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Date :2/21/2023 <br />Job Code: WILLIS WU <br />2 of 7 <br />Structrure Geometry: <br />Mean Roof Height, hn =23 ft <br />Eave Height, he =18 ft <br />Buiding Length, L =67 ft <br />Building Width, B =45 ft <br />Module Area =20.8 ft² <br />Roof Properties: <br />Roof Pitch (deg) = <br />Roofing Type = <br />Sheathing Type = <br />Wood Species = <br />Wood Fb (psf) = <br />Wood Fv (psf) = <br />Wood E (psf) = <br />Wood Lag Withdrawal (lb/in) = <br />Framing Type = <br />Framing OC Spacing (in.) = <br />Section Thickness, b (in.) = <br />Section Depth, d (in.) = <br />Section Modulus, Sx (in.^3) = <br />Beam Span (ft) = <br />Pen Trib Width (ft) = <br /> Rail Span (ft) = <br />C D (Wind) = <br />C D (Snow) = <br />CLS = <br />C M = <br />Ct = <br />CL = <br />CF = <br />Cfu = <br />Ci = <br />Cr = <br />Mallowable_Wind (lb-ft) = <br />Mallowable_snow (lb-ft) = <br />3247 3247 634 <br />2334 2334 456 <br />1.0 1.0 1.0 <br />1.15 1.15 1.15 <br />1.1 1.1 1.5 <br />1.0 1.0 1.0 <br />1.0 1.0 1.0 <br />1.0 1.0 1.0 <br />1.00 1.00 1.00 <br />1.0 1.0 1.0 <br />1.6 1.6 1.6 <br />1.15 1.15 1.15 <br />4.00 4.00 4.00 <br />3.07 3.07 3.07 <br />10.5 10.5 9 <br />9.25 9.25 3.50 <br />21.39 21.39 3.06 <br />1.50 1.50 1.50 <br />2x10 Rafter 2x10 Rafter 2x4 Rafter <br />24 24 24 <br />230400000 230400000 230400000 <br />266 266 266 <br />129600 129600 129600 <br />25920 25920 25920 <br />5/8 OSB Sheathing 5/8 OSB Sheathing 5/8 OSB Sheathing <br />Doug Fir-Larch #2 Doug Fir-Larch #2 Doug Fir-Larch #2 <br />2 Layers Comp 2 Layers Comp 2 Layers Comp <br />23 23 23 <br />Roof 1A Roof 1B Roof 2 <br />51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 <br />3218 S Manitoba <br />Dr03/09/23