work done from anyresponsibility for the design of the independent mezzanine.
<br /> 9 pp Po VP BUILDINGS ACCREDITATIONS AND APPROVALS
<br /> other VP drawings that are not marked "FOR CONSTRUCTION', nor any drawings prepared by others. FIRE CODE COMPLIANCE Fabricator Approvals
<br /> As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice It is the responsibility of the project design professional and builder to comply with local fire code IAS AC472 Approvals: (www.iasonline.org/MetaLBuilding_Systems/MB.htrnl)
<br /> (in Canada — CSA S16), which require L/500 tolerance of installed members. Occasional regulations including consideration of, but not limited to, building use and occupancy, all building Listed under BlueScope Buildings North America, Inc.
<br /> field work including shimming, cutting, coping, and drilling for final fit—up are considered part of construction materials, separation requirements, egress requirements, fire protection systems, etc. City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429;
<br /> erection. Specified field work and field welding conditions indicated on these drawings shall Builder shall advise VP of any special requirements to be furnished by VP. City of Phoenix, AZ C19-02008; Clark County 43 & 833
<br /> also be included in the erectors scope of work. See Erection Guide for shimming procedure. FIELD MODIFICATIONS Desi Approvals
<br /> For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. g n pp
<br /> Modifications to this building from details and instructions contained on these drawings must be IAS AC472 Approvals: (www.iasonline.org/MetaLBuilding_Systems/MB.html)
<br /> The building erector shall be properly licensed and experienced in erecting metal building systems. approved in writing by VP Buildings engineers, or other licensed structural engineer. This includes, Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc.
<br /> The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or Canadian CSA A660 Certifications
<br /> and all other governing site safety criteria. The builder is responsible for designing, supplying, rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc.
<br /> locating and installing temporary supports and bracing during;erection of the building. VP The owner shall not impose loads to this structure beyond what is specified for this building in (fitted/eng.cwb BlueScope
<br /> s North
<br /> bracing is designed for code required loads after building completion and shall not be considered the contract documents. VP Buildings accepts no responsibility for the consequences of any Listed under BlueScope Buildings North America, Inc. I H
<br /> as adequate erection bracing. See Erection Guide. unauthorized additions, alterations, or added loads to this structure. Engineering Certifications of Authorization q5
<br /> 3
<br /> EXISTING STRUCTURES USA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; Q 0 ''�47
<br /> If the builder intends to invoice VP Buildings for modifications in excess of $1000, The builder / Q
<br /> MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059—I Z` 4r '�
<br /> = VP must be advised of any existing structure that is within 20 ft. of VP's building. must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to ,4.Zre N*0
<br /> CAN--AB#P08900; NS#30123; ON#100148796; and Yi#PP134 fJ N
<br /> Loadings of both buildings may be affected when adjacent buildings ore within this distance. proceeding. NI final claims must be submitted to VP Buildings with all supporting documentation O C?
<br /> VP cannot be responsible for the design or loading of existing buildings. within 30 days of the building completion. Claims submitted without work authorizations, or after ICC Evaluation Reports (www.icc—es.org) 1.3: w . z
<br /> 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate
<br /> BRACING SSR Roof System #ESR-2527
<br /> amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of K'S' 4:e
<br /> Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be Standard Practice to be part of erection are not subject to claim reimbursement. State of Florida Product Approvals (www.floridabuilding.org) /1 47 O mkt
<br /> taken while tightening brace rods so as not to cause accidental or misalignment of components. CONCRETE/MASONRY/CONVENTIONAL STUD WALLS Approved Products Listed Under VP Buildings, Inc. ;lisp,...,4-
<br /> VP
<br /> _TER'
<br /> All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For ;lis
<br /> longor heavyrods, or angles it maybe necessaryto support the rods at mid—baybysuspending The engineer responsible for the design of the walls em is responsible for coordinatingwith, or VP TextureClad — See Transamerican Structuroc, Inc.
<br /> 9 PP Pe 9 9 P 9 Y P ANAL
<br /> them from secondary members. specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection Dade Co. Product Approval (www.miamidade.gov/buildingcode)
<br /> compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and Approved Products Listed Under Varco Pruden Buildings, Inc.
