901 E Myrtle St Unit# 2 - Plan - Laserfiche WebLink

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SECTION D2 – 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 = 24.5 Depth = 22.25 Wi nd Hei ght = 15 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- Hi p W=24.5', L=22.25', Sl ope = 18.43° WW Hi p W=24.5', L=22.25', Sl ope = 18.43° LW -1.9 46.78 23.48 21.4 46.78 -1.9 21.4 23.48 D2X_ROOF = 82.86 = 0.6 x 138.09 PLF M AX T OT AL = 82.86 PLF SEISMIC LOAD:V = 0.1106W W_ROOF: Load_Roof (DL)= 20 x 641 / 24.5 = 523.27 Wal l _Ex (DL)= 17 x 35 x (10.8/2) / 24.5 = 131.14 Wal l _In (DL)= 10 x 25 x (10.8/2) / 24.5 = 55.10 Cs*W = 0.1106 x (523.27 + 131.14 + 55.10)= 78.47 T OT AL SEISM IC LOAD 78.47 = 78.47 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 D2X_ROOF 709.51 10.8 1 78.47 78.47 709.51 78.47 104.12 208.23 104.12 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) D2X_ROOF 24.5 22.2 5 5 7 .3 351.1 45.6 279.4 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 D2 – 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 = 22.25 Depth = 24.5 Wi nd Hei ght = 11.5 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- Gabl e W=22.25', L=24.5' WW Gabl e W=22.25', L=24.5' LW 5.88 7.11 10.11 2.88 7.11 5.88 2.88 10.11 D2Y_ROOF = 66.09 = 0.6 x 110.15 PLF M AX T OT AL = 66.09 PLF SEISMIC LOAD:V = 0.1106W W_ROOF: Load_Roof (DL)= 20 x 641 / 22.25 = 576.18 Wal l _Ex (DL)= 17 x 34 x (10.8/2) / 22.25 = 140.28 Cs*W = 0.1106 x (576.18 + 140.28)= 79.24 T OT AL SEISM IC LOAD = 79.24 = 79.24 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 D2Y_ROOF 716.46 10.8 1 79.24 79.24 716.46 79.24 105.14 210.27 105.14 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) D2Y_ROOF 22.25 2 4 .5 4 7 .7 265.6 30 166.9 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 8 901 E Myrtle St Unit# 2 - 1011181606/27/2024