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J&ner&Associdtes;Inc. SHEET 9
; Marine:ronmeittgl Consulting Datt? '3/23/1:8
2537SEAIfonso'Ave. PortSt.Lucie, FL34952
.Ph(T2)283 2950_
JERNER@BELLSOUTH.NET
04M
SEAGRASS SUREIVEY PERFORMED BY
BRUCE JERNER ON AUGUST 29, 2017.
NO SEAGRASS OBSERVED WITHINA 50'
RADIUS OF PROJECT SITE
ATERWAY
VIDE
3917 SHORESIDE DRIVE
FORT PIERCE
`•, PROPERN �1�E' , ,, ,
1 ,
Jerner&Associates, Inc. 7 "" _LU"SHEET 3
Marine & Environmental Consulting Date: 3123118
2537SE Alfonso Ave. Port&.Lucic,FL34952
Ph.(772)283,2950
—JERNER@BEL-LSOUTH.NET — -- --
Dock Section Thru
New Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
3917 SHORESIDE DRIVE
FORT PIERCE
Dock Plan View
VARIES
I Bolts 5/8" H.D. i
3aly. Or S.S. w r-- �;- - - - --;_._._._._. .
cuts &washers 7t_ _ _ _ _ _ _ _ _ _ _ _;; _ _ _ _ _
x 6"SYP, .40 ACQ i y
ecking #1 Grade w !�
minimal plank C
spacing. j
n i ii it
le 2"x 8" P.T. SYP,
40 ACQ treated
ringers to be butt
ed, butt joints to be
igered. 2"x 8"P.T.
.40ACQ treated "
bents
JI_. _. _.__. _. _.J......_. Jy ...
_rr ........................
Stringers 24" O.C. 4.
S
Min. 8" Dia. 2.5___/ Center Strin i ed w SS
;CA treated piles R��j�E
uli�%fef!
stri ors Jy�{ /
Design Windload Information
Code: FBC 2017 6TH ADD/ FRC 20171
ASCE 7-10
Wind Speed. 170 MPH, 3 Second Gust
Exposure D"
Importance Factor. 1.0
Internal Pressure Coeff.: 0.00
Height. <10 Ft. Mean
Jerner & Associates, Inc.
Marine & Environmental Consulting
i
2537SEA1fonsoAve. Port St. Lucie,FL34952
Ph(772)283-2950
- - — — - --IERNER@BELLSOUTH.NET
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�SHEET 4Date: 3/23/1
Engineer's Certification for Wind Load Compliance
Project Name: Juliano
Street Address: 3917 Shoreline Dr., Ft. Pierce, 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 de:
to meet or exceed the applicable structural portion of the Building Codes currently adopted and er
by City of Fort Pierce. I also certify that structural elements depicted on these plans provide adegL
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: 165 (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
8. Components & Cladding Wind Pressure on Wall Zone 4 +60.6/-64.1 5 +70.1/-74.5
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 _ PC
Engineer's Note: All Aqueous structures shall be designed for a minimum 170 MPH wind load regardless
wind zone.
As witnessed by my seal, I hereby certify that the information included with this certification is true
correct, to the best of my knowledge and belief.
Cert #:
ned
'SF
PSF
BOAT LIFT TOP CARRIER BEAMS AND
MOUNTING BRACKETS COMPLY WITH
WIND LOAD REQUIREMENTS OF THE
6TH EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-10, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
ALUMINUM DESIGN MAN
BEAMS AND MOUNTING BRAC
INSTALLED PER HI-71DE INSTRUC770N:
EXCEED ULTIMATE DESIGN WIND SPE
180 MPH (EXPOSURE CATEGORY C
BOATS ARE TO BE REMOVED FROM i
LIFTS PRIOR TO A MAJOR WIND EV
PILINGS
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB -SURFACE CONDITIONS CAN
VARY GREATLY, THE CONTRACTOR
SHALL VERIFY ALL PILE
CAPACITIES TO COMPLY WITH
2017 FBC. ALL PILINGS TO BE
8" MINIMUM DIAMETER
2.5 C.C.A PRESSURE TREATED
WOOD, PRE -STRESSED CONCRETE
OR COMPARABLE EQUIVALENT.
ELEC7RICAL REVIEW.
112 HP ELECTRIC MOTOR
8.8 AMPS 0 115V EACH
4.4 AMPS ® 230V EACH
QUAN77TY 2
TOTAL WATTS: 2024
NOTE TO EXAMINER:
THIS CER77FIED ENGINEERED
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY -
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ROGER BABER
P.E. NO. 43855
CR PROFESSIONAL ENGINEERING
C.A. NO. 26967
1014 NW PINELAKE DR.
S7UART, FL 34994
ING MOUNTING TABS
rMUM (2) 318" DIA. SS LAG
TS FOR WOOD PILING OR
CONCRETE ANCHORS FOR
ICRETE PILINGS PER PILING
?UIRED.MINIMUM (2) 3/8"
SS CARRIAGE BOLT FOR
Ai iACHING MOUNTING TAB TO
LIFT REQUIRED PER PILING.
MOUNTING TAB CONSTRUCTED
FROM 1/4" X 2" ALUMINUM
6 0_5-_1 _- T-6- F L-A-T A&LA d?m
--v,
9, 000 LB. CODA GEAR BOA7LIFTS AND MARINE PRODUCTS
BOAT LIFT (2017 FBC) UU����� 4050 SELVITZ ROAD
FORT PIERCE, FL 34981
R. HYDE SCALE. NTS DA7E• 112118 REV- 1 1-800-544-0735 www.hi-tide.com
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