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SW_LINE C 1st Floor Passe d <br />Exterior Wall Drection X Location:(30.49, 5.96) <br />Loads <br />SECTION D1X_ROOF: W=787 LB, E=313 LB (19ft) <br />SECTION D2X_ROOF: W=404 LB, E=383 LB (9.75ft) <br />Wall Self-Weight Seismic = 181 LB <br /> Strap <br />She arwall De sign USE TYPE: SW2 <br />Total Length (ft): 22.00 Total panel Length (ft): 4.68 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 2.43 7.40 3.05 255 232 380 462 330 SW2 (2) <br />B 2.25 7.40 3.29 255 232 380 446 319 SW2 (2) <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 207 226 0 0 0 2893 2029 207 226 0 0 0 2893 2029 <br />B 191 226 0 0 0 2925 2051 191 226 0 0 0 2925 2051 <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 2.43 10.00 2769 3119 HDU2/4X4 0.90/0.41 2769 3119 HDU2/4X4 0.90/0.41 2.003 2.400 <br />B 2.25 10.00 2810 3151 HDU2/4X4 0.91/0.41 2810 3151 HDU2/4X4 0.91/0.41 2.141 2.400 <br />(2) Tension on strap = 2215 < 3300x2 = 6000 Use (2)ST6236 Each Post. See detail on plan for more information. <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 />14 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024