HomeMy WebLinkAboutConstruction PlansN
33'
25'
PROPOSED 10,000 BOAT LIFT WITH—
(2) NEW 10" DIA. 2.5 CCA C
MARINE TREATED WOOD PILING
2 STEPS DOWN /
TO LOWER DOCK /
ALUMINUM DOCK LADDER —
ATTACHED TO WOOD DOCK USED
(4) Nz"0 GALV.THRU. BOLTS W/WASHER 6, 1 `
6' 7'
NEW 10" DIA. 2.5 CCAJW
DOCK SUPPORT MARINE TREATED _ _ _ — —
WOOD PILING. PILING WILL BE G— 11 jL — _ jL �L
WRAPPED W/ 5' POLYGLYCOAT WRAP r I_ee B __ 1LIL—�.va .eILIL_
DOUBLE 2" X 8" P.T. SYP, 40 34.6' PROPERTY SHORELINE
ACO TREATED WOOD STRINGERCn
—10 = NETTLES ISLAND INC, A
r„ m m Q�a� CONDO —SECTION I PARCEL 53
C /'Q
J3 0 m
m
'7 O r PROPOSED PLAN VIEW
ZZ O SCALE 1"=10'
40
-<m
I� PROPOSED 1I
LJ 165 SF
WOOD DOCK
EXISTING 5,
WET FACE
Ilse OF SEAWALL]
Y__THRU—FLOW OR EQUAL GRATED
/ DECKING FASTENED TO STRINGERS
/ W/TWO #10x 3j" SS DECK
/ SCREWS& EA. SUPPORT.
-( 2 EA.) PER PILE 2•x8" P.T.
SYP, 40 ACQ TREATED WOOD
BENT WITH (1 EA.) 5/8" DIA.
S.S. BOLT, NUTS, AND WASHERS
(TYP.)
LINDA RIFFLE
MARINE & ENVIRONMENTAL
DRAFTING & DESIGN
I772-834-1906
l� LindaDraftl@att.net
a PATRICIA GRECO
2053 NETTLES BLVD.
JENSEN BEACH, FL. 34957
B&B Consulting Engineers
2237 Woods Edge Circle
Orlando Florida 32817
1'7z1-708-"e5 (»21-7a9-"8'
OS<;AR M. BERMUDEZ,P.E, P.E. '• Date:
Reg.. Florida No. 5141
t L
1
/ro"!2'`'' >
3/15/20
NEW WOOD DOCK &BOAT LIFT
_
2 OF 4
1
2"x 8" P.T. SYP, 40 ACQ
TREATED STRINGERS TO BE
BUTT JOINTED, BUTT JOINTS
TO BE STAGGERED. " TOE -NAIL
STRINGERS TO BENTS (TYP.)
THRU-FLOW OR
EQUAL GRATED
DECKING FASTENED TO STRINGERS
NEW 10" DIA. 2.5 CCA
W/TWO #10z 34" SS DECK
DOCK SUPPORT MARINE TREATED
SCREWS® EA.
SUPPORT.
WOOD PILING. PILING WILL BE
WRAPPED W/ 5' POLYGLYCOAT WRAP
EXISTING
SHEET PIQSEAWALL
DOUBLE 2" X 8" P.T. SYP, 40
W/ WOOD
ACQ TREATED WOOD STRINGER INSIDE
TO REMAI
SECURED BY R" S.S. THRU. BOLT,WASHERS
NUT ® EACH PILE LOCATION
EXISTING
CONCRETETO
REMAI
TOP OF DOCK -
III
III
-
- ( 2 EA.) PER PILE 2"x8" P.T.
SYP, 40 ACQ TREATED WOOD
I-III—Ia
BENT WITH (1 EA.) 5/8" DIA. 5'
_
S.S. BOLT, NUTS, AND WASHERS
-I
(TYP.)
M.H.W.
8
—I
M.L.W.
5,-8"
—
3,-2„
BERM EL. VARIES
OmO�
/7
t ✓
AmyDIA.
v
2.5 CCA
O r-
MARINE TREATED WOOD PILING
In
PILINGS TO BE VIBRATORY
e
HAMMER TO 10 TON LOAD AS
NECESSARY TO PROVIDE
Z
6./
ADEQUATE BEARING & STABILITY
z
SECTION —A
m
WOOD
DOCK (TYP.) DETAIL
N.T.S.
