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<br />SECTION D1 – DIRECTION X <br />Bui l di ng Di m ensi on (ft):B = 41 L = 51.5 M ean Hei ght = 15 Base Hei ght = 0.5 <br />Sec ti on Di m ensi on (ft):Wi dth = 16.75 Depth = 9.75 Wi nd Hei ght = 15 Base Hei ght = 0.5 <br />Pl ate Hei ght:ROOF = 10.8' <br />WIND LOAD: <br />L/B =51.5/41=1.26, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.45, qh = 16.79 PSF Wal l (LW) P = GCplqh = 6.41 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 17.76 18.42 18.96 19.49 20.29 20.96 <br />ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- <br />Hi p W=16.75', L=9.75', Sl ope = 18.43° <br />WW <br />Hi p W=16.75', L=9.75', Sl ope = 18.43° LW <br />-1.9 <br />46.78 <br />23.48 <br />21.4 <br />46.78 <br />-1.9 <br />21.4 <br />23.48 <br />D1X_ROOF = 82.86 = 0.6 x 138.09 PLF <br />M AX T OT AL = 82.86 PLF <br />SEISMIC LOAD:V = 0.1106W <br />W_ROOF: <br />Load_Roof (DL)= 20 x 197 / 16.75 = 235.22 <br />Wal l _Ex (DL)= 17 x 11.5 x (10.8/2) / 16.75 = 63.03 <br />Cs*W = 0.1106 x (235.22 + 63.03)= 32.99 <br />T OT AL SEISM IC LOAD 32.99 = 32.99 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 />D1X_ROOF 298.25 10.8 1 32.99 32.99 298.25 32.99 43.77 87.53 43.77 <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 />D1X_ROOF 16.75 9 .75 3 7 .6 157.4 71.2 2 9 8 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 D1 – DIRECTION Y <br />Bui l di ng Di m ensi on (ft):B = 51.5 L = 41 M ean Hei ght = 15 Base Hei ght = 0.5 <br />Sec ti on Di m ensi on (ft):Wi dth = 9.75 Depth = 16.75 Wi nd Hei ght = 11.5 Base Hei ght = 0.5 <br />Pl ate Hei ght:ROOF = 10.8' <br />WIND LOAD: <br />L/B =41/51.5=0.8, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 16.79 PSF Wal l (LW) P = GCplqh = 7.14 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 18.49 19.15 19.69 20.22 21.02 21.69 <br />ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- <br />Gabl e W=9.75', L=16.75' WW <br />Gabl e W=9.75', L=16.75' LW <br />5.88 <br />7.11 <br />10.11 <br />2.88 <br />7.11 <br />5.88 <br />2.88 <br />10.11 <br />D1Y_ROOF = 66.09 = 0.6 x 110.15 PLF <br />M AX T OT AL = 66.09 PLF <br />SEISMIC LOAD:V = 0.1106W <br />W_ROOF: <br />Load_Roof (DL)= 20 x 197 / 9.75 = 404.10 <br />Wal l _Ex (DL)= 17 x 10 x (10.8/2) / 9.75 = 94.15 <br />Cs*W = 0.1106 x (404.10 + 94.15)= 55.11 <br />T OT AL SEISM IC LOAD = 55.11 = 55.11 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 />D1Y_ROOF 498.26 10.8 1 55.11 55.11 498.26 55.11 73.12 146.23 73.12 <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 />D1Y_ROOF 9.75 16.7 5 2 1 .3 51.9 19.2 46.9 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 (N) DETACHED ADU, UNIT 2 <br />Job No.231014 <br />Plan <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 2023-12-26 <br />Client N/A <br />TIC Structure Design 2023 <br />7 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024