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Fv 1.7 (Tbl 11.4-2)Seismic Category is D <br />SS 1.306 Roof Dead Load 15.0 PSF <br />SDS 1.045 (Eq 11.4-3)Floor Partition Load 8.0 PSF <br />SD1 0.527 (Eq 11.4-4)Total 23.0 PSF <br />S1 0.465 (Sec 11.4.2) <br />R Factor 6.5 (Tbl 12.2-1)Roof Height 15.0 ft (from 1st floor) <br />I 1 (Tbl 1.5-2) <br />ASD Factor 0.7 <br />Redun. Factor 1.3 (Sec 12.3.4.2) <br />TL 8 (Fig 22-14) <br />Ct 0.020 (Tbl 12.8-2) <br />x 0.75 (Tbl 12.8-2) <br />T0 0.101 (Sec 11.4.6) <br />T 0.152 (Eq 12.8-7)Cross on Graph <br />Ts 0.504 (Sec 11.4.6) <br />Cs 0.161 (Eq 12.8-2) <br />Cs Limits 0.532 (Eq 12.8-3) <br />0.046 (Eq 12.8-5) <br />0.000 (Eq 12.8-6) <br />Cs 0.161 (Sec 12.8.1.1) <br />Final Cs 0.146 C s x Redun. Factor x ASD <br />Base Shear 3.36 PSF (ASD) <br />Wind Load 20.0 PSF (LRFD) <br />Trib. Height 4.5 ft <br />Bldg. "Depth"23.0 ft <br />ASD Factor 0.60 <br />Wind Load 2.348 PSF (ASD) <br />Governing Load Seismic <br />3.36 PSF Shear Walls <br />3.36 PSF Diaphragm <br />15 ft <br />Diaphragm Aanlysis <br />Diaphragm Length (Short Side)23.00 ft <br />Diaphragm Width (Long Side)25.00 ft <br />Diaphragm Shear 42 plf <br />Allow. Shear (ASD) <br />15/32" STR-I plywood with 10d nails @ 6",12" unblocked 215 plf <br />15/32" STR-I plywood with 8d nails @ 6",12" unblocked 180 plf <br />15/32" plywood with 10d nails @ 6",12" unblocked 190 plf <br />15/32" plywood with 8d nails @ 6",12" unblocked 180 plf <br />Seismic Loading and Distribution per ASCE 7-16 <br />0.00 <br />0.20 <br />0.40 <br />0.60 <br />0.80 <br />1.00 <br />1.20 <br />0.00 0.50 1.00 1.50 2.00 2.50 3.00 <br />Sp <br />e <br />c <br />t <br />r <br />a <br />l <br /> <br />A <br />c <br />c <br />e <br />l <br />e <br />r <br />a <br />t <br />i <br />o <br />n <br /> <br />( <br />g <br />) <br />Period (s) <br />Page 21 <br />1108 N Towner St & <br />#212/13/2024