HomeMy WebLinkAboutDOCK DETAILTOP $ MID RAILS
OVERLAND APPROACH
2" X 10" P.T. SYP TOP CAP
2" X 6" P.T.-SYP HORIZONT
RAILS FASTENED W #10 3"
SS (304) SCREWS
1/2" SS (304) LAG BOLTS
WITH WASHERS
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Pier Section Thro
VARIES
GRADE
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RAPER RESIDENCE
1271 NETTLES-BLVD.
JENSEN BEACH, FL. 34957
Live Load 40 lbs. / Sq Ft
Dead Load 51bs. /Sq Ft
SGL Bolls, Nut
Washers 5/8" S.S. —
(304) w Nut Fully .
Threaded
2"X 6" SYP deck w
inimal plank spacing .
Fasten w #10 3" SS (304)
Screws, 2 per Stringer
P.T. SYP,..40
ACQ treated stringers to —
be buttjolnted; butt
Joints to -he staggered.
-P.T..
SYP, .40�
C
v
ACQ treated DBL bents
EXISTING
_ Mln. Die. 2.6.
CCA treated piles
Pier Plan View
Stringers
Design Windload Information
Code: FBC 2017 6TH ADD/FRC 2017/
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
WILCO CONSTRUCTION
10751 ORANGE AVE.
FORT PIERCE, FL 34945
772-460-6928
P Cn
2" X 4" BLOCKING AT EACH BENT TO
RUNNING STRINGER FASTENED WITH
#10 3" SS (304) SCREWS 4 PER BLOCK
SHEET 2
Date: 5/9/18
DOCK DETAIL
INDIAN RIVER
LAGOON
a
A
N
LADDE
(4)h' x 6"
®ss
RAPER RESIDENCE
1271 NETTLE BLVD.
JENSEN BEACH, FL. 34957
REPLACE EXISTING DOCKIN
WILCO CONSTRUCTION
10751 ORANGE AVE.
FORT PIERCE, FL 34945
772-460-6928
N.T.S.
Date: 5/9/18 SHEET 3
PLAN VIEW