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 (2)
SHUTTER CORPORATION 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545.3297 PropertyPropegy Information Building Information Owner: Linda Kuehn Wind Zone: 170 MPH. Address: 8588 Gallberry Circle Exposure Category: B Port Saint Lucie,FL 34952 Minimum Building Dimension: 35 ft. Mean Roof Height: 15 ft. Jul Risk Category: 11 Design Pressure Calculations Opening Location Device Device Device Max Positive =aNegative Number Zone Width 1[ (in) Height(in) ElevatiIFon (ft) Pressure(psf) sf) CP-1 Int 31.25 60 7 28.0 -30.4 CP-2 Int 31.25 60 7 28.0 -30.4 -- ._......- .....-----.._.....................-----._.._.............-...._..............._.__._.._...._..- -....._....._........_...............__....-- --..--....._...._...._.. ---- -.... ---- A 1 End 56.25 47 7 27.4 -35.8 CP-3 Int 19.25 47 7 28.5 -30.9 __..._.........._..._..._.._.._.._..............---._.............._......_._......_.........__._......_................_......... --............__...._..._._.._..,..__...-..................__..................................................._.................._.......__....... -......_..................................................-.._............._.._..................._._._..._....._....._....__....... ........._.. A 2 Int 36.75 47 7 28.2 -30.6 ---..............................._............----...........--- ....._.._.. -._......---._._...- --........................_.-----..._._..........._......_...._............_..........__......_......_-----.._.. ---....._..._........................__........---- --._._..._.............................._....................._ CP-4 Int 31.25 47 7 28.5 -30.9 .................................................._.._..-----.....................................----..__.................._..............................---..........................._.......-----..._.._......................................................_....-..--............................................._................................_.........----------...................._................._......_......_.._................_...._............._. A 3 Int 33.5 33 7 28.5 -30.9 A 4 Int 85.5 90 7 25.5 -27.8 - ----_...--- --- ---.............. . ._.._................._.-...........-._.-._._.._...._..._._.._._........_........._...........__.......-- ...-------------------------._._._......_......... ------- -....... --- - A 5 End 36.75 60 7 27.7 -36.5 -- -.._.._._..-. ---..._...............--- ------..._.. --.._--- --..........- --- --- -._..__...._...._ -..._._...._.._............ A 6 Int 111.5 60 7 25.7 -28.1 ..............._..-----._._....._._.........._....._..._...----.................. ----...----.._._.._._..--------------:..._._...........---......_..---..........._-------...__............._._ __._._...._..---.._.._. A 7 End 111.5 60 7 25.7 -32.4 CP-5 End 31.25 60 7 28.0 -37.1 ---........._...._...._.......__ ........._..----._..._..__..._........................._..............-.. .._._. ........._.__:..._............._.................................................---._.................................:._................_......................................_._..._----------------------._......--................................._.............. __.._.. A 8 End 36.75 60 7 27.7 -36.5 ..-------.............. .............................--------..............._....................._....._........._............---._........_-._._.........................................._..........--.............................:..----.._._.---..........................................._......._._-._...._.. -- ---------...................................._...... _ A 9 Int 36.75 60 7 27.7 -30.1 ......._.._.....__...................-----........__......_......................................__.... ..........__........................................_.............._...........................:........_....................................................._...._........_.............................._..........................__.........._....................---.......................:_.....................__....._........................._............__...._.._.... A-10 Int 36.75 60 7 27.7 -30.1 CP-6 Int 45 15 7 28.5 -30.9 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page l of 1 Identification Schedule for Opening Protective Devise or System (The lbllovving mininnim information shall be provided to facilircite plan review and inspection gf'ihe proposed installation,opening,protecrive device orsystenr) Address: 8588 Gallberry Circle, Port Saint Lucie, FL 34952 Type of Structure: .PERMIT#: Dev. Device Device Shutter ShutterI Anchor # Type MaApproval Pf�Ss�n' SQ�i� Width Height kicker S 'cllla '$ `TT A 1. ' Accordion A.S.S.A. FL 389 R9 . = 35.8 44 56.25 47 Tapcon 10-10 Frame ......._.._._...._......_.................................... ..................._......................................_......................................................................._...................................._... A 2. Accordion A.S.S.A. FL 389 R9 - 30.6 44 36.75 47 Tapcon 10-10 Frame ...... ......... ....... ... ...........:.....:..w.......-...................................................... . ........................................ ..... A 3. Accordion A.S.S.A. FL 389 R9 -30.9 30 33.5 33 Tapcon 10-10 Frame A 4. ` Accordion A.S.S.A. FL 389 R9 -27.8 84 85.5 90 Tapcon 10-12 Fran,eic°„�re�e A 5. Accordion A.S.S.A. FL 389 R9 -36.5 57 36.75 ' 60 Tapcon 10-10 Frame ..................._.._..............__.........................................._........................................................_..............................................................._..........._..._.._..._............._............................................................................................................................_................................_.........._..............._................................................................._.__.._..._........_......................................................,......... A 6. Accordion A.S.S.A. FL 389 R9 -28.1 S7 111.5 60 Tapcon 10-10 Frame ..............................................................._.__..................................................................................._.............................................._....... ....._.........................................................................................._.............................................................,..............................................__........................_.....;...................._..............._._...._................................................_.........._............_....._.............................................. A 7. Accordion A.S.S.A. FL 389 R9 - 32.4 57 111.5 : 60 Tapcon 10-10 Frame A 8. Accordion A.S.S.A. FL 389 R9 -'36.5 57 36.75 ' 60 Tapcon 10-10 Frame A 9. ' Accordion A.S.S.A. _ FL 389 R9 - 30.1 57_ 36.75 60 Tapcon 10-10 _ Frame_ A-10.' Accordion A.S.S.A_ FL 389 R9 - 30.1 57 36.75 60 Tapcon 10-10 Frame CP-1.1 Clear Panel EMS FL 28390 30.4 60 31.25 60 Tapcon 12-12 Frame ----... -- - - -..........._........-- --- - -----.. ..... ; -....----......_..-- ------...; CP-2J Clear Panel EMS FL 28390 -30.4 60 31.25 60 Tapcon 12-12 Frame CP-3.r Clear Panel EMS FL 28390 - 30.9 47 19.25 47 Tapcon 12-12 Frame CP-4. Clear Panel EMS FL 28390 .-30.9 47 31.25 47 Tapcon 12-12 Frame .........................._....<.._.....------------------ --...- .._...... ...........-----..._....._....._..._._............:..........._.._.._..........................- - ...._..- --- -......---------.-.-._............... -.._.__......._.......__...-----. ._..__................. -..---.... -..._..........._......................._._.................._ CP-5.' Clear Panel EMS FL 28390 --37.1 60 31.25 60 Tapcon l 12-12 Frame CP-6, Clear Panel EMS FL 28390 - 30.9 45 45 15 Tapcon 12-12 Frame _........:............................. ...... ..................... ............................. ............................................... ...... ......... .................................................... ... .... . ....... ..... ... .......... ............. ..... ..... .........................._.._................... .._ ._.......... . ... .................. ......... ..... .... .....