HomeMy WebLinkAbout2001 - North Pier & Boat DocksGENERAL NOTES:
1,
CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING
`�
PERMITS BEFORE COMMENCING WORK
2.
CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL
N❑. 1
SITE CONDITIONS BEFORE STARTNG CONSTRUCTION
3.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF
N❑ 2
ALL EXISTING UTILITIES, THE CONTRACTOR SHALL CONTACT
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ALL CONCERNED UTILITIES AT LEAST 48 HRS IN ADVANCE
N❑ 3
OF CONSTRUCTION OPERATIONS
4.
ANY DISCREPANCIES FOUND ON THE DRAWINGS SHALL
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BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER
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BEFORE COMMENCING OR CONTINUING CONSTRUCTION
5.
NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE
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MADE WITHOUT PRIOR APPROVAL OF PROJECT ENGINEER
6.
ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE
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WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN, FL
7.
THE CONTRACTOR SHALL MAINTAIN A CLEAN WORKPLACE IN THE
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VICINITY OF THE PIER AND SHALL PROVIDE A SUITABLE BARRIER
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TO PREVENT INGRESS TO THE PIER DURING CONSTRUCTION
8,
THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION MATERIAL SCRAP
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TURBIDITY BARRIER AND OTHER CONSTRUCTION DEBRIS AT THE
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COMPLETION OF CONSTRUCTION
9.
AT LEAST 48 HRS ADVANCE NOTICE FOR ANY REQUIRED
INSPECTI❑N
- NOTE: SEE TECH. SPEC. FOR NOTES ON DEM❑LITI❑N OF EXISTING PIER
W
AND ENVIRONMENTAL REQUIREMENTS
SHORE LINE
5'- 25. C.
12'+/- -�' BEGINNING OF
SUBMERGED LAND
LEASE
V.
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GENERAL CONSTRUCTION NOTES MATERIAL SPECIFICATION
1. ALL WOOD SHALL BE NO. 2 KD PRESSURE TREATED
1, 'ROUGH CUT" LUMBER SHALL BE USED ON ALL
MEMBERS IN THE SUBSTRUCTURE WHILE "DRESSED" SOUTHERN PINE OR EQUAL EXCEPT ALL DECKING PLANKS
LUMBER IS TO BE USED ON THE DECKING AND AND HAND RAIL SHALL BE NO. 1 KD PRESSURE TREATED
SHALL BE DRESSED AND SHALL BE SURFACED ON SOUTHERN PINE OR APPROVED EQUAL,
FOUR SIDES 2, MAIN PIER PILINGS SHALL HAVE A MINIMUM BUTT DIA, OF 10"
2 ALL DECKING PLANKS TO BE CONSTRUCTED 3, FINGER PIER PILINGS SHALL HAVE A MINIMUM BUTT DIA OF 8"
WITH BARK SIDE UP 4, PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH AMERICAN
3. TOPS OF HAND RAILS SHALL BE RADIUSED AS SHOWN WOOD PRESERVERS ASSOCIATION STANDARD C-2, THE
ON THE DRAWINGS, SANDED AND FREE OF SPLINTERS PRESERVATIVE USED SHOULD BE A WATERBORNE PRESERVATIVE
4, ALL BOLT HOLES SHALL BE DRILLED A MINIMUM OF SUCH AS TYPE B OR C OR EQUAL AS COVERED IN FEDERAL
1 1/2" FROM ANY EDGE SPECIFICATION TT -W-535 & AWPA STANDARDS P5, C2 & C14,
5, C❑UNTERBORE OUTSIDE STRINGERS ON BOAT DOCKS - PILING TREATMENT SHAL BE 2.5
TO HIDE 1/2" THREADED RODS AND NUTS - BENT AND STRINGER TREATMENT SHALL BE 0,60
6, PIER AND BOAT DOCK PILINGS SHALL HAVE A MINIMUM - DECKING, RAILINGS AND MID -POSTS SHALL BE 0,25
IMBEDMENT OF 6 FEET IN THE LAGOON BOTTOM 4, ALL CONNECTORS SHALL BE MARINE GRADE STAINLESS STEEL
WITH THE EXCEPTION OF LAG SCREWS OR TAP CONS WHICH
