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HomeMy WebLinkAboutWind Load Calculation (2) Ldent.ification Schedule .for Opening Protective Device or System r1 he. "110-wing rninimurn it forrrratiolr shall be provided to zcilirate plan review and inspection of the propased installation, opening,protective device or tivstem) Address: 5000 Indrio Rd, Fort Pierce, FL 34951 , Type of Structure: PERMIT#: Dev. Device Device Shutter ; Shutter Anchor ## Type Manufacturer Appro�-al P`essvre.•!SeA�r Width Height aNehor S rcin= !SV[iS-rPnTe Panelmate i AS-1. Grommet Screen Armor Screen FL 8363 R7 -31.6 41 46 91 12 ; Frame ........_...._.._....._..;...._...._._............................................_.._.._......._._..-._.:_..............._..............._.._._.._......_....--.-...--............__.._....._._.__.........................................__........_..._...__..._._.. -................................._._._..._.._....._.,.................._.........................................._..__....._,............................_._........._ ..__.._....._...._.._._...._......---._.........__........;.............._...._._......_...........__.. AS-2.11 Grommet Screen Armor Screen FL 8363 R7 - 30.7 62 94 70 Panelmate 12 Frame ........._....._..........................i.................................................... AS-3.1 Grommet Screen Armor Screen FL 8363 R7 --30.7 62 94 70 Panelmate 12 I Frame AS-4J Grommet Screen Armor Screen FL 8363 R7 - 31.6 37 46 91 Panelmate 12 ; Frame AS-5. Grommet Screen Armor Screen FL 8363 R7 -31. 41 46 1 91 Panelmate 12 1 Frame AS-6:' Grommet Screen Armor Screen FL 8363 R7 - 31.3 57 76 64 Panelmate/lapcon 12 Frame ----............_..........................................._......_...._...._.........................................................................._............._._.............................---................_........--._................__...._._......-........... .........................__......__............_..............__.................._........_._.__... - ._.....-..__..._.___.._.__._....... - ......-.._...__...._..__.........._.._..._......_.. -......_....._...... AS-7.' Grommet Screen Armor Screen FL 8363 R7 - 31.3 57 76 64 Psnelnatc/mpco" 12 Frame AS-8.` Grommet Screen Armor Screen FL 8363 R7 - 30.4 57 123 64 P" """"'p`°"� 12 Frame AS-9.11 Grommet Screen Armor Screen FL 8363 R7 -31.9 57 58 64 Pnnclmalc/lapcon 12 Frame l. Panel EMS FL 119654 R4 -33.4 64 27 66 Tapson 12 : Frame 2. - Panel -- EMS FL 119654 R4 -33.5 64 25.25 66 Tapson 12 Frame ... _.. _ ----- -------- - _-.-.- --_----- ---- ..._...------- -----: 3. Panel EMS FL 119654 R4 - 30.0 64 145.25 ' 66 Tapconj 12 ; Frame 4. Panel EMS FL 119654 R4 - 35.7 86 73.25- 11 87 Tapcon 12/12/6 iFrame/concrctc ' 5. Panel EMS FL 119654 R4 31.3 65 73.25 ' 68 Tapcon 12 Frame 6. Panel EMS FL 119654 R4 - 33.8 40 25.25 42 Tapcon 12 j Frame 7. ' Panel EMS FL 119654 R4 -31.5 ' 80 55.25 ; 83 Tapcon 12 ; Frame 8. Panel EMS FL 119654 R4 -33.5 42 3.7.25 ! 44 Tapcon 12 ' Frame ................._...,......................................................................... ................................................................................._.............................................................. . . .....................I........... ...............:................................._........._...................................................:......................................................................................._...._._......................_......................:........................._...............__.. 9. j Panel EMS FL 119654 R4 - 31.4 63 73.25 I 66 Tapcon 1.2 : Frame _..............._.........;....._..._..........................._........_...._.................................................._..................._._...__._.....................__....._............._......._...._................_................._........................--...._ _...._... ....._..._...............__......_....._................................................__.....:....._._........................_. 10. ' Panel EMS FL 119654 R4 -33.1 40 49.25 42 Tapcon 12 1 Frame I _......._.............._..._._............... ...__._..........._........ i S H U 7"i E R C O 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: 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. jut Risk Category: II Design Pressure Calculations Opening Location Device 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 with:ASCE 7-10,Chapter 30. Wind Loads-Canponenis and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1