HomeMy WebLinkAboutEXISTING FOUNDATION PLANEXIST.
BATTER PILES
_OT 920
EXIST. 6' PRECAST
GONG. SHEETPILE
WALL
4• CONG. 51-AE
ON GRADE TO
BE REMOVED 1
--
- ----- — EXIST. 2X4 0 16"
- — — — 5E CRIPPLE
BEARING WALL _
EXIST. "PARTIAL"
EXP. JOINT IN GAP
EXIST. CRACK
[—IN GAP
ISRESTORED WHEN TO
13E�• iI J X
SLAB 15 REPLACED {I p
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--- EXIST. 8" GMU ----- i
— 57EM WALL - — -
—--—-—- — - — - --
I
----EXIST. 12' SQ.
GRADE BEAM„
— TYP.---- —
-- ---------------
---- EXIST. 5" GMU -- i
FULL HT EXTERIOR
_—_--_BEARIN6 WALL,__ I
TYP.
_ _ _
a
-- - — - — - — - —- —- —-
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- _—_—_—_—_—_—_
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-- I
_—EXI5T 2Xb FLOOR
JOISTS o Ib" o%
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3T. FOUNDATION PLAN
ALTERNATING
KING PILE E
BATTER PILE
EXIST. 6"
PRECAST CON
SHEETPILE WA
EXCAVATE TO BACK OF
SHEET PILE WAIJ_ ! 5EAL
WALL FROM INTERIOR
PER DETAIL
EXCAVATE PER DETAIL o
(4) LOGS FOR F16H PIER
PILE INSTALL, TYP.
LOT 918
OR16INAL STRUCTURE
LOCATION
y..
r
EXIST. 12. 50.
CONG. C4 ADE . . . . . . . II .
BEAM . . . . . . . I
EXIST. 6.
STRICT. SLAB . . . .
AFTER STRUCTURE 15 i
LIFTED TO ORI6. P05IT10K I
BAGKFILL W/ COMPACTED i
5TRIUCIVRAL FILL
EXIST. SETTLED
STRUCTURE LOCATION
LIFT STRUCTURE i IN TO
LEVEL (OR161NAL
P051TIOW
(2) HILTI 6ALV5'B A
KWIK BOLT II EXP.
ANCHOR YV 4" EMB.,
TYP.
REMOVE EXIST. 5LAB, AFTER NORK 15 COMPLETED,
INSTALL WA 4' SLAB W/ (1) LAYER 6X6-10/10 NW o
MID HT. OVER b MIL VAPOR BARRIER, SEE PLAN FOR
CRACK CONTROL JOINT LOGS, 3000 psi CONC.
INVERTED HAI BRACKET HA-02152 W/
(2) %- X 4' X 0'-4- TABS W n) %-0
HOLE EA.
USE (2) V d, BOLTS
'HAI' 3" 0 OD. X .125' WALL PU514 PIERS
(ALLOWABLE LOAD 13 TONS -
EXPECTED LOAD 5 TONS MAX)
.�
"HAI" 3'm OD. X .125" WALL F" PIERS . . . .
(ALLONABLE LOAD 13 TONS - . . . . . . . . . . . . .
EXPECTED LOAD 5 TONS MAX), RAISE . . . . . . . . . . . . . . . .
BACK TO LEVEL, USE INVERTED . . . . . . . . . . . . . .
BRACKET HA-02152 W/ (2) %1 X 4' X
0'-4" TA55 W/ (1) WO HOLE EA.
BAGKFILL YV COMPACTED . . . . . . . . . . . .. . .
ROAD BASE TP APPROX. . . ' . . . . . . . . . . . . .
12' FROM TOP OF GAP.
USE COMPACTED .
STRUCTURAL FILL ABOVE . . . . . . . . . . . . . .. .
ROAD BASE . . .
. . . . . . . . . . . . . . . . .
EXCAVATE ZI TO I'
ABOVE MUD LINE, SEE . . . . . . . . . . . .
