4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

LUCAS SITE VISIT I July 18, 2024 SDA Job# 10052 9 MAIN FRONT I A15-WSW ISEUMENTED WALL Floor Info 2ND I Floor Level,e.g.Roof,4TH,3RD,2ND Tributary Area(ROOF) Tributary Area(ROOF) Lt-Rt Load Direction,e g Left-Right,Front-Rear 1.0 tributary width 1.0 tributary area 2.0 total width 2.0 total area HF2 Stud Wall Species/Grade Tributary Area(2ND) Tributary Area(2ND) Structural Panels-Sheathing Sheathing type(T4 3A of SDPWS-2021) 1.0 tributary width 1.0 tributary area 1,00 Redundacy(p)for Seismic Force-Resisting System(ASCE7-16§12 3 4) 2.0 total width 2.0 total area 2ND/FL I Resisting Dead Load Tributary Area(NA) (D Tributary Area(NA) z Shearwall Segment Lengths: Ad: Total Lenym= 10.9 ft tributary width o tributary area a 10.9 ft tEotal width ao total area o Tributary Area(NA) o Tributary Area(NA) U IV(ROOF)= 1420 lb IV(ROOF)= 1748 lb -::]tributary width Z tributary area w IV(2ND FLOOR)= 2688 lb IV(2ND FLOOR)= 926 lb total width 3 total area FV()= 0lb EV()= 0lb IV()= 0 lb IV()= 0 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10.0 Ibs F(Wind)= 4,108 lb F(Smc)= 2,674 lb Length of Shearwall= 10.9 ft Tributary width for dead load= 2.3 ft ULT.v= 189 PLF ULT.Vx p= 123 PLF Aspect Ratio OK Length of adjoining wall= 4.6 ft 2,054 lb 1.337lb R= 6.5 ASD SHEAR WALL DESIGN PER:SDPWS-2021 110= 2.5 ULT.WIND CAPACITY:1 x 0.93 x 730 PLF/(2 x 0.6)=666 PLF ULT.SEISMIC CAPACITY:1 x 0.93 x 730 PLF 12.8 x 0.7 =346 PLF Holdown Above:I ROOF FRONT Seismic controls shearwall design ASD C TOTAL= (floor above)+(this floor)= 1330 Ibs Seismic controls-C3(ASD eq 8): ASD T TOTAL w/o 00= (floor above)+(this floor)= 558 Ibs Seismic controls-T2(ASD eq 10): LRFD T-TOTAL w/o DO= (floor above)+(this floor)= 930 Ibs Wind controls-T1(LRFD eq 5): SHEARWALL TYPE: 1 UNFACTORED OVERTURNING Chord Post/Holdown Info LOADING 4x HF2 Size/Species/Grade FTAO HOLDOWNS REQUIRED, USE CS20 LOAD [T] [C] LRFD Ductile Design Criteria/Anchor P WL -2089lbs 2060lbs 1o.6ft Calculated Effective Width STRAPS ABOVE AND BELOW THE WINDOW, EQ -1638lbs 1638lbs SHEARWALL 1 DL 1287 Ibs 1287 Ibs F7N_O ]Manually Enter Effective Width? Ye LUSL 628lbs 628lbs MAIN REAR A15-WSW SEGMENTED WALL Floor Info 2ND Floor Level,e.g Roof,4TH,3RD,2ND Tributary Area(ROOF) Tributary Area(ROOF) Lt-Rt Load Direction,a g.Left-Right,Front-Rear 1.0 Itributary width 1.0 tributary area 2.0 total width 2-0 total area HF2 Stud Wall SpeciesfGrade Tributary Area(2ND) Tributary Area(2ND) Structural Panels-Sheathing I Sheathing type(T4 3A of SDPWS-2021) 1.0 tributary width 1.0 tributary area 1,00 I Redundacy(p)for Seismic Force-Resisting System(ASCE7-16§12.3.4) 2.0 total width 2.0 total area 2ND/FL Resisting Dead Load Tributary Area(NA) Tributary Area(NA) z Shearwall Segment Len th& A' T�oital Len th= 16.0 ft tributary width K tributary area a 16 0 ft total width total area O Tributary Area(NA) o Tributary Area(NA) IV(ROOF)= 1420 lb IV(ROOF)= 1748 lb tributary width K tributary area w IV(2ND FLOOR)= 2688 lb IV(2ND FLOOR)= 926 lb total width �' total area " FV()= 0lb FV()= 0lb IV()= 0 lb IV()= 0 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10.0 Ibs E(Wind)= 4,108 lb E(Smc)= 2.674 lb Length of Shearwall= 16 0 ft Tributary width for dead load= ULT.v= 128 PLF ULT.Vx p= 84 PLF Aspect Ratio OK Length of adjoining wall= R= 6.5 ASD SHEAR WALL DESIGN PER:SDPWS-2021 no= 2.5 ULT.WIND CAPACITY:1 x 0.93 x 730 PLF/(2 x 0.6)=566 PLF ULT.SEISMIC CAPACITY:1 x 0.93 x 730 PLF/ 2.8 x 0.7 =346 PLF Holdown Above:1 ROOF REAR Seismic controls shearwall design ASD C TOTAL= (floor above)+(this floor)= 963 Ibs Seismic controls-C3(ASD eq 8): ASD T.TOTAL w/o 00= (floor above)+(this floor)= 413 Ibs Seismic controls-T2(ASD eq 10): SHEARWALL TYPE: 1 WSP UNFACTORED OVERTURNING Chord Post/Holdown Info LOADING 4x HF2 Size/Species/Grade Chord Post 2-2x4 LOAD [T] [C] ASD Ductile I Design Criteria/Anchor Failure Ft'g Holdown,Use? Yes OK- WL -1495 Ibs 1457 Ibs 15.8 ft Calculated Effective Width Framing Strap,Use' No NOT USED EQ -1188 Ibs 1188 Ibs Framing HDU,Use? No NOT USED DL 917 Ibs 917 Ibs No Manually Enter Effective Width?(Yes/No) LL/SL 82lbs 82lbs