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Dead Loads w/ Slope Considered: <br />DLr =12.0 psf <br />DLc =7.95 psf <br />DLf =12.0 psf <br />DLwext =16 psf <br />DLwint =9 psf <br />Hplt =9.00 ft <br />Hplt2 =9.00 ft <br />Cs =0.133 <br />Roof Dead Loads: <br />Unit Roof Dead Load = R w = Bw(DLr+DLc)+2DLwext(Hplt2/2)=1002 lbs/ft <br />Roof Weight = Wr' = Rw*BL =20292 lbs <br />Total Weight to Roof Diaphragm = Wr = Wr' + 2BwDLwext(Hplt2/2) =23208 lbs <br />Second Floor Dead Loads: <br />Unit Second Floor Dead Load = R2nd = DLfBW + 0.5(Hplt + Hplt2)DLwext = 781 lbs/ft <br />Second Floor Weight = W2' = R2nd x BL =23635 lbs <br />Total Weight to 2nd Floor Diaphragm = W2' + BLDLwext0.5(Hplt+Hplt2) =27991 lbs <br />Story Height (hx) Weight (wx)wxhx Fx Vx <br />R 19.33 23208 448607 4138 4138 <br />2 10.33 27991 289148 2667 6806 <br />1 0 <br />Sum 51199 737755 6806 <br />V = CsW =6806 lbs <br />ASD Loading = 0.7Vρ = 6193 lbs <----- GOVERNS <br />Raymar Street - Santa Ana Page 64 of 114Raymar Street - Santa Ana Page 66 of 116 <br />1306 W Raymar St <br />11/14/22