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HomeMy WebLinkAboutCommentsProject Name: Justin Drawdy Res Location: Germany Can-ai===fed` k Pierce FI By: John C Weber PE/Linda A Pease Start Date: 4/6/G5 Comments: `ASCE 7-98 120 mph- Enclosed Cat B-PGT Wlndows,French Drs,fix glass,Wayne Dalton Gar Dr,Glass Block -Pittsburgh Glass,Madden Manuf Shutters.Signed & Sealed Fr page covers all pages ..\Justin DrawdY Y German Canal Rd.wls TIIIR 6 2005 Justin D rawdy Res April 8, 2005 Local Information Wind Dir. [ Exposure - 1 B 2 B 3 B 4 B Basic Wind Speed: 120 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 1 of 24 Justin Drawdy Res April 8, 2005 'Composite Drawing 4 Wind Loads on Structures Copyright© 2000 SDG, Inc. 0 Page 3 of 24 Justin Drawdy Res April 8, 2005 'Components and Cladding Input Component Description Wall/Roof Surface Label I Zonel Span(ft) I Effective Width(ft) Area(sqft) 1 -12 x 8 gar dr Wall 24 5 12.0 8.0 96.0 2 - 25 sh Wall 25 4 3.0 5.0 15.0 3 -1/2 34 sh Wall 1 4 2.0 4.0 8.0 4 - 25 sh Wall 3 4 3.0 5.0 15.0 5 - 24 sh Wall 5 4 3.0 4.0 12.0 6 - 3080 Wall 5 4 3.0 8.0 24.0 7 - 6080 w/14" sides Wall 5 4 8.3 8.0 66.6 8 - 36 sh Wall 5 4 4.0 6.0 24.0 9 - 8"x8" glass blk Wall 6 5 2.0 4.7 9.3 10 - 8"x8" glass blk Wall 7 5 6.0 4.7 28.0 11 - 8"x8" glass blk Wall 8 5 2.0 4.7 9.3 12-1/34sh Wall 9 4 2.0 4.0 8.0 13 - 25 sh Wall 10 5 3.0 5.0 15.0 14 - (2) 25 sh Wall 11 5 6.0 5.0 30.0 15 - 25 sh Wall 12 5 3.0 5.0 15.0 16 - 25 sh Wall 12 5 3.0 5.0 15.0 17 - 25 sh Wall 15 5 3.0 5.0 15.0 18 - 25 sh Wall 15 5 3.0 5.0 15.0 19 - 25 sh Wall 17 5 3.0 5.0 15.0 20 - 2x3 oct Wall 19 4 2.0 3.0 6.0 21-18"x24" fix gls Wall 19 5 1.5 2.0 3.0 22 - 72"x24" fix gls Wall 19 5 6.0 2.0 12.0 23 - (2) 3080 fr dr Wall 19 5 6.0 8.0 48.0 24-18"x24" fix gis Wall 19 5 1.5 2.0 3.0 25 - 2x3 oct Wall 19 4 2.0 3.0 6.0 26 - 35 sh Wall 21 4 4.0 5.0 20.0 27 - 25 sh Wall 23 5 3.0 5.0 15.0, 28 - 25 sh Wall 23 5 3.0 5.0 15.0 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 4 of 24 Justin Drawdy Res April 8, 2005 `Components and Cladding Output Component Descriptionj Surface I zone I z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) 1 -12 x 8 gar dr 24 5 19.9 22.0 0.83 0.18 18.3 14.3 22.2 19.9 22.0 -1.05 -23.1 -27.1 -19.1 2 - 25 sh 25 4 19.9 22.0 0.97 0.18 21.3 17.4 19.9 22.0 -1.07 -23.5 -27.5 -19.6 3 -1 /2 34 sh 1 4 19.9 22.0 1.00 0.18 22.0 18.0 26. 19.9 22.0 -1.10 -24.2 -28.2 -20.2 4 - 25 sh 3 4 19.9 22.0 0.97 0.18 21.3 17.4 25.3 19.9 22.0 -1.07 -23.5 -27.5 -19.6 5 - 24 sh 5 4 19.9 22.0 0.99 0.18 21.8 17.8 25.7 19.9 22.0 -1.09 -24.0 27.9 -20.0 6 - 3080 5 4 19.9 22.0 0.93 0.18 20.5 16.5 24. 19.9 22.0 -1.03 -22.7 -26.6 -18.7 7 - 6080 w/14" sides 5 4 19.9 22.0 0.85 0.18 18.7 14.7 �22 19.9 22.0 -0.95 -20.9 -24.9 -16.9 8 - 36 sh 5 4 19.9 22.0 0.93 0.18 20.5 16.5 24.4 19.9 22.0 -1.03 -22.7 -26.6 -18.7 9 - 8"x8" glass blk 6 5 19.9 22.0 1.00 0.18 22.0 18.0 26.0 19.9 22.0 -1.40 -30.8 CH!) -26.8 10 - 8"x8" glass blk 7 5 19.9 22.0 0.92 0.18 20.2 16.3 24. 19.9 22.0 -1.24 -27.3 CD -23.3 11 - 8"x8" glass blk 8 5 19.9 22.0 1.00 0.18 22.0 18.0 26.0 19.9 22.0 -1.40 -30.8 -34 --26.8 12 - 1 / 34 sh 9 4 19.9 22.0 1.00 0.18 22.0 18.0 26.0 19.9 22.0 -1.10 -24.2 -28. -20.2 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 5 of 24 Justin Drawdy Res April 8, 2005 'Components and Cladding Output a Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 13 - 25 sh 10 5 19.9 22.0 0.97 0.18 21.3 17.4 < 25. 19.9 22.0 -1.34 -29.5 -33.4 -25.5 14 - (2) 25 sh 11 5 19.9 22.0 0.92 0.18 20.2 16.3 4.2 19.9 22.0 -1.23 -27.1 -31.0 -23.1 15 - 25 sh 12 5 19.9 22.0 0.97 0.18 21.3 17.4 f 19.9 22.0 -1.34 -29.5 (T�) -25.5 16 - 25 sh 12 5 19.9 22.0 0.97 0.18 21.3 17.4 19.9 22.0 -1.34 -29.5 -3 .4 -25.5 17 - 25 sh 15 5 19.9 22.0 0.97 0.18 21.3 17.4 25. 