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Wind Load Calculation
Property Information Building Information Owner: EUGENE D'ANDREA Wind Zone: 170 MPH. Address: 3300 CARACAL DR Exposure Category: C FT PIERCE,FL 34949 Minimum Building Dimension: , 36 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 Int 72 61 7 35.1 -38.3 --- 2 ------End -- ----25.25 70.25 7 - 37.3 -49.6 3 End 73 70 7 34.7 -44.4 .....-...................... -- ---- -- ---- -- 4 End 25.25 70.25 7 37.3 -49.6 ------ .-..------....-..--.......................................--..........................................................................................................................................................................................................................................--- --- ................-- --........_...._.._....-.._................................................... 5 Int 25.25 61.75 7 37.6 -40.8 ..................................................................................................................................................................................._........................................................_............._.....................:...........:.................-------:..__................__._ .........._....------ ...........------...............--............--- 6 Int 35.75 61 7 36.8 -40.0 _.-._......................-------...._..........._...............-----...-......................._..............._._......................_...........-........----............................._..._.-...................................... ..-................_-. ..................... ------------ 7 Int 51.75 61 7 35.9 -39.1 _._._...._.._........_.... _..._.....................-- --.._.._....._..- ---................_.... _-..._...............-- -.._._...._....._._-..._-..._.......--................................... .. ._.............................................. 8 Int 25.25 70.25 7 37.3 -40.5 -------....._................----._.................. -............................................................................_.... -----...........- ---..........._...- -._......................- 9 Int 25.25 70.25 7 37.3 -40.5 --._..................--------..........._.._..._ _.._.........--- --....._.............-- -.._................._..------.._............................................_......._._...__............._...........--.........._...__._...._.............._................._.........._._..__.._._._.................................._. 10 End 35.75 70 7 36.4 -47.9 ............. --- ---- ...._:.__............---..__........... .......-.........._.__...__............................_... ._.........-........................................................................................_........_............ __..._....._._.._._........_..---_._.._....._.-- ----___.._.......:_._._.._...._.__.._. 11 Int 35.75 70 7 36.4 -39.6 ..........................................._........_...__....--..._.._..._._.....------.._._........................---- ---..................._.....----..-.-.............................--......................................................._.._......_.._....-------...._.....--....- - ..._._.......__...._._..-- .._._.......................-._ 12 End 35.75 70 7 36.4 -47.9 ----..._.............................--.................................................--......._.._.._.........._...............................----._................................--------.........................-----......................................--..................................................... -----..............._._..._......_......----..._._.............._............._ 13 End 35.75 70.25 7 36.4 -47.9 . -----...-..............._......__...................................................._._.....---._..._..._..................... ---.............-.._.__ ................- ---...........................-----...........................................................---.........._.._......................._..------._.......__....._.._. 14 End 35.75 70 7 36.4 -47.9 --..._._._.......... --- ...__...........----......_........._......._._......................................................_..................................._....__.._.........__.._..............................-------..._.........._..............._ ._.................._.----..__.........------.-........_.................... 15 End 35.75 70.25 7 36.4 -47.9 -----16--------..--..............End..........-......................_............................ 35.75-------.............._...._..._ 70.25-...............----.--._......7........- -._......_.................36.4.........................._..._....................._..._.._.._..._47.9..................................--- - ...._........._......__. _..........................._...._..._-...-...._............................--......................._......................................................_._._._........_................................_._.._......_............................._.....----......_........................... .............---....._..--- 17 Int 35.75 49.25 7 37.3 -40.5 _.........._.. ,...-----_-.............................................................................._...._....._._... ..........----._._....._..__......_._._.................------._.._................- ----...._.................-...........-_._. _.................................................... 18 Int 35.75 49.25 7 37.3 -40.5 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. 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