HomeMy WebLinkAboutGRAVEL REVIEW COMMENTSZoo Naco Rd, Suite C, Ft. Fierce, FL 34946
sunnnerUnsmarineconstruction@Umall.com
772.464.6090
July 15, 2020
Re: Permit Number: 2006-0774
Permit Type: Boat Lift
Job address: 442 S Naranja Ave
To St. Lucie County Building Department Plans Examiner Joseph Fersch
In response to your plan review comments for the above referenced permit application, please find
attached the electronically sealed drawings with the detail clouded in red.
Respectfully,
Ginger P. Hester
Assistant to Joy Yancy
Planning $ Developm. ant Service
Building S Code Regulation Division
2300 Vir9kn is Aanue
Fort Pierce; FIL U982
PROPERTY INFORMATION
Address:
442 S Naranja Ave
City / State / Zip:
Port St. Lucie, FI 34983
Parcel #:
3419-530-0011-000/3
Zoning:
RS -4
APPLICATION INFORMATION
Permit Number: 2006-0774
Permit Type: BOAT LIFT WITH ELECTRIC
CONTRACTOR INFORMATION
Contractor Name:
Joy S Yancy
Business Name:
Summerlin's Marine Construction Llc
Business Addr:
200 Naco Rd #C
City / State / Zip:
Fort Pierce, FI 34946
REVIEWS AND COMMENTS
REVIEW COMMENTS
Page 1
Owner(s):
Keith R Miller / Sandra Miller
Jurisdiction: SAINT LUCIE COUNTY
Lot#: 11 Block: 32
Stories: Automatic Sprinkler System? No
Fax Number: 772-464-7470
Email: Summerlinsmarineconstructi
on@Gmail.Com
Review Type Status Reviewed By Date Started Date Co plete4 Date Released
FRONT COUNTER REVIEW COMPLETE Lashahna Ingram 6/25/2020 6/25/2020 6/25/2020
Comment:
NOTIFIED FOR PICK UP PENDING
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Joseph Fersch 6/25/2020
6/25/2020 Comment: PURSUANT TO SECTION 107 FBC 6TH EDITION. PROVIDE DETAIL OF STRINGER CONNATIONS AT THE
CORNERS.
ZONING REVIEW PENDING
Comment:
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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 _201.7 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:
(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