19.9 22.0 -1.34 -29.5 -3 .4 -25.5 18 - 25 sh 15 5 19.9 22.0 0.97 0.18 21.3 17.4 25. 19.9 22.0 -1.34 -29.5 - 3.4 -25.5 19 - 25 sh 17 5 19.9 22.0 0.97 0.18 21.3 17.4 < 25. 19.9. 22.0 -1.34 -29.5 - 3.4 -25.5 20 - 2x3 oct 19 4 19.9 22.0 1.00 0.18 22.0 18.0 <0 19.9 22.0 -1.10 -24.2 - 8.2 -20.2 21-18"x24" fix gis 19 5 19.9 22.0 1.00 0.18 22.0 18.0 26.0 19.9 22.0 -1.40 -30.8 -34.8 -26.8 22 - 72"x24" fix gis 19 5 19.9 22.0 0.99 0.18 21.8 17.8 25.7 19.9 22.0 -1.37 -30.1 - 4.1 -26.2 23 - (2) 3080 fr dr 19 5 19.9 22.0 0.88 0.18 19.4 15.4 23. 19.9 22.0 -1.16 -25.5 (n -21.6 24-18"x24" fix gis 19 5 19.9 22.0 1.00 0.18 22.0 18.0 26. 19.9 22.0 -1.40 -30.8 4.8 -26.8 Wind Loads on Structures Copyright© 2000 SDG, Inc. Page 6 of 24 Justin Drawdy Res April 8, 2005 Components and Cladding Output Component Descriptionj Surface I zone I z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) Net w/ +GCpi (psf) I Net w/ -GCpi (psf) 25 - 2x3 oct 19 4 19.9 22.0 1.00 0.18 22.0 18.0 26 19.9 22.0 -1.10 -24.2 -28.2 -20.2 26 - 35 sh 21 4 19.9 22.0 0.95 0.18 20.9 16.9 4.9 19.9 22.0 -1.05 -23.1 .1 2 -19.1 27 - 25 sh 23 5 19.9 22.0 0.97 0.18 21.3 17.4 19.9 22.0 -1.34 -29.5 - 3.4 -25.5 28 - 25 sh 23 5 19.9 22.0 0.97 0.18 21.3 17.4 25.3 19.9 22.0 -1.34 -29.5 633.4 -25.5 Wind Loads on Structures Copyright© 2000 SDG, Inc. Page 7 of 24 . Justin Drawdy Res April 8, 2005 'MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psD G Cp I GCpi I Ext Pres (psD Net wl +GCpi (psf)l Net w/ -GCpi (psD 1 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 2 Windward Wall 0.0 18.0 0.86 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 3 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 4 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 5 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 6 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 7 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 8 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 9 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 10 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 11 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 12 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 8 of 24 Justin Drawdy Res April 8, 2005 'MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psf)j Net w/ +GCpi (psf)j Net w/ -GCpi (psf) 13 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 14 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 15 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 16 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 17 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 18 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 19 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 20 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 10.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 10.3 18.0 0.80 12.4 21 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 22 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 23 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 24 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 9 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Fet w/ +GCpi (psf) Net w/ -GCpi (psf) 24 Overhang Bot 9.3 18.0 0.86 0.80 0 12.4 25 Windward Wall 0.0 18.0 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 A Windward Roof 19.9 19.5 0.86 0.30 0.18 5.0 1.5 8.5 19.9 19.5 -0.20 -3.4 -6.9 0.2 B Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 C&D Roof 0 to 9.9 19.5 0.86 -0.90 0.18 -15.1 -18.6 -11.6 9.9 to 19.9 19.5 -15.1 -18.6 -11.6 19.9 to 39.7 19.5 -0.50 -8.4 -11.9 -4.9 39.7 to 84.3 19.5 -0.30 -5.0 -8.5 -1.5 E Windward Roof 19.9 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.4 -10.9 -3.9 F Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 G&H Roof 0 to 9.9 19.5 0.86 -1.30 0.18 -21.8 -25.3 -18.3 9.9 to 15.6 19.5 -0.70 -11.7 -15.2 -8.2 1 Windward Roof 19.9 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.4 -10.9 -3.9 J Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 K&L Roof 0 to 9.9 19.5 0.86 -1.25 0.18 -21.0 -24.5 -17.5 9.9 to 18.6 19.5 -0.70 -11.7 -15.2 -8.2 M Windward Roof 19.9 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 10 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 19.9 19.5 -0.44 -7.4 -10.9 -3.9 N Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 O&P Roof 0 to 9.9 19.5 0.86 -1.20 0.18 -20.1 -23.6 -16.6 9.9 to 12.4 19.5 -0.70 -11.7 -15.2 -8.2 Q Windward Roof 19.9 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.4 -10.9 -3.9 R Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 S&T Roof 0 to 9.9 19.5 0.86 -1.30 0.18 -21.8 -25.3 -18.3 9.9 to 18.6 19.5 -0.70 -11.7 -15.2 -8.2 U Windward Roof 19.9 19.5 0.86 0.12 0.18 2.0 -1.5 5.5 19.9 19.5 -0.37 -6.2 -9.7 -2.7 V Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 W&X Roof 0 to 9.9 19.5 0.86 -1.11 0.18 -18.6 -22.1 -15.1 9.9 to 19.9 19.5 -0.78 -13.1 -16.6 -9.6 19.9 to 25.0 19.5 -0.62 -10.4 -13.9 -6.9 Y Windward Roof 19.9 19.5 0.86 0.11 0.18 1.8 -1.7 5.4 19.9 19.5 -0.38 -6.4 -9.9 -2.9 Z Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 [&\ Roof 0 to 9.9 19.5 0.86 -1.11 0.18 -18.6 -22.1 -15.1 9.9 to 19.9 19.5 -0.77 -12.9 -16.4 -9.4 19.9 to 24.3 19.5 -0.63 -10.6 -14.1 -7.1 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 11 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 2 19.9 19.5 -11.5 -15.0 -8.0 3 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 13.2 18.0 12.1 8.6 15.6 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 4 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 5 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 15.0 18.0 12.1 8.6 15.6 20.0 19.6 13.2 9.7 16.7 25.0 20.8 14.0 10.5 17.5 30.4 22.0 14.8 11.3 18.3 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 6 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 7 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 14.0 18.0 12.1 8.6 15.6 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 8 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 9 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 10 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 12.4 18.0 12.1 8.6 15.6 Wind Loads on Structures Copyright© 2000 SDG, Inc. Page 12 of 24 Justin Drawdy Res April 8, 2005 'MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 10 Overhang Top 19.9 19.5 0.84 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 11 Side Wall 19.9 19.5 0.84' -0.70 0.18 -11.5 -15.0 -8.0 12 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 13 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 14 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 15 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 16 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 17 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 18 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 19 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 20 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 21 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 22 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 23 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 24 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 25 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 