1430 E Edinger Ave-REV 1 - Plan - Laserfiche WebLink

Home Browse Search

SECTION D1 – DIRECTION X Bui l di ng Di m ensi on (ft):B = 58.75 L = 56 M ean Hei ght = 19 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 58.75 Depth = 56 Wi nd Hei ght = 17 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =56/58.75=0.95, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 17.95 PSF Wal l (LW) P = GCplqh = 7.63 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 17.05 18.05 18.85 19.65 20.86 21.86 Wal l (WW) P = GCpwqz 11.59 12.27 12.82 13.36 14.18 14.86 Wal l P = GCpwqz+GCplqh 19.22 19.9 20.45 20.99 21.81 22.49 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Parapet W=58.75' WW Parapet W=58.75' LW 188.46 125.64 188.46 125.64 125.64 188.46 125.64 188.46 D1X_ROOF = 244.28 = 0.6 x 407.13 PLF M AX T OT AL = 244.28 PLF SEISMIC LOAD:V = 0.0915W W_ROOF: Load_Roof (DL)= 15 x 2669 / 58.75 = 681.45 Load_Roof (DL)= 45 x 385.5 / 58.75 = 295.28 Wal l _Ex (DL)= 17 x 80 x (10/2) / 58.75 = 115.74 Wal l _In (DL)= 10 x 70 x (10/2) / 58.75 = 59.57 Cs*W = 0.0915 x (681.45 + 295.28 + 115.74 + 59.57)= 105.41 T OT AL SEISM IC LOAD 105.41 = 105.41 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 1152.04 10 1 105.41 105.41 1152.04 105.41 139.89 279.78 139.89 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 58.75 56 7 3 .4 1077.8 1 2 8 .1 1882 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=2 4 0 /W=3 3 5 ) (16 ) 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 = 56 L = 58.75 M ean Hei ght = 19 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 56 Depth = 58.75 Wi nd Hei ght = 17 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =58.75/56=1.05, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.49, qh = 17.95 PSF Wal l (LW) P = GCplqh = 7.48 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 17.05 18.05 18.85 19.65 20.86 21.86 Wal l (WW) P = GCpwqz 11.59 12.27 12.82 13.36 14.18 14.86 Wal l P = GCpwqz+GCplqh 19.07 19.75 20.3 20.84 21.66 22.34 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Parapet W=56' LW Parapet W=56' WW 125.64 188.46 125.64 188.46 188.46 125.64 188.46 125.64 D1Y_ROOF = 243.83 = 0.6 x 406.38 PLF M AX T OT AL = 243.83 PLF SEISMIC LOAD:V = 0.0915W W_ROOF: Load_Roof (DL)= 15 x 2669 / 56 = 714.91 Load_Roof (DL)= 45 x 385.5 / 56 = 309.78 Wal l _Ex (DL)= 17 x 60 x (10/2) / 56 = 91.07 Wal l _In (DL)= 10 x 90 x (10/2) / 56 = 80.36 Cs*W = 0.0915 x (714.91 + 309.78 + 91.07 + 80.36)= 109.44 T OT AL SEISM IC LOAD = 109.44 = 109.44 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 1196.12 10 1 109.44 109.44 1196.12 109.44 145.24 290.49 145.24 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 5 6 58.7 5 6 9 .2 969.1 1 1 6 .2 1626.9 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 ) (16 ) 16d si nker per top pl ate spl i c e vG23.06.30 : : : : Com pany CORE STRUCTURE, INC. Project Tom's Jr Job No.23033 Plan : : : : Designed Checked Date 09/19/2023 Client 0 TIC Structure Design 2023 31 1430 E Edinger Ave 3/27/2025