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HomeMy WebLinkAboutDesign Pressures Customer: SWIGERT WorkOrder Number: 09132019010 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 33.7 74.25 63.5 85.875 68.5 65.25 9"o.c. 9"o.c. 2 35.3 37 63.5 46 68.5 65.25 9"o.c. 9"o.c. 3 35.6 53 38.5 67.5 43.5 40.25 9"o.c. 9"o.c. 4 38.7 73 80.25 88 82.75 79.5 9"o.c. 9"o.c. 5 32.7 96.5 80 116.5 82.5 79.25 9"o.c. 9"o.c. 6 38.4 111.25 57 129 62 58.75 9"o.c. 9"o.c. 7 44.8 26 51 39.5 56 52.75 9"o.c. 9"o.c. 8 36.3 26 51 39.5 56 52.75 9"o.c. 9"o.c. 9 36.3 26.25 38.5 39.5 43.5 40.25 9"o.c. 9"o.c. 10 34.7 53 57 68.5 62 58.75 9"o.c. 9"o.c. Castle Impact Windows FACTORY DIRECT SINCE 1969 'L COMPLETE HURRICANE PROTECTION SOLUTIONS 1867 Dr Martin Luther King blvd Riviera bath,FL 33404 800.643.6371 Property Information Building Information Owner: SWIGERT Wind Zone: 160 MPH. Address: 6520 ALEMENDRA ST Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 45 ft. Mean Roof Height: 15 ft. JV Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure 0—Positive Pressure(pf) 1 Int 74.25 63.5 7 30.9 -33.7 2 Int 37 63.5 7 32.4 -35.3 3 Int 53 38.5 7 32.7 35.6 4 End 73 80.25 7 30.4 38.7 5 Int 96.5 80 7 29.8 -32.7 6 End 111.25 57 7 30.3 -38.4 7 End 26 51 7 33.5 44.8 8 Int 26 51 7 33.5 -36.3 9 Int 26.25 38.5 7 33.5 -36.3 10 Int 53 57 7 31.9 -34.7 I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 i i i I