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SW_LINE A 1st Floor Passe d <br />Exterior Wall Drection X Location:(1.00, 1.50) <br />Loads <br />SECTION D1X_ROOF: W=1625 LB, E=1819 LB (37ft) <br />Wall Self-Weight Seismic = 233 LB <br /> Strap <br />She arwall De sign USE TYPE: SW2 <br />Total Length (ft): 24.00 Total panel Length (ft): 9.58 ρ = 1.3 <br />Pane l Width (ft)Ne t <br />He ight (ft)H/W Actual (plf)Allowable <br />(plf) <br />Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic <br />A&B SW2 (1) <br />Ov e rturning Force s <br />Pane l Le ft Force s (lb)Right Force s (lb) <br />Dup Ddown L Lr S W E Dup Ddown L Lr S W E <br />A 1069 226 0 0 0 1137 1399 0 0 0 0 0 0 0 <br />B 0 0 0 0 0 0 0 1069 226 0 0 0 1137 1399 <br />Holdown & De fle ction Che ck <br />Pane l Width (ft) <br />Ne t <br />He ight <br />(ft) <br />Le ft <br />Ratio <br />Right <br />Ratio <br />Pane l <br />De fle ction (in) <br />Uplift <br />(LB) <br />Down <br />(LB)Holdown/Post Uplift <br />(LB) <br />Down <br />(LB)Holddown/Post Actual Allowable <br />A 4.80 10.00 1337 2078 HDU2/4X4 0.43/0.27 0 0 NO_UPLIFT 0.00/0.00 1.147 2.400 <br />B 4.78 10.00 0 0 NO_UPLIFT 0.00/0.00 1337 2078 HDU2/4X4 0.43/0.27 1.147 2.400 <br />(1) See shear wall with opening report <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project 231223 - 317 N Maxine St SA ADU <br />Job No.231223 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed T.D. <br />Checked P.P. <br />Date 12/28/2023 <br />Client N/A <br />TIC Structure Design 2023 <br />Page 10 of 24