6408 BEVERLY BLVD 2025-04-11 - Laserfiche WebLink

. . HERRERA REMODEL I September 14, 2022 I SDA Job# 9649 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:! 7 I I Out-of-plane offset with discontinuity,including out-of-plane offset of at least one vertical elements(T12 3-1,Type 4) No I.•No seismic load change Affected Levels:r j I One or two-family dwelling of tight frame construction. Yes •.O0=1.0(§12..10.1.1) y 0,. 2.50 FLEXIBLE DIAPHRAGM DESIGN (ASD) Si,of load transfer= 1QQ%a (Percentage of load transferred through diaphragm) total diaphragm length= 36.0 ft Sub-diaphragm length 36C ft 0.6 x EV(Roof)= 1,968 lbs FACTORED WIND(FRONT-REAR) ---> Location©253 PLF x S G =0 ft Diaphragm width= 34 C ft 0 7 x EV(Roof)= 4,464 lbs FACTORED SEISMIC/rho ---> Location @ 240 PLF x S G =0 ft Aspect Ratio= 1.0588235 ASDxEV(FLOOR) _ [1968 lbs,4464 lbs] v= _[WIND=32 PLF,SEISMIC=71 PLF] *Seismic Governs! (2)(width)(S.G.) 2 x 34 ft.x 0.93 2015 SDPWS T4.2A&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"0/C I EV(3rd Floor)= `'/0 of load transfer= 100%I(Percentage of load transferred through diaphragm) Total diaphragm length= 36-0 ft 1 Sub-diaphragm length= 36.0 ft 1 0.6 x EV(3rd Floor)= 6,843 lbs FACTORED WIND(LEFT-RIGHT) ---> Location @ 253 PLF x S.G -0 fi Diaphragm width= 34.0 ft 0.7 x EV(3rd Floor)= 3,918 lbs FACTORED SEISMIC:rho - > Location d 240 PLF x G 0 ft Aspect Ratio=1 -1.0588235 ASDxEV(FLOOR) _ 16843 lbs 3918 lbs] IND=109 PLF,SEISMIC=62 PLF] Wind Governs! v _ (2)(width)(S G.) 2 x 34 ft.x 0.93 'NOTE.SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY 2015 SDPWS T4.2A&T4.2C USE:3/4"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"0/C 1 III f:V,12nd Floor)= °/,of load transfer= _ _100% j(Percentage of load transferred through diaphragm) Total diaphragm length= 36.0 ft 1 Sub-diaphragm length=_-36 0 f1 10.6 x EV(2nd Floor)= 5,958 lbs FACTORED WIND(LEFT-RIGHT) ---> Location @ 253 PLF x S G =0 ft Diaphragm width=i 34 0 ft fl 0.7 x EV(2nd Floor)= 1,180 lbs FACTORED SEISMIC!rho --n Location @ 240 PLF x S C =0 ft Aspect Ratio=D.0588235. ASDxEV(FLOOR) (5958 Ibs,1180 lbs] v- _[WIND=95 PLF,SEISMIC=19 PLF] Wind Governs! (2)(width)(S.G) 2 x 34 ft.x 0.93 2015 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"0/C 7135