A&B Roof 0 to 9.9 19.5 0.84 -0.91 0.18 -14.9 -18.4 -11.4 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 13 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # I Surface I z (ft) Iq (psf) IG I Cp I GCpi I Ext Pres (psol Net w/ +GCpi (psol Net w/ -GCpi (psf) 9.9 to 19.9 19.5 -0.89 -14.6 -18.1 -11.1 19.9 to 37.0 19.5 -0.51 -8.4 -11.9 -4.8 C Windward Roof 19.9 19.5 0.84 0.19 0.18 3.1 -0.4 6.6 19.9 19.5 -0.28 -4.6 -8.1 -1.1 D Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 E&F Roof 0 to 4.6 19.5 0.84 -1.20 0.18 -19.7 -23.2 -16.1 G Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 H Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 I&J Roof 0 to 9.9 19.5 0.84 -1.17 0.18 -19.2 -22.7 -15.7 9.9 to 12.2 19.5 -0.70 -11.5 -15.0 -8.0 K Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 L Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 M&N Roof 0 to 9.9 19.5 0.84 -1.25 0.18 -20.5 -24.0 -17.0 9.9 to 15.6 19.5 -0.70 -11.5 -15.0 -8.0 O Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 P Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 Q&R Roof 0 to 2.0 19.5 0.84 -1.17 0.18 -19.2 -22.7 -15.7 S Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 Wind Loads on Structures Copyright© 2000 SDG, Inc. Page 14 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) G Cp GCpi I Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) T Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 U&V Roof 0 to 9.9 19.5 0.84 -1.16 0.18 -19.0 -22.5 -15.5 9.9 to 12.0 19.5 -0.70 -11.5 -15.0 -8.0 W Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 X Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 Y&Z Roof 0 to 9.9 19.5 0.84 -1.16 0.18 -19.0 -22.5 -15.5 9.9 to 13.6 19.5 -0.70 -11.5 -15.0 -8.0 [ Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 \ Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 15 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) G Cp I GCpi I Ext Pres (psDI Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 2 19.9 19.5 -6.5 -10.1 -3.0 3 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 4 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 5 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 6 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 7 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 8 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 9 Windward Wall 0.0 18.0 0.86 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 10 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 11 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 16 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. 0 Wind Direction 3 # Surface z (ft) Iq (psf) IG I Cp I GCpi I Ext Pres (psf) Net w/ +GCpi (ps0 Net w/ -GCpi (psf) 11 19.9 19.5 0.86 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 12 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 13 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 14 Windward Wall 0.0 18.0 0.86 0.18 12.4 8.9 15.9 9.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 9.3 18.0 0.80 12.4 15 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 16 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 17 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 18 Windward Wall 0.0 18.0 0.86 0.80 0.18 12.4 8.9 15.9 10.3 18.0 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.30 0 5.0 19.9 19.5 -0.20 -3.4 Overhang Bot 10.3 18.0 0.80 12.4 19 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 20 Leeward Wall 19.9 19.5 0.86 -0.39 0.18 -6.5 -10.1 -3.0 21 Side Wall 19.9 19.5 0.86 -0.70 0.18 -11.7 -15.2 -8.2 Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 17 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) 22 