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Wind Load Calculation
SHUTTER con P o n A.T t O N 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Property 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. Risk Category: 11 Design Pressure Calculations LF_Opening Location Device IF Device Device Max Positive EMax Negative Number Zone Width(in) Height(in) Elevation (ft) Pressure(psf) Pressure(pso 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 A4 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. hind Loads-Components and Cladding.61h Edition(2 017)Florida Building Code. Page l of 1 Identification Schedule for Opening Protective Device or System (The following mininnan information shall be pr-orided to•fac•ilircne plan review and inspection of the proposed installation,opening,protective device orsystenr) Address: 8588 Gallberry Circle, Port Saint Lucie, FL 34952 Type of Structure: PERMIT#: Dev. Device Device Shutter Shutter I Anchor Type vl�untfacturer APProv�l f�r-eSScft -SgAtJ ?ltt Aioc,xc S civa Width Hei 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 ... ._..... ....................................................... ........................................................ ... ............................................. ..... ..... . A 3. 1 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 Frame/Concrete 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 57 111.5 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. 1 Accordion A.S.S.A. FL 389 R9 - 30.1 57 36.75 60 Tapcon 10-10 Frame A-10.q 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-2. Clear Panel EMS _ FL 28390 -30.4 60 31.25 60 Tapcon 12-12 ; Frame CP-3.' 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 12-12 Frame CP-6.1 Clear Panel EMS FL 28390 - 30.9 45 45 15 Tapcon 12-12 Frame ............. ....................._.........._..........__...... ........ ................................_...................................................... ....._........_........_...:........._....._..............:............................................. . . ..................... .......................... _......................._. i ._...................................................._..._............_... ..............._.._................. .................. .................................................. ......... ......_..... i