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BUILdER/CC�NTRACTC7E� #��SPONSMBILiTIE� Clair�s for damage ar shorts MUST be �o��d on the �ill-of-Lading ar delivery SKY�I�HTS '
<br /> rec�ipt and fil�d �g�inst the c�rrier by the cansignee as per VP's Terms Qf 5ales (F.O.B. Plant} t; �
<br /> ' lin as outlined in the AISC and MBMA Codes c�f Standard Prac�ice. under the Unifc�rm G�mmerc�al Code. !t is eriticc�l that dam�ges or shorts be noted an the Local buifding departments may require added fall restraint due to conditions that may �ffect the
<br /> VP Buifdings follows the gu�de es
<br /> . � . , . ' • it ria shall ovem all work Bi!l-af-Ladin or at� have little recour�with the �a�rier. Immediatel u on delivery of material, skylight structural integriiy. It is the responsibility of the builder to determine and provide any
<br /> VP Buildings standar� pr�lu�t spec�fic�tic�ns, design, fabr�cation, quality cr e 9 9 Y Y �` .
<br /> unless stipufated otherm+is� in the �vntract dc�ument�. In case of discr`ep�nci�s between material quantities are verified by th� Builder ac�ainst quantities billed on the shipping do�ument. added fall restraint under the skylight�s may be required by your building departrnent.
<br /> VP Buifdings structural plans and plans for+ather trades, VP Buildings structural plans shall g�avern. Neither th� Manufacturer nor the carrier is responsibl�fpr mat�rial shortag�s ag�inst quantities RAiN WATER R�INOFF
<br /> billed on the ship�inc� document �f such shartages are nat noted on the shipping do�ments upon
<br /> It is the res onsibilit c�f th� Buifder to obtain approvals an� permits�from all governing agencies�nd delivery of m�terial and acknowl�dged by the carriers agent. Far materials�onoealed in b�undles, �rainage systerns must be design�d by the praject prafessional to cr�mpiy wifih c;�de r�quirements.
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<br /> . Th ro'�ct
<br /> 'urisdictions as re uired. Approual of VP Buildings drawings constitutes th� build�rs�c�eptance of VP k�x�s, or crates, shortages must be r�:ported immediately upon un�ac�ing. Should praiu�ks get VP is not responsible for drainage d�signs, averflow s�ppers, dQwn piping, etc e p �
<br /> J �
<br /> inte retation of the cc�ntract urchas�e arder. Unl�ss specific design criteria eon�erning infierface wet, bundled and crated mat�ri�ls mus� b� unpaek�d and unbundl�d immediate{y to provide prof�ssiana! and con�ractor are responsible to ensure that prim�ry drains and overflow devi�s
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<br /> design and details are fumished as part of the cantract, VP Buiidings design ass�rrrptions shall govem. drainage of trapped moisture. ��e Erection Guid�for proper jab site storag� pracedure. such as scuppers and auxiliary drains are �roaided as required for the required rain intensity at �
<br /> �����T� the building p�rimeter and at valley conditions to prevent ponding. �
<br /> VP engineer�ar� not Praject Engineers or Engineer of Rea�rd �or the ov�rall project. VP engineering � •
<br /> supply seaked engin�ring design dafa and drawings for VP supplied material as park of the averall �e�lants shall be �pplied ir� strict accordance with VP det�ils Qr weather tightness wilf be compromised. STEEL SHOP CQAT
<br /> project for use by others to o�tain permits, approvafs, and c�ardinate with other trades. The builder g��l�nt must be applied in t�mperatures an� weather canditions c,vnsistent with lal�ling. The purpose of VP's shop coat is to provide pratection for the st�el members during ,
<br /> or AfE firm are resp�nsible for the c�vera(I proJect c�ordin�tion, including �rdination vuith apprapri�te
<br /> r
<br /> ins�ctiQn and t�sfing agencies. All interf�c� ar�dfor�mpatibility af any materials not fumished by INaEPEfiJdEhlT M�ZZANINES transpor°tation, during temporary job site storage and during erection. Standard sho�formuiation •
<br /> Z� is not designed fo perform as a finish caafi when exposed ta environmental canditions. Members
<br /> VP are to be c�nsidered and coordinated by the builder or A/E fim�. shall !� ke t free of the round and ro ri drained durin ob site stora e. it is the Buifder's
<br /> Ind�pendent mezzanines must be design�d by a professic�nal engineer. Th� engine�r must ensure P 9 P P� Y 91 9
<br /> CON�TRU�TIC)N & E�EC`CIC7N RE�F'C3NSI�ILITY that proper isolatic�n from the VP ��ilding has been provided to avc�id structural damage due to responsibility to ensure that if a finish coafi is being applied over VP shop +coat that th�
<br /> ildin s"FUR GpNSTRUCTI4N" differential movements, or ina�ivertently apply loads to the VP structure. VP accepfs no pa�nting contractor verifies campatibility between his finish caat and VP's shop coat.
