2331 N Benton Way Unit# 2 - Plan

Home Browse Search

SECTION D1 – DIRECTION X Bui l di ng Di m ensi on (ft):B = 23.5 L = 52.75 M ean Hei ght = 18.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 30 Depth = 17.25 Wi nd Hei ght = 18.5 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =52.75/23.5=2.24, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.29, qh = 17.48 PSF Wal l (LW) P = GCplqh = 4.28 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 15.63 16.29 16.83 17.36 18.16 18.83 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=30', L=17.25', Sl ope = 47.29° WW Hi p W=30', L=17.25', Sl ope = 47.29° LW -26.74 128.91 26.74 75.42 128.91 -26.74 75.42 26.74 D1X_ROOF = 106.38 = 0.6 x 177.3 PLF M AX T OT AL = 106.38 PLF SEISMIC LOAD:V = 0.1147W W_ROOF: Load_Roof (DL)= 20 x 556 / 30 = 370.67 Wal l _Ex (DL)= 17 x 41 x (10/2) / 30 = 116.17 Wal l _In (DL)= 10 x 29 x (10/2) / 30 = 48.33 Cs*W = 0.1147 x (370.67 + 116.17 + 48.33)= 61.38 T OT AL SEISM IC LOAD 61.38 = 61.38 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 535.17 10 1 61.38 61.38 535.17 61.38 81.41 162.81 81.41 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 3 0 17.2 5 7 0 .8 530.9 92.5 693.8 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 = 52.75 L = 23.5 M ean Hei ght = 18.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 17.25 Depth = 30 Wi nd Hei ght = 13 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =23.5/52.75=0.45, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 17.48 PSF Wal l (LW) P = GCplqh = 7.43 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 18.78 19.45 19.98 20.52 21.32 21.98 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Gabl e W=17.25', L=30' WW Gabl e W=17.25', L=30' LW 26.22 31.72 45.09 12.85 31.72 26.22 12.85 45.09 D1Y_ROOF = 89.3 = 0.6 x 148.83 PLF M AX T OT AL = 89.3 PLF SEISMIC LOAD:V = 0.1147W W_ROOF: Load_Roof (DL)= 20 x 556 / 17.25 = 644.64 Wal l _Ex (DL)= 17 x 34 x (10/2) / 17.25 = 167.54 Wal l _In (DL)= 10 x 32 x (10/2) / 17.25 = 92.75 Cs*W = 0.1147 x (644.64 + 167.54 + 92.75)= 103.80 T OT AL SEISM IC LOAD = 103.80 = 103.8 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 904.93 10 1 103.8 103.8 904.93 103.8 137.65 275.31 137.65 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 17.25 30 3 9 .6 170.7 25.7 110.7 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 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 6/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024