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<br />~ .M.1'ERNATE F^4.S':I:EN1N<;: SCIDIDULE ON ~ ~AONG <br />011 li'AS'rEJ\"'ER ROW (IN) <br />Wir,d Speed <br />135 :.b. <br /> <br />I WOOd I Ply-wood I I 1 ~ <br />518" thick:: #9 x. 1-l!2~ 30 I 22 30 1 -0 27 14 <br />OSE I J <br /> 1 I -- <br />S.c;re-w I I12" 1bjdc #9 A 1-1/2" 2S 14 22 n 18: 9 <br />I f Plywooo <br />111" t1rick. #91>. 1-112" 21 11 I 17 9 13 7 <br />OSB I , <br /> , <br />MaaJ I It? to 20 g:a. I #1fI/..-14X7/S " 30 30 3iJ 30 3D , ~ <br /> 24- E <br /> f I <br />Dcds. TCPl i <br />Scrsw 22 tQ 24 ga. #V4-14X7/& " 30 22 J 30 f ~8 28 14 <br /> Deck TeFl <br /> 26 g;J. iJ.l!~-l.ll:)O~ .. 27 LiL 22 U 1 19 t 9 <br />~ i .1 <br />1 Deck TcPJ Ie <br /> <br />MAS'fERRlR <br />(36" vvide, 26 or 29 ga Steel Panel) <br /> <br />M~nuf.acturers Recommended Metal RGofing <br />F.asteRting Gujde <br /> <br />120,135, ]50 .mPb.l1\rio.d speeds <br />Based on ASCE 7-98 <br /> <br />I <br /> <br />~I <br />I <br />J <br /> <br />518+ r.bick I <br /> <br />PJaccmem <br /> <br />J Fastener <br /> <br />I <br /> <br />2&3 <br />26 <br /> <br />tQ <br /> <br />Sjze <br /> <br /> <br />Zo:n", <br /> <br />1 <br />'f9 x l-LY ~ 30 <br /> <br />""1 <br /> <br /> <br />1 <br /> <br />! <br /> <br />30 <br /> <br />N 1Jt.es= AU f.astooers sre Aila.q fastencr:s. Th,e vI; wQod gzade is CDX S~d deck 55 hi (~ yjeld stress <br /> <br />~2 ~, <br />~~__--hS:-_--_:--------------;- <il <br />. , , <br />. r-~; <br />~-------------- ~-~-----------~ a <br />'S~------------------------------: 2 <br /> <br />r lrnre1 'K-~ <br /> <br />~i ------------- -..------__ -------U <br />u~'-i L Be"," <br />Zeue<r <br />~ iHmel"lsfu:1r(a) is 6etineD as lfJ% Vf (:)e minimvm wlW'l r;f t1J;; tJlJilrff1lll <br />0.40% (f/,tlle ffiD...;mtle/grlt of <te roof. "VlTictrere:- ,is $l7l(lller. l1owever, (3} Bive <br />umm! be less man either ~% of:tfte mint'tlWn 1Jl.'idf,) of t'1e m.~ldm{) fir 3 feet. <br /> <br />