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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.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS
NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N
SIZE REQ Y/N/NA
1 Int Window 7/8"Lami FL5823.1 67.5 67.5 36.7 -39.9 1 5306 36x62 No No
2 Int Window 7/8"Lami FL5823.1 67.5 67.5 36.7 -39.9 5306 37x62 No No
3 Int Window 7/8"Lami FL5823.1 67.5 67.5 36.7 -39.9 5306 37x62 No No
4 Int Window VLamiIG FL13010.4 67.5 67.5 36.3 -39.5 7206 73x36 No No
5 Int window 7/8"Lami FL5823.1 67.5 67.5 36.7 -39.9 1 5306 36x62 No No
6 Int Window 7/8°Lami FL5823.1 67.5 67.5 36.7 -39.9 53x76 36x62 No No
7 Int window VLamiIG FL13010.4 67.5 67.5 36.3 -39.5 72x76 7306 No No
8 Int Window 7/8°Lami FL5823.1 67.5 67.5 36.7 -39.9 53x76 36x62 No No
9 Int Window I"Lami IG FL13010.4 67.5 67.5 36.5 -39.7 7206 70x35 No No
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FL5823 1 36x62
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2. FL5823 1 31 x 62 /
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4. FL13010 4 73 x36
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5 FL5823 1 x62 ice' >uno� a3c•t.`;
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8: FL5823.1 71 x_62' U=
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7: FL13010 4 73 x3.6 - ca
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9. FL13010.4
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SCALE:
y, NOT TO SCALE
DATE:
Apr 27,2015
PAGE DESCRIPTION:
Site Plan
PAGE: OF
1
%
PARADISE EXTERIORS
"Building Our Quality ty Reputation
One Customer At A Time"
SCC131150472
Property Information Building Information
Owner: HAROLD&ANNE LEVY Wind Zone: 170 MPH.
Address: 10320 Inverness Way Exposure Category: C
PORT ST LUCIE,FL 34986 Minimum Building Dimension: 45 ft.
Mean Roof Height: 14 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) IL Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 36 62 7 36.7 -39.9
2 Int 37 62 7 36.7 -39.9
3 Int 37 62 7 36.7 -39.9
4 Int 73 36 7 36.3 -39.5
5 Int 36 62 7 36.7 -39.9
6 Int 36 62 7 36.7 -39.9
7 Int 73 36 7 36.3 -39.5
8 Int 36 62 7 36.7 -39.9
9 Int 70 35 7 36.5 -39.7
Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.Florida Building Code 2010 ed.
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