1013 RUCKER AVE 2025-08-20 - Laserfiche WebLink

LEVIN GARAGE July 24, 2023 SDA Job# 9843 5 IRREGULARITY; Increase in force due to irregularities for seismic design categories D-F(per ASCE7-16,§12.3.3.4): No .No seismic load change Affected Levels: Out-of-plane offset with discontinuity,including out-of-plane offset of at least one vertical elements(T12.3-1,Type 4) No .No seismic load change Affected Levels: -� One or two-family dwelling of light frame construction: Yes :.00=1.0(§12.10.1.1) EV Roo FLEXIBLE DIAPHRAGM DESIGN(ASD) %of load transfer= 100% (Percentage of level load transferred through diaphragm) Total diaphragm length Sub-diaphragm length= 26A f# 0.6 x EV(Roof)= 1,649 lbs FACTORED WIND(LEFT-RIGHT) —> Location @ 253 PLF x S.G.=0 ft. Diaphragm width= 24.0 ft 0.7 x ZV(Root)= 1,807 lbs FACTORED SEISMIC/rho —> Location @ 240 PLF x S.G.=0 ft. Aspect Ratio= 1.0833333 V= _ ASDxEV(FLOOR) _ [1649 lbs,1808 Ibsl (2)(width)(S.G.) 2 x 24 ft.x 0.93 _[WIND=37 PLF,SEISMIC=41 PLF] `Seismic Governsl 2021 SDPWS T4.24& T4.2C 'NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY USE: 15/32"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"O/C EV(2nd Floor)= %of load transfer= 100% (Percentage of level load transferred through diaphragm) Total diaphragm length= 26.0 ft Sub-diaphragm length= 26.0 ft 0.6 x£V(2nd Floor)= 2,510 lbs FACTORED WIND(LEFT-RIGHT) —> Location @ 253 PLF x S.G.=0 ft. Diaphragm width= 24.0 ft 0.7 x EV(2nd Floor)= 762 lbs FACTORED SEISMIC 1 rho —> Location @ 240 PLF x S.G.=0 ft. Aspect Ratio= 1.0833333 v ASDxFV(FLOOR) r2511 lbs,763 lbs] =[WIND=57 PLF,SEISMIC=18 PLF] Wind Governs! = _ (2)(width)(S.G.) 2 x 24 ft_x 0.93 2021 SDPWS T4.2A&T4.2C 'NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY USE:3/4"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"O/C (Percentage of level load transferred through diaphragm) 2021 SDPWS T4.24&T4.2C (Percentage of level load transferred through diaphragm) 2021 SDPWS T4.2A&T4.2C