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BUILDERICONTRACTOR RESPONSIBILITIES FIRE CODE COMPLIANCE VP BUILDINGS CERTIFICATIONS
<br />VP Buildings follows the guidelines as outlined In the AISC and MBMA Codes of Standard Practice. VP
<br />Buildings standard product specifications, design, fabrication, quality criteria shall govem all work unless It is the responsibility of the project design professional and bulkier to comply with local fire code regulations
<br />including consideration of, but not limited to, building use and occupancy, all building construction materiels,
<br />stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any
<br />and plans for other trades, VP Building structural plans shall govem., special requirements to be furnished by VP.
<br />Clatheresponsibility of ilia Buffiferto obtain approvals and permits from all governing agencies and SSR roof fire tested toASTME108.93•ClassArating.
<br />jurisdictions as required; Approval of VP Building drawings constitutes the builders acceptance of VP VP steel roof systems are darned by IBC as fire Gass fi roof assemblies (Sec 16000.
<br />Interpretation of the'contraet purchase order. Unless specific design criteria concerning Interface design and VP SSR steel roof systems are available for FM Class 1 fire rating.
<br />details are furnished as part of the contrac4 VP Buildings design assumptions shall govern. UL 263 approved fire rated assemblies listed as Design Na P260, P268 and P016.
<br />VPengheemamnetProject Engineers or Engines r fRecordfortheoverallpmjed.VPengineedrrysuppy FIELD MODIFICATIONS
<br />seated engineering design date anddrawings forVPsupplied material. as part afthe overall project for use by Modifications to this building from details and Instructions contained on these drawings must be approved In
<br />others to obtain permits, approvals, and coordinate with other trades. The Builder or AIE firm are responalble writing by VP Building engineers, or other licensed structural engineer. This Includes, but Is not limited to,
<br />for theoveraBprojectcooMnation,includingcoordinationwithappropriateInspectionandtestingagencies;All removal of roof or wall cladding, removing or moving any flange braces or red braces, cutting of openings for
<br />interface ARM" compatibility of any materials not furnished by VP are to be Considered and coordinated by doors; windows or RTU's, correction of fabrication errors; etc. The owner shall not Impose loads to this
<br />the builder orAlE firm. structure beyond what is specified for this building In the .contract documents. VP BuAd[ngs, inc. accepts no
<br /> responsibility for the consequences of any unauthorized addlOons, alterations; or added loads to this structure..
<br />CONSTRUCTION 8 ERECTION RESPONSIBILITY PerVP Builder Memo 0BM-001, If the builder Intends to Invoice VP Buildings for modifications In excess of
<br />The Builder In responsible forconstruction Insblctaccordance with VPBuildings "FOR CONSTRUCTION" $1000, the builder must notify VPBuildings lmmedlatety,andobtain aWork Authorization from VPBuildings
<br />drawings and all applicable product Installation guldemVPIsnotresponsible forwork done from any other VP prior to proceeding. AUfinal claims must besubmitted toVPBuildings with all supporting documentation
<br />drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. within 30 days of the building completlom Claims submitted without work authorizations, or after 30 days will
<br />Aserecledpdnmbtaiepnceotanymmh6crebetnotemee0113g0 natbaaccepted. Correction of minter Misfits, shimming and plumbing, moderate amount of reaming, drilling,
<br />PLANT SPECIFIC CERTIFICATIONS
<br /> me a Missouri ro ns Wisconsin
<br />RISC Me Cert. Me Cart. MB Cart. Me Cart, me Cart
<br />IAS FA-377 FA-240 FA-388 FA-370 FA-378
<br />CSA•ASSO VPBWB.