SHALL BE HOT DIPPED GALVANIZED WHERE SPECIFIED ON THE
DRAWINGS,
5. NAILS SHALL BE 16ol STAINLESS STEEL RING SHANK
REVISI❑N 4 REVISION 3 REVISION 2 REVISION 1
INCREASED FINGER CHANGED PILING C -C CHANGED PIER AND MODIFIES DIMENSIONS OF
PIER LENGTH DISTANCE TO 5'-2" PLATFORM PILINGS FINGER PIERS (FROM 4'X12'
TO 20' TO COMPLY WITH TO 10" DIA. TO 4'-4'X16'); ALSO MODIFIES
SUBMERGED LAND HANDICAP DOCK CONFIGURATION
LEASE
SUBMERGED LAND LE
BOUNDARY
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CAW HANDRAIL �--� -N
A'-4:
0 0
MATCH
STEP
LINE --�\ �5'-2'0,C, CTYPJ
11' .` 11'-5' CTYPJ
6'- 2" 0, C. O.C. O,C, O,C.
- s • s
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HANDICAP
BEAT DOCKS
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�-43' 4' D.C.
O O 2D,
253/-2"
lb
ACCESS PIER
238'-2'
FINGER PIER
O O O O O O
• • s � s � s s • s s • t s a •
s • s s • � a • s s a s s • s
0 0 0 0 0 0 0 0 0 0
SUBMERGED LAND
BOAT PIER AND BOAT DOCKS LEASE BOUNDARY
MATCH
- LINE
(SEE SHEET 3 FOR
TRANSITI❑N DETAIL
0 0
TOP RAIL
11'-5' 0,C'
HANDRAIL 3)1
BENCH
0 0
.�' 14'
D.C.
FISHING/
❑BSERVATI❑N
PLATFORM
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REVISIONS
DATE
N❑. 1
7-17-01'
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V
N❑ 2
9-10-011
E-1
*
N❑ 3
*
*
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12-15-01'
238'-2'
FINGER PIER
O O O O O O
• • s � s � s s • s s • t s a •
s • s s • � a • s s a s s • s
0 0 0 0 0 0 0 0 0 0
SUBMERGED LAND
BOAT PIER AND BOAT DOCKS LEASE BOUNDARY
MATCH
- LINE
(SEE SHEET 3 FOR
TRANSITI❑N DETAIL
0 0
TOP RAIL
11'-5' 0,C'
HANDRAIL 3)1
BENCH
0 0
.�' 14'
D.C.
FISHING/
❑BSERVATI❑N
PLATFORM
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APPROVED
DATE
5-21-01
SCALE
AS SHOWN
JOB NO,
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REVISIONS
DATE
N❑. 1
7-17-01'
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9-10-011
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11-5-01'
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SCALE
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JOB NO,
SHEET 2A OF A
GENERAL N❑TESD
1 CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING
PERMITS BEFORE COMMENCING WORK
2, CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL
SITE CONDITIONS BEFORE STARTNG CONSTRUCTION
3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF
ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT
ALL CONCERNED UTILITIES AT LEAST 48 HRS IN ADVANCE
OF CONSTRUCTION OPERATIONS
4, ANY DISCREPANCIES FOUND ❑N THE DRAWINGS SHALL
BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER
BEFORE COMMENCING OR CONTINUING C❑NSTRUCTI❑N
5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE
MADE WITHOUT PRIOR APPROVAL OF PROJECT ENGINEER
6, ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE
WITH THE APPLICABLE ORDINANCES ❑F- THE CITY OF SEBASTIAN, FL
7. THE CONTRACTOR SHALL MAINTAIN A CLEAN WORKPLACE IN THE
VICINITY OF THE PIER AND SHALL PR❑VIDE A SUITABLE BARRIER
TO PREVENT INGRESS TO THE PIER DURING CONSTRUCTI❑N
8. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL
COMPONENTS OF EXISTING PIER IN ACCORDANCE WITH ALL
APPLICABLE ORDINANCES
9. AT LEAST 48 HRS ADVANCE NOTICE FOR ANY REQUIRED
INSPECTION
NOTE: SEE TECH. SPEC, FOR NOTES ON DEMOLITI❑N OF EXISTING PIER AND ENVIRONMENTAL
REQUIREMENTS
SHORE LINE
12' (TYP )
5' -2"
— 12'+/- —k
�--- BEGINNING OF SUBMERGED
LAND LEASE BOUNDARY
.4!
