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PINE STREET HOUSE February 15, 2020 SDA Job# 8910 4 <br /> UNFACTORED LOAD SUMMARY: <br /> WIND(front-rear) WIND(left-right) SEISMIC <br /> IV(Roof)= 8797 lbs 6424 lbs 3918 lbs <br /> NOT APPLICABLE lbs lbs lbs <br /> NOT APPLICABLE 0 lbs 0 lbs 0 lbs <br /> NOT APPLICABLE 0 lbs 0 lbs 0 lbs <br /> TOTAL BASE SHEAR= 8797 lbs 6424 lbs 3918 lbs <br /> IRREGULARITY: Increase in force due to irregularities for seismic design categories D-F(per ASCE7-10 Sec.12.3.3.4): <br /> I Yes Seismic t 25%for collector&diaph. Affected Levels:I I <br /> Out-of plane offset with discontinuity,including out-of-plane offset of at least one vertical elements'(T12.3-1,Type 4) <br /> r Yes •:Seismic x n0 for diaphragm loading Affected Levels:I I <br /> One or two-family dwelling of light frame construction: No 'I 1004 2.50 <br /> FLEXIBLE DIAPHRAGM DESIGN(ASCE 7-10 Sec.26.2) <br /> EV:tRoof)= <br /> %of load transfer= 100% (Percentage of load transferred through diaphragm) <br /> Total diaphragm length= 47.0 ft <br /> Sub-diaphragm length=. 47.0 ft 0,6 x EV(Roof)= 5,278 lbs FACTORED WIND(FRONT-REAR) --> Location @ 253 PLF x S.G.=0 ft. <br /> Diaphragm width= 37.0 ft 0.7 x EV(Roof)= 2,743 lbs FACTORED SEISMIC/rho --> Location @ 240 PLF x S.G.=0 ft. <br /> Aspect Ratio= 1.27027 <br /> __ ASDxEV FLOOR i 5279Ibs,2743 lbsj <br /> v (2)(width)(S.G.) 2 x 37 ft.x 0.93 =(WIND=77 PLF,SEISMIC=40 PLF] Wind Governs! <br /> 2015 SDPWS T4.2A&T4.2C *NOTE:SEISMIC MAY GOVERN OVER WIND DUE TO HIGHER WIND CAPACITY <br /> USE: 15/32"SHEATHING WITH 2x HEM-FIR FRAMING;FASTEN AT PANEL EDGES WITH 8d @ 6"O/C <br />