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SW_LINE 1 1st Floor Passe d <br />Exterior Wall Drection Y Location:(16.18, -27.33) <br />Loads <br />SECTION D1Y_ROOF: W=1298 LB, E=1517 LB (29ft) <br />Wall Self-Weight Seismic = 310 LB <br /> Strap <br />She arwall De sign USE TYPE: SW2 <br />Total Length (ft): 27.00 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 1.25 162 285 380 532 380 SW2 <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 680 226 0 0 0 1683 2277 680 226 0 0 0 1683 2277 <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 2651 3219 HDU2/4X4 0.86/0.42 2651 3219 HDU2/4X4 0.86/0.42 1.453 2.400 <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project 1402 W 10th <br />Job No.231014 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed D.B. <br />Checked P.P. <br />Date 12/28/2023 <br />Client N/A <br />TIC Structure Design 2023 1402 W 10th St & Unit #2 - <br />101117923-245/8/2024