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CODE: 2019 CALIFORNIA BUILDING CODE WITH LOCAL ADDENDA <br /> <br />Timber Douglas Fir Larch <br />Rafters & Joints: #2 Grade <br />Beams & Headers: As noted on plans <br />Concrete F c’ = 2,500 PSI @ 28 days <br />Reinforcing Steel ASTM A-615 <br />#4 & Smaller, Grade <br />#5 & Larger, Grade <br />Soil Value 1,500 PSF per Soils IBC <br /> <br />Typical Weights: <br />Item PSF <br />R-38 INS 1.5 <br />½ Gyp Board 2.2 <br />Roofing (Shingles) 3.0 <br />2x4 @ 16” O.C 1.1 <br />2x6 @ 16” O.C 1.7 <br />2x6 @ 24” O.C 2.3 <br />2x8 @ 24” O.C 1.5 <br />½ Plywood 1.5 <br />Stucco (7/8) 10.0 <br />R-13 0.5 <br />R-19 0.8 <br />2x10 @ 16” O.C. 3.0 <br />2x10 @ 24” O.C. 2.0 <br />2x12 @ 16” O.C. 3.3 <br />2x12 @ 24” O.C. 2.4 <br />14” TJI Joist 4.2 <br />TPO Roofing 0.5 <br />¾ Plywood 3.0 <br />Rigid Fiberglass (1” thick) 1.5 <br />5/8 Gyp Board 2.8 <br />5/8 Gyp Type X 3.0 <br />2x4 Interior Walls 10.0 <br />906 S Virlee St & #2 - <br />10111904212/9/2024