1430 E Edinger Ave-REV 1 - Plan - Laserfiche WebLink

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SW_LINE 1 1st Floor Passe d Exterior Wall Drection Y Location:(7.41, -0.20) Loads SECTION D1Y_ROOF: W=3231 LB, E=1450 LB (26.5ft) Wall Self-Weight Seismic = 300 LB Strap She arwall De sign USE TYPE: SW1 Total Length (ft): 52.00 Total panel Length (ft): 18.96 ρ = 1.0 Pane l Width (ft)Ne t He ight (ft)H/W Actual (plf)Allowable (plf) Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic A 5.50 10.00 1.82 170 92 260 364 260 SW1 B 5.46 10.00 1.83 170 92 260 364 260 SW1 C 4.00 10.00 2.50 170 92 260 341 244 SW1 D 4.00 10.00 2.50 170 92 260 341 244 SW1 Ov e rturning Force s Pane l Le ft Force s (lb)Right Force s (lb) Dup Ddown L Lr S W E Dup Ddown L Lr S W E A 468 226 0 0 0 1859 1007 468 226 0 0 0 1799 975 B 464 226 0 0 0 1800 975 464 226 0 0 0 1800 975 C 340 226 0 0 0 1838 996 340 226 0 0 0 1838 996 D 340 226 0 0 0 1838 996 340 226 0 0 0 1838 996 Holdown & De fle ction Che ck Pane l Width (ft) Ne t He ight (ft) Le ft Ratio Right Ratio Pane l De fle ction (in) Uplift (LB) Down (LB)Holdown/Post Uplift (LB) Down (LB)Holddown/Post Actual Allowable A 5.50 10.00 1578 2085 HTT5/6X6 0.36/0.11 1519 2026 HTT5/4X6 0.35/0.17 1.206 2.400 B 5.46 10.00 1522 2026 STHD10@corner/4X6 0.52/0.17 1522 2026 STHD10@corner/4X6 0.52/0.17 1.555 2.400 C 4.00 10.00 1634 2064 STHD10@corner/4X6 0.56/0.17 1634 2064 STHD10@corner/4X6 0.56/0.17 1.932 2.400 D 4.00 10.00 1634 2064 STHD10@corner/4X6 0.56/0.17 1634 2064 STHD10@corner/4X6 0.56/0.17 1.932 2.400 vG23.06.30 : : : : Com pany CORE STRUCTURE, INC. Project Tom's Jr Job No.23033 Plan : : : : Designed Checked Date 12/11/2023 Client 0 TIC Structure Design 2023 38 1430 E Edinger Ave 3/27/2025