Laserfiche WebLink
SW_LINE D 1st Floor Passe d <br />Exterior Wall Drection X Location:(0.00, 0.00) <br />Loads <br />SECTION D1X_ROOF & D2X_ROOF: W=1071 LB, E=519 LB (16.75ft & 9.5ft) <br />Wall Self-Weight Seismic = 77 LB <br /> Strap <br />She arwall De sign USE TYPE: SW1 <br />Total Length (ft): 10.00 Total panel Length (ft): 4.75 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 2.38 7.00 2.94 226 158 260 321 229 SW1 (2) <br />B 2.37 7.00 2.95 226 158 260 321 229 SW1 (2) <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 202 226 0 0 0 2570 1388 202 226 0 0 0 2570 1388 <br />B 201 226 0 0 0 2571 1389 201 226 0 0 0 2571 1389 <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 2.38 10.00 2449 2796 HDU2/4X4 0.80/0.37 2449 2796 HDU2/4X4 0.80/0.37 1.908 2.400 <br />B 2.37 10.00 2451 2798 HDU2/4X4 0.80/0.37 2451 2798 HDU2/4X4 0.80/0.37 1.915 2.400 <br />(2) Tension on strap = 1841 < 3300x2 = 6000 Use (2)ST6236 Each Post. See detail on plan for more information. <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Company <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 08/26/2024 <br />Client N/A <br />TIC Structure Design 2023 <br />Page 15 <br />901 E Myrtle St <br />Unit# 23/14/2025