HomeMy WebLinkAboutREVISION7
OFFICE USE ONLY:
DATE FILED: cJ
REVISION FEE —%i—zw
PERMIT # 1910-0036
RECEIPT # CS 1 W 0Sf
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
V72) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
SCANNED
BY
St. Lucie Countv
RECENED
LOCATION/SITE X liO COPY
ADDRESS:
414 NETTLES BLVD, JENSEN BEACH, FL 34957
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
DECKING TO BE: 2" X 6" WEAR DECK HOPE COMPOSITE
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): 772-460-6926
OWNER/BUILDER INFORMATION:
rIAIVIE: PERZEE, JOHN & JANET
13701 LAUERMAN ST UNIT 77
CITY: CEDAR LAKE STATE: IN
PHONE (DAYTIME: 219-405-6113
ARCHITECT/ENGINEER INFORMATION:
NAME: DANIEL PAUL RETHERFORD
ADDRESS: 1402 HARTMAN RD
CITY: FORT PIERCE
PHONE (DAYTIME): 772-224-9626
STATE: FL
ST. LUCIE CO CERT. #: 29115
_ ZIP: 34945
FAX: 772-460-6929
FAX: N/A
FAX: N/A
ZIP; 46303
ZIP: 34947
SLCCC: 9123109 91
Revised 06130117
MAR 0 4 21170
Permitting Departrnen-
St. Lucie Count,
Cola —M3-d
Dock Access Section Thru
3
,o ass
SGL Bolts, Nut, Washers
° m
5/8" S.S. (304) w Nut Fully
G p1 o
Threaded @ Bents
6feet +/-
2-x W Wear Deck HOPE
Wxs•lags Composite Deddng w/mldmal
__"
-
--
for stdngen plamZpadng. Faslenw/#10
3" S.S. rews (304) Sc. 2 per Stdn
2" x 8" P.T. SYP, 0.4OACQtreatr
v
_...........................
....
\ stringers s be a staggered. but
Joints to be staggered.
MHWL, 2 x 10' P.T. SYP, 0.40 ACQ treat
_....... DBL bents
Barren River Bottom
of to
A R130 S. Indian River rive
SuiteD EA Fort PieOr?e, Fl- 34950
Enviranlmntel Consultants (772) 577-4141
0
In. 9" Dla, 2.5 CCA Treated Piles
with 6' miaert®itiNuttober
Ltermitting
-166489-001-002-EE
Southeast District
ur
REVIEWED K...
Dock Access Plan Vie ODECOMIPLIA •?eC`
T. LUCIE CQP
6 feet+/- BOCC
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Center Stringers tied down with
2" x 4" x 12" 0.40 treated pine w
q. 2PC 3" SS Screws @ ea member
L
.Design Windload Information
b Code: FBC 20176rn ADD/FRC 2017/ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust Exposure "D"
C Importance Factor: 1.0
9 Internal Pressure Cceff.: 0.00
on iV Height: <10 Ft. Mean
17s*1 Boulevard
Jensen Beach, FL 34957
Sheet 4 of 6
2/2 / /2020