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Property Information l Building Information Owner: Cindy&Tony Feerick Wind Zone: 160 MPH. Address: 513 Paurotis Ln Exposure Category: B Ft Pierce,FI 34982 Minimum Building Dimension: 24 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(i)-f) Pressure(ps fl ..................-.................._._................................................ .............................. ..._..................- _..................__......_.................._...._............................................_.---.._............. nt . - .................. - ..._........_........................_.................._.__....__.........._........ ._.................._...._....._..._....................................._._...................................... ------_...._........._...........__...................._..._.._...._......... ___.... .. ..._ .................................................................................................._...._...................................._......_............................................._........................._..... 4 Int 50 61 7 30.9 -33.6 ..-........___..._._...........................................__.......---............ ..__.._...__...._................_.._..................._....._..----___--.-........................._.....__.................._.. _.--................_._...._..-_.._...._......__............._...-----._.... --.._._._................... .._..__. 5 Int 72 61 7 30.1 -32.9 ....._.. ........... ....... ..__._..._. _ _. ...... ......... .__.... _ . ..................._. . ...... __ . .....- .............................. 6 Int 34 34 7 32.5 -35.2 ....... ......... _...................... . ..... __. .. ......_. ........ 7 Int 72 61 7 30.132.9 _ .... .._.... .._. ... .... _ - . ..- ...._._ _...... _...... .-.--. _.......—.1 ... -- 8 Int 72 61 7 30.1 -32.9 ....... ........ .... . _.._..... ...... . ....... .. _ ... ......... ...... . ..... .-..................... ........... .. .... .... ...........--- 9 Int 25 38 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1