HomeMy WebLinkAboutWind Load Calculation (2) O enin P 9 I Size
(WxH), N
AS-1. Armor Screen/Grommet 123 x 94
(Garage) M
AS 2. Armor Screen/Grommet 170 x 98 J
N
(Patio Perimeter) LL
AS-3. Armor Screen/Grommet 102'x 98' Q m a Z IV
(Patio Perimeter) W N a 0 U)
AS-4. Armor Screen/Grommet 170 x 98 > ''N N
(Patio Perimeter) F-4Liu C� c a W
1. Accordion.Shutter 59.x 91 V o O
( Front Entry) LU J U c T Q
2. Accordion Shutter 33 1/2 x46 c wW
(Right Side) AS-3 AS-2FE J 00
3. Accordion Shutter 431/4 x46 Otr!
(Left Side) W C9
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AS-4 ; N W
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COPYRIGHT ETENPEST.00N
SCALE:
NOT TO SCALE
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Jul 17,2019
PAGE DESCRIPTION:
Site Plan
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won g11111
S H 'U T T E R C O R P O R A T 1 O N
12980 SE SUZANNE DRIVE. HOBE'SO'UND, FL 33455
PH: (772)-5453300 FAX: (772)-545-3297
Property Information Building Information
Owner: Barbara Delozier Wind Zone: 170 MPH.
Address: 6666 Alheli Exposure Category: B .
Fort Pierce,FL 34951 Minimum Building Dimension: 40 ft.
Mean Roof Height: 15 ft.
Risk Category: 11
Design Pressure Calculations
Opening Location Device Device Device I=taxositive _Max Negative
Number Zone Width (in) Height(in) Elevation (ft) re(psf) Pressure(psf)
AS-1 End 123 94 7 26.9 -33.3
AS-2 Int 170 98 7 26.2 -28.8
----.......--- _..._...__..._. ........_...........--.....------- — -.............---................---------- -._...__. _................--- ...........
AS-3 End 102 98 7 27.2 -33.9
AS-4 End 170 98 7 26.2 -31.8
_.._......__...---._._..............._.__._._...._................._._...-—...._..........................._._..._..._......-- ...... ........:..........................._........................__._...._.............._...._......_.__............:............................-----...........——.,._..:._.........._......._....--...................
_..---
I Int 59 91 7 28.5 -31.1
-._......._...__........_............-... _.......-...------ --..........__.............----..................---------......................................................----.._......................... ---_.........._...._............_..........----......_........._............_..---...............:............---...
2 Int 33.5 46 7 31.0 -33.7
--............_.....................--.........--- ...._..............._...----.........................................:.................._..------......._........................._....-_----............................__........................---------..........................--------.._..._....................._............__......_..__.._.._.._..---........_.....:_....__...._..........__-......_....._....---
3 Int 43.25 46 7 30.5 -33.2
RECEIVED
JUL 2 6 2019
ST. Lucie County, Permitting
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(1017)Florida Building Code.
Page I of 1
Identification Schedule for Opening Protective .Device or System
(The following rnh-thmunr it formation shall be provided to,facilircae plan review and inspection of the pr•opo.sed insrallariorz,opening,prorective device or-systent)
Address: 6666 Alheli, Fort Pierce, FL 34951 Type of Structure: PERMIT#:
Dev. Device Device
# Type vlulufachirer Approval QfPSSUtP SP�+� Shutter Shutter AnchorS��S^�rgTe
Width Height
f�lx_�o- S 'Cltla
AS-l. t
.......... ........Impac......._Screen............._...................._Armor...Screen................ ........FL..$363._R7 -33.3 119 123 94 Panelmate 12 ;Concrete
AS-2. Impact Screen Armor Screen FL 8363 R7 ' -28.8 91 170 98 Panelmate 6/12 ;Frame/Concrete
......................_.......................................................................................................................................................................................................................................:....................................................._................_....................................................................:.............. ;
............................................................................................................................................................
AS-3.` Impact Screen Armor Screen FL 8363 R7 -33.9 91 102 98 Panelmate 6/12 Framc/Concrctc
AS-4- Impact Screen Armor Screen FL 8363 R7 - 31.8 91 170 98 Panelmate 6/12 Frame/Concrete
1. Accordion A.S:S.A. FL 389 R9 - 31.1 86 59 91 Tapcon 12 Concrete
__............................_.............._................................................_.._.........._...._..._..........................................................__........:............._.............._...._..........................__._...................................................... ..............
__......_.........................Accordion..............._._.._......_...................._f''.S SA..................._............._.............._FL 389 R9 -33.7 ' 42 33.5 46 Tapcon 12 ;Concrete
......................._............................................_..................._................................_................... ..................
....__........:..............__...::........................................_............................................. .._................................_................_.......
3. Accordion A.S.S FL 3.89 R9 - 33.2 42 43.25 : 46 Tapcon 12 Concrete
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