Windward Wall 0.0 9.3 Overhang Top 19.9 19.9 Overhang Bot 9.3 23 Side Wall 19.9 24 Leeward Wall 19.9 25 Leeward Wall 19.9 A Leeward Roof 19.9 B Windward Roof 19.9 19.9 C&D Roof 0 to 9.9 9.9 to 19.9 19.9 to 39.7 39.7 to 84.3 E Leeward Roof 19.9 q (psf) G Cp I GCpi I Ext Pres 18.0 0.86 0.80 0.18 12.4 18.0 12.4 19.5 0.30 0 5.0 19.5 -0.20 -3.4 18.0 0.80 12.4 19.5 0.86 -0.70 0.18 -11.7 19.5 0.86 -0.39 0.18 -6.5 19.5 0.86 -0.39 0.18 -6.5 19.5 0.86 -0.60 0.18 -10.1 19.5 0.86 0.30 0.18 5.0 19.5 -0.20 -3.4 19.5 0.86 -0.90 0.18 -15.1 19.5 -15.1 19.5 -0.50 -8.4 19.5 -0.30 -5.0 Net w/ +GCpi (psf) Net w/ -GCpi (psf) 8.9 15.9 8.9 15.9 -15.2 -13.6 1.5 -6.9 -18.6 -18.6 -11.9 -8.5 -13.6 -8.2 -3.0 -3.0 M 8.5 0.2 -11.6 -11.6 -4.9 -1.5 F Windward Roof 19.9 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.4 -10.9 -3.9 G&H Roof 0 to 9.9 19.5 0.86 -1.30 0.18 -21.8 -25.3 -18.3 9.9 to 15.6 19.5 -0.70 -11.7 -15.2 -8.2 I Leeward Roof 19.9 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 J Windward Roof 19.9 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.4 -10.9 -3.9 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 18 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) K&L Roof 0 to 9.9 9.9 to 18.6 M Leeward Roof 19.9 N Windward Roof 19.9 19.9 O&P Roof 0 to 9.9 9.9 to 12.4 Q Leeward Roof 19.9 R Windward Roof 19.9 19.9 S&T Roof 0 to 9.9 9.9 to 18.6 U Leeward Roof 19.9 V Windward Roof 19.9 19.9 W&X Roof 0 to 9.9 9.9 to 19.9 19.9 to 25.0 Y Leeward Roof 19.9 Z Windward Roof 19.9 19.9 [&\ Roof 0 to 9.9 9.9 to 19.9 q (psf) G Cp I GCpi I Ext Pres (psol Net w/ +GCpi (psol Net w/ -GCpi 19.5 0.86 -1.25 0.18 -21.0 -24.5 -17.5 19.5 -0.70 -11.7 -15.2 -8.2 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 19.5 -0.44 -7.4 -10.9 -3.9 19.5 0.86 -1.20 0.18 -20.1 -23.6 -16.6 19.5 -0.70 -11.7 -15.2 -8.2 19.5 0.86 -0.60 0.18 -10.1 -13.6 -6.6 19.5 0.86 0.06 0.18 1.0 -2.5 4.5 19.5 -0.44 -7.4 -10.9 -3.9 19.5 0.86 -1.30 0.18 -21.8 19.5 -0.70 -11.7 19.5 0.86 -0.60 0.18 -10.1 19.5 0.86 0.12 0.18 2.0 19.5 -0.37 -6.2 19.5 0.86 -1.11 0.18 -18.6 19.5 -0.78 -13.1 19.5 -0.62 -10.4 19.5 0.86 -0.60 0.18 -10.1 19.5 0.86 0.11 0.18 1.8 19.5 -0.38 -6.4 19.5 0.86 -1.11 0.18 -18.6 19.5 -0.77 -12.9 -25.3 -18.3 -15.2 -8.2 -13.6 -6.6 -1.5 5.5 -9.7 -2.7 -22.1 -15.1 -1 6.6 -9.6 -13.9 -6.9 SIKIN -1.7 -9.9 -22.1 -16.4 5.4 -2.9 -15.1 -9.4 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 19 of 24 Justin Drawdy Res April 8, 2005 �MWFRS Net Pressures This data was calculated using the building of all heights method. 1A/ir%r4 Mrcrfinn 'I v Y II IV vn vvuvI . v # _ Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf� [&\ Roof 19.9 to 24.3 19.5 0.86 -0.63 0.18 -10.6 -14.1 -7.1 Wind Loads on Structures Copyright 0 2000 SDG, Inc. Page 20 of 24 Justin D rawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. %A/:.,A Aire^+inn A r # ru.v .r .. .......... Surface z (ft) q (psf) G Cp I GCpi Ext Pres (psf) Net w/ +GCpi (psDI Net w/ -GCpi (psf) 1 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 2 19.9 19.5 -11.5 -15.0 -8.0 3 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 4 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 5 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 6 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 7 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 8 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 9 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 10 Leeward Wall 19.9 19.5 0.84 -0.50 0.18 -8.2 -11.7 -4.7 11 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 12 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 12.4 18.0 12.1 8.6 15.6 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 