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JASKCON AVE DUPLEX February 15, 2024 SDA Job # 9902 <br />ROOF/MAIN RIGHT I A15 - WSW ISEGMENTED WALL <br />Floor Info <br />ROOF Floor Level, e g Roof, 4TH, 3RD, 2ND <br />Ft-Rr Load Direction, a g. Left -Right, Front -Rear <br />HF2 I Stud Wall Species/Grade <br />Structural Panels - S_heathing Sheathing type (T4.3A of SDPWS-2021) <br />too _ Red undacy (p) for Seismic Force -Resisting System (ASCE7-16 §12.3.4) <br />ROOF Resisting Dead Load <br />Shearwall Se ment Lengths: Adj Total Length = F�q <br />65ft <br />EV (ROOF) = <br />4756 lb <br />IV (ROOF) = <br />6519 !b <br />EV()= <br />0lb <br />7V()= <br />0lb <br />EV()= <br />0lb <br />EV(}= <br />0lb <br />EV () = <br />0 lb <br />EV () = <br />0 lb <br />E (Wind) = <br />4,756 lb <br />E (Smc) = <br />6,519 lb <br />ULT. v= <br />106PLF <br />ULT. Vxp= <br />71 PLF <br />ASD SHEAR WALL DESIGN PER: SDPWS-2021 <br />ULT. WIND CAPACITY. 1 x 0.93 x 730 PLF / (2 x 0.6) = 666 PLF <br />ULT. SEISMIC CAPACITY: 1 x 0.93 x 730 PLF / (2.8 x 0.7) = 346 PLF <br />Tributary Area (ROOF) <br />40 tributary width <br />3Q.0 total width <br />Tributary Area (2ND) <br />tributary width <br />total width <br />Tributary Area (NA) <br />tributary width <br />z <br />total width <br />0 <br />O <br />Tributary Area (NA) <br />o <br />tributary width <br />Z <br />total width <br />Height of Shearwall = 17 0 ft <br />Length of Shearwall = 6 5 ft <br />Aspect Ratio OK <br />Holdown Above: NO HOLDOWN ABOVE <br />ASD C. TOTAL = (floor above) + (this floor) = 1168 lbs Wind controls -CI (ASD eq, 5): <br />ASD T. TOTAL w/o 00 = (floor above) + (this floor) = 828 Ibs Wind controls -T1 (ASD eq 7): <br />UNFACTORED OVERTURNING <br />LOADING <br />LOAD <br />[T] <br />[C] <br />WL <br />-2030lbs <br />1946Ibs <br />EQ <br />-1310lbs <br />1310lbs <br />DL <br />650 Ibs <br />650 tbs <br />LUSL <br />163lbs <br />1631bs <br />Chord Post/Holdown Info <br />6x I HF2 SizelSpecies/Grade <br />ASD Ductile Design Criteria/Anchor Failure <br />NA Calculated Effective Width <br />Yes Manually Enter Effective Width? (Yes/No) <br />6.0 ft <-Input Effective Width <br />A15- <br />Floor Info <br />2ND Floor Level, e.g. Roof, 4TH, 3RD, 2ND <br />Lt-Rt Load Direction, e.g Left -Right, Front -Rear <br />HF2 I Stud Wall Species/Grade <br />Structural Panels - Sheathing I Sheathing type (T4 3A of SDPWS-2021) <br />1 00 Redundacy (p) for Seismic Force -Resisting System (ASCE7-16 §12.3.4) <br />2ND1FL Resisting Dead Load <br />Shearwall Segment Lengths _ _ Adj. Total Len th = 7A ft <br />3 8 ft 1 3.8 ft <br />IV (ROOF) = <br />7140 lb <br />EV (2ND FLOOR) = <br />8115 lb <br />EV()= <br />0lb <br />EV(}= <br />0lb <br />E (Wind) = <br />15,255 lb <br />ULT. v = <br />710 PLF <br />TV (ROOF) = <br />6519 lb <br />IV (2ND FLOOR) = <br />3669 lb <br />EV()= <br />0lb <br />EV()= <br />0lb <br />7 (Smc) = <br />10,188 lb <br />ULT. Vx p = <br />546 PLF <br />ASD SHEAR WALL DESIGN PER: SDPWS-2021 <br />ULT. WIND CAPACITY: 1 x 0.93 x 1290 PLF / (2 x 0.6) =1000 PLF <br />ULT. SEISMIC CAPACITY: 0.92 x 0.93 x 1290 PLF / (2.8 x 0.7) s 663 PLF <br />Tributary Area (ROOF) <br />970 Itribularyarea <br />148Etotal area <br />Tributary Area (2ND) <br />tributary area <br />total area <br />Tributary Area (NA) <br />Z <br />tributary area <br />a <br />total area <br />o <br />Tributary Area (NA) <br />tributary area <br />'^ <br />w <br />total area <br />V' <br />Weight of Shearwall = <br />10.0 Ibs <br />Tributary width for dead bad = <br />2.0 ft <br />Length of adjoining wall = <br />0 0 ft <br />R= <br />65 <br />DO = <br />2.5 <br />Seismic controls shearwall design <br />SHEARWALL TYPE: 1 <br />WSP <br />Chord Post <br />Ft'g Holdown, Use? ffNo <br />Framing Strap, Use?Framing HDU, Use? <br />Tributary Area (ROOF) <br />1 0 tributary width <br />3total <br />20 width <br />Tributary Area (2ND) <br />10.3 tributarywidth <br />500 total width <br />Tributary Area (NA) <br />U) <br />tributary width <br />Z <br />total width <br />� <br />Tributary Area (NA) <br />o <br />tributary width <br />Z <br />total width <br />Height of Shearwall = 8 0 ft <br />Length of Shearwall = r 3 8 ft <br />Aspect Ratio OK <br />Holdown Above: I ROOF FRONT <br />ASD C TOTAL = (floor above) + (this floor) = 5468 Ibs Wind controls -C1 (ASD eq, 5): <br />ASD T. TOTAL w/o 00 = (floor above) + (this floor) = 5195 Ibs Wind controls -T1 (ASD eq 7): <br />UNFACTORED OVERTURNING <br />LOADING <br />LOAD <br />IT) <br />[C] <br />WL <br />-9167lbs <br />9113lbs <br />EQ <br />-7380lbs <br />73801bs <br />DL <br />503Ibs <br />508lbs <br />LUSL <br />3651bs <br />365lbs <br />Chord Post/Holdown Info <br />6x I HF2 Size/Species/Grade <br />ASD I Ductile I Design Criteria/Anchor Failure <br />3.3 ft Calculated Effective Width <br />F—TT-1 Manually Enter Effective Width? (Yes/No) <br />F <br />LC REQUIRED <br />LSTHDB <br />NOT USED <br />NOT USED <br />Tributary Area (ROOF) <br />1.0 tributary area <br />2 0 total area <br />Tributary Area (2ND) <br />278 0 tributary area <br />1332.0 iota! area <br />Tributary Area (NA) <br />Z <br />tributary area <br />a <br />total area <br />o <br />Tributary Area (NA) <br />2 <br />tributary area <br />^ <br />total area <br />Weight of Shearwall = <br />10.0 Ibs <br />Tributary width for dead load = <br />5.5 ft <br />Length of adjoining wall = <br />0 0 ft <br />R = <br />6.5 <br />00 <br />25 <br />Seismic controls shearwall design <br />SHEARWALL TYPE: ! <br />isp) <br />Chord Post:[^ 2-2x8 <br />Ffg Holdown. Use? Yes HDU8 <br />Framing Strap, Use? No NOT USED <br />Framing HDU, Use? No NOT USED <br />