HomeMy WebLinkAboutWind Load Calculation S H U T T E R C 0 R P 0 R A T 1 0 N
12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455
PH: (772)-545-3300 FAX: (772)-545.3297
Property Information Building Information
Owner: Donald and Christine Glies Wind Zone: 170 MPH.
Address: 9005 Houndslake Ct Exposure Category: C
Port Saint Lucie, FL 34986 Minimum Building Dimension: 40 ft.
Mean Roof Height: 18 ft.
ok Risk Category: 11
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
CP-1 Int 53 73 7 36.8 -40.1
_.._..._......................................----.........._..._..............................._.... ........................__....._................._........................_...._.........................._...................._...-......_........._._..................._................-_................_.__............................_.................................__..._.._........................----._...._........................
.....-
1 Int 60 136 7 34.8 -38.2
2 End 72 84 7 35.6 -45.3
—.............._..__._.._ ._..... - —..__.._.._._._...._—._....__._._............_._-......-----...._.......................-----._:_._..-_..............................._..�- ...._...._............................_._..._.._._...._..._._............... ---....................... --....._..._..........._._._......_-
3 Int 93 93 7 34.7 -38.0
--......................---- -._......_..--._..__..__................._._..........._...._............._.......---....._......._._.._—.-......._....----._.............................--.......—._......................._...- ----- ............ ----- ..........__....--- ....._............._.......
4 End 136 70 7 34.5 -42.9
_._.._......._.........................................--....__....._......................--.......---........................._..._....—..._._..__.............................—_..._..._.........................................—............................................_......__._._......................................-----..............._......---........---._..................-...._....:......__._..............
5 End 44 45 7 38.5 -51.0
6 Int 44 45 7 38.5 -41.8
- .._...._..._.__...__.._.__...... ---..._..................._.....- -....- ._.........................----.._....................._.....--............--......................................-......._....._.......----._.._.............................._._.........__..._........................-—--................._.....---....._................_......_..-._
7 Int 34 57 7 38.5 -41.8
—........................ ---....--...................._._.....---.............._........_.........._.......--....._......._----.........._............----...._._.................................---..._.._..._........_......._...__...._.—_.._........................_..----....._.._ .............----....._...._............_.........._.........
........................._
8 Int 57 64 7 36.9 -40.2
-._...- -- .._..-..._...— ---...........-- --............._._.__ ---- ....----.................----._... - -....---.. ........._........ — - -.._........_............__.._._...-
9 Int 31 64 7 38.5 -41.8
_..........----. _.
................ _._..........----........--........-- ..._.....-...----......-..............----_....---....................- --..........._...— - ....- --.._......_............_.._....---...........
10 Int 44 57 7 37.9 -41.2
Prepared in accordance with:ASCE 7-l0,Chapter 30. Wind Loads-Components and Cladding.6th Edition(20/7)Florida Building Code.
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