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} JASKCON AVE DUPLEX October 9, 2023 SDA Job # 9902 1 10 <br />Floor Info <br />ROOF I Floor Level, a g. Roof, 4TH, 3RD, 2ND <br />Ft-Rr Load Direction, e g Left -Right, Front -Rear <br />HF2 I Stud Wall Species/Grade <br />Structural Panels -Sheathings Sheathing type (T4 3A of SDPWS-2021) <br />1.00 Redundacy (p) for Seismic Force -Resisting System (ASCE7-16 §12 3 4) <br />ROOF Resisting Dead Load <br />Shearwall Se ment Lengths Ad , Total Length = 12 5 ft <br />125ft <br />IV (ROOF) = <br />4756 lb <br />EV()= <br />Olb <br />ZV0= <br />Olb <br />EV()= <br />Olb <br />E (Wind) = <br />4,756 lb <br />ULT. V = <br />51 PLF <br />EV (ROOF) = <br />6519 ib <br />YV()= <br />0lb <br />EV()= <br />0lb <br />EV()= <br />Olb <br />E (Smc) = <br />6,519 Ib <br />ULT. V x p = <br />34 PLF <br />ASD SHEAR WALL DESIGN PER: SDPWS-2021 <br />ULT. WIND CAPACITY: 1 x 0.93 x 730 PLF / (2 x 0.6) = 566 PLF <br />ULT. SEISMIC CAPACITY: 1 x 0.93 x 730 PLF 1(2.8 x 0.7) - 346 PLF <br />Tributary Area (ROOF) <br />4.0 Itributary width <br />30.0 fowl width <br />Tributary Area (2ND) <br />tributary width <br />total width <br />Tributary Area (NA) <br />tributary width <br />0 <br />total width <br />a <br />0 <br />Tributary Area (NA) <br />o <br />tributary width <br />Z <br />total width <br />Height of Shearwall = F 17.0 ft <br />Length of Shearwall = 12.5 ft <br />Aspect Ratio OK <br />Hoidown Above: t NO HOLDOWN ABOVE <br />ASD C. TOTAL = (floor above) + (this Floor) = 616 Ibs Seismic controls -C3 (ASD eq 8): <br />ASD T. TOTAL w/o 00 = (floor above) + (this floor) = -103 Ibs Wind controls -Tt (ASO eq 7): <br />UNFACTORED OVERTURNING <br />LOADING <br />LOAD <br />[T] <br />[C] <br />WL <br />-1078lbs <br />917lbs <br />EQ <br />-617lbs <br />617lbs <br />DL <br />1250lbs <br />12501bs <br />LL/SL <br />313lbs <br />313lbs <br />Chord Post/Holdown Info <br />6x I HF2 Size/Species/Grade <br />ASD Ductile Design Criteria/Anchor Failure <br />NA Calculated Effective Width <br />Yes Manually Enter Effective Width? fYes/Nol <br />11 B ft <-Input Effective Width <br />ASS - <br />Floor Info <br />2ND Floor Level, a g. Roof, 4TH, 3RD. 2ND <br />Lt-Rt Load Direction, is g. Left -Right, Front -Rear <br />HF2 I Stud Wall Species/Grade <br />Structural Panels - Sheathing Sheathing type (T4.3A of SDPWS-2021) <br />100 Redundacy (p) for Seismic Force -Resisting System (ASCE7-16 §12.3A) <br />2ND/FL Resisting Dead Load <br />Shearwall Segment Lengths, Adj Total Len th = 7 4 ft <br />38ft 1 38ft <br />EV (ROOF) = <br />7140 lb <br />EV (2ND FLOOR)= <br />8115lb <br />EV()= <br />Olb <br />EV()= <br />0lb <br />E (Wind) = <br />15,255lb <br />ULT. v = <br />710 PLF <br />EV (ROOF) = <br />6519 lb <br />IV (21ND FLOOR) = <br />3669 lb <br />EV () = <br />Olb <br />EV()= <br />Olb <br />E (Smc) = <br />10.188 lb <br />ULT. V x p = <br />546 PLF <br />ASD SHEAR WALL DESIGN PER: SDPVVS 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 1(2.8 x 0.7) = 563 PLF <br />Tributary Area (ROOF) <br />970 tributary area <br />1482 0 total area <br />Tributary Area (2ND) <br />tributary area <br />total area <br />Tributary Area (NA) <br />z <br />tributary area <br />c <br />total area <br />9 <br />Tributary Area (NA) <br />tributary area <br />F'Itcital <br />`n <br />w <br />area <br />Weight of Shearwall = <br />10 0 Ibs <br />Tributary width for dead load = <br />2.0 ft <br />Length of adjoining wall = <br />00ft <br />R= <br />6.5 <br />CIO = <br />25 <br />Seismic controls shearwall design <br />SHEARWALL TYPE <br />WSP <br />Chord Post <br />_ CALC REQUIRED <br />FPg Hoidown, Use? <br />Yes <br />OK - <br />Framing Strap, Use?' <br />No <br />NOT USED <br />Framing HDU, Use? <br />No <br />NOT USED <br />Tributary Area (ROOF) <br />10 itributary width <br />2.0 total width <br />Tributary Area (2ND) <br />10.3 tributary width <br />50.0 total width <br />Tributary Area (NA) <br />tributary width <br />z <br />0 <br />total width <br />0 <br />Tributary Area (NA) <br />o <br />tributary width <br />Z <br />total width <br />Height of Shearwall = Fe-0—ft-1 <br />Length of Shearwall = r 3 8 ft <br />Aspect Ratio OK <br />Hoidown Above: ROOF FRONT <br />ASD C TOTAL = (floor above) + (this floor) = 5468 Ibs Wind controls -C1 (ASD eq, 5): <br />ASD T TOTAL w/o DO = (floor above) + (this floor) = 5195 Ibs Wind controls -T1 (ASD eq 7): <br />UNI ACTORED OVERTURNING <br />LOADING <br />LOAD <br />[T) <br />(C] <br />WL <br />-9167lbs <br />9113lbs <br />EQ <br />-7380 lbs <br />7380 Ibs <br />DL <br />508lbs <br />508lbs <br />LL/SL <br />365 Ibs <br />3651bs <br />Chord Post/Holdown Info <br />6x I HF2 Size/SpecieslGrade <br />ASD Ductile Design Criteria/Anchor Failure <br />3 3 ft Calculated Effective Width <br />No _ Manually Enter Effective Width? (Yes/No) <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 total area <br />Tributary Area (NA) <br />z <br />tributary area <br />0 <br />total area <br />Tributary Area (NA) <br />i <br />tributary area <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 />2.5 <br />Seismic controls shearwall design <br />SHEARWALL TYPE: 3 <br />WSP <br />Chord Post: <br />2-2x6 <br />FVg Hoidown, Use? <br />Yes <br />(^ <br />+� ON <br />Framing Strap, Use? <br />No <br />NOT USED _ <br />Framing HDU, Use? <br />No <br />NOT USED <br />