20,
o
2X10 HANDRAIL
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4'-4` f
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s�4'-4"
n 0 0
MATCH ry
LINE STEP
(TYP,)
O.C. O.C, O.C.
s sus
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(•
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HANDICAP
BOAT DOCKS
182'-3"
GENERAL CONSTRUCTION NOTES:
1, "ROUGH CUT" LUMBER SHALL BE USED ❑N ALL
MEMBERS IN THE SUBSTRUCTURE WHILE "DRESSED"
LUMBER IS TO BE USED ON THE DECKING AND
SHALL BE DRESSED AND SHALL BE SURFACED ON
FOUR SIDES
2 ALL DECKING PLANKS TO BE CONSTRUCTED
WITH BARK SIDE UP
3, TOPS OF HANDRAILS SHALL BE RADIUSED AS SHOWN
ON THE DRAWINGS, SANDED AND FREE OF SPLINTERS
4. ALL BOLT HOLES SHALL BE DRILLED A MINIMUM OF
1 1/2" FROM ANY EDGE
5, COUNTERBORE OUTSIDE STRINGERS ON BOAT DOCKS
TO HIDE 1/2" THREADED RODS AND NUTS
6, PIER AND BOAT DOCK PILINGS SHALL_ HAVE A MINIMU
IMBEDMENT OF 6' IN THE LAGOON BOTTOM
REVISION 3 REVISI❑N 2
INCREASE
FINGER PIER ADDED PIER
LENGTH TO 20' TRANSITI❑N
DETAIL
i
253'
ACCESS PIER
23,_8,_ _ FINGER PIER —�
0 0 20'
s • 1 `� s s � s �—+t 1� i
6'
0 0 0 0
— — s_ 3'-4" 0, C,
BOAT PIER AND BOAT DOCKS
SUBMERGED
LAND LEASE
BOUNDARY
REVISION 1
CHANGED PILING C -C
DISTANCE TO 5'-2" TO
COMPLY WITH SUBMERGED
LAND LEASE; ALSO
MOD. ADA FINGER PIERS
FOR SAME REASON
MATERIAL SPECIFICATI❑N
1. ALL WOOD SHALL BE NO. 2 KD PRESSURE TREATED
SOUTHERN PINE OR EQUAL EXCEPT ALL DECKING PLANKS
AND HAND RAILS SHALL BE NO, 1 KD PRESSURE TREATED
SOUTHERN PINE OR APPROVED EQUAL,
2. MAIN PIER AND PLATFORM PILINGS SHALL HAVE A BUTT DIA, OF 10"
3, FINGER PIER PILINGS SHALL HAVE A BUTT DIA. OF 8"
4, PRESSURE TREATMENT SHALL BE IN ACCORDANCE WITH AMERICAN
WOOD PRESERVERS ASSOCIATION STANDARD C-2. THE PRESERVATIVE
USED SHOULD BE A WATERBORNE PRESERVATIVE SUCH AS TYPE
B OR C OR EQUAL AS COVERED IN FEDERAL SPECIFICATION
TT -W-535 & AWPA STANDARDS P5, C2 & C14,
ALL PILINGS SHALL HAVE A MINIMUM RETENTION OF 2,5
M ~ BENTS AND STRINGERS SHALL HAVE A MINIMUM RETENTION
OF 0.60
DECKING, RAILINGS AND MID -POSTS SHALL HAVE A MINIMUM
RETENTION OF 0.25
5, ALL CONNECTORS SHALL BE MARINE GRADE STAINLESS STEEL
WITH THE EXCEPTION OF LAG SCREWS OR TAP CONS WHICH
SHALL BE HOT DIPPED GALVANIZED WHERE SPECIFIED ON THE
DRAWINGS,
6. NAILS SHALL BE 16d STAINLESS STEEL RING SHANK
1010.
