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Roof: <br />D.L (psf)20 <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 /> Roof Framing: <br />L= Length wL = (T.A.i * L.L.i) <br />L.L (psf)60 L.L (psf) <br />Deck:Ceiling <br />D.L (psf)16 D.L (psf) <br />←wD, wL <br />RR (1) <br />L (ft)10'Catilever 1' <br />T.A. (ft)1.33 <br />wD (lb/ft)27 <br />wL (lb/ft)27 <br />↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ <br />10' <br />←D, wL <br />CJ (1) <br />L (ft)18' <br />T.A. (ft)1.33 <br />wD (lb/ft)13 <br />wL (lb/ft)20 <br />2 x 10 @ 16" O.C. (No.2)↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ <br />18' <br />←D, wL <br />RBM(1) <br />L (ft)20.5'Catilever 1' <br />T.A.roof (ft)9 <br />wD 180 <br />wL (lb/ft)180 <br />3½ x 15 (Glu-Lam 26F-V2)↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ ↓ <br />20.5' <br />SPS ENGINEERING 818 747 7269 | shant.sps@gmail.com <br />1022 S Hickory St <br />1/9/2025