TOENAIL STEPS TO DECK W/
#10 3" SS SCREWS 2 PER
STRINGER EACH SIDE
(3) 7j" MAX RISERS
W/ 12" WIDE GRATED
DECKING TREAD
6'
LOWER
DOCK
-NEW 10" DIA. 2.5 CCA
DOCK SUPPORT MARINE TREATED
WOOD PILING. PILING WILL BE
WRAPPED W/ 5' POLYGLYCOAT WRAP
THRU- FLOW OR EQUAL GRATED
DECKING FASTENED TO STRINGERS
W/TWO #10x 3I" SS DECK
SCREWS® EA. SUPPORT.
—DOUBLE 2" X B" P.T. SYP, 40
ACQ TREATED WOOD STRINGER INSIDE
SECURED BY J" S.S. THRU. BOLT,WASHERS
3,& NUT ® EACH PILE LOCATION
DOUBLE 2" X 8" P.T. SYP, 40
ACQ TREATED WOOD STRINGER INSIDE
SECURED BY i" S.S. THRU. BOLT,WASHERS
& NUT 0 EACH PILE LOCATION
4"X4" P.T. SYP, 40 ACQ TREATED
5'-8"WOOD POST ATTACHED TO STRINGER
& STEPS WITH (1) �" S.S. BOLT,
WASHER & NUT EA. END. (BOTH SIDES)
BERM EL. VARIES
I
I I
I I NEW 10" DIA. 2.5 CCA
1
I MARINE TREATED WOOD PILING
JILL
PILINGS TO BE VIBRATORY
HAMMER TO 10 TON LOAD AS
NECESSARY TO PROVIDE
SECTION
—g ADEQUATE BEARING & STABILITY
LOWER WOOD DOCK
(TYP.)_1DETAII! r
N.T.S.
LINDA RIFFLE
MARINE & ENVIRONMENTAL
DRAFTING & DESIGN
4-10
77z-ssI6)9tt nrt
T inch 2-83
PATRICIA GRECO
2053 NETTLES BLVD.
JENSEN BEACH, FL. 34957
B&B Consulting Engineers
2237 Woods Edge Circle
Orlando Florida 32817
"�'-'oe-7795 cnz>-7oa-"e'
USCAR M. BERMUDEZ,P.E, P.E. Dme:
c,
Reg. F�rida y .: ,.ct41
Q
l r Z� '�� • '
n3/15/20
3 IlF d
— NEW WOOD DOCK & BOAT LIFT
NEW DOCK -
SEE DETAIL
PG- 3 OF 4
EXISTING
SHEET PILE
W/ WOOD DECK
TO REMAIN
EXISTING
CONCRETE SEA WALL
TO REMAIN
lllllla
II —III °e
IIIIII"
IIIII e°
—I
10'
Mount Bracket To Piling
Use (2) 1" Stainless Steel
or Galvanized Thru. Bolts
Through Bracket and Piling
PROPOSED 10,000 BOAT LIFT WITH PILING MOUNT
(2) NEW 10" DIA. 2.5 CCA 10,000 ELEVATOR BOAT LIFT
MARINE TREATED WOOD PILING
MOUNT BRACKET (TYP.) DETAIL
,$ TOP OF DOCK
722.5'
5'
M.H.W.
M.L.W.
5'�B „
3'-2
`:0
//
1J0-00
C
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C
Z
0
mo
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m
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0
I I I
I I'
ILL � USING VIBRATORY HAMMER DRIVER
PENETRATION TO BE 3' MINIMUM
NEW 107DIA.12.5 CA DEPTH OR REFUSAL WHICHEVER IS
MARINE TREATED WOOD PILING DEEPER INTO THE ROCK STRATA AS
PILINGS TO BE VIBRATORY NECESSARY TO PROVIDE ADEQUATE
HAMMER TO 10 TON LOAD AS BEARING & STABILITY
NECESSARY TO PROVIDE
ADEQUATE BEARING & STABILITY
SECTION—C
BOAT LIFT SECTION
N.T.S.
THE
WORK
SPECIFIED
HEREIN
HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE
BEST
MANAGEMENT PRACTICES:
FLOATING TURBIDITY CURTAIN EXTENDING WITHIN
1' OF BOTTOM TO BE INSTALLED DURING PILING IN
.".. DATDT/"TA /'AL1f1/1
LINDA RIFFLE
INE & ENVIRONMENT
DRAFTING & DESIGN
772-834-1906
LindaUraftl@att.net
2053 NETTLES BLVD.
JENSEN BEACH. FL. 39
NEW WOOD DOCK &
B&B Consulting Engineers
7 2237 Woods Edge Circle
Orlando Florida 32817
�T LIFT (772)-708-7785 (772)-708-77e
EDITION M17`FLORdc-k BUILDING CODE.
ATION_„ + , �, I
OSCARy M. BERMI
Reg. Florida No.
Z,P.E, P.E. Date_:- 3/15/20
�141
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