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Property Information Building Information Owner: James&Carol Scott Wind Zone: 150 MPH. Address: 18 Vera Cruz j Exposure Category: B Ft Pierce,F] 34951 Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 53 55 7 27.2 -35.6 ......_..._........---...._._ ......................_.._..--- - ...._................_..........__....._.............._..................................._.._.._.._.........._..._.................._.............._....--................._..._........_...-..........._....................._._...._..__..__....._................_...._........-----.._...............---..._................._....___.. 2 Int 53 55 7 27.2 -29.7 ._._.........._..---------------.................-..........--- .._...._................._.................----......__........................_.........._..._........---.....................__.................._..._.......--._........................................__.._._._...---........-......._....__ _............._.-----------------..............__..._........._......_...._ 3 End 53 55 7 27.2 -35.6 ...........................__._...._._._.........................._.._............__.._...................................._.........._....__............._....................................._......--._...................................................................................................._...._.....----........................................---.........................._..............__.._......--............._............._........ --.. 4 Int 72 80 7 26.0 -28.4 ............-_--_....._......._..............................._......................................_.............................__..................._................................._..._.._.-...._......__.................._............_..................................................._..----........._............................._._.............. ..._..- .................................. 5 Int 74 55 7 26.6 -29.0 .._............_..........--...._._............__.._.............__.._..............._.__._._..._.._..._._.-----------.._.__.._........._..............._..- ------._....................._...........---........_..............................._....------....._..........._....._................._........__.............. ....................._........................................._._.... _..__.. 6 Int 26 40 7 28.5 -31.0 --._..._.......__.._......__..__.......--........_._.._........................._....................._...........__... _-_-..__............._..........._._...--._....._._...._........._.._.._.........._................................................. __..._.._.._......._.....__..._........ - .._.--.._.........._.........__.__..........._......._.._.._.._.__._.._.._.._._. 7 Int 26 40 7 28.5 -31.0 Prepared in accordance with:ASCE 7-10,Chapter-30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1