HOLD- 315 & 317 N Maxine St - Plan

Home Browse Search

SECTION D1 – DIRECTION X Bui l di ng Di m ensi on (ft):B = 39 L = 37.75 M ean Hei ght = 15.3 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 39 Depth = 37.75 Wi nd Hei ght = 15.3 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =37.75/39=0.97, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.85 PSF Wal l (LW) P = GCplqh = 7.16 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 18.51 19.18 19.71 20.25 21.05 21.72 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=39', L=37.75', Sl ope = 18.43° WW Hi p W=39', L=37.75', Sl ope = 18.43° LW -2.41 59.24 29.74 27.09 59.24 -2.41 27.09 29.74 D1X_ROOF = 87.83 = 0.6 x 146.39 PLF M AX T OT AL = 87.83 PLF SEISMIC LOAD:V = 0.1151W W_ROOF: Load_Roof (DL)= 20 x 1298 / 39 = 665.64 Wal l _Ex (DL)= 17 x 60 x (10/2) / 39 = 130.77 Wal l _In (DL)= 10 x 45 x (10/2) / 39 = 57.69 Cs*W = 0.1151 x (665.64 + 130.77 + 57.69)= 98.31 T OT AL SEISM IC LOAD 98.31 = 98.31 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 854.1 10 1 98.31 98.31 854.1 98.31 130.41 260.82 130.41 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 36.5 37.7 5 63 575.3 42.5 387.5 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 D1 – DIRECTION Y Bui l di ng Di m ensi on (ft):B = 37.75 L = 39 M ean Hei ght = 15.3 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 37.75 Depth = 39 Wi nd Hei ght = 15.3 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =39/37.75=1.03, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.49, qh = 16.85 PSF Wal l (LW) P = GCplqh = 7.07 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 18.42 19.08 19.62 20.15 20.95 21.62 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=37.75', L=39', Sl ope = 18.43° LW Hi p W=37.75', L=39', Sl ope = 18.43° WW 59.24 -2.41 27.09 29.74 -2.41 59.24 29.74 27.09 D1Y_ROOF = 87.55 = 0.6 x 145.91 PLF M AX T OT AL = 87.55 PLF SEISMIC LOAD:V = 0.1151W W_ROOF: Load_Roof (DL)= 20 x 1298 / 37.75 = 687.68 Wal l _Ex (DL)= 17 x 50 x (10/2) / 37.75 = 112.58 Wal l _In (DL)= 10 x 25 x (10/2) / 37.75 = 33.11 Cs*W = 0.1151 x (687.68 + 112.58 + 33.11)= 95.92 T OT AL SEISM IC LOAD = 95.92 = 95.92 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 833.38 10 1 95.92 95.92 833.38 95.92 127.25 254.49 127.25 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 3 5 39 5 7 .1 499.6 39.3 343.7 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 231223 - 317 N Maxine St SA ADU Job No.231223 Plan N/A : : : : Designed T.D. Checked P.P. Date 12/28/2023 Client N/A TIC Structure Design 2023 Page 7 of 24