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Design Pressure Calcs
tt Property Information Building Information Owner: Charlie Fleming Wind Zone: 160 MPH. Address: 34 Lagos del Norte Exposure Category: B Ft Pierce,Fl 34951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening LocationIF Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 53 55 -7 31.0 -40.5 ---._....2_....._..._ --.._........._...............Int..............__........._-..-_..._..............5..---................_..__................................--...5.5......................... ----._.........7 --....._...............--...--31.0 -._.................. ....___3_............... __.. ,3.7 —.................._...---..-............................. _................._..............................._._.._.....---....._............_ ..._._._....— —...---- -...............................- -- 3 Int 53 55 7 31.0 -3,3.7 ......................................_.............-- ---....._.......------- _._._. -- --._......-_...............- ---.._...... —_._..........—- ----_._. ................. 4 End 108 84 7 28.6 -35.7 ---- -- -._ .......... __.._...._..- --._.._... --......._........._.................... ....... ----....................-----........I............._.. 5 End 108 84 7 28.6 -3,5.7 - --. _-.-._.................... _.._..._.._.............._._._.. ............._....... --................_ ...................................._.............................................._................_.._.............................................----._....................... ...._ 6 Int 112 84 7 28.5 -3;1.3 ........................................................................__...._........__.._......._........................................................................................._..._.._..._..._._....................................._..._......_..............................._.......__..._....................................__.................-............................................................... _..............................---.. 7 Int 74 55 7 30.3 -3,3.0 8 Int 26 38 7 32.5 -3'5.2 9 Int 26 38 7 32.5 -3'5.2 II I ' I i Prepared in accordance jwith:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. ' Page 1 of 1