FLD2003-11057 (2)
FLD2003-11057
514 S GULFVIEW BLVD
L Y NS, BOB - DALTON CLEARW A ER
PLANNER OF RECORD: MHR
ATLAS # 276A
ZONING: T
LAND USE: RFH
RECEIVED: 11/14/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
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REVISIONS
DESCRIPTION
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WOODS 3~,Q1!~~LTING
PALM HARBOIJ F(.&RI~~i7) 78G-7479
rEL: (727) 78G-574 '
Harborvlew Grand
DATE: 10-29-03 SHEETE:, I OF I
JOB NO.: 097-03 SeAL. 1"= IGI(3/4"= I')
PROPOSED DOCKS
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PIN:
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#530
PIN: 17/29/15/05004/001/0
RICHAR~H~~~~~~r?~I'vr' E,
CIL~:~WATER, FL08ROID:3~~7G4
TEL: (727) 5 -
FAX: (727) 530-3790
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PEDESTAL NLM3ER
DUAL PEDESTALS (}NITH QUAD 30 IWP SERVIC~
POWER REQ UIRED EACH PEDESTAL OTHER
10,7
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REVISIONS
DESCRIPTION
MOVED DOCKS FURTHER APART
REV SETBACKS
REVISED STANDARD NOTES AND DETAILS
DATE
3-4-04
- 27 -04
7 -7 -05
GENERAL DOCK NOTES:
,. ALL DECKING TO BE TRIMMED, BO TH SIDES.
2. ALL PILINGS TO BE SEA TED WI TH A FREE FALLING HAMMER
IF WA TER JETTING IS INSTALLA TlON METHOD.
3. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS TO BE 10' NOMINAL.
NOT TO EXCEED 12~
4. DOCK FRAMING TO BE CONSTRUCTED USING STAINLESS STEEL RING SHANK 16D
NAILS. DECKING TO BE SECURED TO STRINGERS WITH #10 STAINLESS STEEL
SELF-TAPPING SCREWS.
5. DECK BOARD SPACING A T TIME OF INSTALLA TlON NOT TO EXCEED 1/8'~
6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 LUMBER,
7 RASP OR FEA THER ALL SA WCUT5.
8. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN
SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WA TER AND
NA V7GA TION CON TROL AU THORI TY REGULA TlONS MANUAL
9. CCA WOOD NOT ACCETABLE FOR DECKING OR RAILING MA TERIALS WOOD
TREA TMENT AS FOLLOWS ARE ACCEABLE: ALKALINE COPPER QUA TERNARY (ACQ),
COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA).
10. GAL VANIZED FASTERNERS ARE NOT TO BE USED IN WOOD WITH AZOLE
TREA TMENTS. USE STAINLESS STEEL ONL Y (TYPE 304 OR 316).
_12.0
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Proposed Dock Slips and Catwalks
Slip 0lmen51oneo Oock 01 m ene>lOl1 eo
Sllp# CI e<'lr Span length C<'ltwalk Leng th Width .!lnd Commenb
feel:: feet Between feet feel::
I IS' 27' I ~nd 2 271 3'
" .. ,~
2 IS' 27'
3 IS' 27' 3 ilnd 4 27' 3'
1 4 IS' 27'
5 IS' 27' 5 and b 27' 3'
b IS' 27'
7 IS' 27' 7 271 3'
() IS' 3D' 8 3D' 3'
9 IS' 30' 9 and 10 30' 3'
" .. "
10 IS' 30'
I 1 I IS' 3D' 1 I o'lnd 12 301 3'
i 12 IS' 3D'
I 13 IS' 3D' 13 an~ 14 301 3'
,
14 IS' 3D' I
15 15.51 SO' 15 SO' 3' ;:'
110 15.51 3D' 110 o'lnd 17 301 3' .
-
, 17 5.5' 3D'
I ------- ..
18 15.5' 3Q' " I () and. I 9 301 3'
,'.< .,,", ".' '<<'. .r'., '" .., ...
! 19 15.5' 3D'
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ELECTRICAL REQLRE~NTS
PEDESTALS:
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ALL PEDESTALS TO BE INNOVATIVE F\MRINE PRODUCTS -L1G1-1THOUSE" PEDESTALS
OR ENGII\EER-APPROVED EQUAl... EVERY TWO SLIPS SH!tLL BE SERVED BY Qf\E
PEDESTAL. WHERE ON: PEDESTAL CANNOT SERVICE TWO SLPS, A PEDESTAL IS TO
BE PROVIDED TO SERVE THE SINGLE SUP.
