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<br />SECTION D2 – DIRECTION X <br />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 <br />Sec ti on Di m ensi on (ft):Wi dth = 20 Depth = 32.5 Wi nd Hei ght = 14.5 Base Hei ght = 0.5 <br />Pl ate Hei ght:ROOF = 10' <br />WIND LOAD: <br />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 <br />WIND HEIGHT (FT ):15 20 25 30 40 50 <br />qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 <br />Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 <br />Wal l P = GCpwqz+GCplqh 15.63 16.29 16.83 17.36 18.16 18.83 <br />ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- <br />Gabl e W=20', L=32.5' WW <br />Gabl e W=20', L=32.5' LW <br />39.33 <br />33.4 <br />67.64 <br />5.08 <br />33.4 <br />39.33 <br />5.08 <br />67.64 <br />D2X_ROOF = 88.71 = 0.6 x 147.86 PLF <br />M AX T OT AL = 88.71 PLF <br />SEISMIC LOAD:V = 0.1147W <br />W_ROOF: <br />Load_Roof (DL)= 20 x 660 / 20 = 660.00 <br />Wal l _Ex (DL)= 17 x 19.5 x (10/2) / 20 = 82.88 <br />Cs*W = 0.1147 x (660.00 + 82.88)= 85.21 <br />T OT AL SEISM IC LOAD 85.21 = 85.21 PLF <br />Story Wx (PLF)Hx (ft) <br />Wxxhx <br />/su m (Wixh i) <br />Fx <br />(PLF) <br />Sum (Fi)Sum (Wi)Fpx(PL F) <br />Fpx <br />M i n <br />Fpx <br />M ax <br />Fpx <br />Desi g n <br />D2X_ROOF 742.88 10 1 85.21 85.21 742.88 85.21 113 226.01 113 <br />DIAPHRAGM DESIGN: <br />Story Wi dth <br />(ft) <br />Depth <br />(ft) <br />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) <br />D2X_ROOF 2 0 3 2 .5 3 4 .8 173.8 27.3 136.5 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d <br />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 ) <br />(10 ) 16d si nker per <br />top pl ate spl i c e <br /> <br />SECTION D2 – DIRECTION Y <br />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 <br />Sec ti on Di m ensi on (ft):Wi dth = 32.5 Depth = 20 Wi nd Hei ght = 19.5 Base Hei ght = 0.5 <br />Pl ate Hei ght:ROOF = 10' <br />WIND LOAD: <br />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 <br />WIND HEIGHT (FT ):15 20 25 30 40 50 <br />qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 <br />Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 <br />Wal l P = GCpwqz+GCplqh 18.78 19.45 19.98 20.52 21.32 21.98 <br />ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- <br />Hi p W=32.5', L=20', Sl ope = 47.29° WW <br />Hi p W=32.5', L=20', Sl ope = 47.29° LW <br />-29.89 <br />144.07 <br />29.89 <br />84.3 <br />144.07 <br />-29.89 <br />84.3 <br />29.89 <br />D2Y_ROOF = 123.05 = 0.6 x 205.08 PLF <br />M AX T OT AL = 123.05 PLF <br />SEISMIC LOAD:V = 0.1147W <br />W_ROOF: <br />Load_Roof (DL)= 20 x 660 / 32.5 = 406.15 <br />Wal l _Ex (DL)= 17 x 65 x (10/2) / 32.5 = 170.00 <br />Cs*W = 0.1147 x (406.15 + 170.00)= 66.08 <br />T OT AL SEISM IC LOAD = 66.08 = 66.08 PLF <br />Story Wx (PLF)Hx (ft) <br />Wxxhx <br />/su m (Wixh i) <br />Fx <br />(PLF) <br />Sum (Fi)Sum (Wi)Fpx(PL F) <br />Fpx <br />M i n <br />Fpx <br />M ax <br />Fpx <br />Desi g n <br />D2Y_ROOF 576.15 10 1 66.08 66.08 576.15 66.08 87.64 175.28 87.64 <br />DIAPHRAGM DESIGN: <br />Story Wi dth <br />(ft) <br />Depth <br />(ft) <br />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) <br />D2Y_ROOF 32.5 20 7 1 .2 578.6 100 812.3 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d <br />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 ) <br />(10 ) 16d si nker per <br />top pl ate spl i c e <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project 2331 N BENTON WAY UNIT 2 <br />Job No.231226 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 12/27/2023 <br />Client N/A <br />TIC Structure Design 2023 <br />7/24 <br />2331 N Benton Way Unit# 2 - <br />1011185346/4/2024