Laserfiche WebLink
SW_LINE A 1st Floor Passe d <br />Exterior Wall Drection X Location:(7.41, -0.20) <br />Loads <br />SECTION D1X_ROOF: W=1588 LB, E=685 LB (13ft) <br />Wall Self-Weight Seismic = 237 LB <br /> Strap <br />She arwall De sign USE TYPE: SW1 <br />Total Length (ft): 43.00 Total panel Length (ft): 9.04 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 3.67 10.00 2.72 176 102 260 331 236 SW1 <br />B 5.37 10.00 1.86 176 102 260 364 260 SW1 <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 312 226 0 0 0 2007 1166 312 226 0 0 0 1908 1108 <br />B 456 226 0 0 0 1857 1079 456 226 0 0 0 1857 1079 <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 3.67 10.00 1820 2233 HTT5/6X6 0.42/0.12 1721 2134 HTT5/4X6 0.40/0.18 1.567 2.400 <br />B 5.37 10.00 1584 2084 HTT5/4X6 0.36/0.17 1584 2084 HTT5/4X6 0.36/0.17 1.260 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 />34 <br />1430 E Edinger Ave <br />3/27/2025