THE NUM3ER OF PEDESTALS REQUIRED MD THEIR POWER REQUIRE~NTS ARE:
3
1,2,6-11
QUAD 30A~ RECEPTACLES
SINGLE 20 Art.P GFI RECEPTAa.E
TWO TWO POLE 20 IWP BREAKERS
(BREAKERS FOR FUTURE LIFTS)
DUAL WA Tffi
ILLUMNA TION
CABLE lV
TELEPHONE
(OPTIONAL)
OTHER ELEClRlCAL. REQUIREM:NTS:
1. PO\NER TO DOCK SERVICE DISTRIBU110N PAf-.EL(S) TO BE PROVIDED VIA
UNJERGROlN) SERVICE.
2. PO\NER FOR PEDESTAL I LLUMNA TION TO BE FED FROM COM'JION SERVICE
PMEL FOR DEVELOP~ VIA lNJERGROlN) SERVICE
3. CABLE ENTRANCES INTO BASES OF PEDESTALS AND CABLE EXITS FROM
SERVICE PAN:L TO BE SEALS) WITH S1UCOI\E CAULK.
GENERAL DOCK NO TES:
" ALL DECKING TO BE TRIMMED, BOTH SIDES.
2. ALL PILINGS TO BE SEA TED WITH A FREE FALLING HAMMER IF WA TER JETTING
IS INSTALLA TlON METHOD, ALL PILES TO BE TRIMMED SAME HEIGHT
3. PILING CENTER TO CENTER SPACING ON ALL AXED DOCKS TO BE 10' NOMINAL.
AND NOT TO EXCEED 12:
4. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL
SCREWS (SCREWS TO BE TYPE SPECIAC FOR MA TERIAL UTILIZED)
5, WOOD DECK BOARD SPACING A T TIME OF INSTALLA TlON NOT TO EXCEED 1/8-
TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED 1/4~
6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 LUMBER,
7. RASP OR FEA TrIER ALL SA WCUr.S:
8, ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN
SECTIONS 166-(332, 333, &- 334) OF THE PINELLAS COUNTY WA TER AND
NA I4GA TlON CONTROL AUTHORITY REGULA TlONS MANUAL
9. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MA TERIALS. WOOD
TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACO),
COPPER AZOLE (CA) AND COPPER BORON AZOLE (CBA).
10, 5/8- GAL VANIZEO FASTENERS ARE NOT TO BE USED IN WOOD WITH AZOLE
TREA TMENTS. USE 3/4- STAINLESS STEEL FASTENERS ONL Y (TYPE 304 OR 316).
4'
I . . I
0: · :1
~
SINGLE PEDESTALS (WITH DUAL 30 AWP SERVICE)
SECTION A-A
NAILING PATTERN
AT LAP JOINTS
PEDESTAL NUPJBER
3,4,5
POWER REO UIRED EACH PEDESTAL
DUAL 30 Art.P RECEPTAa.ES
SINGLE 20 AWP GFI RECEPTAa.E
OI\E lWO POLE 20 AM=> BREAKER
(BREAKERS FOR FUTURE LIFTS)
OTHER
SINGLE WA Tffi
ILLUMNA TION
CABLE lV
TELEPHONE
(OPTIONAL)
4. ALL ELECTRICAL EQUP~NTTO BE MAN...FACTURED BYSQlJARE D C()M=)ANY.
5. ALL CQN)lJCTORS AND BUS BARS 10 BE COPPER. NO ALl..IJIl~ PERMTTED.
6. ILLUMINATION TO BE ON COM\nON LINE FORNGHT ILLLMNATION.
7. DISTRI3UTlON PMELS (F REOURED) TO BE OF ALL STAI~ESS STEEL
CONSTRUCTION.
8. ELECTRICAL COr-DUT LOCATED ABOVE GROl.N) (INCLUDING CON:UT
LOCATS) BENEATH OOCKS) TO BE SUPPUED WITH AN EXPANSION JONT PER
SECTION 347.6 OF TI-E NEe. AS A MNM.JVI, ONE EXPANSION JONT,
ALLO\NING HORIZONTAL M:)VE~NT UP TO 611, IS TO EE PLACED IN EVERY 100
FOOT RUN OF CONDUIT.
