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PROJECT INFORMATION
SCANNtb BY St. Lucie Count Project Name: Codered Roofers for EFTX - uimg 6UANNED BY �t Lucie county 10867, S. Ocean Drive - Jensen Beach - FL 34957 By. -.Julio C. Banks, P.E. Start, Date: 7/21 /2013 Comments: Basic Wind Speed, V = 170 mph, exposure, "C" ..\C:\Users\Banks\OneDrive\Documents\WIP\PE\Codered Roofers\SDG -ASCE 7-10\SDF ASCE 7-10 — Codered Roofers for EFTX F ILL UOPY 0 Codered Roofers for EFTX Building 2 July 22,2016 Local Information Wind Dir. I Exposure 1 C 2 C 3 C 4 C Basic Wind'Speed: 170 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. ASCE7-10 0. WLS4 -- [1.11] Copyright© 2020 SDG, Inc. Page 1 of 13 �Codered Roofers for EFTX Building 2 July 22, 2016 Section - Main Section Enclosure Classification: Enclosed Wall Length (ft) Overhang(ft) 1 145.0 2.0 2 91.0 2.0 3 145.0 2.0 W2 4 91.0 2.0 C W1 A B;W3 Eave Height: 10 ft Parapet Height: 0 ft ° Parapet Enclosure: Solid W4 ASCE7-10 Roof Shape: Hipped L Roof Slope(:12) A&B 4.0 A s c e ° C&D 4.0 Vm WLS4 -- [1.11] Copyright ©2020 SDG, Inc. FILE COPY Codered Roofers for EFTX Building 2 Section - 2 Enclosure Classification: Enclosed Connected to: Main Section Connected to wall: W1 Position on W1: 93 ft W2 Wall Length(ft) Overhang(ft) 1 45.0 2.0 W1 A E W3 2 8.0 2.0 3 45.0 2.0 4 8.0 2.0 W4 Eave Height: 10 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(:12) A&B 4.0 C&D 4.0 A e,, B W1 4 W3 July 22, 2016 ASCE7-10 WLS4 -- [1.11] Copyright ©2020 SDG, Inc. Page 3 of 13 'Codered Roofers for EFTX Building 2 July 22, 2016 Composite Drawing 0 D WLS4 — [1.11] Copyright © 2020 SDG, Inc. ASCE7-10 3 i �• � Y `li a Codered Roofers for EFTX Building 2 July 22,2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q(psf) I G lCp GCpi ExtPres(psf) Netw/+GCpi (psf) Netw/-GCpi (psf) 1 Windward Wall 0.0 53.4 0.85 0.80 0.18 36.3 26.4 46.2 10.0 53.4 0.80 36.3 26.4 46.2 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -16.9 Overhang Bot 10.0 53.4 0.80 36.3 2 Side Wall 17.6 55.2 0.85 -0.70 0.18 -32.8 -42.8 -22.9 3 Windward Wall 0.0 53.4 0.85 0.80 0.18 36.3 26.4 46.2 10.0 53.4 0.80 36.3 26.4 46.2 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -16.9 Overhang Bot 10.0 53.4 0.80 36.3 4 Side Wall 17.6 55.2 0.85 -0.70 0.18 -32.8 -42.8 -22.9 5 Windward Wall 0.0 53.4 0.85 0.80 0.18 36.3 26.4 46.2 10.0 53.4 0.80 36.3 26.4 46.2 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -16.9 Overhang Bot 10.0 53.4 0.80 36.3 6 Side Wall 17.6 55.2 0.85 -0.70 0.18 -32.8 -42.8 -22.9 7 Leeward Wall 17.6 55.2 0.85 -0.50 0.18 -23.5 -33.4 -13.5 8 Side Wall 17.6 55.2 0.85 -0.70 0.18 -32.8 -42.8 -22.9 A Windward Roof 17.6 55.2 0.85 0.14 0.18 6.6 -3.4 16.5 17.6 55.2 -0.36 -16.9 -26.8 -7.0 B Leeward Roof 17.6 55.2 0.85 -0.57 0.18 -26.7 -36.7 -16.8 C&D Roof 0 to 8.8 * 55.2 0.85 -0.90 0.18 42.2 -52.2 -32.3 8.8 to 17.6 * 55.2 -0.90 -42.2 -52.2 -32.3 WLS4 -- [1.11] Copyright 0 2020 SDG, Inc. Page 5 of 13 , ;' Codered Roofers for EFTX Building 2 July 22, 2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) I G Cp I GCpi I Ext Pres (psf) I Net w/ +GCpi (psf) Net w/ -GCpi (psf) C&D Roof 17.6 to 35.2 ' 55.2 0.85 -0.50 0.18 -23.5 -33.4 -13.5 