14
s - t- —I— 1
,_11'-5" ❑.C.4
3 3'
• s -
BENCH
I_
X 14'
O.C.
FISHING/
OBSERVATION
PLATFORM
SUBMERGED LAND
LEASE BOUNDARY
STRINGER
0
TOP RAIL
¶MATCH
LINE
II
HAND RAIL
INTERFACE
DECK
I
1
X11
TRANSITION FROM ACCESS PIER TO BOAT PIER
CREVISIONS DATE
N❑, 1 11-5-01
N❑, 2 12-6-01
N❑, 3 12-15-01
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DATE
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JOB NO,
SHEET 3A OF (S A
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1' 51-2# .�
O.C.
R1/2'
45'
3'-6' (TOP OF
C HANDRAIL)
MHW
T\ Y/ V/ LAGOON BOTTOM
PILINGS SHALL BE IMBEDDED
6' MIN. IN LAGOON BOTTOM
SECTION VIEW OF
252' ACCESS PIER
SEGMENT OF MAIN
PIER
r G'-2'
3'-4'
G' 1
MAIN PIER
BENT
10'
�s I
8'
8"
STEP DETAIL
STEPS TO
FINGER PIER
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DIMENSIONS;
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ALL BENTS
2X10
ALL STRINGERS
2X10
PILINGS, MAIN PIER
10' DIA.
PILINGS, FINGER PIERS
8' DIA.
MID -POSTS
4X4
MAIN PIER DECKING
2X8X6'
FINGER PIER DECKING
2X8X4°-4"
HANDRAILS
2X10
MID -RAILS
2X4
FASTENERS
�- -
BENTS TO PILINGS
3/4' S.S. THREADED RODS, NUTS AND WASHERS
STRINGERS TO PILINGS
1/2' S.S, THREADED RODS, NUTS AND WASHERS
MIDDLE STRINGER TO BENTS
TOE NAIL 16d S.S. RING SHANK NAILS
MIDDLE STRINGER OVERLAP
16d S.S. RING SHANK NAILS
MID -POSTS TO STRINGER
1/2' S,S, BOLT, NUT AND WASHERS
HANDRAILS TO PILINGS
1/2' HOT DIPPED GALV, LAG BOLTS PLUS 16d S,S, NAILS
HANDRAILS TO MID -POSTS
16d S.S. NAILS
MID -RAILS TO PILINGS AND MID -POSTS
16d S.S. NAILS
DECKING TO STRINGERS
3' S.S. DECK SCREWS
1' 51-2# .�
O.C.
R1/2'
45'
3'-6' (TOP OF
C HANDRAIL)
MHW
T\ Y/ V/ LAGOON BOTTOM
PILINGS SHALL BE IMBEDDED
6' MIN. IN LAGOON BOTTOM
SECTION VIEW OF
252' ACCESS PIER
SEGMENT OF MAIN
PIER
r G'-2'
3'-4'
G' 1
MAIN PIER
BENT
10'
�s I
8'
8"
STEP DETAIL
STEPS TO
FINGER PIER
SECTION VIEW OF
FINGER PIER
SEGMENT OF MAIN
PIER
FINGER PIER BENT (TYP,
4'-4'
I MAIN PIER
1.
ADA RAMP AND FINGER PIER
SAME AS OPPOSITE SIDE
,/L_, DECKING C[1NFIG. AT
��1= ADA RAMP,' CAIN PIER
INTERSECT]ION
NOTCH MAIN PIER BENT AT POST
AS SHWN TO ACCOMMODATE FINGER
PIER STRINGER
e o'
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FINGER PIER BENT (TYP,)
FINGER PIER STRINGER (TYP.)
