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ROSENBERG RAMBLER Janua 24, 2018 SDA Job# 8276 7 <br /> RIGHT =ARWALL WIND SEISMIC <br /> Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) <br /> UPPER Floor Level,e.g.Upper,Main,Lower 1.0 tributary width 1.0 tributary area <br /> Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 2.0 total width 2.0 total area <br /> (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used <br /> CDX Sheathing type 0.0 tributary width 0.0 tributary area <br /> Values from table 4.3A of the AF&PA SDPWS-2008 51.5 total width 51.5 total area • <br /> ROOF Resisting Dead Load Not Used Not Used <br /> (e.g.Roof,Upper Floor,Main Floor) tributary width tributary area <br /> 16.75 ft Total Length of Shearwalls total width total area <br /> V(from upper)= 1461 lb 1004 lb Height of Shearwall= 7.3 ft Weight of Shearwall= 10.0 lbs <br /> V(from main)= 0 lb 0 lb Length of Shearwall= 3.8 ft Tributary width for dead load= 14.0 ft <br /> V(from(ower)= 0 lb 0 lb Aspect Ratio OK Length of adjoining wall= 3.6 ft <br /> Z(Qtvo)= 1,461 lb E(Eµx)= 1,004 lb Use alternate R factor for seismic? No <br /> v= 44 PLF v= 30 PLF <br /> AF&PA SDPWS-2008 1.4 x 0.93 x 230=299 PLF USE A <br /> Wind Controls Sflc<3C:L` li dsslgt1 <br /> CTOTAL= (floor above)+(this floor)= + 316 lbs = 316 lbs Wind controls <br /> TTOTAL= (floor above)+(this floor)= + 250 lbs = 250 lbs Load case 8 controls-Wind <br /> Wind controls hoiclowr;design <br /> NO HOLDOWNS REQUIRED OK <br /> Where overstrength factor is applicable,use this <br /> value for E in equations 5,6,and 8: E= 217 lbs J <br />