Laserfiche WebLink
LUCAS PROPERTIES November 17, 2021 SDA Job# 9411 5 <br /> IRREGULARITY_ Increase in force due to irregularities for seismic design categories D-F(per ASCE7-16,§12.3.3.4): <br /> No .No seismic load change Affected Levels: <br /> Out-of-plane offset with discontinuity,including out-of-plane offset of at least one vertical elements 12.3-1,Type 4) <br /> No ..No seismic load change Affected Levels: <br /> One or two-family dwelling of light frame construction: I Yes : 00=1.0(§12.10.1.1) <br /> EV(Roo FLEXIBLE DIAPHRAGM DESIGN (ASD) <br /> J= <br /> %Of load transfer= 100 (Percentage of load transferred through diaphragm) <br /> Total diaphragm length= 20.0 ft <br /> Sub-diaphragm length= 20.0 ft 0.6 x EV(Roof)= 2,227 Ibs FACTORED WINO(LEFT-RIGHT) —> Location @ 253 PLF x S.G.=0 R <br /> Diaphragm width= 16.6 ft 0.7 x XV(Roof)= 786 Ibs FACTORED SEISMIC!rho —> Location @ 240 PLF x S.G.=0 ft. <br /> Aspect Ratio= 1.25 <br /> v <br /> _ ASDx—rV(FLOOR).. _ (2228 lbs,787 Ibs) _[{MIND=75 PLF,SEISMIC=27 PLF] Wind Governs! <br /> (2)(width)(S_G.) 2 x 16 ft.x 0.93 <br /> 2015 SUPWS T4.2A&T4.2C "NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY <br /> USE:15132"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"O/C <br /> E1/ 2nd Floor = <br /> %of load transfer= 100% - (Percentage of load transferred through diaphragm) <br /> Total diaphragm length= 20.0 ft <br /> Sub-diaphragm length= 20.0 f# 0.6 x£V(2nd Floor)= 2,188 Ibs FACTORED WIND(LEFT-RIGHT) —> Location @ 253 PLF x S.G.=0 ft. <br /> Diaphragm width= 16.0#t 0.7 x E1/(2nd Floor)= 486 Ibs FACTORED SEISMIC/rho -> Location @ 240 PLF x S.G.=0 ft. <br /> Aspect Ratio= 1.25 <br /> v= ASDxfV(FL00R) [2189 lbs,4 66 Ibs] <br /> =[WIND=74 PLF,SEISMIC=17 PLF] Wind Governs! <br /> 2 width)(S.G.) 2 x 16 ft.x 0.93 <br /> 2015 SDPWS T4.2A&T42C "NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY <br /> USE:3/4"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"O/C <br />