HomeMy WebLinkAboutDOCK AND BOAT LIFT PLANSMATERIALS SPECIFICATIONS
11
ALL WOOD MEM ERS SHALL BE NO.1 SOUTHERN PILING
YELLOW PINE (U LESS OTHERWISE SPECIFIED),
PRESSURE TREA ED IN ACCORDANCE WITH THE
A.W.P.A. STANDARD C-2. THE PRESERVATIVE 2"x6" 5FT DECKING W/ 2#10 S.S. DECK SCREWS
IN EACH STRINGER
USED SHALL BE WATERBORNE TYPE SUCH AS \ 5 DECK
'B'
OR 'C' AS CE
IVERED IN FEDERAL SPEC.
TT-��1535,
AND
I A.W.P.A. STANDARDS P5, C2,
3-#10 DECK SCREWS
AND4.PILING
- SHALL BE TREATED WITH
(TYP.) AT ENOTLESS
THAN
2.5 LBS./C.F. OF C.C.A.
2"X8"STRING
PRESERVATIVE S
SHELL BE A MIN
*
LTS, WHILE ALL OTHE ¢WOOD
i OF 0.40 LBS./C.F. OF o ~ W
=
4
a
C.C.A. PRESERV
IVE SALTS. ALL WOOD
Cv
a
STRAIGHT, TRUE,'
AND FREE FROM SPLIN N F
S I
o
°0
WANE OR OTHE
BOLL HOLES SH
DIAMETER AND
OBJECTIONABLE DEFEC90 s
w „LL BE DRILLED TO THE
EN HAMMERED INTO Pete. o
1=
c
O°
�
T' z
HAIR
WARE.
? aa.
Lu
ALL
I BOLTS, WAS
ERS, PLATES, NUTS, N I §, r
2_5/8" STD
SHALL
BE STAIN'�ESS
STEEL. o w N a
STEEL ALL-ul
4
N
r > w z
�wmwZ
L
EA. ,BENT -
c�
. o
a
DESIGN CR
li ERIA (FEIC 2017) v
WIND SPEED =
160MPH Vult
RISK CATEGORY
'= I
EXPOSURE = D
ENiCLOSURE _
��PEN
IMPORTANCE FA
TOR (ASCE7) = 0.77
RESULTANT WIN
PRESSURE = 40.96 PSF
Lu
ua
CC ul
10" B iT 25' ± 1 1 6'
27' 6' MI PENETRATION TYP
2"x10" BENT ON
EACH SIDE OF PILING•
(TYPICAL)
Or
t ICZZ
BACCI DO&
X
1 i to
10" B 22' _
6' MIN IENETRATION TYP
10'TYP
BACCI DOCK AND BOAT LIFT LAYOUT
4
6'- PENETRATION--
K
28" BUTT 14'
O 6
O
NEW VINYL WALL
EXISTING WOOD WALL/
EXISTING VINYL
DESIGN BY sM6 KNIGHT, McGUIRE & ASSOCIATES INC. .
DESIGN/DRAWN COW/JFT S' Dock Section CONSULTING ENGINEERS AND PLANNERS
PAGE 1 of 1 B 1CC1 R0S1d0I1Ce 80 ROYAL PALM POINTS, SUITE 401 VERO BEACH, FL 32960
PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com
DATE OS/15/2018-0 -� Ww W- �i
". CERTIFICATE OF AU b'�ra30N NUMBER - 00006335
2 'DECK
r SS FAST
SIB'ALLTHREAD
i' / /
WINUTSANDWASHERSMDG)
GRAD E3'BELOWTOPOFWALL
RECESSCUTSx WAILER
FOR SOD.
2W TOP
IMED WALL a3. NAM
/
Bx8'WAILER
4X6' WAILER i �'
TOP OF SOSTING WALL EL Pi
_
��,, ,,
' ' �� EXISTING WALL
L1 r / AS SPECIFIED
PUNOH THROUGWCUT AS NEED FOR NEW DEADMEWANCHOR
S WAILER
_o
WALL TREAD HOG WIrl BEND'
APPROX MMN EIEV.
I I
_
r—EXISTING WOOD WALL TO REMAIN
4 XI r E(TRP)ESH CONCRETE
I I
I
240
MUCK
I I
I
I �
I �
I
Section A -A
Plan View
TIE INTO
SEAWALL
EXISTING WALL!'IIO1
NEW WOODCAP. '
' �4°Ilipll
RECEIVED �IIII I� �I�I�IImIID�lgpi,,
�: = p 0 5 2018 I IIII,,, IIIIII0111
I ST. Lucie County, Permitting North-
P IS 3P 6T 9P 13Q
Graphic Scale
1
. _ il�JE:: i TO AF1Y ^ORRECTIONSvn�
_�OUIRED BY FIELD INSPECTORS THAT
`:AY BE N —ESSARY IN ORDER TO BLOCK 23
'AIPYWITH ALL APPLICABLE CODE& LOT E
CONCEAIE®FASIENERS OR ATTACHMENTS
ARE THE AESFONS!@I
COWRACTOR REC'OL AND CAP
1' OiFRONT OF EXIGDNG
STING. ODWALL
REMAIN
EXISTING WOOD DOCK
TO MOVE OUT I'
(SEE DETAIL ON SEPARATE SHEET)
_PROJECT DESCRIPTION
INSTALL VINYL WALL WITH WOOD CAP IN FRONT OF EXISTING WALL WALL LENGTH APPROX.
225'LF WITH RETURN AT EITHER END.
_NOTES:
1. ALL LUMBER TO BE C.C.A. 0.60 MARINE GRADE (MIN.)
2.,' LL FASTENERS TO BE HOT DIPPED GALVINIZED UNLESS OTHERWISE NOTED.
3. 14' VANGUARD STANDARD VINYL PANELS (MANUFACTURE SPECIFICATIONS ATTACHED)
4. GRADE AND SOD SITE UPON COMPLETION.
S. ALL ELEVATIONS AS SHOWN ARE BASED ON NAVD(88).
S. CONTRACTOR TO CONTACT ENGINEER PRIOR TO COMMENCEMENT FOR INSPECTIONS.
A—]
KNIGHT, McGUiRE & ASSOCIATE$, INC. $acci Residence
CONSULTING ENGINEERS AND PLAI'INERS
80 ROYAL PALM pooTm SUITE 401 VERO BEACH. FL 32960 St. Lucie County, Florida 34949
PHONE (772) 569-5505 FAX: (772) 569-1455 E-MAIL' Civil@KIIighLMDGDirc.com
CERTIFICATE OF AUTHORIZATION NUMBER - OW06335 -
Seawall Plan
file
A-]
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NEW WALLAND CAP
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