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29 <br /> Project: Robinett Homes, LLC, Seahurst Ave, Everett, WA <br /> Key No. 2.11 Garage Header, DF No.2, 6x12" <br /> Span: L = 16 ft <br /> Load: floor w/trib 5 ft <br /> DL 5 x 15 = 75 plf <br /> SL 5 x 38 = 190 plf <br /> For calculation see design sheets <br /> Key No. 2.12 Header, DF No.2, 4x10" <br /> Span: L - 5 ft <br /> Load: roof w/trib 11 ft,floor w/trib 8 ft,wall w/h 8 ft <br /> DL 11 x15 +8x20+ 8x10 = 405plf <br /> LL 8 x 40 = 320 plf <br /> SL 11 x 38 = 420 plf <br /> For calculation see design sheets <br /> Key No. 2.13 Header, DF No.2, 4x8" <br /> a) Span: L = 6 ft <br /> Load: roof w/trib 5 ft <br /> DL 5 x 15 = 75 plf <br /> SL 5 x 38 = 190 plf <br /> b) Span: L - 8 ft <br /> Load: roof w/trib 3 ft <br /> DL 3 x 15 _ 45 plf <br /> SL 3 x 38 _ 120 plf <br /> For calculation see design sheets <br /> Key No. 2.14 Post, HF No. 2, 6x6", P.T. <br /> Height: H = 8 ft <br /> Load: reaction from beam 2.5 <br /> PDL = 2,540lbs <br /> PLL = 3,160lbs <br /> For calculation see design sheets <br /> Key No. 2.15 Built-up Post,Triple Studs, HF No. 2, (3) 2x6" <br /> Height: H = 8 ft <br /> Load: reaction from beam 2.9 <br /> PDL = 1,540lbs <br /> PLL = 2,275lbs <br /> For calculation see design sheets <br /> tecinstruct LLC <br />