HomeMy WebLinkAboutEngineering Submittal-DigiCert, Gravel, 442 S NaranjaAve, 6.22.20Bowdoin G. Hutchinson P.E.
FL# 70878
Gravel
442 S Narnaja Ave
Port Saint Lucie, FL
Benchmark Engineering
of the Treasure Coast LLC
Aquatic Structures Division
806 Delaware Ave. Fort Pierce, FL 34950 NORTH
Bowdoin G. Hutchinson P.E.
FL# 70878
Gravel
442 S Narnaja Ave
Port Saint Lucie, FL
Benchmark Engineering
of the Treasure Coast LLC
Aquatic Structures Division
806 Delaware Ave. Fort Pierce, FL 34950 NORTH
Bowdoin G. Hutchinson P.E.
FL# 70878
Gravel
442 S Narnaja Ave
Port Saint Lucie, FL
Benchmark Engineering
of the Treasure Coast LLC
Aquatic Structures Division
806 Delaware Ave. Fort Pierce, FL 34950 NORTH
DOCK SECTION VIEW DOCK PLAN VIEW
Bowdoin G. Hutchinson P.E.
FL# 70878
Gravel
442 S Narnaja Ave
Port Saint Lucie, FL
Benchmark Engineering
of the Treasure Coast LLC
Aquatic Structures Division
806 Delaware Ave. Fort Pierce, FL 34950
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
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 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 _____________________