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Building Information: <br />B T =30.25 ft <br />Structure Longitudinal Length (East-West):B L =53.00 ft <br />H plt =9.00 ft <br />H plt2 =9.00 ft Two Story <br />pitch =0.25 ft/ft θ = 14 <br />h peak =22.17 ft <br />Mean Bldg. Height:h mean = h plt + h plt2 =18.00 ft <br />Dead Loads: <br />Roof Loads:Exterior Wall Loads: <br />3-Tab Comp Roofing = 3 psf DF 2x Studs @ 16" = 1.5 psf <br />15/32" Plywood = 1.7 psf 5/8" Drywall = 3.2 psf <br />2x6 @ 24 Framing = 1.1 psf 7/8" Stucco = 8.5 psf <br />Misc. (Insulation) = 2.5 psf Misc. = 2.8 <br />Misc. (Insulation) = 3.1 psf <br />Total DL r = 11.4 psf <br />Total DL r w/ Roof Slope= 12.0 psf DL wext = 16.0 psf <br />Ceiling Loads :Interior Wall Loads: <br />DF 2x6 @ 16 Framing = 1.7 psf DF 2x Studs @ 16" = 1.5 psf <br />5/8" Drywall = 2.75 psf 5/8" Drywall (x2) = 5.5 psf <br />Misc = 3.5 psf Misc. = 2 psf <br />DL c = 8.0 psf DL wint =9.0 psf <br />Floor Loads: N/A Balcony Floor Loads: N/A <br />3/4" Plywood = 2.5 psf 3/4" Plywood =psf <br />TJI 360 @ 16" Framing = 2.5 psf 2x14 @ 18" Framing psf <br />5/8" Drywall = 2.8 psf 7/8" Stucco =psf <br />Misc = 4.3 psf Misc =psf <br />DL f = 12.0 psf DL f = 0.0 psf <br />Load Summary: <br />Dead Load: Live Load: <br />DL roof = 12.0 psf <br />DL wallint = 9 psf LL roof =20 psf <br />DL wallext = 16 psf LL ceiling =10 psf <br />DL floor = 12.0 psf LL floor =40 psf <br />Plate Height: <br />Plate Height_2nd flr: <br />Roof Pitch: <br />Peak Roof Height: <br />Structural Calculations for: <br />1306 W Raymar Street, Santa Ana, CA 92703 <br />Structure Transverse Length (North-South): <br />Raymar Street - Santa Ana Page 3 of 116 <br />1306 W Raymar St <br />11/14/22