2110 HEWITT AVE 2024-02-12 - Laserfiche WebLink

HOWIE BARGREEN I May 10, 2022 I SDA Job# 7673 I 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,Ty e 4) No :.No seismic load change Affected Levels: One or two-family dwelling of light frame construction: No Oo= FLEXIBLE DIAPHRAGM DESIGN (ASD) EV(Roof)= %of load transfer= 100% (Percentage of load transferred through diaphragm) Total diaphragm length= 100.0 ft Sub-diaphragm length= 100.0 ft 0.6 x IV(Roof)= 9,143 lbs FACTORED WIND(FRONT-REAR) ---> Location @ 253 PLF x S.G.=0 ft. Diaphragm width= 53.0 ft 0.7 x EV(Roof)= 41,965 lbs FACTORED SEISMIC/rho ---> Location @ 240 PLF x S.G.=24 ft. Aspect Ratio= 1.8867925 ASDxFV(FLOOR) [9144 lbs,41965 lbs] (2)(width)(S.G.) 2 x 53 ft.x 0.93 =[WIND=93 PLF,SEISMIC=426 PLF] *Seismic Governs! 2015 SDPWS T4.2A&T4.2C *NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY FROM 0-24FT.USE:15/32"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"0/C;FASTEN AT BOUNDARY EDGE WITH 8d @ 4"0/C;ELSEWHERE FASTEN ALL EDGES WITH 8d @ 6"O/C EV(2nd Floor)= %of load transfer= 10% (Percentage of load transferred through diaphragm) Total diaphragm length= 100.0 ft Sub-diaphragm length= 100.0 ft #VALUE! #VALUE! #VALUE! #VALUEI ft. Diaphragm width= 53.0 ft 0.7 x EV(2nd Floor)= -1 lbs FACTORED SEISMIC/rho ---> Location @ 240 PLF x S.G.=0 ft. Aspect Ratio= 1.8867925 v_ ASDxFV(FLOOR) _ #VALUE! #VALUE! #VALUE! (2)(width)(S.G.) 2 x 53 ft.x 0.93 2015 SDPWS T4.2A&T4.2C `NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY SEE 2015 SDPWS T4.2B FOR HIGH STRENGTH BLOCKING