1402 W 10th St & Unit #2 - 101117923-24 - Plan

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SECTION D1 – DIRECTION X Bui l di ng Di m ensi on (ft):B = 30.5 L = 29 M ean Hei ght = 12.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 30.5 Depth = 29 Wi nd Hei ght = 15.5 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =29/30.5=0.95, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.3 PSF Wal l (LW) P = GCplqh = 6.93 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 18.28 18.95 19.48 20.01 20.82 21.48 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=32.5', L=31.25', Sl ope = 18.43° WW Hi p W=32.5', L=31.25', Sl ope = 18.43° LW -2.58 63.37 31.81 28.98 63.37 -2.58 28.98 31.81 D1X_ROOF = 89.51 = 0.6 x 149.18 PLF M AX T OT AL = 89.51 PLF SEISMIC LOAD:V = 0.1124W W_ROOF: Load_Roof (DL)= 20 x 983 / 30.5 = 644.59 Wal l _Ex (DL)= 17 x 54.6 x (10/2) / 30.5 = 152.16 Wal l _In (DL)= 10 x 30 x (10/2) / 30.5 = 49.18 Cs*W = 0.1124 x (644.59 + 152.16 + 49.18)= 95.08 T OT AL SEISM IC LOAD 95.08 = 95.08 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 D1X_ROOF 845.93 10 1 95.08 95.08 845.93 95.08 126.16 252.33 126.16 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) D1X_ROOF 27.5 29 5 9 .8 411.2 42.4 291.8 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 D1 – DIRECTION Y Bui l di ng Di m ensi on (ft):B = 29 L = 30.5 M ean Hei ght = 12.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 29 Depth = 30.5 Wi nd Hei ght = 15.5 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =30.5/29=1.05, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.49, qh = 16.3 PSF Wal l (LW) P = GCplqh = 6.78 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 18.14 18.8 19.34 19.87 20.67 21.34 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=31.25', L=32.5', Sl ope = 18.43° LW Hi p W=31.25', L=32.5', Sl ope = 18.43° WW 64.09 -2.61 29.31 32.17 -2.61 64.09 32.17 29.31 D1Y_ROOF = 89.49 = 0.6 x 149.15 PLF M AX T OT AL = 89.49 PLF SEISMIC LOAD:V = 0.1124W W_ROOF: Load_Roof (DL)= 20 x 983 / 29 = 677.93 Wal l _Ex (DL)= 17 x 58 x (10/2) / 29 = 170.00 Wal l _In (DL)= 10 x 48 x (10/2) / 29 = 82.76 Cs*W = 0.1124 x (677.93 + 170.00 + 82.76)= 104.61 T OT AL SEISM IC LOAD = 104.61 = 104.61 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 D1Y_ROOF 930.69 10 1 104.61 104.61 930.69 104.61 138.81 277.61 138.81 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) D1Y_ROOF 2 9 3 0 .5 66 478.4 42.5 308.4 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 vG23.06.30 : : : : Com pany Project 1402 W 10th Job No.231014 Plan N/A : : : : Designed D.B. Checked P.P. Date 12/28/2023 Client N/A TIC Structure Design 2023 1402 W 10th St & Unit #2 - 101117923-245/8/2024