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SW_LINE D 1st Floor Passe d <br />Exterior Wall Drection X Location:(7.41, 50.97) <br />Loads <br />SECTION D1X_ROOF: W=3115 LB, E=1344 LB (25.5ft) <br />Wall Self-Weight Seismic = 224 LB <br /> Strap Drag Force (LB) <br />She arwall De sign USE TYPE: SW1 <br />Total Length (ft): 36.00 Total panel Length (ft): 12.00 ρ = 1.0 <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 10.00 0.83 260 131 260 364 260 SW1 <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 1020 226 0 0 0 2660 1339 1020 226 0 0 0 2660 1339 <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 10.00 2048 2886 HTT5/4X6 0.47/0.24 2048 2886 HTT5/4X6 0.47/0.24 1.413 2.400 <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany CORE STRUCTURE, INC. <br />Project Tom's Jr <br />Job No.23033 <br />Plan <br />: <br />: <br />: <br />: <br />Designed <br />Checked <br />Date 12/11/2023 <br />Client 0 <br />TIC Structure Design 2023 <br />37 <br />1430 E Edinger Ave <br />3/27/2025