9. HANGER STRAPS FOR CONDUT TO BE STAlN-ESS S1EEL AAD DESIGt-ED so
AS TO ALLOW FREE HORIZONTAL MOVEM:NT (EXPANSION) OF CQt.DUT.
10. CONlRACTOR TO OBTAIN APPROVAL OF ELEClRlCAL PlANS BY A
PROFESSIOI\W. ELECTRICAL ENGlNEERMD PLANS ARE TO BE SIGNED AN)
SEALED BY lHE PROFESSIO~L B.EClRICAL ENGlteR.
11. CONlRACTOR TO PROVIDE PROPOSED LOCATIONS OF ELEClRlCAL SERVICE
PAAELS (IF REQUIRED) PH) GAIN ENGII\Effi APPROVAL.
~
NOM, J'
~
.
LAP JOINT PATTERN
A A
~l I
/W
FOR
B
t
I
DOUBLE STRINGERS
B (NTS)
t
SECTION B-B
NAILING PATTERN
FOR DOUBLE STRINGER
~
/
MIN, 4' BETWffN JOINTS
IHI
INTERMEDIA TE STRINGER
LAP JOINT
(NTS) IHI
/ DOVBI;{ STRINGERS
MIN, <# OVERLAP
RICHARD WASilEWSKI, P.E,
1520 CHATEAUWOOD DRIVE
CLEARWATER, FLORIDA 337G4
TEL: (727) 580-434 I
FAX: (727) 530-3790
INTFRMEDIA 7E STRINGER
WOODS CONSULTING
322 RIDGE ROAD
PALM HARBOR FLORIDA 34G83
TEL: (727) 78G-5747 FAX: (727) 78G-7479
1I1N. 2' OVERLAP
BOAT UFTS TO BE PERMITED WITH DOCKS
EITHER 5/4"xS" SAWN BRAZILIAN
HARDWOOD, 1REX HS24 COMPOSITE
DECKING OR EQUIVALENT
Harborvlew Grand
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: * i No. 15586 : * :
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7:. \. STATE OF .16 =
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lFrlJ1 12' MAX. o.c. ~
· 10' NOMINAL SPACINC o,c."
ONE SCREW INTO EACH
UTILITY SECTION lIlEW
(NTS)
DATE: 5/4/04 SHEET: I OF 2
JOB NO.: 097-03 SCALE: 1"=201
PROPOSED DOCKS
DECK SCREW PATTERN
(NTS)
Note: Boatlift standard with each slip.
RECYCLED PLASTIC CAPS ON ALL \
EXPOSED PILE TIPS, FASTEN W1TH
55, NAILS (TYP,), CAPS SHOULD
BE NO MORE THAN 1/4" LARGER
THAN TRIMMED PILE DIMENSION,
ELEV. = 10.0' MAX.
r-3.0'-1
ROPE STOPS
EITHER S/4"x5" SAWN
BRAZILIAN HARDWOOD.
TREX HS24 COMPOSITE
DECKING OR EQUIVALENT
liT
CROSS BRACE 2" X 10"
#2 S4S CCA ,GO RET,
ONE EACH SIDE IN WATER
DEPTH OVER 8', CENTER
BLOCK FOR SUPPORT,
NOTE:
DECK BOARDS TO BE TRIMMED BOTH SIDES,
NOTE:
ALL INTERMEDIATE STRINGERS TO BE
LAP JOINTED AT BENTS 2,0' MIN,
::!:::G.O'
CATWALKS TO HAVE A
STEP DOWN FROM MAIN
DOCK TO REACH ELEV, 4,0'
2" X 10" STRINGER
MAX, 2,3' O,C, CCA ,GO RET,
ELEV. = 4.0'
COUNTERSINK ALL BOLTS
ADJACENT TO BOAT SLIPS,
DOUBLE STRINGER 2" X 10"
112 S4S CCA ,GO RET,
2' X 10' 112 S4S CCA
.60 RET, ONE EACH SIDE
8' TIP PILING 2,~ C,C,A, RET,
SET BUTT DO'w'N, 8,0' PENETRATION,
6,0' AT 'w'ALL, AND 10,0' MIN FOR
NON-SUPPORTING PILES
TYPICAL CATWALK
NOTE:
CATWALK PILE BENT AT MAIN DOCK INTERSECTION TO HAVE DOUBLE PILE CAP ON WATERSIDE OF BENT,
INTERMEDIATE PILE BENT TO HAVE SINGLE CAP EACH SIDE OF BENT,
OUTBOARD PILE BENT TO HAVE DOUBLE PILE CAP ON MAIN DOCK SIDE, NO CAP ON WATERSIDE,
~ECYCLED PLASTIC CAPS ON ALL \
EXPOSED PILE TIPS, FASTEN W1TH
S.5, NAILS (TYP,) , CAPS SHOULD
BE NO MORE THAN 1/4" LARGER
THAN TRIMMED PILE DIMENSION, .
