HomeMy WebLinkAboutCertificate for Wind Load ComplianceEngineer's Certification for Wind Load Compliance
Project Name: Debra Joseph
Street Address: 10851 S. Ocean Dr., Jensen Beach, FL
Construction Type: Residential Dock
Bowdoin G. Hutchinson P.E.
2705 North Indian River Dr.
Fort Pierce, FL 34946
I certify that, to the best of my knowledge and belief, these plans and specifications have been designed
to meet or exceed the applicable structural portion of the Building Codes currently adopted and enforced
by Martin County. I also certify that structural elements depicted on these plans provide adequate
resistance to the wind loads and forces specified by current code provisions.
Design Parameters and Assumptions Used:
1 Florida Building Code 2017 Edition with N/A Supplements and ASCE 7-10
2. Building Design is: Enclosed: Partially Enclosed: Open Building: X
3. Mean Roof Height: 61+ Roof Pitch: N/A Internal Pressure Coefficient: 0.0
4. Width of End Zone: 16' Wind Speed: 150 (3 sec. gust)
5. Building Classification Table 1-1. ASCE 7-10 FBC Table 1604.5 1
6. Wind Exposure Classification: D Adjustment Factor for Exposure & Height: 1.0
7. Components & Cladding Wind Pressure on Roof Zone 1 N/A _2 N/A _3 N/A _PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 +54.4/-58.5 5 +63.5/-66.8 PSF
9. Components & Cladding wind Pressure on Overhead Garage Door N/A—PSF
10. Loads: Floor 40 PSF Roof/dead N/A PSF Roof/live N/A _PSF
11. Shear Walls Considered for Structure? Yes X No (if No, attach explanation)
12. Continuous Load Path provided? Yes X No _ (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes X _ No _ (if No, attach explanation)
14. Minimum Soil Bearing Pressure: N/A _ Presumptive: N/A _ By Test: N/A _ PSF
Engineer's Note: All Aqueous structures shall be designed for a minimum 170 MPH wind load regardless of
wind zone.
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name:
0 1 �W_
rr
o 7�/Fe � I lo�00
#: PE# 70878
2/10120
FIVe COpY