13 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 14 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 15 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 14.0 18.0 12.1 8.6 15.6 Overhang Top 19.9 19.5 0.27 0 4.4 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 21 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface I z (ft) q (psf) IG I Cp I GCpi I Ext Pres (psDI Net w/ +GCpi (psDI Net w/ -GCpi (psf) 15 19.9 19.5 0.84 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 16 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 17 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 15.0 18.0 12.1 8.6 15.6 20.0 19.6 13.2 9.7 16.7 25.0 20.8 14.0 10.5 17.5 30.4 22.0 14.8 11.3 18.3 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 18 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 19 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 15.0 18.0 12.1 8.6 15.6 16.6 18.5' 12.4 8.9 15.9 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 10.3 18.0 0.80 12.1 20 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 21 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 15.0 18.0 12.1 8.6 15.6 20.0 19.6 13.2 9.7 16.7 25.0 20.8 14.0 10.5 17.5 30.4 22.0 14.8 11.3 18.3 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 22 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 22 of 24 - Justin D rawd y Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. %A/inrl r)ircr•tinn d # Surface z (ft) q (psf) IG Cp I GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi 23 Windward Wall 0.0 18.0 0.84 0.80 0.18 12.1 8.6 15.6 15.4 18.1 12.2 8.7 15.7 Overhang Top 19.9 19.5 0.27 0 4.4 19.9 19.5 -0.22 -3.6 Overhang Bot 9.3 18.0 0.80 12.1 24 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15.0 -8.0 25 Side Wall 19.9 19.5 0.84 -0.70 0.18 -11.5 -15,60 -8.0 A&B Roof 0 to 9.9 19.5 0.84 -0.91 0.18 -14.9 r'A 8.4 -11.4 9.9 to 19.9 19.5 -0.89 -14.6 -18.1 -11.1 19.9 to 37.0 19.5 -0.51 -8.4 -11.9 -4.8 C Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 D Windward Roof 19.9 19.5 0.84 0.19 0.18 3.1 -0.4 6.6 19.9 19.5 -0.28 -4.6 -8.1 -1.1 E&F Roof 0 to 4.6 19.5 0.84 -1.20 0.18 -19.7 -23.2 -16.1 G Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 H Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 I&J Roof 0 to 9.9 19.5 0.84 -1.17 0.18 -19.2 -22.7 -15.7 9.9 to 12.2 19.5 -0.70 -11.5 -15.0 -8.0 K Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 L Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 23 of 24 Justin Drawdy Res April 8, 2005 MWFRS Net Pressures This data was calculated using the building of all heights method. lAlinel r)ircrfinn d # Surface z (ft) q (psf) G Cp GCpi Ext Pre (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) M&N Roof 0 to 9.9 19.5 0.84 -1.25 0.18 -20.5 -24.0 -17.0 9.9 to 15.6 19.5 -0.70 -11.5 -15.0 -8.0 O Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 P Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 Q&R Roof 0 to 2.0 19.5 0.84 -1.17 0.18 -19.2 -22.7 -15.7 S Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 T Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 U&V Roof 0 to 9.9 19.5 0.84 -1.16 0.18 -19.0 -22.5 -15.5 9.9 to 12.0 19.5 -0.70 -11.5 -15.0 -8.0 W Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 X Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 Y&Z Roof 0 to 9.9 19.5 0.84 -1.16 0.18 -19.0 -22.5 -15.5 9.9 to 13.6 19.5 -0.70 -11.5 -15.0 -8.0 [ Leeward Roof 19.9 19.5 0.84 -0.60 0.18 -9.8 -13.3 -6.3 \ Windward Roof 19.9 19.5 0.84 0.06 0.18 1.0 -2.5 4.5 19.9 19.5 -0.44 -7.2 -10.7 -3.7 Wind Loads on Structures Copyright © 2000 SDG, Inc. 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