HomeMy WebLinkAboutWind Load Calculation A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE
OPENING (Location) IS THIS A WINDOW PRODUCT
LOCATION Corner Zone WINDOW GLAZING ACCEPTANCE APPROVED PRESSURE RATING DESIGN PRESSURE M OPENING SHUTTERS
NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED IZEDIMENSIONS MULLION REQ Y/N
REQ Y/N/NA
1 Int W 7/8°IMP 18-0911.04 55 55 35.5 38.7 74 X 63 73.13x49.63 N N
2 Int W lis"IMP 18-0.918.04 55 55 37.8 41.0 55 X 79 35.63x37.25 N N
3 Int W lis"IMP 18-0911.04 55 55 36.2 39.4 74 X 63 72.88x37.38 N N
4 Int W lis°IMP 18-0911.04 55 55 35.6 38.8 74 X 63 72.63x49.25 N N
5 Int W 7/8"IMP 18=0.918.04 55 55 37.8 41.0 55 x 79 36.0007.00 N N
6 End W 7/8"IMP 18:=0918.04 55 55 37.8 50.6 55 X 79 35.75x37.25 N N
7 Int W 7/8"IMP ',`18=0911.04 55 55 36.2 39.4 74 X 63 72.88x37.38 N N
8 End W 7/8"IMP -0911.04 55 55 35.5 46.1 74 X 63 73.25x49.63 N N
9 Int W 7/8"IMP 1'8-0918.04 55 55 37.8 41.0 55 X 79 36.13x37.25 N N
10 Int W 7/8"IMP 18-0911.04 55 55 36.2 39.4 74 X 63 73.0007.38 N N
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RECEIVED
SP 17 2019
ST. Lucie County, Permitting
�IGmH STMT
500 SW 12th Ave
- Deerfield Beach, FL 33442
IL N
Ph. 561-922-6747
WIN OWS.
Fax.661-292-3562
Property Information Building Information
Owner: ENGLAND,GEORGE&KATHERINE Wind Zone: 170 MPH.
Address: 5600 PALMETTO DR Exposure Category: C
FORT PIERCE,FL 34982 Minimum Building Dimension: 15 ft.
Mean Roof Height: 15 ft.
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)
1 Int 73.13 49.63 7 35.5 -38.7
_.._.__._.... -._._....__. ......--................._...............-._................._....---....................................-....... _.........--......._....._._............._._....................- ----..._......._............._......---............_.-........._......-
2 Int 35.63 37.25 7 37.8 -41.0
---._............-- ---.._... _..-- -- --- ......................
3 Int 72.88 , 37.38 7 36.2 -39.4
. .
_...-......_..............---............................_._...........__._..............._.......................----..........._........................................_....----............................._................_-........................:.............._..............._ .......................__...........---..................................__....----.................---._..........._.......
..---
4 Int 72.63 49.25 7 35.6 -38.8
- -- ..-........................__....- -- -..._.._........._...._......-........------.._...... -
5 Int 36.00 37.00 7 37.8 -41.0
.............................................._._._......................................................................_.........................................._....-_.....................__._......._... .._............_..........._..._...__......._.....-..__........................................_...............-:-............_.................-----......................_................_..._............._...............
......----...
6 End 35.75 37.25 7 37.8 -50.6
--............_..___- -- --._.._.................._..._..__.._...._...._.._....... - --.....----........__._.._. ._...._........_ _
7 Int 72.88 37.38 7 36.2 -39.4
--...._.__....---..._._....._......_..._.- -....._._.._....--- - -- =--...._...---...__....---...._............................................._.._............----..........................-- . ..............__.._ ..__.......- .
8 End 73.25 49.63 7 35.5 -46.1
9 Int 36.13 37.25 7 37.8 -41.0
10 Int 73.00 37.38 7 36.2 -39.4
FILL
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
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