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Design Pressure Calcs
- i i S H U T T E R C O R P O R A T I O N 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Property Information Building Information Owner: Robert Padovano Wind Zone: 170 MPH. Address: 10851 S.Ocean Blvd Exposure Category: D i Lot#17 Minimum Building Dimension: 30 ft. Jensen Beach,FL 34957 Mean Roof Height: 18 ft. Risk Category: 11 Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width (in) EHeight(in) Elevation (ft) Pressure(psf) Pressure(psf) P-1 Int 39 26 7 47.3 -51!.4 _...- ......_..._..........._......__._........_...........--..........-----....-............................._.......---._........._..........__..... -- ---- -----------------......_........-........_.............................._.._......._-...---._......_....-.....-- --...._..:._.......---- P-2 End 63 89 7 43.2 -55.0 __.......---..__.........._...........--................_......................._..................................--..._.._.....................................................................................--............--...--........_..................._......--.........................-........................_.........._._.................................:..........._..._............__..........;._......... ---- P-3 Int 33 94 7 45.0 -49.0 P-4 Int 33 94 7 45.0 -49.0 ............__._....._--....-.....................---....._..._........._.._.._........_............._._.............._.......-_____......__._........._._.........._......._...................__.........._............._.._.._....._._.........................................._................__._._...._.._...._...._-......._._...._......._....._...................._..........._.........._.................r........ ......__....._.__._._. P-5 Int 39 78 7 45.0 -49.1 - --- --- ---........_.._..------.......__.......--.-.._._...-_-........................_....... -._.-_..__..._.........._......._....-...---------..._...-.._..._._._............................_..............----.._....__.._.............._......... ..__.... RS-1 Int 89 93 . 7 42.0 -46.0 ---._........--.._..._...........__.........---.._.........._._.._.-._._.....__._._...__..__.._......_...........---------........._......................--------._.-............._......_....._............_..............._....._...._..._._..------... ...... --.._.. --.._._._...........---..........-......----....__...._........__..._... - 1 End 44 65 7 45.2 -59.2 2 Int 44 65 7 45.2 -49.2 ........................ _----._........................-------- - .......__.......---...__.......- _...----- . -.._......._.__............_._._...----------................._.......... -- - ..._.._._......__.....__._.._..__......:.._.._...---- 3 Int 44 65 7 45.2 -49.2 ---- -- -- --........-- ...._............._.. _..--- - ..__.......__..._.. ------.._................. - 4 Int 44 53 7 45.9 -49.9 _---.._. ._...._---...._..._.................._.._..._._.........-------............_.........._.._.........- .._....--- ...------.......__...__.................__. --_.._..._.._..........._._...._ --..-- ....----__... 5 End 44 53 7 45.9 60.4 6 End 24 53 7 47.3 -63.4 . _.....................................__....__..............._.._.......-..........._._..............._................_..._..............__..........._.._._........................._...._...........-......_....._...._...................._....--.._.__....._....___.._.- ..._..........___..____...._..__....._--....._.............._.-_-___._..............--........................._..._.. 7 Int 24 53 7 47.3 -51.4 __..........8 .... . Int............_._......._._...----..............._..34..---- ._........................-_42._._......................._----- - .._7.._.._.------....__._._._.........._.....47.3 .............:............_............_......__.._.5..................__........__._.. _..__ 1.4 _...................................................._.._............................................._........_................................._............._............-.........................._.._....._.._......_........_..............................._..........._..................................................._........._...........................................--........._...._..........__.................. . . 9 Int 34 42 7 47.3 -51.4 - --- -- --------------- ----- - -------1------- 10 Int 44 53 7 45.9 -49.9 - .........._._................_........_...._...._.__..._..................._. ....._............._._..._.........................._........._............. ._............._............._........................_............_.._..............................___:._._.........................._............._........_-..........__._.......-._............._..........__............._......._...__.............._....._f_................._..._....... ._...._. 11 Int 44 41 7 46.7 -50.7 _. ---...._.......... . ..........._.._.................. ----...._.__......................................................_.......-........_..---........_......................................--._.........._._................................._.-......_.__.........._...........--...-- ..............._._...._......