<br />CWB DIV.1 Div. I
<br />Los
<br />Angeles, CA Div.1 Dlv.1
<br />Houston,
<br />TX
<br />Riverside,
<br />CA Typal Fab
<br />NSP02.0028
<br />Clark Co,
<br />NV Fab IDN 241
<br />San
<br />Bernardino
<br />Co, CA Fab 109121
<br /> chipping f miring and minorwelding are considered by Code of Stamiard Practice to be part of erection are
<br />ThebugrDngGreater Shall beproperty licensed andexperienced In creating Metal building systeme. The Builder not subject to claim reimbursement
<br />Is responsible for having knowledge of, and shag comply with, all OSHA mqutrememsandall other governing CONCRETEIMASONRVICONVENTIONALSTUD WALLS
<br />alto safety Gillette. The builder isresponsible fordesigning, supplying, locating andInstalling temporary e ICC Evaluation Reports
<br />supports end bracing during erection of the bulldIng. VP bracing Is designed for code required toads after The
<br />ngineer responsible fort he design of Me wall system is responsible for coordinating wlb, orspeclylag to Panel Rite Roof and Wall • 0ER 4878
<br />building completion and shall not be considered esadequate erection bracing. See VP Builder Memo 0884006. VP Buildings, any well to steel compatibility Issues such as drill and deflection compatibility, special base Van tab Wall-
<br /> details, and wall to VP steel connections. All fasteners, sealant and counterfleshIng of wall systems are to
<br />
<br />17IISTWOBTRUCTURE3
<br />be provided by contractor. The engineer responsible for the will shall design theanclhoragetoVPsupporting
<br />FloddaProductWtalasVP Buildings)
<br />State of
<br />Approval (L
<br />VP must be advised or any existing structure Oatiswithin 20ff.ofVPVbuilding. Loadings ofboth bu0dbrga eiamenlaconsblemwUhCdderequtred(dmeakmludNgASCE7A63ac1L11. OadeCo•ProduclCertlSeallon
<br />allon
<br />may be affected when adjacent holdings are within this distance. VP cannot be responsible for the design or PANELS SSR Roof NOM034206.13; Panel Rib Roof NOAg02.0123,08; Panel Rib Wall NOA002.04187.01;
<br />Wading of misting buildings. Vee Rib VVaA Nl>A001.112BA6
<br />BRACING OR canning Is an Inherent characteristic of cold formed steel panels it Is the result of several factors that Uniformities Laboratory Approvals
<br /> Include Induced stresses In the raw material delivered to VP,fabrication methods, Installation procedures, and SSRRoof•ULOTONX•113; SSRComposlteRoof Class 80•ULOTONX'113A;SSRRcofwl8uperBlock
<br />.
<br />Tonebnbrace rodework lnpairs tobalance fames caused byInitial tensioning. Care must betaken while post Installation thermal forces. ThruFastened panels will exhibit same dimpling when Installed, especially when Class 90-UL0TOK1F828;
<br />Hghteniag brace rods so all not to cause accidental ormbsagmneot of components. Ali rods must be Insulation Is Installed between panels and secondary supports. Dimpling can be minimized by careful Panel Rib Roof UL Cures 60411.8TOKX•60; Pend Rib Roof UL Gees AO•ULOTGKX44;
<br />Installed loans. andthen Uphtened.' Rods should notsiddbtexcessive sag. For long or heavy rods, or angles
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<br />ry Instillation, taking are not to over drive ("tenors. VPSLRIAEPSLRoof Class 904nMKXAO
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<br />in r. Roof rumble Is a phenomenon that Is caused byWinlgusto ailing upantheroof panels and then springing Factory Mutual ApprovedAssemblies
<br />Bracing fo?schools orwind Icading ofobjects erequipment that amnot apart oftheVPstructure must be back Oft place. All panels experience this notion tosome dagmilespecially with concealed capponelasuch SSR Roof Systems am approved In vadoatype applications andlisted In FM Approva!Guide.
