HomeMy WebLinkAboutds84487 Calculator-44207-3320717593 (2)84485 | 44207-3320717593 | Page 1/4
Date: January 11th, 2021
ASCE 7 Components & Cladding Wall Pressure Calculator
Prepared For:
6710 Benjamin Rd. #200
Tampa FL
Project: Snyder
Project Address:
9650 S ocean drive 2009
Jensen Florida Box for Engineer Seal Only-Original Rqd for Permit & Use
Frank Bennardo, PE FL46549 or Richard Neet, PE FL86488
The following has been considered in determining allowable stress design (ASD) wall opening pressures for the above-
referenced location.
ASCE: ASCE 7-10 (6TH EDN FLORIDA BUILDING CODE, 2017 FBC,
2015 IBC)
Wind Velocity: 170 MPH
Exposure Category: D
Kd: 0.85
Kzt: 1
Elevation Above Sea Level: 0 FT
Minimum Building Dimension: 170FT
Mean Roof Height: 189FT
Unit Elevation: 170FT
ROOF SLOPE: FLAT (<10°)
Number Of Openings: 5
Shutter: YES
Mark: 1
Height Of Opening: 62 IN
Width Of Opening: 52 IN
Zone: 4
Mark: 2
Height Of Opening: 62 IN
Width Of Opening: 72 IN
Zone: 4
Mark: 3
Height Of Opening: 96 IN
Width Of Opening: 142 IN
Zone: 4
Mark: 4
Height Of Opening: 96 IN
Width Of Opening: 70 IN
Zone: 4
Mark: 5
Height Of Opening: 96 IN
Width Of Opening: 142 IN
Zone: 4
Based on the above, the following ASD design pressures apply for the
Corp. Office: 160 SW 12th Avenue Suite 106, Deerfield Beach, Florida 33442
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com
84485 | 44207-3320717593 | Page 2/4
opening marks which shall correspond with contractor-supplied building
layout:
a: 17 FT
Mark: 1
Wall Positve Pressure: 63.7PSF
Wall Negative Pressure: -65PSF
Mark: 2
Wall Positve Pressure: 61.9PSF
Wall Negative Pressure: -63.8PSF
Mark: 3
Wall Positve Pressure: 55.7PSF
Wall Negative Pressure: -59.7PSF
Mark: 4
Wall Positve Pressure: 59.6PSF
Wall Negative Pressure: -62.3PSF
Mark: 5
Wall Positve Pressure: 55.7PSF
Wall Negative Pressure: -59.7PSF
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. Input shall be verified
by others prior to permit & use. 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 design tool to evaluate your
openings, visit EngineeringExpress.com/Wind.
Corp. Office: 160 SW 12th Avenue Suite 106, Deerfield Beach, Florida 33442
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com
84487 | 44207-3320717593 | Page 3/4
Date: January 11th, 2021
ASCE 7 Components & Cladding Wall Pressure Calculator
Prepared For:
6710 Benjamin Rd. #200
Tampa FL
Project: Snyder
Project Address:
9650 S ocean drive 2009
Jensen Florida Box for Engineer Seal Only-Original Rqd for Permit & Use
Frank Bennardo, PE FL46549 or Richard Neet, PE FL86488
The following has been considered in determining allowable stress design (ASD) wall opening pressures for the above-
referenced location.
ASCE: ASCE 7-10 (6TH EDN FLORIDA BUILDING CODE, 2017 FBC,
2015 IBC)
Wind Velocity: 170 MPH
Exposure Category: D
Kd: 0.85
Kzt: 1
Elevation Above Sea Level: 0 FT
Minimum Building Dimension: 170FT
Mean Roof Height: 189FT
Unit Elevation: 170FT
ROOF SLOPE: FLAT (<10°)
Number Of Openings: 5
Shutter: YES
Mark: 1
Height Of Opening: 62 IN
Width Of Opening: 52 IN
Zone: 4
Mark: 2
Height Of Opening: 62 IN
Width Of Opening: 72 IN
Zone: 4
Mark: 3
Height Of Opening: 96 IN
Width Of Opening: 142 IN
Zone: 4
Mark: 4
Height Of Opening: 96 IN
Width Of Opening: 70 IN
Zone: 4
Mark: 5
Height Of Opening: 96 IN
Width Of Opening: 142 IN
Zone: 4
Based on the above, the following ASD design pressures apply for the
Corp. Office: 160 SW 12th Avenue Suite 106, Deerfield Beach, Florida 33442
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com
84487 | 44207-3320717593 | Page 4/4
opening marks which shall correspond with contractor-supplied building
layout:
a: 17 FT
Mark: 1
Wall Positve Pressure: 63.7PSF
Wall Negative Pressure: -65PSF
Mark: 2
Wall Positve Pressure: 61.9PSF
Wall Negative Pressure: -63.8PSF
Mark: 3
Wall Positve Pressure: 55.7PSF
Wall Negative Pressure: -59.7PSF
Mark: 4
Wall Positve Pressure: 59.6PSF
Wall Negative Pressure: -62.3PSF
Mark: 5
Wall Positve Pressure: 55.7PSF
Wall Negative Pressure: -59.7PSF
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. Input shall be verified
by others prior to permit & use. 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 design tool to evaluate your
openings, visit EngineeringExpress.com/Wind.
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Corp. Office: 160 SW 12th Avenue Suite 106, Deerfield Beach, Florida 33442
(954) 354-0660 | (866) 396-9999 Team@EngineeringExpress.com | EngineeringExpress.com