3623 HOYT AVE 1-3 2020-06-17 - Laserfiche WebLink

Ill T ! II MI THE SIDHU PROPERTY -. _ o-•-vni6ver 29, 2016 SDA Job # 7945 b' "A WIND UPPER FRONT WALL SHEARWALL SEISMIC Floor Into Tributary Width(Upper Floor) Tributary Area(Upper Floor) UPPER Floor Level,e.g. Upper,Main,Lower 1.0 tributary width 1.0 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 2.0 total width 2.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) CDX Sheathing type tributary width tributary area Values from table 4.3A of the AF&PA SDPWS-2008 total width total area ROOF Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) tributary width tributary area 24.00 ft Total Length of Shearwalls total width total area V(from upper)= 2868 lb 4131 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10.0 lbs V(from main)= 0 lb 0 lb Length of Shearwall= 3.5 ft Tributary width for dead load= 6.0 ft V(from lower)= 0 lb 0 lb : ,:. Length of adjoining wall= 4.0 ft • E(Wind)= 2,868 lb E(Smc)= 4,131 lb Use alternate R factor for seismic? NO v= 60 PLF v= 86 PLF AF&PA SDPWS-2008 (2w/h) x 0.93 x 230= 187 PLF USE 1 CTOTAL = (floor above)+(this floor)= + 482 lbs = 482 lbs Seismic controls TTOTAL= (floor above) +(this floor)= + 181 lbs = 181 lbs Load case 8 controls-Wind 1 Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 5.,6.,and 8: E= 689 lbs a UPPER REAR WALL SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) UPPER Floor Level,e.g. Upper,Main,Lower 1.0 tributary width 1.0 tributary area Lt-Rt Load Direction,e.g. Left-Right,Front-Rear 2.0 total width 2.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) CDX Sheathing type tributary width tributary area Values from table 4.3A of the AF&PA SDPWS-2008 total width total area ROOF Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) tributary width tributary area 16.00 ft Total Length of Shearwalls total width total area V(from upper)= 2868 lb 4131 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10.0 lbs V(from main)= 0 lb 0 lb Length of Shearwall = 8.0 ft Tributary width for dead load= 6.0 ft V(from lower)= 0 lb 0 lb Length of adjoining wall= 4.0 ft E(S2tvS)= 2,868 lb E(41)0= 4,131 lb Use alternate R factor for seismic? No v= 90 PLF v= 129 PLF AF&PA SDPWS-2008 0.93 x 230= 214 PLF USE 1 CTOTAL = (floor above)+(this floor)= + 723 lbs = 723 lbs Seismic controls TTOTAL= (floor above) +(this floor)= + 304 lbs = 304 lbs Load case 8 controls-Wind Where overstrength factor is applicable,use this NO HOEDOWNS REQUIRED OK value for E in equations 5.,6,and 8: E= 1033 lbs UPPER LEFT/RIGHT WALL SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) UPPER Floor Level,e.g. Upper,Main,Lower 1.0 tributary width 1.0 tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 2.0 total width 2.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) CDX Sheathing type tributary width tributary area Values from table 4.3A of the AF&PA SDPWS-2008 total width total area ROOF Resisting Dea_d_Load _ Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) tributary width tributary area 33.50 ft Total Length of Shearwalls total width total area V(from upper)= 3082 lb 4131 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10.0 lbs V(from main)= 0 lb 0 lb Length of Shearwall= 16.0 ft Tributary width for dead load= 6.0 ft V(from lower)= 0 lb 0 lb Length of adjoining wall= 4.0 ft E(SINS)= 3,082 lb 4(En)= 4,131 lb Use alternate R factor for seismic? No v= 46 PLF v= 62 PLF AF&PA SDPWS-2008 0.93 x 230= 214 PLF USE 1 CTOTAL = (floor above)+(this floor)= + 368 lbs = 368 lbs Wind controls TTOTAL = (floor above) + (this floor)= + -252 lbs = -252 lbs Load case 8 controls-Wind Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 5_,6,and 8: E= 493 lbs