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SPECIFICATIONS <br /> GBN6RAL �BSI6N: <br /> St�ucture sh�ll he desiqned Sn compli�nc� wlth the requfrements of thr "Metal Bufldinq <br /> M#nuf�tt ers Associatfon Design Pr�ctices Muival" "Unfform Buildinq Cod�" Ameriun Insitute <br /> of Steil �onstruction" �nd "Americ�n Iron �nd Sceel fnstltute" specifiutions, {hr ]�test editfon of <br /> eah o t eu puol�utians shUl �PP ri <br /> St�nd�rd drsiqn lads: Live load, Wind loed �nd Seismlc per Unlform Buildinp Code. St�ndard lad <br /> tomhlnatfont are: Dead load plus Llv� lo�d, De�d Laad pluf Wind load. Additionalloads �nd laad <br /> rombfn�tfo�s un br drsigned to m��t loul buildinq dep�rtmrnt requirements. <br /> PRIMARY FRAMINO: <br /> Rfqid }rames: Sh�ll be elther fapered or const�nt depth "i' beam satfons /�briut�d by autom�tfc <br /> weldfng. Rigid fr�m�� shall he halted toq�ther where requind with A-32S holts. <br /> Post and Be�m 6nd Frames: Sh�ll b� l�briuted o/ elther cold 1orm�d sectlons or built-up sections, <br /> 4�briuted by �utomatic welding, as dictated by desfg�n loads. <br /> Anchar�q�: Bu�ld�nq sh�ll be �nchored to concrete lound�tions �t th� b�e� olfr�m� columns wlth <br /> anchor Golts ust 1n place. Calumn bas� re�ctions u� Indfuted fn the atruttur�l ultul�tlons Ior <br /> uu in preparinq /oundation de�iqn Ey others. <br /> S6CONDARY FRAMING: <br /> Pirlins �nd qlrts sh�ll be fibricated of cold formrd aterl 8 1/2 inchea deep with a 2 3/� incA wlde <br /> stiffen�A �l�nqe. Nlnimum thicNn�ss ts l6 U S pi9 e. 5pacinp and ,7�pe of th�se memhers fhall b�a� <br /> d�lerminrG Ey d�sipn and shown on the pl�ns. Purlim andqirts �F�all b� attuhrd to th� prlm�ry <br /> fr�minq m�mbers with 1/2 lnch diameter A-307 bolta. <br /> PRIMARY AND SECONDARY FRAMIN6 PA1NT: <br /> A11 fr�m�s, pu riins aM g�irts shall recefve ane I11 shop coat of rust /nhibitive primer �ft�r befnq <br /> thorouqhly cle�ned oi ail loase mill�nd scale rust, <br /> PRIMARY AND SECONDARY FRAMIN6 MATERIAL 5PBCIFICATIONS: <br /> Pl�tet �nd b�rs used in f�Griutfng autom�tiully continuous welded he�m� and columns. Materl�l� <br /> conf�irm to the chemistry requirements of ASTM A-36 Minimum Yield Point• �2.0 ksf. <br /> � Structur�l Pfpec: M+terials conform to the chemistry requirements af ASTM A53. <br /> Co1d Formed Steel: Steel used to 4orm purlins and girts shall he hot rolled steel. M�t�ri�ls <br /> tonform to th� chemistry requirements ol ASTM A607 Gr�de SO or ASTM A570 qrade. <br /> ROOF AND WALL COVERING: <br /> Roof and wail coveriny sh�ll be formed /rom q�lwni:ed steel of minlmum 26 U S qaqe with not le�s <br /> than 1.250 pe^ sq. ft.of =inc catin9. <br /> M�teri�ls all con4orm to the chemislry requirements al ASTM A446. <br /> Roo4 �nd wall panels sh�ll be 4astened to fr�mfng members with M12 hex-head udmium plated <br /> sel4-t�pping,self-drilllnq screws. <br /> Futory co�iad b�ked enamel colored roof �nd w�ll sheets wi11 be provided optlonally with colors to <br /> Ge selected From avail�hle colors. <br /> H1qh riEs of th� p�n�! sh�il br sp�ced at 12 inches on center, These ribs sha11 be 1 f/� inches in <br /> depth. Rocf �nd w�ll p�nels ahall be made to overl�p one rib. The panels chall provid� � net <br /> coveraye of 3'-0". <br /> Fibergl�ss R�inforced Tr�nsluunt Panels: Where tr�nslucmt roo/ or sidewa►1 panels �rr indiut�d <br /> they sh�ll have a profile matching the adp� cent steel p�nels. Nominal weiqht of panels sh�ll h� 8 <br /> ox.per sq� ft.�nd a nom�n�l thicNness of .060 inches. <br /> WALK DOORS: <br /> W+1N Doors: Stand�rd w�IM door chall he 3'-0" M 7'-0" x I 3/� inch tMcN sinqle swinq flush typ� <br /> steel con�truction. Doars s�all be qalwnued and Conderi=ed Ior ma�imum ruat protectian. <br /> RIDGE VENTILATORS: <br /> Vhere spenfied, venUlators sna11 bt either conttnuous or nrcuLr r�dge mounted. Circul+r vmts <br /> m�yb� �ither station�ry or rotary type, <br /> GUTTER�TRIM AND DOWNSPOUT: <br /> 6able�corner,w�ntlow, rave and gutters shall be of 26 U S g�qe q�lv�nixed steel. All qutter eplices <br /> shall he iield rlveted �nd caulNed to pravid� leakproof joints. <br /> R1DGE CAP: <br /> The attndard formed rftlge cap s�all be lormed to match the roo/ slope �nd shall 6e of the sam� <br /> m�terials, mlor and conHquratian u the roof panels. <br /> SEALANTS: <br /> Closure Str�p c: Stnps shil! be mnstructed of sem�-ngid polyethylene 4orm. <br /> T�pe Sealant: Ri6Con mastic 3/3:" � 3/4" s�all be provided for sttle �nd end laps af roaf panels . <br /> �... . ^.'E-C�.�,. B�._il.C�.NG C_':c�-rdE`��S . NC <br /> � _ EC� � _ ' _..':-.cCa � ����=Cr:n;�a �. _�5 1 =-� - �S'O <br />