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SECTION D3 – DIRECTION X Bui l di ng Di m ensi on (ft):B = 41 L = 51.5 M ean Hei ght = 15 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 15 Depth = 29.5 Wi nd Hei ght = 11.5 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10.8' WIND LOAD: L/B =51.5/41=1.26, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.45, qh = 16.79 PSF Wal l (LW) P = GCplqh = 6.41 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 Wal l P = GCpwqz+GCplqh 17.76 18.42 18.96 19.49 20.29 20.96 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Gabl e W=15', L=29.5' WW Gabl e W=15', L=29.5' LW 5.88 6.6 10.11 2.37 6.6 5.88 2.37 10.11 D3X_ROOF = 63.42 = 0.6 x 105.69 PLF M AX T OT AL = 63.42 PLF SEISMIC LOAD:V = 0.1106W W_ROOF: Load_Roof (DL)= 20 x 500 / 15 = 666.67 Wal l _Ex (DL)= 17 x 15 x (10.8/2) / 15 = 91.80 Wal l _In (DL)= 10 x 25 x (10.8/2) / 15 = 90.00 Cs*W = 0.1106 x (666.67 + 91.80 + 90.00)= 93.84 T OT AL SEISM IC LOAD 93.84 = 93.84 PLF Story Wx (PLF)Hx (ft) Wxxhx /su m (Wixh i) Fx (PLF) Sum (Fi)Sum (Wi)Fpx(PL F) Fpx M i n Fpx M ax Fpx Desi g n D3X_ROOF 848.47 10.8 1 93.84 93.84 848.47 93.84 124.51 249.01 124.51 DIAPHRAGM DESIGN: Story Wi dth (ft) Depth (ft) Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b) D3X_ROOF 1 5 2 9 .5 3 1 .7 118.7 16.1 60.5 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 ) (10 ) 16d si nker per top pl ate spl i c e SECTION D3 – DIRECTION Y Bui l di ng Di m ensi on (ft):B = 51.5 L = 41 M ean Hei ght = 15 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 29.5 Depth = 15 Wi nd Hei ght = 15 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10.8' WIND LOAD: L/B =41/51.5=0.8, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.79 PSF Wal l (LW) P = GCplqh = 7.14 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 Wal l P = GCpwqz+GCplqh 18.49 19.15 19.69 20.22 21.02 21.69 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=29.5', L=15', Sl ope = 18.43° WW Hi p W=29.5', L=15', Sl ope = 18.43° LW -1.9 46.78 23.48 21.4 46.78 -1.9 21.4 23.48 D3Y_ROOF = 85.23 = 0.6 x 142.04 PLF M AX T OT AL = 85.23 PLF SEISMIC LOAD:V = 0.1106W W_ROOF: Load_Roof (DL)= 20 x 500 / 29.5 = 338.98 Wal l _Ex (DL)= 17 x 57 x (10.8/2) / 29.5 = 177.38 Wal l _In (DL)= 10 x 14 x (10.8/2) / 29.5 = 25.63 Cs*W = 0.1106 x (338.98 + 177.38 + 25.63)= 59.94 T OT AL SEISM IC LOAD = 59.94 = 59.94 PLF Story Wx (PLF)Hx (ft) Wxxhx /su m (Wixh i) Fx (PLF) Sum (Fi)Sum (Wi)Fpx(PL F) Fpx M i n Fpx M ax Fpx Desi g n D3Y_ROOF 541.99 10.8 1 59.94 59.94 541.99 59.94 79.53 159.07 79.53 DIAPHRAGM DESIGN: Story Wi dth (ft) Depth (ft) Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b) D3Y_ROOF 29.5 15 7 8 .2 576.8 83.8 618.1 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 ) (10 ) 16d si nker per top pl ate spl i c e vG23.06.30 : : : : Com pany Project (N) DETACHED ADU, UNIT 2 Job No.231014 Plan : : : : Designed T.M. Checked P.P. Date 2023-12-26 Client N/A TIC Structure Design 2023 9 901 E Myrtle St Unit# 2 - 1011181606/27/2024