<br /> The B�ailder is r�spons�bl�for consfiruction in strict ac.�ordance w�th VP Bu g responsibifity for the design of the independent mezzanine.
<br /> drawings and all applicable produck installation guides. VP is not responsible for work done from any VR BUIL�INGS ACCREDITATIC}NS AhID APPROVALS
<br /> other VP dr�wings th��are ncat marked "FC?R CQNSTRUCTIQN", nor any drawings prepared by cathers. FIRE CQDE CQMPLIANCE -
<br /> � Fabricator Approvals •�
<br /> ' m ers shall be �s ecified in MBMA Cod� of Standard Practice It is the respc�nsibility of th� projeck des�gn prafessiona! and.builder to comply with Icxa( fire cade IAS AC472 Rpprovals: (www.iasonline.orglMetal_Buifding_SystemslMB.html) J� '
<br /> As erected field ass�mblies of m� b �p re ulations includ�n cons�deration of, but not lim�ted tQ, bu�ldsn use and occ� anc , all bu�ldin Inc.
<br /> (in Canada - CSA S16), which requir� U50Q toleran� af installed members. �sional 9 9 � p Y � Listed under BlueScope Suiidings North America,
<br /> field work including shimming, cut�ing, aoping, and clrilling for final fit-up are cx�nsid�red part Qf construction materials, sep�ration requirements, egress requpremen�s, fire prQte�ttion systems, etc. City of Los Angeles, CA#FBOOfl31; City af Houston, TX 767 &429;
<br /> erection. Specified field work and field welding condition� in dica te d an t hese drawings�ha l l Builder shafl advise VP of any speciaf req�irements to be�furnished by VP. City of Phaenix, AZ C19-02008; Clark County 43 & 833
<br /> afso k.� in�luded in fhe ereckors s�pe of work. S� Ere�k'son Guide far shimnning proc,edure. FIELD MC�IFICA�TI4NS Design Approvafs
<br /> For building with top riding bridge cr�nes see Cra�e �ata drawing for column pl�mb toler�nce,
<br /> Modific�tian�ta this building from details and instructions contained on these drawings m�st be 1AS AC472 Approvals (wwv�r.iasanline.orglMetal_Building_Systems/MB.html)
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<br /> The buil�ing erec�or shall be properly licensed �nd exp�rienced in erec�ing meta! building syst€ms. approved in writing by V'P Buiidings engineer�, or other iicensed str�actural engineer. This indudes, Listed under Varco �'ruder� Buildings, a Divisian of BlueScope Buildings North �merica, Inc.
