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This item has been electronically signed Anglouiltag pe •-' - ,',- i''
and sealed by Bowdoin G.Hutchinson,P.E. _ ,` I �•_ { i
using a Digital Signature and Date. Printed
copies of this document are not consideredi _
signed and sealed and the signature must + Fort Pierce,, - - - -
be verified on any electronic copies.
DN:c=US,st=Florida,I=Fort Fierce,o=Bowdoin G. _
Hut0inson,cn=Bowdoin G.Hutchinson
Bowdoin G. Hutchinson Date:2020.07.27 18:33:34-04'00' Y
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Benchmark Engineering Walker
of the Treasure Coast LLC 138 Parliament Court Bowdoin G, Hutchinson F.�'
Aquatic Structures Division ��# 7�878
806 Delaware Ave. Fort Pierce, FL 3495o Hutchinson Island, FL
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PILES 12' 0.C. MAX.
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St. Lucie County
PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
0 gig 2300 Virginia Avenue
• Fort Pierce,FL 34982
772-462-1553
Design Certification for Wind Load Compliance
This Certification must be completed by the project design architect or engineer. This Certification must be
submitted in duplicate with all applications for building permits involving the construction of new residence
(single or multi-family),residential addition,any accessory structure requiring a building permit,and any
nonresidential structure. This Certification shall not apply to interior renovations(provided that no exterior
structural walls,columns or other components are being affected)and certain other minor building permits. For
further assistance,please contact the Building Inspection Office at(772)462-2172.
Project Name Walker
Street Address 138 Parliament Court 7cType
ber
Fort Pierce,FL OccupancyType
Certification Statement:
I certify that,to the best of my knowledge and belief,these plans and specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St.Lucie
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: (Please check or complete the appropriate box.)
1 Florida Building Code 20 17 Edition with 2010 Supplements and ASCE 7-10
2. Building Design is: Enclosed: Partially Enclosed: Open Building: X
3. Mean Roof Height: N/A Roof Pitch:N/A Internal Pressure Coefficient: N/A
4. Width of End Zone: 1 1 Wind Speed: 170 (3 sec.gust)
5. Building Classification Table 1-1.ASCE 710 FBC Table 1604.5 1
6. Wind Exposure Classification:D Adjustment Factor for Exposure&Height: 1.21
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 60.ei-64.1 5 70.1/-74.5 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: By Test: PSF
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: BOWDOIN G. HUTCHINSON Cert#: PE#70878
Design Firm: BENCHMARK ENGINEERING TC Date: 7/27/20
SLCCDV Form#020-00 SEAL
Revised 5/18/09(CL)