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SW_LINE 2 1st Floor Passe d <br />Interior Wall Drection Y Location:(81.22, 1.30) <br />Loads <br />SECTION D1Y_ROOF: W=6035 LB, E=2709 LB (49.5ft) <br />Wall Self-Weight Seismic = 165 LB <br /> Strap Drag Force (LB) <br />She arwall De sign USE TYPE: SW1 <br />Total Length (ft): 55.00 Total panel Length (ft): 24.00 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 24.00 10.00 0.42 251 120 260 364 260 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 1200 133 0 0 0 2545 1212 1200 133 0 0 0 2545 1212 <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 24.00 10.00 1825 2678 HTT5/4X6 0.42/0.22 1825 2678 HTT5/4X6 0.42/0.22 1.216 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 />39 <br />1430 E Edinger Ave <br />3/27/2025