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• <br /> K <br /> i!i 9 <br /> @,. *7" {�'' , All OSB joints to be solid blocked. <br /> lw 31/4.. <br /> t,•.,<. - z,u•" 1/2"x' Q'minimum <br /> embedment wedge anchors.One <br /> ` J .t each end of wall. <br /> '` :' ' " r r i - ;; J Install wedge anchors in <br /> w , <br /> •,..„:„.„ k accordance with manuf rs- <br /> requirements. -_ <br /> g F Ski;;. .1..},i,n i 11`-F` <br /> ,,,.::',,,,,'1 i .0,-0 t 2 -%;,.'14..:.` -t.,'4,tr.4.*/. ' i : ' "i!r,' 4 <br /> • <br /> s f iia S { 'h,;. <br /> ¢ f a. .yti <br /> y % ,,SSti•S <br /> a'• , <br /> ir r."^sf;` ;1 <br /> 4' � 443 <br /> 7� a KI gels ,t$i Y a <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 /> s ` .? x� te, <br /> '. �'' iii .y ° 1 <br /> • <br /> • � ,i • A'.44.:•''If a - • '� I i <br /> mac---F I 4 y � <br /> I e�. <br /> • <br /> , , Wa <br /> is i�yy;•-•--,.. ---:".--,'*"*.,+!• l :" <br /> S .SIA N j yy S.Ci ` -rd <br /> A typical 8'-0"wide x 5'-0"deep deck ready for new deck framing. <br />