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SW_LINE A 1st Floor Passe d <br />Exterior Wall Drection X Location:(0.00, 0.00) <br />Loads <br />SECTION D3X_ROOF: W=506 LB, E=682 LB (14.75ft) <br />SECTION D2X_ROOF: W=474 LB, E=296 LB (14.75ft) <br />Wall Self-Weight Seismic = 500 LB <br /> Strap <br />She arwall De sign USE TYPE: SW1 <br />Total Length (ft): 48.00 Total panel Length (ft): 8.00 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 8.00 10.00 1.25 123 221 260 364 260 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 680 226 0 0 0 1272 1767 680 226 0 0 0 1272 1767 <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 8.00 10.00 1986 2555 HDU2/4X4 0.65/0.33 1986 2555 HDU2/4X4 0.65/0.33 1.414 2.400 <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 13 <br />901 E Myrtle St <br />Unit# 23/14/2025