HomeMy WebLinkAboutSEAWALL PLAN5/8"ALLTHREAD
W/ NUTS AND WASHERS (HDG)
RECESS CUT 8"X8" WAILER
2"X6"TOP
V
TOP OF PROPOSED WALL 3.3± NAVE)
F1 8"X8"WAILER
CJ
2"x6" DECKING W/
3" SS FASTENER
8"X8" WAILER
APPROX. MHW ELEV.
-0.7± NAVD
MUCK
13'±
MATCH EXISTING GRADE
GRADE 3" BELOW TOP OF WALL
FOR SOD. /
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�-4"X6"WAILER i
TOP OF EXISTING WALL EL 2.3±
L /EXISTING WALL
PUNCH THROUGH/CUT AS NEED FOR NEW DEADMEN/ANCHOR AS SPECIFIED
5/8" ALL TREAD HDG W/ 6"'L BEND'
I
(~EXISTING WOOD WALL TO REMAIN
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10•+
Section A -A
4"X6" WAILER
Plan View
PSI F ER MESH CONCRETE
4"X12 (TYP)
3000 PSI FIBFR MESH CONCRETE
_ 24'k24 X12" TYP)
518" ALL TREAD HDG W/ 6" 'L BEND'
4'-6"
MIN. 8" LAP NC
FOR WAILER
WAILER 5/8"ALLTHREAD HE
W/ HDG NUTS AND
RECESS CUT 8 X8"
A7
MIN. 8" LAP NOTCH
FOR WAILER
A--o*1
Z
m
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TIE INTO ADJACENT
SEAWALL
L
NE
EX
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BLOCK 23
LOT D
Ilm
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. ALL 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.
5. ALL ELEVATIONS AS SHOWN ARE BASED ON NAVD(88).
6. CONTRACTOR TO CONTACT ENGINEER PRIOR TO COMMENCEMENT FOR INSPECTIONS.
BLOCK 23
LOT C
i
EXISTING BOAT LIFT
INDIAN RIVER
SCANAEu
Illy
of
DF
COURT_
North
Graphic Scale
ItiO3 ro5r3
ST. LUCTIF COLT TY Ri; "rVISION
REVI -'R FOR COa L CE
REVIEW'E Y
DATE 4 Z�l
PLANS AND PERMIT MU T BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
BLOCK 23 MAY BE NECESSARY IN ORDER TO
LOT F COMPW WITH A66 ApPWCAtLS 0000,
"'ONGFALED FAS i ENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF: RECORD
r- 0.330"
Copy
9.01,
SHAPE
Z
STIFFNESS
334I
LB-IN2/FT
THICKNESS
0.330
ALLOWABLE MOMENT
5,292 -:
(IN)
(M)FT-LB/FT
WIDTH
I8
MODULUS OF ELASTICITY (E)
'
380,000
(IN)
PSI
DEPTH
900
ULTIMATE TENSILE STRESS
6,SQ0
(IN)
PA
SECTION MODULUS
4
I9.54
CREEP LIMITED STRESS
(n IN 3/FT
PSI
MOMENT OF INERTIA
87,93
COLOR
119Lf�TGI{�)'
(q 1n a/ft
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airy pan3<uFar appliezdon <" rcs"hc"LtaLmd IhI,.1
1 MARK
REVISION
SMB
CHECKED 11 SBM
SCALE 11 AS NOTED
DATE I BY JDATE 11ne Ann i�r
THE DRAWINGS ARE THE
PROPERTY OF THE
ENGINEER. WHETHER THE
PROJECT FOR WHICH THEY
ARE MADE IS EXECUTED OR
NOT. COPY OR USE FOR
OTHER PROJECTS IS
PERMITTED ONLY By
WRITTEN CONTRACT WITH
THE ENGINEER.
UNAUTHORIZED USE WILL
BE PROSECUTED PURSUANT
TO THE COPYRIGHT LAWS.
-- KNIGHT, WGUIRE & ASSOCIATES, INC.
CONSULTING ENGINEERS AND PLANNERS
4ci
80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960
PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com
CERTIFICATE OF AUTHORIZATION NUMBER - 00006335
Bacci Residence
St. Lucie County, Florida 34949
Seawall Plan
DATSHEET
� ✓r
Scott B. McGTYire, P.E. David S. Knight, P.E. O� 1
I Fl. Reg No. 39573 Reg No. 41060 1