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SW_LINE B 1st Floor Passe d <br />Exterior Wall Drection X Location:(1.14, -1.12) <br />Loads <br />SECTION D3X_ROOF: W=476 LB, E=704 LB (15ft) <br />SECTION D2X_ROOF: W=1025 LB, E=971 LB (24.75ft) <br />Wall Self-Weight Seismic = 433 LB <br /> Strap <br />She arwall De sign USE TYPE: SW2 <br />Total Length (ft): 51.00 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 1.25 188 326 380 532 380 SW2 <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 1947 2605 680 226 0 0 0 1947 2605 <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 3076 3645 HDU4/4X4 0.67/0.48 3076 3645 HDU4/4X4 0.67/0.48 1.593 2.400 <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <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 2023-12-26 <br />Client N/A <br />TIC Structure Design 2023 <br />13 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024