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Design Pressure Report
NewSouth WINDOW SOLUTIONS 01-A W-+ o-1- acnnh FI glAr19 • SA I-719-9nnn •CRC 1330822 Page 1 of 2 Building Information Property Information Owner: Grace & Lyle Kopp Address: 7412 Laurels PI Port St Lucie, FL 34986 Wind Zone: 170 MPH. Exposure Category: C Minimum Building Dimension: 25 ft. Mean Roof Height: 15 ft. Device Max PositiveMax Negative Elevation (ft) Pressure (psf) Laessure (psf) Risk Category: 11 Page 1 of 2 Desi n Pressure Calculations Device Max PositiveMax Negative Elevation (ft) Pressure (psf) Laessure (psf) Opening Location Number Zone Device Width (in) Device Height (in) 1 Int 35.50 48.50 7 37.4 -40.6 2 Int 35.50 48.50 7 37.4 -40.6 3 Int 72 36 7 36.4 -39.6 4 Int 51 61 7 35.9 -39.1 5 Int 51 25.50 7 37.8 41.0 6 Int 24.75 75 7 37.1 40.3 7 Int 61.50 30.75 7 37.1 40.3 8 Int 24.75 75 7 37.1 40.3 9 Int 51 61 7 35.9 -39.1 10 Int 51 25.50 7 37.8 41.0 11 Int 36 24.50 7 37.8 -41.0 12 Int 36 73 7 36.3 39.5 13 Int 36 73 7 36.3 -39.5 14 Int 36 73 7 36.3 -39.5 15 Int 36 73 7 36.3 -39.5 16 Int 36 73 7 36.3 39.5 17 Int 178 95.50 7 31.7 -34.9 18 Int 60 22 7 37.8 41.0 19 Int 60 22 7 37.8 41.0 20 Int 71.50 95.50 7 34.0 -37.2 21 Int 72 22 7 37.3 40.6 22 Int 52 -T3 7 35.4 -38.6 23 Int 52 73 7 35.4 -38.6 24 Int 52 73 7 35.4 -38.6 25 Int 52 22 - 7 37.8 41.0 Page 1 of 2 NewSouth WIN DOW SOLUTIONS ncnc k -K -e ai.,.t wed anIm Runrh FI 33e09 • SAI -719-9000 • CRC 1330822 Propeq Information Building Information Owner:Grace &Lyle Kopp Wind Zone: 170 MPH. Address: 7412 Laurels PI Exposure Category: C Pon St Lucie, FL 34986 Minimum Building Dimension: 25 ft. Device Width (in) Mean Roof Height: 15 ft. 26 Risk Category: II Max Positive Max Negative Design Pressure Calculations 37.8 -41.0 37.8 -41.0 36.3 Opening Number Location Zone Device Width (in) Device Height (in) Device Elevation (ft) 26 Int 52 22 7 27 Int 52 22 7 28 Int 36 73 7 29 Int 52.75 14.50 7 30 Int 52.75 14.50 7 31 Int 52 73 7 32 Int 71.50 79.50 7 33 Int 51.50 72.75 7 34 Int 51.50 25.75 7 Max Positive Max Negative Pressure (psf) Pressure (psf) 37.8 -41.0 37.8 -41.0 36.3 -39.5 37.8 -41.0 37.8 -41.0 35.4 -38.6 34.4 -37.6 35.4 -38.6 37.8 -41.0 Prepared in accordance with: ASCE 7-10. Chapter 30. Wind Loads-Compownts and Cladding. 61h Edition (2017) Florida Building Code. Page 2 of 2