Laserfiche WebLink
°t5u7.1U.t tl►a�onal bracrng. ll13�OR81 bi'c1C1R� S112tt be i[fST�t1IBC1 OD IiCe-Sk3ItQ111� 4CCK5 QTeaLCI' UI3fi SU 111CI1CS (/O� mm1 a�ave � <br />a!~ade in accordance witit Figure R507.1d_I. Bracing shall be ptaced at each post tocation in the paraltet and perpendicular <br />.lirections to the beam. Bracing sha11 be a minimum of nominal 2x4 lumber and shali be fastencd to framin� with one %z inch (l2 <br />mm � diaineter throu�h bolt with washers at each end. ���here bracin� does not align with a}oist, a 2a10 nailer shall be fastened to <br />the underside of joists with 2-1 Od i�ails at eac}: j�ist_ Bracsna shaii be tastened to the nailer witl� 3-i0d toe nails. <br />��_\\.I1� <br />BEAM <br />2' <br />BRACING � � THRDUGN-BOLT <br />WfTH WASHERS. <br />TYPlCAt <br />��2c10 tSAlIER WHERE BRAClNG <br />lT A4.IGN WITti A dQiSS <br />BRACING PAf2AlLEL TO BEAM 3RA,CING PARALIEL TO JOISTS <br />�or 51: 1 fooi = 30�i.8 mm ^` <br />FtGURE F2307.'iQ.'i <br />F{2EESTANQIIVG DECK DIAGONAL �i2AC1NG <br />R507.12 Deck gaards. Deck getards shail be constructed in accordance ���th SecYion R312, Figvre RSQ7.I2 and this seetion. <br />Alternate auards and guard systems shalf campiy �vitl� Sectian R�07.2. <br />Last revised October 22. 2412 <br />' I <br />8 <br />