<br /> The Builder is responsible for having kn�wledge of, and shall comply with, all C}SHA requ�rements but is not lim6ted tc�, remavai of ra�f or wal! claddinc�, removing ar moving any flange braces ar Canadian CSA A660 Certifica#ions -
<br /> and all other governing site safety criteria. The b�ailder is res�xansi�l�for desigr�ing, supplY���, r�d brac�s, cutting af openings far dc�rs, windows t�r RTU's, �rrecti�n Of fabrication errors, etc. (httpJeng.cwt�group.orglCertification/PageslCertifiedCompanySearch.aspx) ,
<br /> locating and installing #empQrary suppc�rts and bracing during ereckion c�f the building. VP The owner shall not impos� loads to this structur� beyond vvhat is specified for this b�ilding in Listed under BlueScope Buildin�s Nort� A,merica, inc. - •
<br /> bracing is designed far c.ade r�quired loacis after bui�dir�g completion and shalf not k� considered the cantract documents. VP Buildings accepts no res�nsibility far tt�e cansequ�n�s of any
<br /> as adequate erectian br�cing. �e� Erectican Guide. unauthorized aciditions, alterations, or add�ecl loads to this structure. Engineering Certificatians of Au�horization Y
<br /> EXISTIhiG STRUCTU�iES If the builder intends to invoice VP Buildings for modifications in excess ofi $100Q, The builder USA—AR#576; �l.#30427; ID#G-2470; IL#184-002649; KS#E-29; MS#E-0592;
<br /> Mfl#E-2010aQ?'73fi; NG#F-0�98; OK#CA417�}PE; SD#C-1787; TX#F4828; VW#CQ3459-04;
<br /> VP must k� �dvis�cl of any existing stru�ture that is within 20 ft. of VP's buiEding. must notify VP Buildings immediately, ar�d obtain a 11Vark Aufihoriza�ion from VP Buildings pri9r to CAN--AB#P�8900; NS#30123; ON#10�148796; and YT#PP134
<br /> `� rac��Sin Afl finai claims must be submitted to VP Buildin s with all su ortin d�tmentation
<br /> Loadings of both buildings may be atfecti�d when adjacent buildings are within this�istance. P 9• 9 ��` � IGG Evaluation Re orts www.icc-es.ar
<br /> VP +cannot be respansible for�h� desi�n ar laading of existing buildings. within 3Q days of the building completion. Claims submitted withoufi work�uthorizations, or after P � 9)
<br /> 3Q �iays wili nat be accepted. Cc�rrec�ion ofi minor misfits, shimrt�ing and pfumbing, moder�fie �SR Roof System -#ESR 2�27
<br /> BRACING amount of rearning, drilfing, chipping / c�tting and minor welding are considered by Code af -
<br /> Startdard Practice to be part of erectiar� are nat subject ta claim reimbursement. Stat� of Florida Product Appravals (vwvw.flaridabuilding.org}
<br /> Tensi�n brac� rods worlc in pair� to balance f�rc,�s caused by initial tensioning. Care must be �,
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<br /> taken w�riie tightening brace rods sa as n��ta c�use a�identai or misalignment af compon�nts. C4NCRETE/MASC7NRY/CQNVENTlONAL STUD WAL�.S Approved Producks Listed Under VP Buildings, Inc. t
<br /> All r�s must be instail�d loose and then tightened. Rods should no# exhibit excessive sag. �ar VP TextureCkad - See Tran�m�ric�n �tructurnc, Inc. .
<br /> long or heavy rods, or angles if m�y � necessary to suppart the rods at mid-bay by suspending The engineer respansible for the design af the wal{ �ys�em is responsible for�oardinating with, or ,
<br /> them fr�m secondary members, specifying ta VF' Buildings, any wall to steel compatibility issues such as drift and deflection Dade Co. Pradu�t Approval (www.miamidade.gov/buildin�code}
<br /> compatibility, special base �etail�, and wall ta VP steel cc�nnections. �Il fasteners, sealant and ApRroved �'roducks �.isted lJnder Varco Pr�den Buildings, Inc.
<br /> Bracing for seismic Qr wind ic�ading �f objects Qr equipment that �re not a part af the VP counter tlashing c►f wall systems are ta �e provided by cantractor. The �ngineer responsible for
<br /> structure must be designed by a qu�oli�ed professionaf t� deliver la�eral loads to primary frames the wall shal( design the anch�arage to VP supporting elements eonsistent rrvith Code r�quired foroes. VP 7e�ctureGlad - See Transamerican Structurc�c, Inc.
