HomeMy WebLinkAboutEngineering Submittal Revision-DigiCert, Gravel, 442 S Naranja Ave, 6.29.20 (1)p o Ferry
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442 S NARAN✓A AVE
RIVER PARK - UNIT FOUR
BLOCK32-LOT 11
PB 11, PG 9
3419-530-0011-000-3
Channel Calculations
Boat channel width = 135 LF
259' of canal = 33 LF
Dock width extends = 5 LF
Catwalk width extends = 18 LF
Total = 23 LF into Boat channel
12
PROPOSED 4'
CA TWALK
0ZO
1 "==25'
135E WIDE
BOA T CHANNEL
DN:
Bowdoin cgb6Nzq,c=US,st=3rida,11
cgb6hOzq, c=US, st=Florida, I=1
Pierce, o=Bowdoin G. Hutchins
cn=Bowdoin Hutchinson
Date: 2020.06.2Hutchinson AdobeA obatves19:54ion45-04'C
2020.009.20067
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This item has been electronically signed
and sealed by Bowdoin G. Hutchinson, P.E.
using a Digital Signature and Date. Printed
copies of this document are not considered
signed and sealed and the signature must
be verified on any electronic copies.
Benchmark Engineering Gravel
of the Treasure Coast LLC 1 Owjoin G, Hutchinson K, .
Aquatic Structures Division 44Z S Narnaj a Ave FL# 70515
�c 8o6 Delaware Ave. Fort Pierce, FL 34950 �+ Port Saint Lucie, FL
Engineer's Certification for Wind Load Compliance
Project Name: Gravel
Street Address: 442 S Narnaja Ave. Port St. Lucie, FL
Construction Type: Dock
Bowdoin G. Hutchinson P.E.
806 Delaware Ave.
Fort Pierce, FL 34950
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 City of Port Saint Lucie. 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 Deck Height: 6'+ Roof Pitch: N/A Internal Pressure Coefficient: 0.0
4. Width of End Zone: 1' Wind Speed: 175 (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 +60.6/-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: N/A _ By Test: N/A _ PSF
Engineer's Note: All Aqueous structures shall be designed for a minimum 170 MPH Min. 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: Bowdoin G. Hutchinson Cert #: PE# 70878
Date: 6/22/20