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PLAN VIEW
W . W . B N �
REPAIR EXISTING j 150 '
HURRICANE :
DAMAGED DOCK
AS NEEDED P/L P/L
PILINGS TO j 20' _
REMAIN
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110' I
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30 ' I
34 '
UPLAND AREA
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v R nTMCn'ISIO
ST.I.t1C .(7n: U?�T_ UIT. EBC 2014 5TH ADD.' WIND
BEVjVV4'ED FOR COIN2 SCE PROTOCOL
Romll,ED p
STRUCTOAL REVIEW DATE J
g'L_ei.�i'S A1°V'D ER UT MUST BE KEPT ON JOT-' CONSTRUCTION: WOOD FRAME STRUCTURE : OPEN
AND CERTIFICATION 0-RO EiE--PECTIO'.41VILL LSE;k;s�QE. WIND SPEED : 3 SEC GUST, 170 M.P.H/►
IMPORTANCE FACTOR : 1 EXPOSURE (r
FL.REG 34398 FRAME FLOOR 40 PSF LIVE LOAD
10"PSF DEAD LOAD COMPONENT AND LADING:
41
DESIGN STEVEN G WOOD I PE TAYLOR
DRAWN PROFESSIONAL ENGINEER # 34398 260 NETTES -BLVD.=
CHECKED 950 SULTAN DRIVE JENSEN BCH--, L .34 5Z
DATE r� PORT ST.LUCIE,FIL 34953
lb
~r
DOCK PLATFORM NOTE: ALL 8" PILINGS/
PLACED 10'-12' ON
CENTER.
R =NE %2 5 '•Q;':C.A
4 '-THRU-12 ' 4 �``
SECTIONS
I, l
2"X6"PT.#1 DECKING
FASTEN W/3"
SS.SCREWS W/1/4"
SPACING CUT OFF
W/2 screws PER
24"
STRINGER.
2"X8" PT.#2.SPACING AT
30"max.DOUBLED OUT
SIDE STRINGER W/ 5/8"
S.S THRU BOLT W/1 1/2
WASHER AND NUT
ON EACH PILING
O O
4'+
JOIST
2"X 8" PT. BOLTED W/ 5/8"
S.S THRU.BOLT
M.H.W
— — — — — — — — - — — — — — — — — — — — — — — -
M.L.W
- — — — — — — — — — — — — — — — — — — — — — —
6'
3'
SEA FLOOR
7'-8 ' MIN.
PENETRATION
STRUCTUAL REVIEW
AND CERTIFICATION
FL.REG 34398
i
DESIGN STEVEN G WOOD , PE TAYLOR
DRAWN PROFESSIONAL ENGINEER # 34398 260 NETTLES BLVD.
CHECKED JENSEN BCH.FL: 3- 957
950 SULTAN DRIVE
DATE f� , PORT ST.LUCIE,FL 34953
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