Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Wind Load Calculation
12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33.455 PH: (772)545-3300 FAX: (772)545.3297 Property Information Building Information Owner: Curt Clemens Wind Zone: 170 MPH. Address: 8032 Links Way Exposure Category: C Port St Lucie,FL 34986 Minimum Building Dimension: 50 ft. Mean Roof Height: 18 ft. UL Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) J Height(in) Elevation(ft) Pressure(psf) Pressure(psf) CP-1 Int 30 24 14 39.3 -42.6 ----................_.._................_...__._._._....._...._._.........._._.._.__.-........................--......_............_..._......_............._._.._......_.................._..--.................._.._........................................................._-.............._....._..........................---....._..........................---....._._....................................._ CP-2 Int 80 Is 14 38.3 -41.6 - 1 End 21 78 7 38.4 -50.8 .__..............._......_.............-------..................................--- ............. ------:......._.._...................._......__._.:_..__.........................................__.-.......__..................................._._......-.--.........._......................._.---.._.._-....__._.._..............................._... .......__:...._....._............ 2 Int 66 86 7 35.8 -39.1 -._..._......................-------._......................._._. ..._......._...................._.. -......................_..------._.._...................._...._. .....---....._.._.........._........__..._...............-- -----.-....__............................._...-- 3 Int 21 78 7 38.4 -41.7 ......-._.........._-..--......................._..._....-- ............ - ----- ---.........._....._.............._..----.........._---..............._...._....-------.-........................_...... ---- 4 Int 63 108 7 35.3 -38.6 5 Int 82 136 7 34.0 -37.4 _..._.............._....._................_..............._........._..._- ........................................--.......---.._....._.............................._...._........_--.._..:............................._......_......------._..... ........_........................._....._.........._........._........._.__......_.................................-----------......._.............................. -- 6 Int 78 127 7 34.4 -37.7 ._....................-.........._....._..---.....................__._._...........__...-- ....._...-------..............._..........----.-.._._._......................_._..-. .__._.._......................._..- -._..__...........-...-......_......._......---...._ -.._.........................._ 7 Int 63 ' 81 7 36.0 -39.4 ---.._..._..----..-._..._._...._......__.._...__...__..._... .... -------...................._.._...------- _._-----..._...........................----....._.. ----- -- 8 Int 34 70 7 38.0 -41.3 ..............................-- -._..._..............................----......----............................_....-.....................---........................._.........._...- --- -..._................................. --................-.--.._............_......_..... --------................................._. 9 Int 63 81 7 36.0 -39.4 10 Int 63 105 7 35.4 -38.7 _ __.._..._..----.........................................-----._............................--...._-._...._.........._._...._.........-............._..__..........__...----.._..__.._..................................._........._..._._.__............_....._....._._.._......................._...._..._..- ._..._...._.:......................................_. 1 I Int 63 105 7 35.4 -38.7 ---.._....................... _...--....................._........... --...._..-----................................-- ---- ----------..................._......_._.._......_._. _.................._--............. 12 Int 63 105 7 35.4 -38.7 .............................._- ----. ................._. ..............- -.._._._.__................................----- -........._................................._..- .......------......_......_.........................-- -....... -- -...__..............................------- 13 Int 83 103 7 34.7 -38.1 14 Int 24 105 7 36.9 -40.2 -...._.........................................._.. _........_..._._..._.. --..._......................._....._........_.......--........_......_.........__.............................................__......._._.__...---......._......_...................---......._.._......._......_._..........._....--- _............._......................------.......................-...... .._:_... 15 End 328 119 7 30.9 -35.7 _.............__._.._...........................----....-- -._............................._-----........__----._.................................. --._........:....._...._....._.._............_...._...------- ............_......__............._... 16 End 103 117 7 33.9 -41.7 7....._.__....._...._....._._..._..._.....Int.----- ---......_........34......_...--..__...._...._.......----_-........g_�........._._....._.....-- ----_..�...................._................._._.........._..._........6_....._.........................._ -40.9 ............. _..__........:.__...... .............-..................-.._.............._..----- .._.........................__......_...__.-._....--......_.._...__.:..:_.............................__..._...............__.-._-......................................._........_._..._....-..._.__..........-.........---.._................................--------:._....:...._............................._._..__. 18 Int 34 81 7 37.6 -40.9 Prepared in accordance with:ASCE 7-10.Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1