PLAN ........
NEW FILTER FABRIC
x a� FASTENED AS SHOM PV
HORIZ. IX2 P.T. 5TRIP5 N/
Y4"m X 2Yz' TAPC49145 0 24' . . . . .
o% 3 VERT. o ALL FABRIC
OVERLAPS, OVERLAP 6',
TYP. .
I
I I
i
SECTION
`rl SCALE: V = I' -ON
FILL BACK 4 BOTT SIDE CRACK
N/ IN WATERPROOF JOINT
SEALER OR EXTERIOR MARINE
CAULK
GENERAL STRUCTURAL NOTES:
APPLIGA13LE CODES:
A. CONSTRUCTION SHALL BE IN ACCORDANCE KITH THE FLORIDA BUILDIN6 CODE 201T EDITION AND ASGE T-I6. THE ABOVE
SHALL GOVERN EXCEPT WERE OTHER APPLICABLE CODES OR THE PROJECT CONSTRUCTION DOCUMENTS ARE MORE RESTRICTIVE.
DE516N LIVE LOADS,
A. WALKWAYS: 100 P5F
BACKFILLIN6:
A. DO NOT BAGKFILL A6AINST RETAINING WALL5 UNTIL SIIPPORTIN6 ELEMENTS ARE IN PLACE AND SEGURELY ANCHORED, OR UNTIL
WALLS ARE ADEQUATELY SHORED.
FIELD VERIFICATION OF EXI5TING GON5TRUGTION:
A. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION ARE 5HOM FOR BIDDI% ONLY.
B. CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING CONSTRUCTION TO VERIFY DIMENSIONS, ELEVATIONS, ETC.
WHICH AFFECT THE WORK 5HONN ON THE DRAWI1,165.
G. REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING.
STEEL RUSH PIERS:
ALL MANUFACTURED PIER AND BRACKET COMPONENTS SHALL HAVE A MECHANICAL CAPACITY AT LEAST 15 TIMES THE DE516N GAPACITY
5HOWN ON THE PLAN. INSTALL ALL PIER5 INDIVIDUALLY. PERFORM A LOAD TEST ON EACH PIER AFTER INSTALLATION. LOAD TEST SHALL
CON515T OF APPLYING A LOAD TO THE PIER EQUAL TO 15 TIMES THE DE516N CAPACITY SHOWN ON THE PLAN AND HOLDIN6 THE LOAD FOR
A MINIMUM OF 30 MINUTES. LOAD TEST SHALL BE DEEMED SUCCESSFUL IF PIER MOVEMENT OVER THE DURATION OF THE TEST 15 LE55 THAN
1/16TH INCH. INSTALLATION SHALL CONTINUE UNTIL A SLCGE55FUL LOAD TEST HAS BEEN ACHIEVED. WE RECOMMEND A REPRESENTATIVE OF
SECURE OBSERVE AND DOCUMENT LOAD TE5TIN6. CONTRACTORS MEANS OF IN5TALLATIOWLOAD TESTING SHALL INCLLDE A METHOD OF
FIELD TESTING THE CAPACITY OF THE PIER BRACKET AND GONIIEGTION OF THE BRACKET TO THE STRUCTURE TO 1.5 TIMES THE DESIGN
LOAD.
0E C 0 6 "518
ST, Luc,e county r
EXIST.
LONG GAP
EXIST. BATTER
PILE
EXIST. 6'
GONG. SHEET
PILE WALL
ST. LUCIE COUNTY
REVIEWED FOR COI
REVIEWED BY
DATE —�
PLANS AND PERMIT
SITE OR NO INSPEC
0`Iq
KEPT ON JOB
WILL BE MADE
HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
'OMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD.
FILE COPY
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ISSUE DATE:
OCT. 10, 2018
REVISIONS
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PRINT DATE:
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SCANNED
BY
PROJECT A 16-076
SHEET @
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