<br /> and rod braang struts. Eq�ipment bracing ar�d �us�nsian connections must nat impc�se tarsian PANE�S � Underwriter's Laboratory A�provals (Available only when specified in contract)
<br /> or minor�xis loads, or caus� lacal �istortion in ar�y VP components. VP accepts na
<br /> responsibili�y for design ar ir�st�llatian c�f bracing system� nafi furni�ed by VP. Oil c,�nning is an inherent characfi�ristic of coid form�d steel panels. It is the result of several SSR Roof-Ul.#TGKX-1�3; SSR Composite Roof Class 90-UL#TGI�X-113A;
<br /> FIELD WELDING fa�tors that include induced stresses in the raw material deliv�red to VP, fabric�tion methods, SSR Roof�viSuper B(ock; Class 90-u1�#TGKX-328; s
<br /> installation procedures, and ��t inst�llation thermal farces. Thru fastened panef�wiil exhibit some
<br /> ' h dire�tian af a desi n rofessional, and done in accordanc� dimpling when installed, especialfy when insulati0n is installed between panels and secondary Panel Rib Roof UL Class fi0-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64;
<br /> All feld weld�ng shall be dane at t e g p
<br /> with governing requirem�nts (AWS in USA, CWB in Canada) by welders quafified to perform th� s�upports. �impling can be minimized by c�reful instalfation, taking care not to over drive fasteners. VP �LR II Raof Class 90-UL.#TGKX-90, -184, -�35, -�435A, -176, -23$, -238A, -2388
<br /> w�fding as dire�ted by the applicable welding pro�dur� specificatian (WPfi}. A WPS shall b�
<br /> W
<br /> ` ri i n s cified. The contr�ctor is responsibfe for Raaf rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then Fackary Mutual Appraved Assemblies {A�ail�ble only when specified in contract)
<br /> prepared by the contractor for�ach wefding va at o pe
<br /> r ired b local 'urisdiction. Fill�r metal shall be springing back infio place. All panels �xperience this action tca some d�gree, especially with S�R Roaf Systems are approved in various type applications and fisted in FM Approval Guid�.
<br /> any special wefding inspection as equ Y 1
<br /> ' ' h. For wel�s in hi h seismic f��ce r�sistin system concealed clip Standing S�am panels. R�vf rumble noise may be minimized by providing a layer
<br /> 70 ksi (48C} MPa}tensde strengt g g 24 Ga SSR ({�.0227"' Nominai), is availab{e in �lass 1-60, 1-75, 1-9Q. 22Ga SSR (0.4277"
<br /> Sei mic Cat L} E c�r F minimum Cha V-Notch tou hness shal! meet A1SG341 criteri� a f b lan ke t insu(a tic�n k�t ween t h� �an�ls and any h�rd s�a p pQrk sur€�ce such as steel secQnda r y
<br /> ( s , ), �PY 9
<br /> �I min DQ F . Ir�t� ass tem ratures shal( nat exc�eed 550Deg F �300L7eg C}. me m b e r s, su b s t r a t e s s u c h a s p l�n n r o�l, s t e e( d e ckin g, or ri gid b�ard insulation. A minimum of N v m i n a i}, i s a v a i l a b l e i n C l a s s 1-75, 1-94-, 1-120,
<br /> (20 ft bs a�`? e9 ) �P I� �
<br /> 3 inch thick blanket is recammended over steel secondary members, or 2 inch �ver substrates. � �
<br /> DELIVERIES 5LR II Rocaf Systems are approved in variaus type applications and listed in FM Approval Guide. �
<br /> fJif canning, �impling, and roof rumble do not affect the struct�ral int�grity or we�ther tightness 24 G� SLR II (Q.0227" Nominal), is av�ilable in C{�ss 1-75 and 1�120. '° �
<br /> It is the respc�nsibility n�the builder t� have adequate equipment �vailabi� at the jc�b site ta of th� panels and is nat graunds far r�jection of p�nels. � .
