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<br />#9x1 1/2"x1/4" Hex Head Woodfast Screw <br />Metal to Wood Connection <br /> <br /> <br />I:...... ':. . .... """""-'''':'':::-: . .. ......... I .. .... . <br /> SFcrDII PIDPEIZT1ES '. ALIDWA91.E lDAlI! <br />. ,. .' :i ..... ... '., .'. .'. ........'..' Ii , ... '. <br />...... .. . ' ,.' .... ....PlBiflI.... "./~;.. ..,..... LiIt.1.DR . <br /> FBDI '. W'mi baa Lnbld (DtBiuDDP) <br />. ..... iPild iTl;* .:....lb1:iiV..:, I' ..', (&In&) <br />"PIiIII' "' JI1dlI'1IiII ...... .' Gith ". ." . <br />Ill.,. f,.'.(iIt' '1m) 1'- <br />I Ii Pus; IRa. .' 111n; S1bi~ IZlp; izlll. S '4' ~ E '1 .. 3 4 .~ E 7 I :J 4 II C 1 I <br /> ',". '. <br />R 29 III DI42 Jg ~~ O.&i 42 .Q2cO JllII& 11Z2D - 114 8J 40 2ll 20 16 8t .f8 .ll '11 15 12 8iI .f8 ~ 21 13 16 <br />,Pill. JB BD 31 'J1b' .D3Ii .0381 42 2D . '. <br />JIlt : 1B~ UI (I: .~ 112 . iii B2 32 t3II 12 45 32 24 16 1311 16 $ 28 11 12 <br /> '., :. , .... '. <br /> <br />Notes: <br />1. Loads in tables are based on continuous beam over three equal spans. <br />- 2. Deflection loads are based on limiting deflection of span L, divided by 180 (U180). <br />3. Winds loads are based on unit stress increased 1.33% over the live loads. <br />4. Metal thickness is based on minimum AISI specifications for galvanized steel sheets. <br /> <br />ATFAB <br />