<br />damped byaqualified professional todeliver lateral Indstopdmary fameaandrodbracing slMs, aaSSRsndSLR.Roof rumble nolsemaybe minimized byproviding alayer ofblanket Insulation between 20 GoSSR(0.0227"NomWa%Isavailable InClass 1-60,1•T6,180.=aSSR(04277"
<br />Equipment bracing and suspension eomaetionsmust notImpose torobnorminor adsloads, creation local the panels and any hard support surface auchassteel secondary members, substrates such as plywood, Steel NominalhIsevdlableIn Class l•76,1.80•;1.120,
<br />distortion In cosy VP components, VP accepts no roaponslb118yfardesign a 1nstalledon of bracing systems decking, or right board Insulation. A mInhmm of 3Inch thick blanket is recommended over sleek secondary Patents
<br />notfumishedbyVP. membere,cr2Inch ovcraubatrpta . VAdeSayTrussed Purlha:Pat, 6,993,081paL6,912,787
<br />FIELD WELDING Oil carving, dimpling, and roof nimble do not affect the structural Integrity or weather lightness of the panels
<br />Aft fluid waldbhp shall be ilia at the direction Of a deign proteaalahaL and done In accordance with governing and Is not grounds for rejection of panels,
<br />molulnmerds(AWSinUSA, CWBIn Canada) bywelders qualified to perform #inwelding asdirected bythe .. TheSSNSLRJdntdetail ledesigned with anInterlocking feature for use of Installation. However,Rls
<br />applicable welding procedure specification (WPS),AWPBshall beprepared bythacontractor foreach welding imperative that Installed SSR16LRpanels besecured tothesecondary structural members andproperty seamed
<br />vadaltot, SPUMed Unless otherwise approved, use Bfdkal yield, low hydrogen electrodes. The contractor shall pilot to depa tum from the job site each day.
<br />provide for tray special welding inspsstion as mqutrad by code
<br />sKVUGNTS
<br />VP MISSOURI -- STANDARD DESIGN NOTE,
<br />DEIaIIERIE$ VP's TuMtee and VP's domed skylight have been tested to support a 300 b, load over a i aq. R.. area, as
<br />8to tempombmlyofthebuilder tonsve adequate equipment available althejobsite tounload lmcksIn
<br />4$010 andtb=]YMdmon The BuBderwribe mponsiblefdrallretention charges from ardemasarondt wall an ualfomgravity anduplift load test Local building departments maymqubeadded faRrestraint due
<br />tocondplonsthat mayaffect theskylight stmetureebdegrity. gtslhcresponsibgllyofthebugdarto 1) RoofpandsNOTPROVIDED byVPBuildings must rpduall live. snow. min and wind Uplift loads aartha
<br />specified building code. The panel suppgaehallhmtested tbdrpanels toansuroodequdoeulpmtegremlpudquiradby the and
<br />orjobapemleadingdelays. determin and provide anyadded fail restraint under theskylight asmaybe required byyour building buckling in accordance with AM specifications or provide panels with the following migiiiamiprp laswhich will be
<br />PerVP Builder MemoOBlA•001, eWkim for damage or losses MUST be sled an the Blll•oftading ordeavery departmonL considered adequate to resin Partin roll in the absence of physiai tat results
<br />reeefptandfood aga0hstthecarder bygoconsignee asperVivo Terms ofSales (F.O.B.Plant) under the RAN WATER RUNOFF I•x-0.0332in4Minimum S•x-0A454ia•3M'mimumShmr5tiRkas•4,7kipcinchMinimum*
<br />Uniform Commercial Code. Nlacritical that damages or loss benoted antheBgl'ol•Ladingoryouhave . pralnegesystems must be designed by
<br />the project prof . contend to comply with code requirements. VP Is bioinwmConnectimm(1)012SbedumlFasftertoSemdmy@]'-Voa4)r,
<br />NOW reawee with the arrieL lmmsillaley upon delivery of materld, material qua dton are verified by the .
<br />not responsible far drainage designs, overflow sappers, down piping. stns The project professional and (2) 012 Structural Fasteners @ 2-W! me.
<br />Builder agabhstquantities billed onbesblpplhWdocument, Neither tmManufacturer norUacarrier la
<br />responsble for material shortages egsbhet quantities blood on the shlppkhg documentirsuch shortages are not ConlracWare responsible to ensure that primary drains andoverflow devices such asscuppers andauxiliary 2) Wall Panels NOTPROVIDED byVPBuildings Muslrcddallsefsmie,wind Pressure, andwind section lamb as required
<br />
<br />noted anUashipping docunrmbupon del" of material andacknowledged bythearder* agenL.For drains are provided as required for the required rain intensity at the building perimeter and at valley conditions
<br />to prevent painting. b the specified building coda in addition, vertical loads from dead weight of ands, VP framing wet t and weight from
<br />
<br />materials concealed In bundles, boxes, aerates, shortages must be reported Immediately upon unpaddrry; windows, louvemeguipmem,etc. must be carried by die wall panels to thePouadation. L.
