HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED:
REVISION FEE: - d
PERMIT #._17.12-0.1$?....._.........
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553 RECEIVED
APPLICATION FOR BUILDING PERMIT RE VISIO$R 19 2018
PROJECT INFORMATION
LOCATION/SITE ST. Lucie County, Permitting
ADDRESS:
3913 SHORESIDE DRIVE FORT PIERCE FL -BAKER LOT 7 TARPON FLATS
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
1. CHANGE BENTS TO 2" X 10" 2. CHANGE STRINGERS TO 2" X 8" 3. DELETED BENT EXT. FOR KAYAKS SHEET 3
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: SCC 131151026
BUSINESS NAME: WILCO CONSTRUCTION INC
QUALIFIERS NAME: ROBERT WILLIAMS
ADDRESS: 10751 ORANGE AVE
CITY: FORT PIERCE STATE: FL
PHONE (DAYTIME): 772-460-6928
OWNER/BUILDER INFORMATION:
ST. LUCIE CO CERT. #: 29115
ZIP: 34945
FAX: 772-460-6929
NAME: BAKER
ADDRESS: 3913 SHORESIDE DR
CITY: FORT PIERCE STATE: FL ZIP: 34949
PHONE (DAYTIME: N/A FAX: N/A
ARCHITECT/ENGINEER INFORMATION:
NAME: DANIEL PAUL RETHERFORD
ADDRESS: 1402 HARTMAN RD
CITY: FORT PIERCE
PHONE (DAYTIME): 772-224-9826
STATE: FL
FAX: N/A
ZIP: 34947
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Term/ Kayak
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LED FASTENERS OR ATTACHMENTS i 7[2 -o►'g2
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APR 1CONTR4CTOR OF RECORD REjr�«'ED B
DATE 5/
ST. Lucie Co40 lbs. /Sq Ft PLANS AND PE IT WST gE PT ON JOB
Dead Load 5 lbs. / Sq Ft OR NO I NSPECTI9,y WILL B.r _44A,)E.
VARIES
VARIES
SGL Bolts, Nut,
5;+ Washers 5/8" H.D.—
' Galy. OrS.S. (304) w
Nut Fully Threaded
.` 2" x 6"SYP, .40 A CQ
`a •�- /"X 6" Lags for Decking #1 Grade w
Sal IE`
stringers Minimal plank spacing.
L'
Fasten w #10 3" SS (304)
'N Screws, 2 per Stringer
{i Min.2 P.T. SYP,
f .40 ACQ treated
'. •.-•MNw .. stringers to be butt
jointed, butt joints to be
staggered. Min.+
P.T. SYP, .40 ACQ
treated DBL bents
jetted to a minimum depth of 6' and as
to provide adequate bearing and stability
14 �'ol
BAKER
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FORT PIERCE
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— Marine& Environmental Consulting Date:8130117
2537SEAIJonsoAvc Port St LuckFL34952
Ph.(772)283-2950
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THESE PLANS AND ALL PP,OPOSF.D WORK
ARE SUBJECT TO ANY CGRPECTIOIyS
REQUIRED QY FIFO'1481-'FrT096 'ITIAT
MAY BE NECCSSA111Y 114.dF IR TO
COMPLY WITH ALL AIPPLJOA6
La
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ARE THE RESRONSI9ILp OF THU
CONTRACTOR OF RECORD
1
TOTAL DOCK AREA = 352 SQ FT
40'
SEAGRASS SUREJVEY PERFORMED
BY BRUCE JERNER ON AUGUST 29,
2017. NO SEAGRASS OBSERVED
WITHIN A 50' RADIUS OF PROJECT
SITE
PROPERTYLINE...... _
TARPON FLATS SUBDIVISION
(PB 69-27) LOT 7 (OR 3905-2857)
----------------------------------- -
�a rd PROPERTYLINE .
MANMADE WATERWAY i LL.
an RI)id
BAKER
3913 SHORESIDE DRIVE
FORT PIERCE
Jerner & Associates, Inc. e/ 1 SHEET 2
Marine & Environmental Consulting Date: 8/�( A
7'—
11I --�- 2537SEAIfonsoAve. Port St. Lucie, FL34952
r Ph(772)283-2950
ry JERNER@BELLSOUTH.NET
4' +/- Bent Extension on
Landward side of
Terminus for Kayak
Storage
I
Pier Section Thru
Pier Plan View
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
_Washers 5/8" H.D.
Galy. Or S.S. (304) 1
Nut Fully Threaded
V,
2" x 6"SYP, .40 ACC
't X 6" Lags for Decking #1 Grade w
Stringers Minimal plank spacing
!° Fasten w #10 3" SS (31
Screws, 2 per Stringe
is i3
{, Min. 2" x 10" P. T. Sl
.40 ACQ treated
stringers to be buts
_.._.._.._.._.._.._.. _" .._.MI1N_.. jointed, butt joints to
staggered. Min. 2" x
x P.T. SYP, .40ACG
treated DBL bents
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
BAKER
3913 SHORESIDE DRIVE
FORT PIERCE
8" Dia. 2.5
ST. LUCIE COUN Ty
BUILDING DIVISION
FOR COP A �
REVIEWED BY
DATE
PLAWt Ab plri;i i 1'
(vile r ot- keff ON Job Otl
_ N0 1N8-Pct, Y1C_),14 '-71LL E� PA6?6 q
VARIES
4' +/-
CENTER STRINGERS TIED
WN WITH 2"X 4"X 12" 0.40
r EATED PINE W 2PC 3" SS
CREWS @ EA MEMBER
- �I' -- Jerner & Associates, Inc.
—I Marine & Environmental Consulting
�__ n I 2537SEA1fonsoAvc Port St. Lucie,FL34952
Ph.(772)283-2950
r JERNER@BELLSOUTH.NET
F.E. Z2451
Pi,'i` _,.
SHEET 3
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Date: 8 YJ f