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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PROJECT SITE: 423 E PINE ST. SANTA ANA, CA 92701 <br /> <br />DESIGN CRITERIA <br /> <br />CODE: CALIFORNIA BUILDING CODE-2022 EDITION <br /> <br />MATERIALS: <br /> <br />• TIMBER - DOUGLAS FIR LARCH <br />RAFTERS & JOIST - #2 GRADE <br />BEAMS, HEADERS, & POSTS - #1 GRADE UNLESS OTHERWISE NOTED (U.N.O.) <br />PLYWOOD - PS 1-95, PER APA STANDARD, PI. 32/16 <br /> <br />• CONCRETE – F’c=2500 PSI @ 28 DAYS <br /> <br />• REINFORCING STEEL - ASTM A-615 <br />#4 AND SMALLER, GRADE 40 <br />#5 AND LARGER, GRADE 60 <br /> <br />• SOIL PRESSURE - 1,500 PSF PER [TABLE 1806.2] <br /> <br />• LOADS - <br />(EXTERIOR WALL) PSF <br /> <br />FRAMING (2X4 @16") 1.9 <br />PLYWOOD SHEATHING 1.5 <br />STUCCO 8.0 <br />INSULATION - R-13 1.5 <br />1/2" GYP. BOARD 2.5 <br />MISCELLANEOUS 0.6 <br /> TOTAL D.L. = 16 PSF <br /> <br /> <br /> <br />(INTERIOR WALL) PSF <br /> <br />FRAMING (2X4 @16") 1.9 <br />INSULATION - R-13 1.5 <br />1/2" GYP. BOARD 2.5 <br />MISCELLANEOUS 2.1 <br /> TOTAL D.L. = 8 PSF <br /> <br /> <br />WALL LOAD AVERAGE = (16+8)/2 = 12PSF <br />(ROOF) PSF <br /> <br />ROOFING MATERIAL 6.0 <br />PLYWOOD SHEATHING 1.5 <br />FRAMING 1.8 <br />MISCELLANEOUS 1.2 <br /> TOTAL D.L. = 10.5 PSF <br /> L.L. = 20 PSF <br /> <br />(ROOF) -VAULTED- PSF <br /> <br />ROOFING MATERIAL 6.0 <br />PLYWOOD SHEATHING 1.5 <br />FRAMING 2.4 <br />INSULATION- R-30 2.1 <br />1/2" GYP. BOARD 2.5 <br />MISCELLANEOUS 1.5 <br /> TOTAL D.L. = 16 PSF <br /> L.L. = 20 PSF <br /> <br />(CEILING) PSF <br /> <br />INSULATION - R-30 2.1 <br />1/2" GYP. BOARD 2.5 <br />FRAMING 1.9 <br />MISCELLANEOUS 1.0 <br /> TOTAL D.L. = 7.5 PSF <br /> L.L. = 10 PSF <br /> <br /> <br />(FLOOR) PSF <br /> <br />FLOORING 3.0 <br />PLYWOOD SHEATHING 2.5 <br />FRAMING 2.4 <br />INSULATION - R-19 1.8 <br />1/2" GYP. BOARD 2.5 <br />MISCELLANEOUS 1.8 <br /> TOTAL D.L. = 14 PSF <br /> L.L. = 40 PSF <br />3/15