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SW_LINE 3 1st Floor Passe d <br />Exterior Wall Drection Y Location:(0.00, 0.00) <br />Loads <br />SECTION D1Y_ROOF: W=245 LB, E=284 LB (10ft) <br />SECTION D2Y_ROOF: W=358 LB, E=215 LB (9.75ft) <br />SECTION D4Y_ROOF: W=357 LB, E=127 LB (8.75ft) <br />Wall Self-Weight Seismic = 496 LB <br /> Strap <br />She arwall De sign USE TYPE: SW1 <br />Total Length (ft): 41.00 Total panel Length (ft): 12.00 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 12.00 13.00 1.08 80 109 260 364 260 SW1 <br />Ov e rturning Force s <br />Pane l <br />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 1326 294 0 0 0 1065 1119 1326 294 0 0 0 1065 1119 <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 12.00 13.00 849 1791 HDU2/4X4 0.28/0.23 849 1791 HDU2/4X4 0.28/0.23 0.804 3.120 <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Company <br />Project (N) DETACHED ADU, UNIT 2 <br />Job No.231014 <br />Plan <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 08/26/2024 <br />Client N/A <br />TIC Structure Design 2023 <br />Page 23 <br />901 E Myrtle St <br />Unit# 23/14/2025