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SW_LINE 2 1st Floor Passe d <br />Exterior Wall Drection Y Location:(17.49, 0.45) <br />Loads <br />SECTION D1Y_ROOF: W=770 LB, E=895 LB (17.25ft) <br />SECTION D2Y_ROOF: W=1615 LB, E=867 LB (26.25ft) <br />Wall Self-Weight Seismic = 252 LB <br /> Strap <br />She arwall De sign USE TYPE: SW2 <br />Total Length (ft): 30.00 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 1.25 298 318 380 532 380 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 3094 2538 680 226 0 0 0 3094 2538 <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 2993 3560 HDU2/4X4 0.97/0.46 2993 3560 HDU2/4X4 0.97/0.46 1.627 2.400 <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project 2331 N BENTON WAY UNIT 2 <br />Job No.231226 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 12/27/2023 <br />Client N/A <br />TIC Structure Design 2023 <br />14/24 <br />2331 N Benton Way Unit# 2 - <br />1011185346/4/2024