<br /> Bracing for seismic or wind loading of objects or equipment that are not a part of the VP counter flashing of wall systems are to be provided by contractor. The engineer responsible for 2/26/2016
<br /> structure must be designed by a qualified professional to deliver lateral loads to primary frames the wall shall design the anchorage to VP supporting elements consistent with Code required forces. VP TextureClad — See Transamerican Structuroc, Inc.
<br /> and rod bracing struts. Equipment bracing and suspension connections must not impose torsion PANELS Underwriter's LaboratoryApprovals (Available only
<br /> or minor axis loads, or cause local distortion in any VP components. VP accepts no pp when specified in contract)
<br /> responsibility for design or installation of bracing systems not furnished by VP. Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several SSR Roof—UL#TGKX-113; SSR Composite Roof Class 90—UL#TGKX-113A;
<br /> FIELD WELDING factors that include induced stresses in the raw material delivered to VP, fabrication methods, SSR Roof w/Super Block; Class 90—UL#TGKX-328;
<br /> installation procedures, and post installation thermal forces. Thru fastened panels will exhibit some
<br /> All field welding shall be done at the direction of a design professional, and done in accordance dimpling when installed, especially when insulation is installed between panels and secondary 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 supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. VP SLR II Roof Class 90—UL#TGKX-90, —180, —435, —435A, —176, —238, —238A, —238B
<br /> welding as directed by the applicable welding procedure specification (WPS). A WPS shall be
<br /> prepared by the contractor for each welding variation specified. The contractor is responsible for Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then Factory Mutual Approved Assemblies (Available only when specified in contract)
<br /> any special welding inspection as required by local jurisdiction. Filler metal shall be springing back into place. All panels experience this action to some degree, especially with SSR Roof Systems are approved in various type applications and listed in FM Approval Guide.
<br /> 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer
<br /> (Seismic Cat 0, E or F), minimum Charpy V—Notch toughness shall meet AISC-341 criteria of blanket insulation between the panels and any hard support surface such as steel secondary 24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-75, 1-90. 22Ga SSR (0.0277"
<br /> (20 ft-lbs min 0 ODeg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of Nominal), is available in Class 1-75, 1-90—, 1-120.
<br /> DELIVERIES 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide.
<br /> It is the responsibility of the builder to have adequate equipment available at the job site to Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness 24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120.
<br /> unload trucks in a safe and timely manner. The Builder will be responsible for all retention of the panels and is not grounds for rejection of panels.
<br /> charges from carriers as a result of job site unloading delays. The Standing Seam joint detail is designed with an interlocking feature for ease of installation.
<br /> SIGNAGE However, it is imperative that installed Standing Seam panels be secured to the secondary
<br /> 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 loadinglimits, and bulk storage limits.
<br /> Floor loading signs shall clearly indicate maximum floor live load permitted. FOR CONSTRUCTION
<br /> Bulk slolaye (ac►Iltlea skill hove signs c leaily poalad un all IaudeJ wulls Indk iii-Miii-M Sr,. ER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF
<br /> of commodity stored and the maximum storage height. Signs shall be clear l P VOORR PRODUCT OF VP AND VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings ERECTION NOTES
<br /> building is fully loaded to design level. Overloading of floors or walls may res itEinldQII1gg.PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125
<br /> REQUIREMENTS SPECIFIED BY VP.THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP
<br /> REV DATE BY. DESCRIPTION BUILDER JOBA
<br /> VP ENGINEER'S SEAL DOES NOT APPLY RI III DINGS - Commercial Design Consultants 15-022921-01
<br /> TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 2/12/2016 DMA PERMIT DRAWINGS WS-7°' Boeing Shared Services DATE
<br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 2 2/18/2016 DWM FINAL DRAWINGS LOG1T10N Everett.Washington VP BUILDINGS 2/18/2016
<br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS VARCO PRUDEN DRAVI.C+ECK
<br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROIECr Boeing Glycol Load/Unload Canopy DWMCOP
<br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS POR PAG j� �
<br /> NTS 15-1208 YPCVERsroN 2015.2c
<br /> 2/12/2016 10:32:06 FLLENAME Boeing Glycol Load and Unload Canopy.d...a BK.S.P.B lungs Nufi.me....In.
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