HomeMy WebLinkAboutEngineering Component & Cladding Pressure Calculator98205 | 44628-6842361111 | Page 1/4
Date: March 8th, 2022
ASCE 7 Components & Cladding Wall Pressure Calculator
Prepared For:
Newman Windows & Doors
16140 E. Cornwall Dr.
loxahatchee FL
Project: Matay
Project Address:
5159 N A1A #714
Hutchinson Island Florida 03/08/2022
Box for Engineer Seal Only-Original Rqd for Permit & Use
** See below for sealing engineer.
** This document has been signed by one of the following engineers. Refer to name in stamp for applicable engineer.
C/A 9885 | Frank Bennardo PE 0046549 | Richard Neet, PE 86488
The following has been considered in determining allowable stress design (ASD) wall opening pressures for the above-referenced
location.
Contractor-Provided Input:
ASCE: ASCE 7-16 (2020 FBC 7th ED, 2018 IBC)
Wind Velocity: 170 MPH
Exposure Category: D
Kd: 0.85
Kzt: 1
Minimum Building Dimension: 50FT
Mean Roof Height: 80FT
Lowest Installation Elevation: 0FT
ROOF SLOPE: SLOPED (>=10°)
Number Of Openings: 7
Shutter: NO
Mark: 1
Height Of Opening: 37 IN
Width Of Opening: 35 IN
Zone: 4
Mark: 2A
Height Of Opening: 36 IN
Width Of Opening: 35 IN
Zone: 4
Mark: 2B
Height Of Opening: 35 IN
Width Of Opening: 35 IN
Zone: 4
Mark: 3A
Height Of Opening: 36 IN
Width Of Opening: 35 IN
Zone: 4
Mark: 3B
Height Of Opening: 36 IN
Width Of Opening: 35 IN
Zone: 4
Mark: 3C
Height Of Opening: 36 IN
Width Of Opening: 35 IN
Results:
Based on the above, the following ASD design pressures
apply for the opening marks which shall correspond with
contractor-supplied building layout:
a: 5 FT
Mark: 1
Wall Positive Pressure: 56.2PSF
Wall Negative Pressure: -56.2PSF
Mark: 2A
Wall Positive Pressure: 56.2PSF
Wall Negative Pressure: -56.2PSF
Mark: 2B
Wall Positive Pressure: 56.2PSF
Wall Negative Pressure: -56.2PSF
Mark: 3A
Wall Positive Pressure: 56.2PSF
Wall Negative Pressure: -56.2PSF
Mark: 3B
Wall Positive Pressure: 56.2PSF
Wall Negative Pressure: -56.2PSF
Mark: 3C
Wall Positive Pressure: 56.2PSF
Wall Negative Pressure: -56.2PSF
Mark: 4
Wall Positive Pressure: 51.1PSF
Wall Negative Pressure: -53PSF
401 West Atlantic Avenue, R10 Unit #219, Delray Beach, FL 33444
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com
NOTE: This digitally sealed file is being provided in an
unlocked format at the building departments request. Please
review any changes/markups to ensure integrity of the source
document to prevent fraud
98205 | 44628-6842361111 | Page 2/4
Zone: 4
Mark: 4
Height Of Opening: 79 IN
Width Of Opening: 105 IN
Zone: 4
401 West Atlantic Avenue, R10 Unit #219, Delray Beach, FL 33444
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com
98205 | 44628-6842361111 | Page 3/4
Design pressure results are in accordance with the Building & ASCE 7 codes listed above for an ENCLOSED structure only
(Gcpi=+-0.18). Results are based on contractor-supplied data and are not field verified by this office. Inputs shall be verified by
others prior to permit & use. Contractor has consented that they have consulted with this firm to submit accurate data. Selection of
all components & their respective approvals shall be by others and are to be within the ASD design pressure limitations stated
herein. Results only valid with original or verifiable digital seal by a licensed PE of this firm. For more information on any of the
terms listed herein, or to use a wind pressure design tool, visit EngineeringExpress.com/Wind.
See Following Page(s) for Layout and Dimensional Figures.
401 West Atlantic Avenue, R10 Unit #219, Delray Beach, FL 33444
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com
98205 | 44628-6842361111 | Page 4/4
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401 West Atlantic Avenue, R10 Unit #219, Delray Beach, FL 33444
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com