17 E MARINE VIEW DR 2019 Plans 2025-09-29 (3)

BUILDER/CONTRACTOR RESPONSIBILITIES Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery SKYLIGHTS receipt and filed against the carrier by the consignee as per VP's Terms of Sales(F.O.B.Plant) 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 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 unless stipulated otherwise in the contract documents. In case 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. 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 billed on the shipping document if such shortages are not noted on the shipping RAIN WATER RUNOFF It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and PP 9 9 Aping documents jurisdictions as required. Approval 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 by the project professional to comply with code requirements. 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 for drainage designs,overflow scuppers,down piping,etc. The project 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 drainage of trapped moisture.See Erection Guide for properjob site storage procedure. such as scuppers and auxiliary drains are provided as required for the required rain intensity at VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering the building perimeter and at valley conditions to prevent ponding. supply sealed engineering design data and drawings for VP supplied material as art of the overall SEALANTS PP y 9 g 9 g PP P 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 and/or compatibility of any materials not furnished by VP are to be considered and coordinated 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 the builder or A/E firm. INDEPENDENT MEZZANINES transportation,during temporaryjob site storage and during erection. Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions. Members 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 Builders 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 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. other VP drawings that are not marked"FOR CONSTRUCTION",nor any drawings prepared by others. responsibility for the design of the independent mezzanine. VP BUILDINGS ACCREDITATIONS AND APPROVALS i Fabricator As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice FIRE CODE COMPLIANCE Fa Approvals (in Canada-CSA S16),which require L/500 tolerance of installed members. Occasional It is the responsibility of the project design professional and builder to comply with local fire code IAS AC472 Approvals:(www.iasonline.org/Metal_Building_Systems/MB.htmi) 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. 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; 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 For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. FIELD MODIFICATIONS State of Utah,City of Richmond,CA. 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 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/Meta]_Building_Systems/MB.htmi) 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. 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 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 as adequate erection bracing.See Erection Guide. the contract documents. VP Buildings accepts no responsibility for the consequences of any (http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx) EXISTING STRUCTURES unauthorized additions,alterations,or added loads to this structure. Listed under BlueScope Buildings North America,Inc. If the builder intends to invoice VP Buildings VP must be advised of any structure that is within 20 ft.of VP's building. Load effects from s for modifications in excess of$1000,The builder Engineering Certifications of Authorization 9 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; existing structures.VP has designed the new VP building for these effects.The owner/builder are proceeding. All final claims must be submitted to VP Buildings with all supporting documentation MO#E-2010007736;NC#F-0998;OK#CA417OPE;SD#C-1787;TX#F4828;WV#C03059-00; responsible for employing a Professional Engineer to review and verify the existing structure for all within 30 days of the building completion. Claims submitted without work authorizations,or after CAN--AB#PO8900;NS#30123;ON#100148796;and YT#PP134 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) amount of reaming,drilling,chipping/cutting and minor welding are considered by Code of BRACING Standard Practice to be part of erection are not subject to claim reimbursement. SSR Roof System-#ESR-2527 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.floridabuilding.org) taken while tightening brace rods so as not to cause accidental or misalignment of components. Approved Products Listed Under VP Buildings,Inc. 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 Ion or heavy rods,or angles it may be necessary to support specifying to VP Buildings,any wall to steel compatibility issues such as drift and deflection VP TextureClad-See Transamerican Structuroc,Inc. g y g y ry pport the rods at mid-bay by suspending compatibility,special base details,and wall to VP steel connections. All fasteners,sealant and them from secondary members. counter flashing of wall systems are to be provided by contractor. The engineer responsible for Dade Co.Product Approval (www.miamidade.gov/buildingcode) 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. structure must be designed by a qualified professional to deliver lateral loads to primary frames PANELS VP TextureClad-See Transamerican Structuroc,Inc. and rod bracing struts. Equipment bracing and suspension connections must not impose torsion or minor axis loads,or cause local distortion in any VP components. VP accepts no Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several Underwriters Laboratory Approvals(Available only when specified in contract) 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; FIELD WELDING installation procedures,and post installation thermal forces. Thru fastened panels will exhibit some SSR Roof w/Super Block;Class 90-UL#TGKX-328; dimpling when installed,especially when insulation is installed between panels and secondary 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; with governing requirements(AWS in USA,CWB in Canada)by welders qualified to perform the VP SLR II Roof Class 90-UL#TGKX-90,-180,-435,-435A,-176,-238,-238A,-238B 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 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) 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 70 ksi(480 MPa)tensile strength.For welds 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. (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" (20 ft-lbs min @ ODeg F). Interpass temperatures shall not exceed 55ODeg F(30ODeg C). 3 inch thick blanket is recommended over steel secondary members,or 2 inch over substrates. Nominal),is available in Class 1-75,1-90-,1-120. DELIVERIES Oil 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. It 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. 24 Ga SLR II(0.0227"Nominal),is available in Class 1-75 and 1-120. unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. CKtIWESd' However,it is imperative that installed Standing Seam panels be secured to the secondary SIGNAGE structural members and properly seamed prior to departure from the job site each day. a =I 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. o� rte6 2 Floor loading signs shall clearly indicate maximum floor live load permitted. SS/ONAL Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type 4'092019 of commodity stored and the maximum storage height. Signs shall be clearly visible when building is fully loaded to design level.Overloading of floors or walls may result in failure. PERMIT SET-For Building Dept.Approval THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. D VP Buildings WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ERECTION NOTES PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP ItEv �� er oEscwanoH BUILDER JoeNo TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. CHG Building Systems,Inc. 18-040735-01 OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD cusrOMM Cadman — BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, Locnnoe 04/08/2019 PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND Everett,Washington VP BUILDINGS VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT vaaco aauoLm ORANNICHECK Cadman Everett Bldg 2 LND TEMPORARY BRACING. euiLoeRs Pax A BlueScope Steel Company wc P"OE3 NTS 28103 vEmw: 2018.2b 4/5/2019 10:56:23 `—X1E: Cadman a--d Elie m9en Horn A—im.