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Y <br />3 <br />A fsim) ---t <br />tr�eno <br />C <br />D <br />LAT:RAL BKACING <br />All trusses mist be IaleraCy braced to <br />prevent buckling and/or overturning <br />dce to lateral forces. <br />Top chord stability is provided by the <br />roof sheathing. <br />Bottom chord stability is provided by <br />Iir ra!ing fin'sh and/or lateral <br />bracing. <br />Roof diap iragm shears must be trans- <br />fcrcd to shear waL's. <br />A recommended gu ne and specificaticn <br />is as follows: <br />I IJSlj'll ITU55C5 dust he bl7c' -d , '1 <br />b ccl it ends, at bcarine ::a -Is, and <br />inicr a's not excet•diag 16•4- O.C. <br />This Floral hracinq is to be x-braced <br />135'-55' Lem hnrizor'-l' of qnA ca!Is <br />and at inlervels not t, exceed 16'-0" <br />V.C. <br />ce•aiis of the appliczCrn of t'tis srrc ;.- <br />eaticn and svc;es;cd mcil'ccs of Ira-.;- <br />fernr,,; f-,rns to shear wails are shrv,r. <br />on Trus\Val Shects l and FS-) <br />FR-1 TEIUSUNIL SYSTEMS <br />FEi sE 4ES a.�GGES�TED LATE UL BZACING ® FLAT ROOF AYr:islfd ,. <br />