35.2 to 91.0 ' 55.2 -0.30 -14.1 -24.0 -4.1 0 to 91.0 ' 55.2 -0.18 -8.4 -18.4 1.5 E Windward Roof 17.6 55.2 0.85 -0.18 0.18 -8.4 -18.4 1.5 17.6 55.2 -0.79 -37.1 -47.0 -27.1 F Leeward Roof 17.6 55.2 0.85 -0.60 0.18 -28.2 -38.1 -18.2 G&H Roof 0 to 8.0 * 55.2 0.85 -1.13 0.18 -53.0 3 0 -43.1 0 to 8.0 * 55.2 -0.18 -8.4 -18.4 1.5 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases * Distance from windward C)- A PELF a,G (63. Psyi ` 3 �_ 8 G, K. C, Z/zv I WLS4 - [1.11] Copyright© 2020 SDG, Inc. t v i Codered Roofers for EFTX Building 2 July 22, 2016 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 ASCE7-10 # Surface I z (ft) q(psf) IG I Cp I GCpi I ExtPres(psf) I Net w/+GCpi (psf) I Netw/ -GCpi (psf) 1 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 -43.2 -23.3 2 Leeward Wall 17.6 55.2 -0.41 -19.5 -29.4 -9.5 3 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 43.2 -23.3 4 Windward Wall 0.0 53.4 0.86 0.80 0.18 36.7 26.8 46.7 11.3 53.4 0.80 36.7 26.8 46.7 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -17.1 Overhang Bot 10.0 53.4 0.80 36.7 5 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 -43.2 -23.3 6 Windward Wall 0.0 53.4 0.86 0.80 0.18 36.7 26.8 46.7 15.0 53.4 0.80 36.7 26.8 46.7 20.0 56.7 0.80 39.0 29.1 48.9 25.2 59.5 0.80 40.9 31.0 50.9 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -17.1 Overhang Bot 10.0 53.4 0.80 36.7 7 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 43.2 -23.3 8 Leeward Wall 17.6 55.2 0.86 -0.41 0.18 -19.5 -29.4 -9.5 A&B Roof 0 to 8.8 ' 55.2 0.86 -0.90 0.18 42.7 -52.7 -32.8 8.8 to 17.6 ' 55.2 -0.90 42.7 -52.7 -32.8 17.6 to 35.2 ' 55.2 -0.50 -23.7 -33.7 -13.8 35.2 to 145.0 ' 55.2 -0.30 -14.2 -24.2 4.3 0 to 145.0 55.2 -0.18 -8.5 -18.5 1.4 C Windward Roof 17.6 55.2 0.86 0.14 0.18 6.6 -3.3 16.6 17.6 55.2 -0.36 -17.1 -27.0 -7.2 WLS4 - [1.11] Copyright ©2020 SDG, Inc. Page 7 of 13 , 1 Codered Roofers for EFTX Building 2 July 22, 2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) I G lCp IGCpi Ext Pres (psf) Netw/+GCpi (psf) Netw/-GCpi (psf) D Leeward Roof 17.6 55.2 0.86 -0.57 0.18 -27.1 -37.0 -17.1 E&F Roof 0 to 8.8 ' 55.2 -0.90 -42.7 -52.7 -32.8 8.8 to 17.6 * 55.2 -0.90 -42.7 -52.7 -32.8 17.6 to 35.2 * 55.2 -0.50 -23.7 -33.7 -13.8 35.2 to 45.0 * 55.2 -0.30 -14.2 -24.2 -4.3 0 to 45.0 * 55.2 -0.18 -8.5 -18.5 1.4 G Windward Roof 17.6 55.2 0.86 0.03 0.18 1.4 -8.5 11.4 17.6 55.2 -0.44 -20.9 -30.8 -11.0 H Leeward Roof 17.6 55.2 0.86 -0.57 0.18 -27.1 -37.0 -17.1 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 -- [1.11] Copyright© 2020 SDG, Inc. , w- Codered Roofers for EFTX Building 2 July 22, 2016 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 ASCE7-10 # Surface I z (ft) q (psf) IG I Cp I GCpi I ExtPres (psi) I Net wl+GCpi (psf) I Netw/. -GCpi (psf) 1 Leeward Wall 17.6 55.2 0.85 -0.50 0.18 -23.5 -33.4 -13.5 2 Side Wall 17.6 55.2 -0.70 -32.8 -42.8 -22.9 3 Leeward Wall 17.6 55.2 0.85 -0.50 0.18 -23.5 -33.4 -13.5 4 Side Wall 17.6 55.2 0.85 -0.70 0.18 -32.8 -42.8 -22.9 5 Leeward Wall 17.6 55.2 0.85 -0.50 0.18 -23.5 -33.4 -13.5 6 Side Wall 17.6 55.2 0.85 -0.70 0.18 -32.8 -42.8 -22.9 7 Windward Wall 0.0 53.4 0.85 0.80 0.18 36.3 26.4 46.2 10.0 53.4 0.80 36.3 26.4 46.2 