DRAWINGSPROPOSED DOCK AND PILES
TYPICAL CROSS SECTION (SCALE:I" = 6'. HORIZONTAL AND VERTICAL)
A
EXISTING CONCRETE SEAWALL
CAP TO REMAIN, MATCH TOP
CAP ELEVATION WITH DOCK
ELEVATION 8.19 NGVD
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16 O.C.
TYP ICAL
PROPOSED 12000 LB BOAT LIFT
8
3"X 8" P.T.
AND BENTS
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WOOD STRINGERS
PROPOSED 1 2000 LB BOAT LI FT
2- 5/8" S.S. THRU BOLTS
WITH WASHER AND NUT (TYPICAL)
12*'X 48" (OR TO FIT)
FLO THRU DECKING
CONNECTED WITH 3-5**(#10)
S.S. SCREWS EACH
CONNECTION (TYPICAL)
o(s
- TOP VIEW (SCALE:I**= 6')
10" P.T. WOOD PILES. MIN 8' PENETRATION
OR TO REFUSAL
12 48" FLO THRU DECKING
CONNECTED WITH 3-5** (10) S.S. SCREWS
EACH CONNECTION
EXISTING
STEPS
EXISTING CONCRETE SEAWALL CAP
TO REMAIN. MATCH CAP ELEVATION WITH DOCK
DOCK EL 7.19
- - M.H.W. EL 2.69
M.L.W. EL 0.16
NOTES:
I. OUTSIDE STRINGERS SHALL BE CONNECTED TO PILES
WITH 2-5/8" LAG BOLTS AND WASHER, EACH CONNECTION
2. INSIDE STRINGERS SHALL BE CONNECTED TO BENTS
WITH S.S. SIMPSON HIIZ JOIST HANGER. 6-16d X 2.5**
S.S. NAILS TOP AND BOTTOM OF HANGER.
3. TERMINAL PLATFORM BENTS SHALL BE 2- 4"X 10** P.T.
WOOD CONNECTED TO PILES WITH 2-5/8" S.S. THRU BOLTS
WITH WASHER AND NUT EACH CONNECTION, PLATFORM
SHALL BE SAME AS DOCK (3 " 8 P.T. WOOD. 16 0. C.
TYPICAL CONNECTION.
4. MEAN HIGH WATER AND MEAN LOW WATER REFERENCED
TO TIDAL BENCH MARK NOTED IN U.S. DEPARTMENT OF
COMMERCE, NATIONAL OCEANIC AND ATMOSPHERIC
ADI" I STRAT I ON. NATIONAL OCEAN SERV PUBLICATION.
FLORIDA 872 2706, DATE: 12/16/91.
*. ,w*ar. ... 1$"
GENTRY ENGINEERING &
LAND SURVEYING. INC.
P40. BOX 243 DRAWING NO.
DELRAY BEACH, FLORIDA 33447-0243
1561 ) 272-1924 — OF —SH7