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28 <br /> Project: Robinett Homes, LLC, Seahurst Ave, Everett, WA <br /> Key No. 2.7 Beam, DF No. 2, 6x12" <br /> Alternative with 9-1/2"TJI: LSL, 1.55E, 2325Fb, 3-1/2x9-1/2" <br /> Span: L = 14,5 ft <br /> Load: floor w/trib 1 ft, point load from 2.6 <br /> DL 1 x 20 - 20 plf <br /> LL 1 x 40 40 plf <br /> PDL atx = 6ft = 775lbs <br /> PLL = 1,300 Ibs <br /> For calculation see design sheets <br /> Key No. 2.8 Beam, DF No. 2, 4xl0" <br /> Span: L = 8 ft <br /> Load: roof w/trib 6 ft,wall w/ In 8 ft <br /> DL 6x15 + 8x10 = 170plf <br /> SL 6 x 38 = 230 plf <br /> For calculation see design sheets <br /> Key No. 2.9 Glulam WS,24F-1.8E, 5-1/8x19-1/2" <br /> Span: L = 20 ft <br /> Load: floor w/trib 3 ft, ceiling w/trib 3 ft, (2) point loads from 2.8 <br /> DL 3x15 + 3x10 = 75plf <br /> LL 3 x 40 - 120 plf <br /> PDL1 at x = 5 ft 685 Ibs <br /> PSL1 = 930lbs <br /> PDL2 at x= 12 ft = 685 lbs <br /> PLL2 = 930lbs <br /> For calculation see design sheets <br /> Key No. 2.10 Glulam WS, 24F-1.8E, 5-1/8xl6-1/2" <br /> Span: L = 20 ft <br /> Load: roof w/trib 8 ft, point load from 2.8 <br /> DL 8 x 15 - 120 plf <br /> SL 8 x 25 = 200 plf <br /> PDL at x = 5 ft - 685 Ibs <br /> PSL = 930lbs <br /> For calculation see design sheets <br /> tecinstruct LLC <br />