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TMC ENGINEERS INC. <br />S.W. #:1, 2 AT ROOF <br />V 2170 lbs + 25% = 2712 <br />L total 16 ft Shear length (Li) 7.75 8 0 <br />D total 34 ft Open length (Di) 0 13.75 20.5 0 <br />Ld 50 ft (Vd - Vw) X Li -914 -944 0 <br />Vd 54 #/' Vd X Di 0 746 1112 0 <br />Vw 172 #/' Summary load 0 0 -914 -168 -1112 0 0 <br />Drag 0 0 914 168 1112 0 0 <br />Vd - Vw -118 #/' Max Drag 1112 lbs NO. 16d NAILS = 11 <br />S.W. #:3, 4-6 <br />V 2170 lbs + 25% = 2712 <br />L total 13 ft Shear length (Li) 3.5 4 2.75 <br />D total 37 ft Open length (Di) 7.75 12.5 10 6.5 <br />Ld 50 ft (Vd - Vw) X Li -539 -616 -424 <br />Vd 55 #/' Vd X Di 422 681 545 354 <br />Vw 209 #/' Summary load 0 422 -117 565 -52 493 69 <br />Drag 0 422 117 565 52 493 69 <br />Vd - Vw -154 #/' Max Drag 565 lbs NO. 16d NAILS = 6 <br />S.W. #:7 <br />V 1223 lbs + 25% = 1529 <br />L total 4 ft Shear length (Li) 4 0 0 <br />D total 14 ft Open length (Di) 4.75 8.75 0 0 <br />Ld 18 ft (Vd - Vw) X Li -1180 0 0 <br />Vd 87 #/' Vd X Di 415 765 0 0 <br />Vw 382 #/' Summary load 0 415 -765 0 0 0 0 <br />Drag 0 415 765 0 0 0 0 <br />Vd - Vw -295 #/' Max Drag 765 lbs NO. 16d NAILS = 7 <br />0 <br />500 <br />1000 <br />1500 <br />1 2 3 4 5 6 7 8 <br />0 <br />200 <br />400 <br />600 <br />1 2 3 4 5 6 7 8 <br />0 <br />500 <br />1000 <br />1 2 3 4 5 6 7 8 <br />FLOOD ZONE - 718 S <br />Flintridge Dr Unit# 23/26/2025