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Roof: <br />D.L (psf)16 <br />L.L (psf)20 <br />Floor:Wall: <br />D.L (psf)16 L.L (psf)15 10 <br />L.L (psf)40 15 <br />D.L. =Dead Load T.A = Tributary Area <br />L.L = Live Load wD = (T.A.i * D.L.i) <br />wL = (T.A.i * L.L.i) <br />Deck:Ceiling <br />D.L (psf)16 D.L (psf) <br />L= Length <br />L.L (psf) <br />Roof Framing: <br />L.L (psf)60 <br />←wD, wL <br />RR (1) <br />L (ft)9' <br />T.A. (ft)1.33 <br />wD 21 <br />wL 27 <br />2-2 x 4 @ 16" O.C. (No.2)↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ <br />9' <br />←D, wL <br />CJ (1) <br />L (ft)16.5' <br />T.A. (ft)1.33 <br />wD 13 <br />wL 20 <br />2 x 10 @ 16" O.C. (No.2)↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ <br />16.5' <br />←D, wL <br />HDR(1) <br />L (ft)2' <br />T.A.roof (ft)3 <br />ceilling (ft)0 <br />wD 48 <br />wL 60 <br />↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ <br />2' <br />SPS ENGINEERING 818 747 7269 | shant.sps@gmail.com