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' t kr t,• r ter, <br /> { 9Xs All OSB joints to be solid blocked. <br /> 3 1/4„ <br /> t'.' <br /> f �.' 1/2"x>, minimum <br /> 4 °w,i , III* I embedment wedge anchors.One <br /> F <br /> � + teach end of wall. <br /> dJ,, ;" :-. Install wedge anchors in <br /> �~ ,;, accordance with manuf rs <br /> • ,- " 4'"" a�� requirements. .-_., ;, <br /> 4 '3.1} 3 1:`g =.12' <br /> ^ L f i` i'.g C �� .. -. <br /> t FF �t��tt• S } <br /> 1.77 a t 'i Z+ 1 *• ' } i -• -'.,%•`..'-‘-•••1,...,,N V Q v <br /> ` 1 t r, 1 t y -x. <br /> 11 <br /> v i <br /> 7'{Fir • <br /> jk %+ '; <br /> New framing will match the existing framing.New 7/16"OSB will replace the existing T-111 when existing is replaced due to <br /> rot.Nailing of the new sheathing will be at 6"O.C.at all perimeters and 8"in the field.Nails for all sheathing will be a 2-3/8"x <br /> .131 nail. Nails at new sheathing where two layers of gyp occur will be 3-1/4"x.131 nails. <br /> I <br /> x .4. I <br /> r. <br /> + 1,,,, d ' ' <br /> tti 1 i <br /> f:f <br /> I .. . . 4 cif ti `+ <br /> 4 <br /> '..�'11,1;1„ I: "`r.- +�4� Ott , i,? <br /> -yam- ' 4"'-,r *r- -. <br /> "m• ,. <br /> A typical 8'-0"wide x 5'-0"deep deck ready for new deck framing. <br />