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31 <br /> Project: Robinett Homes, LLC, Seahurst Ave, Everett, WA <br /> Key No. 3.1 Deck Joists, HF No. 2, 2x8", @ 16" o.c., P.T. <br /> Span: L = 8 ft <br /> Load: DL - 10 psf <br /> LL = 60 psf <br /> For calculation see design sheets <br /> Key No. 3.2 TJI 210, 2-1/16x9-1/2", @ 16" o.c. <br /> Alternative: Floor Joists, HF No. 2, 2x12",@ 16" o.c. <br /> Same as 2.2 <br /> Key No. 3.3 Stair Stringers, HF No. 2, 2x12", @ 16" o.c. <br /> Same as 2.3 <br /> Key No. 3.4 Joists at Landing, HF No. 2, 2x6", @ 16" o.c. <br /> Same as 2.4 <br /> Key No. 3.5 Beam, DF No.2, 4x10" <br /> Span: L 3-span W 4+4+4 ft <br /> Load: upper floor w/trib 8 ft, crawl space floor w/trib 8 ft, wall w/h 8 ft <br /> DL 16 x 20 +8 x 10 _ 400 plf <br /> LL 16 x 40 = 640 plf <br /> For calculation see design sheets <br /> Key No.3.6 Beam, DF No.2, 4x8", P.T. <br /> Span: L 2-span = 7.5+ 7.5 ft <br /> Load: deck w/trib 4 ft <br /> DL 4 x 10 40 plf <br /> LL 4 x 60 240 plf <br /> For calculation see design sheets <br /> Key No. 3.7 Header, DF No.2, 4x10" <br /> Same as 2.12 <br /> Key No. 3.8 Post, HF No.2, 6x6", P.T. <br /> Height: H - 8 ft <br /> Load: reaction from beam 3.6 +post 2.15 <br /> PDL 150 +2,540 - 2,690 ibs <br /> PLL 910+3,160 - 4,070 Ibs <br /> For calculation see design sheets <br /> tecinstruct LLC <br />