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' JASKCON AVE DUPLEX October 9 2023 SDA Job # 9902 9 <br />_,. <br />ROOF LEFT At -WSW I SEGMENTED WALL <br />Floor Info <br />ROOF Floor Level, e g Roof, 4TH, 3RD, 2ND <br />Ft-Rr Load Direction, e g Left -Right, Frcnt-Rear <br />HF2 I Stud Wall SpeciestGrade <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 Se meet Len ths: Ad Total Len th <br />29Oft 140ft <br />TV (ROOF) = <br />4756 lb <br />TV (}= <br />0lb <br />TVO= <br />0lb <br />EV(}= <br />olb <br />E (Wind) = <br />4,756 lb <br />ULT. v = <br />55 PLF <br />IV (ROOF) = <br />6519 lb <br />IV { } = <br />0 lb <br />fV{)= <br />0lb <br />TVO= <br />0lb <br />i (Smc) = <br />6,519 lb <br />ULT. Vx p = <br />76 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 I (2.8 x 0.7) = 346 PLF <br />Tributary Area (ROOF) <br />10 tributary 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 />O <br />Tributary Area {NA) <br />o <br />tributary width <br />Z <br />total width <br />Height of Shearwall = s 0 ft <br />Length of Shearwall = 14 0 ft <br />Aspect Ratio OK <br />Holdown Above: I NO HOLDOWN ABOVE <br />ASD C TOTAL = (floor above) + (this floor) = 727 Ibs Seismic controls -C3 {ASD eq By <br />ASD T TOTAL w/o 00 = (floor above) + (this floor) = -181 Ibs Wind controls -T1 ;ASD eq 7). <br />UNFACTORED OVERTURNING <br />LOADING <br />LOAD <br />[T] <br />(C] <br />WL <br />-1649lbs <br />458lbs <br />EQ <br />-628lbs <br />628lbs <br />DL <br />1951lbs <br />1951lbs <br />LUSL <br />2319 Ibs <br />2319 Ibs <br />Chord Post/Holdown Info <br />6x HStzetSpecies/Grade <br />ASDJ <br />Ductile Design Criteria/Anchor Failure <br />13 8 F2Calculated Effective Width <br />No Manually Enter Effective Width? (Yes/No) <br />Floor Info <br />ROOF I Floor Level, e g Roof, 4TH, 3RD, 2ND <br />Ft-Rr Load Direction, e g Left -Right, Front -Rear <br />HF2 Stud Wall SpectestGrade <br />Structural Panels - Sheathing Sheathing type (174.3A of SDPWS-2021) <br />100 Redundacy (p) for Seismic Force -Resisting System (ASCE7-16 §12 3 4) <br />ROOF Resisting Dead Load <br />Shearwall Segment Lengths Adl Total Length = 25 8 ft <br />200ft 1 5.8ft <br />IV (ROOF) = <br />4756 lb <br />FVO= <br />0lb <br />IV (}= <br />0lb <br />TV( )= <br />0lb <br />Z (Wind) = <br />4.756 Ib <br />ULT. v = <br />92 PLF <br />IV (ROOF) = <br />6519 lb <br />ZV()= <br />0lb <br />TV ()= <br />0lb <br />ry = <br />0lb <br />F (Smc) = <br />6,519lb <br />ULT. Vx p = <br />127 PLF <br />ASD SHEAR WALL DESIGN PER: SDPWS-2021 <br />ULT. WIND CAPACITY: t x 0.93 x 730 PLF / (2 x 0.6) = 566 PLF <br />ULT. SEISMIC CAPACITY: 1 x 0.93 x 730 PLF ! (2.8 x 0.7) = 346 PLF <br />WALL <br />Tributary Area (ROOF) <br />1.0 Itobutaryarea <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 />total area <br />o <br />Tributary Area (NA) <br />u <br />tributary area <br />^ <br />total area <br />Weight of Shearwall = <br />10 0 Ibs <br />Tributary width for dead load = <br />13.3 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: 1 <br />WSP <br />Chord Post <br />Ft'g Holdown, Use? Yes <br />Framing Strap, Use? No <br />Framing HDU, Use? No <br />Tributary Area (ROOF) <br />1.0 tributary width <br />20 total width <br />Tributary Area (2ND) <br />tributary width <br />total width <br />Tributary Area (NA) <br />LD <br />tributary width <br />Z <br />0 <br />total width <br />x <br />O <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 = 5 8 ft <br />Aspect Ratio OK <br />Holdown Above: 1 NO HOLDOWN ABOVE <br />ASD C TOTAL = (floor above) + (this floor) = 859 lbs Seismic, controls -C3 iASD eq 8) <br />ASD T TOTAL w/o 00 = (floor above) + (this floor) = 378 Ibs Seismic controls -T2 (ASD eq 10): <br />UNFACTOPED OVERTURNING <br />LOADING <br />LOAD <br />[T] <br />[C] <br />WL <br />-1262lbs <br />772lbs <br />EQ <br />-1059lbs <br />1059lbs <br />DL <br />801lbs <br />801lbs <br />LUSL <br />9521bs <br />952lbs <br />Chord_Post(Holdown Info <br />6x^ HF2 SizerSpecies%Grade <br />ASO�I Ductile IDesign Criteria./Anchor Failure <br />5 5 It lCalculated Effective Width <br />No Manually Enter Effective Width? (Yes/No) <br />Fr-- 2-2x6 <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 />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 />total area <br />Weight of Shearwall = <br />10 0 Ibs <br />Tributary width for dead load = <br />13 3 ft <br />Length of adjoining wall = <br />R= <br />65 <br />Oc= <br />25 <br />Seismic controls shearwall design <br />SHEARWALL TYPE: WASP <br />WSP <br />Chord Post <br />Ft'g Holdown, Use? Yes <br />Framing Strap, Use? No <br />Framing HDU, Use? No <br />2-2x6 <br />-OK- <br />NOT USED <br />NOT USED —� <br />