ELEV. = 10.0 MAX.
EITHER S/4"x5" SAWN
BRAZILIAN HARDWOOD.
TREX HS24 COMPOSITE
DECKING OR
EQUIVALENT
ROPE STOPS
2" X 10" INTERMEDIATE
STRINGER MAX, 2,0'
O,C, CCA ,GO RET,
ALL DECKING TO BE TRIMMED
TO MATCH PILE DIAMETER,
NOT SQARE CUT AROUND PILE
DOCK A TO RAMP DOWN FROM SEAWALL
ELEV 5.44' TO ELEV, 4,8' FROM SEAWALL
TO START OF SLIP 15
HANDRAIL (WHERE A"PLlCABLE)
STANCHIONS PLACED 5,0' O,C,
r
42"
ELEV, =4,8'
COUNTERSINK ALL BOLTS---
ADJACENT TO BOAT SLIPS,
RAILING TO BE FASTENED TO STINGERS
WI SHORT BOLT, AND FASTENED TO PILE
WITH LONGER BOl T WHEN AVAILABLE
DOUBLE STRINGER 2" X 10"
#2 S4S CCA .50 RET.
2" X 10" #2 S4S CCA
.50 RET. ONE EACH SIDE
ALL BOLTING TO BE 5/8" HOT
DIPPED GALVANIZED MIN, 3/4"
STAINLESS STEEL RECOMMENDED
CROSS BRACE
2" X 10", CCA ,GO RET
ONE EACH SIDE IN WATER
DEPTH OVER 8',
NOTE:
DECK BOARDS TO BE TRIMMED BOTH SIDES,
NOTE:
ALL INTERMEDIATE STRINGERS TO BE
LAP JOINTED AT BENTS 2,0' MIN,
8' TIP PILING 2,5 C,C,A, RET,
SET BUTT DO'w'N, 8.0' PENETRATION,
6,0' AT 'w'ALL, AND 10,0' MIN FOR
NON-SUPPORTING PILES
Reef Ball Sizes, Weights, Volume &. # of Holes
REVISIONS
DESCRIPTION
MOVED DOCKS FURTHER APART
REV SETBACKS
REVISED STANDARD NOTES AND DETAilS
10.7
-\--
-\- _12,0 1
-\- _12,
12.0
-\--
11. :7
-\--
NO.
I
2
3
4
5
G
7
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-\- _1 .
11.7
-\--
_12.0
-\- -\- _12.0
11.4
-\--
".7
-\--
11.4
-\--
11.2
-\--
_8.5
-\-
11.8
-\--
; 1.7
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-\-
:f 1.5
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_7.8
-\-
_12.0 ~
-\- _11.4
11.3
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P -\- _11.7
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VSz
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.. _118 VCI( S
11.3
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11.3
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10.8
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15 BA Y
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BALLS 4
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9
BOAT liFTS TO BE PERMITED WITH DOCKS
WOODS CONSULTING
322 RIDGE ROAD
PALM HARBOR FLORIDA 34683
TEL: (727) 78G-5747 FAX: (727) 786-7479
Harborvlew Grana
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, ,'':'.i: '"
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DATE: 5/4/04 SHEET: 2 OF 2
JOB NO,: 097-03 SCALE: 111=201
PROPOSED DOCKS
DATE
3-4-04
-27 -04
7 -7 -05
I
&e.t c
~ "lfil. O~y
Ifb,.
RICHARD WASilEWSKI, P,E.
1520 CHATEAUWOOD DRIVE
CLEARWATER, FLORIDA 337G4
TEL: (727) 580-434 I
FAX: (727) 530-3790
\,'"11"
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: *: No. 15586 : * :
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:. \ STATE OF (J: ::
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"~'1/11""\