HomeMy WebLinkAboutWind Load Calculation S ize
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umCOPYRIGHT E-IEMPEST.CAM
SCALE:
NOT TO SCALE
DATE:
Aug 12,2019
MEAN ROOF HOT 15' JOB # 8971 PAGE DESCRIPTION:
Site Plan
PAGE: OF
1
1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Corner 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.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
LOCATION Corner Zone WINDOW GLAZING ACCEPTANCE APPROVED PRESSURE RATING DESIGN PRESSURE M OPENING WINDOW SHUTTERS
NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED
D DIMENSIONS MULLION REQ YIN
REQ Y/N/NA
1 Int W lig"IMP 18-0918.04 55 55 36.4 39.6 55 X 79 42.25x61.13 N N
2 Int W lis"IMP 18-0918.04 55 55 37.6 40.8 55 X 79 25.50x61.75 N N
3 Int W 7/8"IMP 18-0918.04 55 55 37.6 40.8 55 x 79 25.63x62.00 N N
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�IGH
- 500 SW 12th Ave
SU - .... ...... Deerfield Beach, FL 33442
WIN Ph. 561-922-6747
OWS Fax.561-292-3562
Property Information Building Information
Owner: MACKINNON,DAVID&BRITTANY Wind Zone: 170 MPH.
Address: 1307 WHITE OAK LN Exposure Category: C
FORT PIERCE,FL 34982 Minimum Building Dimension: 14 ft.
Mean Roof Height: 15 ft.
JU Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft)]F Pressure(psf) Pressure(pso
1 Int 42.25 61.13 7 36.4 -39.6
—..... _................. _.. _ _...................................... __...__._......-...._----............_._......_....._._.. ----...._..--.....................__._.._
2 Int 25.50 61.75 7 ' 37.6 -40.8
..............._.._...__................................................__..._-............._...............................__._..._._....-_....._.............._...................._..........................................._._......._....._.......................................---.....__.....__................_....-----...._..._........................................._......_....—....__......._ ...._...
3 Int 25.63 62.00 7 37.6 -40.8
FILL
RECEIVE[
SEP 17 2019
ST. Lucie County, Permitting
Prepared in accordance ivith:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code.
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