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DESIGN CRITERIA: <br /> <br />Roof Load <br />Asphalt Shingle roof = 3.5 psf <br />Sheathing = 1. 5 psf <br />Roof Rafter = 2. 5 psf <br />Insulation = 1.5 psf <br />Solar = 2.0 psf <br />Misc. = 4.0 psf <br />--------------------------------------------------------- <br />Total Roof Dead Load = 15.0 psf <br /> LL = 20.0 psf <br />DL + LL = 35.0 psf <br />Ceiling Load without storage <br /> DL = 5.0 psf <br /> LL =10.0 psf <br />Ceiling Load with storage <br /> DL = 5.0 psf <br /> LL =20.0 psf <br /> <br />Exterior Wall <br /> DL = 14.0 psf <br />Interior Wall <br /> DL = 10.0 psf <br /> <br />Allowable Soil bearing pressure = 1,500 psf <br /> <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025