<br />Should produdeget wetbundled andcrated matetdsmust beunpacked andunbundled Immediateyto STEEL SHOP COAT 3) It Is the rsponsibilityofthaCashtradormdArakitcedProjcdEnginccrtaamdmeteomnpetihiliyhdwmhVPBuildings
<br />provide drainage of trapped molsb rs.
<br />The purpose of VP's shop coat Is to provide protection for the steelmembers during transportation. during products and the well or mcf panels not fumished byVP.
<br />4) Collateral Ia& should be uniformly distributed an primary and sccadarymam>xre The recommended method of load
<br />SEALANTS temporary Jotieflestorogeendduring erection. 8landerdshop fomwletonlsnotdsslgnedloperfamese
<br />finish coat when exposed to environmental conditions. Members Shelf be kept free of therground and properly appHeadenislothopuriin'swab. The maximum land on anypmRnAengaehouldbe1000or less applied to the Middle of
<br />
<br />gsslatht. hal(beappliedIn$trialaaaordmawRhVPdeWWorwxMardghtnesswillbecompromised.
<br />Bedard must beann"AdIn temperabsreeandweather conditions cosaislentwilhWbeM
<br />drained during job site storage. IM the BdldefsresponsibnRymenaure that gofinish cootie beIngapplied' the flange.
<br />
<br />-- -
<br />A' over VP shop coal that the painting contractorverines compatibility between his Mfeh coat and Vpa shop
<br />Butyl Balants • Service TemperaWre Runge (Degreee): Min 40P (40C); Max 200F (104t) Tape sealants • Service TompueWn Range (D,so"gy Min 40P (40Ck Max 212F (1000) ooaL Soon VP tiulldertiemo pBa4O016 0Bf0.002
<br />INDEPENDENT MEZZANINES , ti
<br />Independent msaardmemust bedesigned byaprofessional onghheet. The engineer must ensure that proper
<br />Isolation from the VP building has been provided to avoid ebuclund damage due to dnferennal movements, or
<br />mavertee1ntlyappyleadstotheVPNnmhue.VPace"noresponsbiUyforthedesignoftheIndependent NThe connection of the Ica shield to the VP building
<br /> Components is NBVP. VP assumes not responsibility
<br /> For the attachment and design of the ice shield.
<br /> NOTE:
<br />
<br />_ CRANE RAILS AND STOPS ARE NOT BY VP,
<br />J
<br /> THE VS ENGINEER'S SEAL APPLIES
<br />ONLY TO THE WORK PRODUCT OF THIS OPAWNG, INCLUDING THE INFORMATION HERE
<br />REMANSTWEPROPERTY OFVPSUROMS,
<br />VP Buildings, Inc.
<br /> VP AND DESIGN AND PERFORMANCE KnPROVIDED SOLELY FORERECTING THE BUILDING
<br />.. REQUIREMENTS SPECIFIED BY'UP.
<br />' mNIED. CABLE x OR USSEEDF NO
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<br />SHO?LLL
<br />NOTBEMM SOB PIryem Club Circle Hemphb TN 3617e
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<br />. THE VP ENGIRBEA
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<br />ANY
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<br />a AW One: Or ORSRmxa
<br /> NOT
<br />APPLY TO. THE. PERFORMANCE LOFVP NGS
<br />A
<br />_ OR DESIGN OF ANY S PRODUCT
<br />OR COMPONENT FURNISHED
<br />N
<br />OP
<br />VP THE GENERAL CONTRACTOR ANNORMOTOR IS SOLELY
<br />
<br />BECEIK 40 A
<br />ANY DESIGN O RESPOM EFORACCUROUL GOaOUALUYWORKMANSH
<br /> R
<br />PER- N EAECmaTHS BOWING NCONFORMANCE WITH THIS
<br />_ PORKANCII REQUIREMENTS MVIANG tk310
<br />FOR CONSTRUCTION
<br />Erection Notes
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<br />ROa600611-01 r?,;
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