_._.__.._ 12 _. End 44 65 7 45.2 5........................................ 9.2 i I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(1017)Florida Building Code. Page l of 1 I Identification Schedule for Opening Protective Device or System %1'ISc foll0-wing prcwided to facilirate_plarr_rertie:woriel inspection qf iir_t hropvsecl installation,opexirrg,protectrne device orr.rvsrentj - s Address: 10851 S. Ocean Blvd Lot #l7, Jensen Beach, FL 34957 Type of Structure: PERMIT#: Dev. Device Device Shutter i Shutter Anchor Approval Pcesss« S paa ! A r'at for Suis rr�fe # Type 1/mufacturer Width Height Spacing P-1. Panel EMS FL 11964 R4 - 51.4 25.5 39 j 26 Tapcon 12-9 ; Frame ......................_............_...._................._............................_..._......._......................__.._......_.......................__._...._.._........._.._...._...................._......._._......_._................._........_..._------................................................._...._._....._........._.....,.................---............_.. ................ -.._..._.._..___........_..............._..._._....................._.._....._._...................._...._..........._.........................._._.....__.......................... EM FL 11 4 R4 - - -2. Panel S 96 55 0 89 3 P 6 89 Tapeon n 12 0 9 Frame e P-3. Panel EMS FL 11964 R4 - 49.0 93.75 33 94 Tapcon 1.2-9 Frame P-4. Panel EMS FL 11964 R4 - 49.0 93.75 33 94 Tapcon 12-9 Frame 1 EMS FL 11964 R4 - 4 .1 - erne/Concrete P-5. Pane _9....__ 78 39 78 Tapcon 1212 .................<........................._........................................._............_..................................................................................................................................._........_............................................................................_. ..........................................................._..........._...._.......................................................................................................................................................................................................... RS-I.i Roll Shutter ESS FL 12246 R4 - 46.0 80.75 89 93 Ul7raconl 6-6 Frame ......................................................._._.........._..........._.........................._................................. . .._............................._................................._..._......._.........._............_........ ..... ......__...._._.._......... .............-..............._..........1........__._....-.._............._....._..........._..........................._..........._.................. .. 1. Accordion A.S.S.A. FL 389 R9 - 59.2 ` 62 44 65 Tapcon I 10-10 Frame 2. Accordion A.S.S.A. FL 389 R9 - 49.2 62 44 65 Tapcon 10-10 Frame _3. _ Accordion -- -- A.S_S_A A. FL 389 R9 -_49.2 62_ 44 1 65 _ Tapcon _ 10-10 Frame 4. Accordion A.S.S.A. FL 389 R9 - 49.9 50 _ 44 ! 53 _ Tapcon 10-10 Frame 5. I Accordion A.S.S.A. FL 389 R9 - 60.4 1 50 44 53 Tapcon ' 9-9 Frame 6. Accordion A.S.S.A. FL 389 R9 - 63.4 50 24 53 Tapcon 9-9 _Frame ------- - - ---- - - - --- ---- -- ----- - -.-- 7. Accordion A.S.S.A. FL 389 R9 - 51.4 50 24 53 Tapcon 10-10 Frame ---......._._._......__.__..._...-- _..----.._.........._........_.. --.._-..._.__... --.._._._..-- -..__... .....--------.._.__.......-----...._............ ----....._._.._......__...- ------ ---- - _...__.. ----- ----- -- 8. Accordion A.S.S.A. FL 389 R9 - 51.4 39 34 42 Tapcon 10-10 Frame -- ..................._...---- --.......---...._..._._.__.... ---..._..........._._---...---.._.._._..........._..-- ---=---._..................._.__.......--- -- -- _._..._.._......_..---.....----..._........._...... _..--- - ......... 9. Accordion A.S.S.A. FL 389 R9 - 51.4 39 34 42 Tapcon 10-10 Frame 10. ' Accordion A.S.S.A. FL 389 R9 - 49.9 50 44 53 Tapcon 10-10 Frame 11. Accordion A.S. FL 389 R9 - 50.7 38 44 41 Tapcon 10-10 Frame .................... :.......................__......_...........-.........._._..._......................___...._..__._...._...._.____.................._............._..............._...__.................. ................._............_..............................__..._-....._................;........ .................._.................._.. --- .:....._.__...__...__......_........ ....._._........._..............__.._.._.................._ ............._.......- --.......... 12. Accordion A.S.S.A...... FL 389 R,9 ...-.........5......9.2 62 44 65 Tapcon 10-10 Frame i..........._.. .... _ ...__.._......- ... __.._..._.............._............._.......... i i i ..................._...._..................__..........._..:.._................_.__..._................_......................._..._..........._............_._.__......_................._.._..................._............................................_....-------............... ......._........................................................_..s.........._...................._...._................._....__..._..........!....._._........----...._._.... - ........_.._.......__.._......� ._........_.........._........._..._........._....._...........................__..... I