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -16.9 Overhang Bot 10.0 53.4 0.80 36.3 8 Side Wall 17.6 55.2 0.85 -0.70 0.18 -32.8 -42.8 -22.9 A Leeward Roof 17.6 55.2 0.85 -0.57 0.18 -26.7 -36.7 -16.8 B Windward Roof 17.6 55.2 0.85 0.14 0.18 6.6 -3.4 16.5 17.6 55.2 -0.36 -16.9 -26.8 , -7.0 C&D Roof 0 to 8.8 ` 55.2 0.85 -0.90 0.18 -42.2 -52.2 -32.3 8.8 to 17.6 * 55.2 -0.90 -42.2 -52.2 -32.3 17.6 to 35.2 * 55.2 -0.50 -23.5 -33.4 -13.5 35.2 to 91.0 * 55.2 -0.30 -14.1 -24.0 4.1 0 to 91.0 ` 55.2 1-0.18 -8.4 -18.4 1.5 E Leeward Roof 17.6 55.2 0.85 -0.60 0.18 -28.2 -38.1 -18.2 F Windward Roof 17.6 55.2 0.85 -0.18 0.18 -8.4 -18.4 1.5 17.6 55.2 -0.79 -37.1 -47.0 -27.1 WLS4 -- (1.11] Copyright© 2020 SDG, Inc. Page 9 of 13 Codered Roofers for EFTX Building 2 July 22,2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q(psf) I G lCp GCpi ExtPres(psf) Netw/+GCpi (psf) Netw/-GCpi (psf) G&H Roof 0 to 8.0 * 55.2 0.85 -1.13 0.18 -53.0 6 -43.1 0 to 8.0 ` 55.2 -0.18 -8.4 -18.4 1.5 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. r WL.S4 — [1.11] Copyright© 2020 SDG, Inc. Codered Roofers for EFTX Building 2 July 22,2O16 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # I Surface z (ft) q (psf) I G Cp I GCpi I Ext Pres (psf) I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) 1 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 -43.2 -23.3 2 Windward Wall 0.0 53.4 0.80 36.7 26.8 46.7 11.3 53.4 0.80 36.7 26.8 46.7 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -17.1 Overhang Bot 10.0 53.4 0.80 36.7 3 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 -43.2 -23.3 4 Leeward Wall 17.6 55.2 0.86 -0.41 0.18 -19.5 -29.4 -9.5 5 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 43.2 -23.3 6 Leeward Wall 17.6 55.2 0.86 -0.41 0.18 -19.5 -29.4 -9.5 7 Side Wall 17.6 55.2 0.86 -0.70 0.18 -33.2 -43.2 -23.3 8 Windward Wall 0.0 53.4 0.86 0.80 0.18 36.7 26.8 46.7 15.0 53.4 0.80 36.7 26.8 46.7 20.0 56.7 0.80 39.0 29.1 48.9 25.2 59.5 0.80 40.9 31.0 50.9 Overhang Top 17.6 55.2 0.14 0 6.6 17.6 55.2 -0.36 -17.1 Overhang Bot 10.0 53.4 0.80 36.7 A Leeward Roof 17.6 55.2 0.86 -0.57 0.18 -27.1 -37.0 -17.1 B Windward Roof 17.6 55.2 0.86 0.14 0.18 6.6 -3.3 16.6 17.6 55.2 -0.36 -17.1 -27.0 -7.2 C&D Roof 0 to 8.8 ' 55.2 0.86 -0.90 0.18 -42.7 -52.7 -32.8 8.8 to 17.6 ' 55.2 -0.90 -42.7 -52.7 -32.8 17.6 to 35.2 ' 55.2 -0.50 -23.7 -33.7 -13.8 35.2 to 145.0 ' 55.2 -0.30 -14.2 -24.2 -4.3 WLS4 - [1.11] Copyright© 2020 SDG, Inc. Page 11 of 13 , * 1 Codered Roofers for EFTX Building 2 July 22,2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) I G Cp I GCpi I ExtPres (psf)l Net w/+GCpi (psf)l Netw/ -GCpi (psf) C&D Roof 0 to 145.0 * 55.2 0.86 -0.18 0.18 -8.5 -18.5 1.4 E Leeward Roof 17.6 55.2 -0.57 -27.1 -37.0 -17.1 F Windward Roof 17.6 55.2 0.86 0.03 0.18 1.4 -8.5 11.4 17.6 55.2 -0.44 -20.9 -30.8 -11.0 G&H Roof 0 to 8.8 * 55.2 0.86 -0.90 0.18 -42.7 -52.7 -32.8 8.8 to 17.6 * 55.2 -0.90 -42.7 -52.7 -32.8 17.6 to 35.2 * 55.2 -0.50 -23.7 -33.7 -13.8 35.2 to 45.0 * 55.2 -0.30 -14.2 -24.2 -4.3 0 to 45.0 * 55.2 -0.18 -8.5 -18.5 1.4 This is load case 1 in ASCE 7-05 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 - [1.11] Copyright© 2020 SDG, Inc.