TOP OF PILING
UNDER DECK (TYP.)
SCAB 2X10 ONTO TYPICAL ADA FINGER
BENT TO HELP SUPPORT PIER FRAMING (SEE
STRINGERS ----\ SHEET 2 FOR ADA
FINGER PIER LOCATION)
r-TYP, DECK
BOARD
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4'-4' RA11P
5' 0, C. STRINGER RAMP
�. BENT
FINGER
f PIER
STRINGER
ADA RAMP BENT (TYP.)
16'
STEP
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FINGER PIER/MAIN Pit -K
INTERSECTION
MHW
LAGOON BOTTOM
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m
TYPICAL FINGER
PIER FRAMING
NOTE: FINGER PIERS
ARE THE SAME ON
BOTH SIDES OF MAIN
PIER
MHW
i
RAMP TO ADA
FINGER PIER
REVISION I
CHANGE MAIN PIER
PILINGS TO 10" DIA,
REVISI❑N 2
MODIFY ADA FINGER
PIER TO STAY INSIDE
SUB. LAND LEASE
BOUNDARY
REVISION 3
INCREASE LENGTH
❑F FINGER PIERS
TO 20'
REVISIONS DATE
ND. 1 9-11-01
N❑, 2 12-6-01
ND. 3 12-15-01
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PILINGS SHALL BE IMBEDDED
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6' MIN. IN LAGOON BOTTOM
Q
SECTION VIEW OF
FINGER PIER
SEGMENT OF MAIN
PIER
FINGER PIER BENT (TYP,
4'-4'
I MAIN PIER
1.
ADA RAMP AND FINGER PIER
SAME AS OPPOSITE SIDE
,/L_, DECKING C[1NFIG. AT
��1= ADA RAMP,' CAIN PIER
INTERSECT]ION
NOTCH MAIN PIER BENT AT POST
AS SHWN TO ACCOMMODATE FINGER
PIER STRINGER
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FINGER PIER BENT (TYP,)
FINGER PIER STRINGER (TYP.)
TOP OF PILING
UNDER DECK (TYP.)
SCAB 2X10 ONTO TYPICAL ADA FINGER
BENT TO HELP SUPPORT PIER FRAMING (SEE
STRINGERS ----\ SHEET 2 FOR ADA
FINGER PIER LOCATION)
r-TYP, DECK
BOARD
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4'-4' RA11P
5' 0, C. STRINGER RAMP
�. BENT
FINGER
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STRINGER
ADA RAMP BENT (TYP.)
16'
STEP
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FINGER PIER/MAIN Pit -K
INTERSECTION
MHW
LAGOON BOTTOM
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m
TYPICAL FINGER
PIER FRAMING
NOTE: FINGER PIERS
ARE THE SAME ON
BOTH SIDES OF MAIN
PIER
MHW
i
RAMP TO ADA
FINGER PIER
REVISION I
CHANGE MAIN PIER
PILINGS TO 10" DIA,
REVISI❑N 2
MODIFY ADA FINGER
PIER TO STAY INSIDE
SUB. LAND LEASE
BOUNDARY
REVISION 3
INCREASE LENGTH
❑F FINGER PIERS
TO 20'
REVISIONS DATE
ND. 1 9-11-01
N❑, 2 12-6-01
ND. 3 12-15-01
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APPROVED
DATE
7-20-01
SCALE
3/8"=1'-0"
JOB NO,
SHEET4 A OF 6A
CENTER MID -RAIL BETWEEN
BOTTOM OF HANDRAIL AND
DECK
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DIMENSIONS:
TOP 2'X10'X6 1/2'
SIDES 2'X10'X6 1/2'
BACK 2'Xl0'X14'
FRONT (SEE DETAIL)
MHW
LAGOON BOTTOM e \ \ \ \ \
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LIGHT BOX DETAIL
SCALE, 3/4'=1'0'
ACCESS PIER ELEVATION
214'
SCALE; 3/8'=1'-0'
ULOU
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D.C. D.C. O,C' '
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O O O 0 0
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MHW
LAGOON BOTTOM
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/ 6' MIN, PILING r /
IMBEDMENT IN
LAGOON BOTTOM
OPENING TO ADA OPENING TO
BOAT DOCK/
RAMP FINGER PIER
BOAT DOCK PIER ELEVATION
SCALE, 3/8'=1'-0'
1"
FRONT DETAIL
REVISION 3
FINGER PIER
LENGTH TO 20'
LIGHT FIXTURE
ENERTRON TECHNOLOGIES, INC,
MODEL 7900 W -L
REVISION 2
SHOW ACCESS PIER
W/6' O,A, WIDTH
REVISION 1
CHANGE MAIN PIER
PILINGS TO 10" DIA
12'-0'
COUNTERBORE BOAT DOCK
_.
