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

111 SI1H015ROPER y Y February 10 2017 SDA Job # 7945 7 MAIN FRONT WALL SHEARWALL --- - WIND-. SEISMIC ' Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) MAIN 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 1.0 tributary width 1.0 tributary area Values from table 4.3A of the AF&PA SDPWS-2008 2.0 total width 2.0 total area U/FL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) tributary width tributary area 19.00 ft Total Length of Shearwalls F1totalwidth total area - V(from upper)= 2868 lb 4131 lb Height of Shearwall= 8.0 ft Weight of Shearwall= .10.0 lbs V(from main)= 3989 lb 2241 lb Length of Shearwall= 3.5 ft Tributary width for dead load= 1.0 ft V(from lower)= 0 lb 0 lb Length of adjoining wall= 4.0 ft E(Siva)= 6,857 lb E(Eµ1)= 6,372 lb Use alternate R factor for seismic? No v= 180 PLF v= 168 PLF AF&PA SDPWS-2008 (2w/h) x 0.93 x 230= 187 PLF USE 1 CT OTAL= (floor above)+(this floor)= 482 + 1444 lbs = 1926 lbs Wind controls TTOTAL= (floor above)+(this floor)= 181 + 1126 lbs = 1307 lbs Load case 8 controls-Wind Wind CD''s r '. Where overstrength factor is applicable,use this USE SIMPSON DESIGNED HOLDOWN: CS14 value for E in eguations 5,6,and 8: E= 1342 lbs OR AT FOUNDATION/INTERIOR WALLS USE: LSTHD8/RJ MAIN REAR WALL SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) MAIN 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 1.0 tributary width 1.0 tributary area Values from table 4.3A of the AF&PA SDPWS-2008 2.0 total width 2.0 total area U/FL Resisting Dead Load Not Used Not Used tributary width tributary area 21.50 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)= 3989 lb 2241 lb Length of Shearwall= 3.5 ft Tributary width for dead load= 1.0 ft V(from lower)= 0 lb 0 lb Asp.Li.?:<-kti:UI( Length of adjoining wall= 4.0 ft E(SAvo)= 6,857 lb E(Eµ1)= 6,372 lb Use alternate R factor for seismic? No v= 159 PLF V= 148 PLF AF&PA SDPWS-2008 (2w/h) x 0.93 x 230= 187 PLF USE 1 SS.erStIfiC CUrIt€?; . CTOTAL= (floor above)+(this floor)= 723 + 1276 lbs = 1999 lbs Wind controls TTOTAL= (floor above)+(this floor)= 304 + 958 lbs = 1262 lbs Load case 8 controls-Wind y Vjn; .cop rol i=1o.ido 't:+design USE SIMPSON DESIGNED HOLDOWN Where overstrength factor is applicable,use this CS14 value for E in eguations 5,6,and 8: E= 1186 lbs OR AT FOUNDATION/INTERIOR WALLS USE: LSTHD8/RJ MAIN RIGHT WALL SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) MAIN 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 1.0 tributary width 1.0 tributary area Values from table 4.3A of the AF&PA SDPWS-2008 2.0 total width 2.0 total area U/FL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) tributary width tributary area 33.00 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)= 4082 lb 2241 lb Length of Shearwall= 16.0 ft Tributary width for dead load= 8.0 ft V(from lower). 0 lb 0 lb Length of adjoining wall= 4.0 ft E(Oiv6)= 7,164 lb E(Eµ1)= 6,372 lb Use alternate R factor for seismic? no v= 109 PLF v= 97 PLF AF&PA SDPWS-2008 0.93 x 230=214 PLF USE 1 CTOTAL= (floor above)+(this floor)= 368 + 868 lbs = 1236 lbs Wind controls TTOTAL= (floor above)+(this floor)= -252 + -399 lbs = -651 lbs Load case 8 controls-Wind . ,.?().-, 1700:: _ .fe.-c : Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: E= 772 lbs J