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project Herem Residence <br /> . akDeck Design <br /> Eegenkolb Ilk by TSL job no. page no. <br /> „' t o' 'cow date 1/20/2023 7 <br /> Deck Posts/Foundation Design <br /> Deck Corner Posts 6X6 DF# 1 (PT) <br /> P = 8,296 lb A = 30.3 in 2 f c = P/A = 274 psi <br /> CD = 1.00 C Fc = 1.00 F,* = 1,000 psi x C o C Fc C i = 800 psi <br /> C i (F e) = 0.80 L = 15.0 ft FcE = 0.822 x E min x C i = 423 psi <br /> Ci (Emig) = 0.95 d = 5.50 in (L/d)2 <br /> E min = 580,000 psi <br /> * 1 +FcE /F'c [ 1 +FcE /F'c] 2_ FcE /F'c <br /> F , = F , xCp = 363 psi Cp = 2c 2c c = 0.45 <br /> fc <br /> = 0.75 < 1.00 OK <br /> (includes deck beam, edge deck joist, roof king post+beam, roof edge beam F' <br /> reactions) <br /> Spread Footing-P Load <br /> P(D+L) = post load = 8,296 lb <br /> 8,296 lb 2 2'-6"x 2'-6"x 18"deep <br /> A RE4 1,500 psf 5.53 ft DCR = 0.88 w/5-#4 bars each way <br />