HIDE
HEX NUT AND THREA
D.C.
(TYPJ
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LIGHT
BOX (24' ❑.C,)
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DIMENSIONS:
TOP 2'X10'X6 1/2'
SIDES 2'X10'X6 1/2'
BACK 2'Xl0'X14'
FRONT (SEE DETAIL)
MHW
LAGOON BOTTOM e \ \ \ \ \
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LIGHT BOX DETAIL
SCALE, 3/4'=1'0'
ACCESS PIER ELEVATION
214'
SCALE; 3/8'=1'-0'
ULOU
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/ 5'-2" / 11'-5' 11'-5' 51-2"ol
D.C. D.C. O,C' '
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MHW
LAGOON BOTTOM
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IMBEDMENT IN
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OPENING TO ADA OPENING TO
BOAT DOCK/
RAMP FINGER PIER
BOAT DOCK PIER ELEVATION
SCALE, 3/8'=1'-0'
1"
FRONT DETAIL
REVISION 3
FINGER PIER
LENGTH TO 20'
LIGHT FIXTURE
ENERTRON TECHNOLOGIES, INC,
MODEL 7900 W -L
REVISION 2
SHOW ACCESS PIER
W/6' O,A, WIDTH
REVISION 1
CHANGE MAIN PIER
PILINGS TO 10" DIA
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BOAT DOCK/FINGER PIER ELEVATION
SCALE, 3/8'=1'-0'
NOTE: ADA FINGER PIER ELEVATION IS
ON SHEET 4
ELEVATIFINS
REVISIONS Dpi T E
N0, 1 9-11-01
N0o 2 12-10-01
N0 3 12-15-01
COUNTERBORE BOAT DOCK
OUTSIDE STRINGERS TO
HIDE
HEX NUT AND THREA
ROD
(TYPJ
0
Tf
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BOAT DOCK/FINGER PIER ELEVATION
SCALE, 3/8'=1'-0'
NOTE: ADA FINGER PIER ELEVATION IS
ON SHEET 4
ELEVATIFINS
REVISIONS Dpi T E
N0, 1 9-11-01
N0o 2 12-10-01
N0 3 12-15-01
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APPROVED
DATE
7-21-01
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BENCH DETAIL
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4X4 Nt)ILER---'-1
FOR 2X8 RAIL
AND MID -RAIL
FASTENED TO
BENT AND
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MID-P❑ST
FASTENED TO
STRINGER
2X10 STRINGER
2X10 BENT
2X8X6' PIER
DECKING (1/4'
SPACING BETW,
BOARDS) y
PIER STRINGER
HANDRAIL ---,
PIER BENT
TOP RAIL-�
14'-2'
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2X8X14' PLATFORM
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2X10
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2X10 SUPPORT RAIL
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10'-7 5/8'
MID P❑ST
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MHW
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PILINGS SHALL BE IMBEDDED
6' MIN, IN LAGOON BOTTOM
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ELEVATI❑NS
REVISI❑N 1
CHANGE PILING DIA,
TO 10"
REVISI❑N 2
ADD BENCH DETAIL
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REVISIONS DATE
N❑ 1 9-12-01
N❑, 2 12-6-01
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APPROVED
DATE
8-3-01
SCALE
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JOB NO.
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DATE
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JOB NO.
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