Loading...
HomeMy WebLinkAboutWind Load Calculation r SH UTTER COB P O R A,T ! ON 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-5453297 Property Information F Building Information Owner: Ron&Lisa Herman Wind Zone: 170 MPH. Address: 5000 Indrio Rd Exposure Category: B Fort Pierce,FL 34951 Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location DeviceIL Device Device Max Positive Max Negative Number Zone Width (in) Height(in) [Elevation (ft) Pressure(psf) Pressure(psf) AS-4 Int 46 91 7 29.0 -31.6 ----- ---........._........ ---- - - ----- -- -- -._......._.... ------- - - AS-1 Int 46 91 7 29.0 -31.6 ----..._............._....-------..._..........................._..__......- --- ............ ...__...........................................__._...._....__...._..._........._...----.............._...----..._.........._......-------..._._.._..- .....__._._._...._........................................ AS-2 Int 94 70 7 28.1 -30.7 AS-5 Int 46 91 7 29.0 -31.6 .----..........._......_..._._._._.__.......--..._..- ...-------.._._....._.__ _...------ --..._..__............................-..-----....._.......................--..........._......_.........-............._.._..._....------...._.........-----..._....- -......._._......__..- AS-6 Int 76 64 7 28.7 -31.3 -- .........- -------................................_............. .................... - -...__....---. _.....................-----.._...........................------ - ... -- --._.. .................... - AS-7 Int 76 64 7 28.7 -31.3 ---._-.........................----._............._..._..._._..__....__ _..........- -- ---------.._.........................------.._.._............_..------ ...- --.......- --- .... -- -......._----- AS-9 Int 58 64 7 29.2 -31.9 AS-8 Int 123 64 7 27.7 -30.4 --........._........_....._..-----.._...............:......-........._.........._........................................................._.._..............._..._...........,............._........_..._.....-_....._....................__....._..-.....................-._........_....._..._....._._.__................------------...__.._...-...._...._.._........._.._..._...-- AS-3 Int 94 70 7 28.1 -30.7 1 Int 27 66 7 30.7 -33.4 . ----...__.................__.._..---.._...._..----..........--- -._.._.. -- ------ - -- - -- 2 Int 25.25 66 7 30.9 -33.5 3 Int 145.25 66 7 27.3 -30.0 -.._._.._......._._........_..--- -........................................._ ._..._....._..................---.................--- ---- ---- - ------ -------------......................._.__..- 4 End 73.25 87 7 28.2 -35.7 5 Int 73.25 68 7 28.7 -31.3 _..-....-.....--......................---._..._.............-......................_....._................_......................................_._.._..__........_........................_...._.........................._.........................................._........................................................__................_....__......_............._........_........._.......---...............................--........-- - 6 Int 25.25 42 7 31.2 -33.8 7 Int 55.25 83 7 28.8 -31.5 --................_....-.-----.--...._......-...__-- ----__..,._...._..._.--- ---.......--__.......................................--- 8 Int 37.25 44 7 30.9 -33.5 ----................................_....---._........._...................__......_....--............_......................_._._.__....._............................_............................................................................................_..................................__.._..-....................----......._......._.._... ----... ---- ----- - 9 int 73.25 66 7 28.7 -31.4 - -- --- - -----......................._.....-- 10 Int 49.25 42 7 30.4 -33.1 Prepared in accordance frith:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page I of 1 Identification Schedule for Opening Protective Device or System /1'f7e_fo110-Wing mn7inn[n7 it formation shall be providers to facilitate plan review and inspection of t17e proposed installation,opening,protective device or systen;) Address: 5000 Indrio Rd Fort Pierce, FL 34951 , Type of Structure: PERMIT#: Dev. Device Device Sliutt.er i Shutter Anchor # Type vltuiufacturer Approval Prsvre. 5��� Width i Height /�IueMo� Spacing S�6Sz�aTe AS-1. Grommet Screen Armor Screen FL 8363 R7 -31.6 41 46 91 Panelmate 12 Frame - ...... --._:.. __....... -----._. ........_.._..............._.._..._...------..........__._......---....._._....._._....._._..........._.---._.._........._.........._......_....._....._._.. .....:._.._........_......_...._...._....._.._....__...__.....__........._...._..... .... ---....._._._..........._..._....._.__...._-._...._........_......._.__....._.... AS-2.11 Grommet Screen Armor Screen FL 8363 R7 - 30.7 62 94 70 Panelmate 12 Frame ..__. _......... ....... .... AS-3.1 Grommet Screen Armor Screen FL 8363 R7 - 30.7 62 94 ' 70 Panelmate 12 ' Frame AS-4. Grommet Screen Armor Screen FL 8363 R7 - 31.6 37 46 91 Panelmate 12 Frame AS-5.11 Grommet Screen An-nor Screen FL 8363 R7 -31.6 41 46 91 Panelmate 12 Frame AS-6n Grommet Screen Armor Screen FL 8363 R7 -31.3 57 76 64 """`'""`"` °" 12 ; Frame ....................................................................................__..............................................._............................_...._.._...._......._..................................._......_.............................................................._..........._.._..................................._...._....._..........................................._.................................._.......... ..........._....;................................................ AS-7.1 Grommet Screen Armor Screen FL 8363 R7 - 31.3 57 76 64 P'"`''""`'` "" 12 Frame AS-8.1 Grommet Screen Armor Screen FL 8363 R7 - 30.4 57 123 64 r""`''» °" 12 Frame AS-9.1: Grommet Screen Armor Screen FL 8363 R7 -31.9 57 58 64 P.'n�l:n;:lc °" 12 Frame 1. Panel EMS FL 119654 R4 --33.4 64 27 bb Tapcon 12 Frame 2. Panel EMS FL 119654 R4 -33.5 64 25.25 ' 66 Tapcon 12 Frame 3. Panel EMS FL 119654 R4 - 30.0 64 145.251 66 Tapcon L 12 Frame 4. Panel EMS FL 119654 R4 - 35.7 86 73.25 87 Tapcon 12/12/6 �`J"'°'`°""°`` 5. Panel EMS FL 119654 R4 - 31.3 65 73.25 68 Tapcon 12 Frame -__......_._._..........._...._....._._.......__._........_._.._.._...-----... -----._.._..... -.._.._...---...._._- .......--- ... -- :..................__...__._... ... _ -...._..__._.._._-._....._....._...--- 6. 1 Panel EMS FL 119654 R4 - 33.8 40 25.25 42 Tapcon 12 Frame 7. ' Panel EMS FL 119654 R4 -31.5 80 55.25 83 Tapcon 12 Frame 8. PanelEMS FL 119654 R4 -33.5 42 3.7.25 44 Tapcon 12 Frame ..._._.................:.........................._....._........._........_._...._..................................._............................................_..................................................._........._...................... _.._........... .................................._..............................................................:..........................................................................._......................................................_._.......:................................................... 9. j Panel EMS FL 119654 R4 - 31.4 63 73.25 66 Tapcon 12 Frame ......_.........._......_._...._.............. ---.... ._....._......_......---.........................._....._......._...._._._.._---- ---- ._.._.._.........._............_._._.......--- -.._.....------._......_.._....._......._-... - --...-........------_....................................._..._.............-----..._-.-.._..............---....._.....;.........................-............ - 10. Panel EMS FL 119654 R4 -33.1 40 49.25 42 Tapcon 12 Frame i i I i 1 I i ......................__.......:.._._................._......._.-..........__..........._...............................__.......__....._.........._..._....__........_......._........................................_......._._................--...................-.........................--............... I