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JASKCON AVE DUPLEX February 15, 2024 SDA Job # 9902 ` <br />ROOF FRONTI A15 -WSW SEGMENTED WALL <br />Floor Info <br />ROOF Floor Level, a Q. Roof, 4TH, 3RD, 2ND <br />Lt-Rt Load Direction, e.g. Left -Right, Front -Rear <br />HF2_J Stud Wall Specie.VGrade <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 />ROOF Resisting Dead Load <br />Shearwall Segment Len ths. Ad. Total Len th = 12 5 ft <br />43ft 83ft <br />IV (ROOF) = <br />7140 lb <br />FV()= <br />Olb <br />FV()= <br />Olb <br />EV()- <br />0lb <br />E (Wind) = <br />7.140 Ib <br />ULT. v = <br />286 PLF <br />IV (ROOF) = <br />6519 Ib <br />TV (}= <br />0lb <br />IV ()= <br />0lb <br />EV()= <br />0lb <br />E (Smc) = <br />6,519 lb <br />ULT. V x p = <br />261 PLF <br />ASD SHEAR WALL DESIGN PER: SDPWS-2021 <br />ULT. WIND CAPACITY: 1 x 0.93 x 730 PLF / (2 x 0.6) = 565 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 />1.0 Itributary width <br />2 0 total width <br />Tributary Area (2ND) <br />tributary width <br />total width <br />Tributary Area (NA) <br />tributary width <br />z <br />0 <br />total width <br />Tributary Area (NA) <br />o <br />tributary width <br />Z <br />total width <br />3: <br />Height of Shearwall = 8.0 ft <br />Length of Shearwall = 4.3 ft <br />Aspect Ratio OK <br />Holdown Above -:-[—NO HOLDOWN ABOVE <br />ASD C TOTAL = (floor above) + (this floor) = 1586 lbs Seismic controls -C3 (ASD eq 8): <br />ASD T. TOTAL w/o 00 = (floor above) + (this floor) = 1446 Ibs Seismic controls -T2 (ASD eq 10): <br />UNFACTORED OVERTURNING <br />LOADING <br />LOAD <br />[T] <br />[C] <br />WL <br />-24821bs <br />24281bs <br />EQ <br />-2216lbs <br />2216lbs <br />DL <br />234lbs <br />234lbs <br />LL/SL <br />1061bs <br />106lbs <br />Chord Post/Holdown Info <br />6x HF2 Size/Species/Grade <br />ASD I Ductile Design Criteria/Anchor Failure <br />4.0 ft J Calculated Effective Width <br />N7,1 Manually Enter Effective Width? (Yes/No) <br />A15- <br />Floor Info <br />ROOF Floor Level, e.g Roof, 4TH, 3RD, 2ND <br />Lt-Rt d Load Direction, e.g. Leff -Right, Front -Rear <br />HF2 1 Stud Wail Species/Grade <br />Structural Panels - Sheathing 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 Segment Lengths Ad Total Length = 14 0 ft <br />4Aft I 60ft 1 40ft <br />IV (ROOF) = <br />7140 lb <br />TV O = <br />0 lb <br />fVO= <br />0lb <br />EV(}= <br />0lb <br />E (Wind) = <br />7,140 lb <br />ULT. v = <br />255 PLF <br />IV (ROOF) = <br />6519 lb <br />IV ()= <br />0lb <br />IV ()= <br />Olb <br />EV(>= <br />Olb <br />7 (Smc) = <br />6,519 lb <br />ULT. Vx p = <br />233 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 />WALL <br />Tributary Area (ROOF) <br />10 tributary area <br />20 total area <br />Tributary Area (2ND) <br />tributary area <br />total area <br />Tributary Area (NA) <br />(D <br />tributary area <br />a <br />total area <br />Tributary Area (NA) <br />u <br />� <br />tributary area <br />^ <br />total area <br />H <br />Weight of Shearwall = <br />10.0 Ibs <br />Tributary width for dead load = <br />2011 <br />Length of adjoining wall = <br />0 0 ft <br />R= <br />6.5 <br />t:)o = <br />2.5 <br />Seismic controls shearwall design <br />SHEARWALL TYPE: i <br />WSP <br />Chord Post: 2-24 <br />Ft'g Holdown, Use? No NOT USED <br />Framing Strap, Use, Yes CSHP78� <br />Framing HDU, Uses No NOT USEO <br />`MSTa883Z <br />Tributary Area (ROOF) <br />1.0 Itributary width <br />2.0 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 />O <br />Tributary Area (NA) <br />o <br />tributary width <br />z <br />total width <br />x' <br />Height of Shearwall = 8 6 Tt <br />Length of Shearwall = 4.0 ft <br />Aspect Ratio OK <br />Holdown Above: NO HOLDOWN ABOVE <br />ASD C TOTAL = (floor above) + (this floor) = 1423 Ibs Seismic controls -C3 (ASD eq 8): <br />ASD T. TOTAL w/o DO = (floor above) + (this floor) = 1291 Ibs Seismic controls -T2 (ASD eq 10): <br />UNFACTORED OVERTURNING <br />LOADING <br />LOAD <br />[T) <br />[C) <br />WL <br />-2227lbs <br />21761bs <br />EQ <br />-1987lips <br />1987Ibs <br />DL <br />220lbs <br />2201bs <br />LL/SL <br />1001bs <br />100lbs <br />Chord Post/Holdown Info <br />6x HF27 Size/SpecieslGrade <br />ASD Ductile I Design Criteria/Anchor Failure <br />3.8 ft Calculated Effective Width <br />No Manually Enter Effective Width? (Yes/No) <br />Tributary Area (ROOF) <br />1e0 tributary area <br />2.0 total area <br />Tributary Area (2ND) <br />tributary area <br />total area <br />Tributary Area (NA) <br />z <br />tributary area <br />a <br />fatal area <br />Tributary Area (NA) <br />5 <br />tributary area <br />w <br />total area <br />L <br />Weight of Shearwall = <br />10.0 Ibs <br />Tributary width for dead load = <br />2.0 ft <br />Length of adjoining wall = <br />0.0 ft <br />R= <br />65 <br />Do = <br />25 <br />Seismic controls shearwall design <br />SHEARWALL TYPE: 1 <br />WSP <br />Chord Post [� 2-2x6 <br />Ft'g Holdown, Use, No NOT USED <br />Framing Strap, Use? Yes�CSHP18 <br />Framing HDU, Use, No NOT USED <br />