<br /> nner. The Builder will be res nsible for all retention �
<br /> unload #rucks in a safe and timefy ma po ,
<br /> charges from carriers as a result o�job site unloading delays. The �tandin� Seam joint detail is c�e�ign�d with an interlackin� f�afure for ease afi installatian.
<br /> SIGI�AGE Howev�r, it is imperativ�that installed Standing Seam panels b� secur�i to the secondary
<br /> . structura! members and pro�rfy seamed prior to departur�from th�job sit� each day. � � � �"C�
<br /> Th� Suilder is res�nsible for f�rnishing signs as requ�red by Cc�de and the Building Depar�m�nt, '`�°�'�
<br /> in�iuding b�t nafi limited tQ, e�ts, occupancy limits, floor lc7ading Eimits, and b�lk starage limi�s.
<br /> i r live Ic�d ermift�ed. � � ��� �
<br /> Floor loading signs shall clearfy indicate ma�mum f c� p ' ��� � �` ' � ,
<br /> Bulk storage faciliti�s shail hav� signs cleariy }�sted an all lo�ded walls indicating th�type .
<br /> of comrnodity st�red and the maximum storage height. Signs shalf be cl�arly vi�ible when _ _
<br /> bui{ding is�'ully loaded to design level. Qverlaading of fla�rs or walls may result in failure. �
<br /> � ������Q'� �7
<br /> F�R CONSTRUCTION
<br /> THE VP ENGINEER'S SEAL APPLI�S QNLY Vf' Buildings ,
<br /> TO THE W4RK PRC3QUCT OF V�' AND VP BUfLDINGS.s iT IS PR41/IDED SOLELY FC?R ERECTING THE BUILDING DESGRIBED ERECTIC�I� NOTES
<br /> DESfGN AND P�RFQRMA�ICE IN THE APPLICABLE PURCHASE ORDER AND SHALL N4T BE M4DIFIED, REPRODUCED 32�10 Piayers Clu�b Circle Memphis TN 38125 .
<br /> REQUIRENtENTS SPECIFIED BY VP. THE �R USED FOR ANY �}THER PURPOSE WITH{�UT PRIOR WR�TTEN APPROVAL OF VP
<br /> REV DATE BY DESGRIPTIOFI g���-Q�� ' :t08#
<br /> VP ENGINEER°S SEAL DflES NQT APPLY BUILDINGS. . Commerc�a) Design Consuft�nts 15-0230$1 ,
<br /> �USTQMER
<br /> TO THE PERFURMANCE 4R DESIGN OF TH� GENERAL. Ct�NTRACTUR AND/QR ERECTOR [S SOLELY RESP�NSCBLE F(JR AGCURATE � 42/22j2p16 SN ANCHQRS FOR C4NSTRUCTIO 8oeing Commercial Airplane Grc�up DATE
<br /> ANY C�THER f�RC}DUCT �R �OMPQNENT GQQD QUAL.ITY W4RKMANSHkP.IN ERECTING THIS BUILDING !N ACCORDANCE WfTM THIS �aca-r�or� �verett, Washin ton VP BUILDINGS ���$�2415 :
<br /> I FURNISHED BY VP EX�EF'T TQ ANY 1�RAWING, D�TAILS RE�EREN�ED (N TH{S DRrAWING, AL.L APPLICABLE VP BUILDfNGS g ��c���oE� °�'WNrcH��K
<br /> DESIGN (�R PERFQRMANCE
<br /> ERECTION GUIDES, AND fNDIlSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Deicing Truck Storage Can�py ��V
<br /> REQUIREMENI'S SPECiFIED BY VP. INCLU�fNG THE G4RREGT USE UF TEMPORARY BRACING. NTS sui�°ER�s P°# 15-1208 v�c uE�s�oN: 2015.2c ���E 3
<br /> 2/2212Q16 14:28:35 F"E�"'�� Boeing deicing Truck Storage B�ifding �d"���pnofBt�ScapeBuildirx,�sNorfhAmerica;i��.
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