HomeMy WebLinkAbout1107-0046 PARKING GARAGE BEAM REPAIRSPILECAP PLAN VIEW
2" = I FT
NA
14" ACP (TYP)
6'
UO 1 1_2 1
5
Fri
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PILECAP
GIRDER
WE5T ELEVATION
211= I FT d
iJ
PARKING SLAB '
2'-8"
GIRDER
#G VERT.
4 EACH
8' LENGTHS
#3 STIRRUPS
@ 12" OC
2
1 7- 1 1 21
14" COLUMN —�
FILE COPY
4'
11
POST SHORE LOCATION
AFTER BEAM JACKED
1 0'-74'
15CDMETKIC
MID SPAN OF EASTERN
PARKING GARAGE
NEW 14" COLUMN
GARAGE BOTTOM SLAB
G' X 4' X 2' PILE CAP
101
PILE CAP DETAIL
3/411= 1 FT
2'_3"
ACP (AUGER CAST PILE)
2 I FT
VERT
2' AB
BEND VERT
PILE CAP IN
I:
GIRDER
^4 a
C
#G VERTICALS TO BE DOWELED
INTO GIRDER. EXCAVATE CONCRETE
ONLY AS NEEDED TO IDENTIFY STEEL
LOCATION WITHIN GIRDER. VERTICAL DOWELS
TO BE 9 FEET IN LENGTH. ADDITIONAL
CONCRETE REMOVAL UPON FINAL COLUMN POUR 1 2'
TO BE AS DIRECTED BY ENGINEER IN THE FIELD
TOP STEEL TO BE EPDXIED IN PLACE ON--IfALL
COLUMN STEEL HOLES HAVE BEEN LOCATED AND
DRILLED. ,
,.
41
PARKING GARAGE FLOOR SLAB
RTICAL COLUMN STEEL TO OVERLAP
IN ACCORDANCE WITH
UI CODE PROVISIONS
I G" HIGH X 40" WIDE HOOP STIRRUPS,
#4 (98" OC
#4@ 8" OC
FOR STIRRUP AND STEEL
PLACEMENT IN PILECAP EXCAVATION
#8 @8" OC
PERPINDICULAR
TO GIRDER
#5 @8"
PARALLEL
TO GIRDER
#3 STIRRUP @ 1 2" OC
Rev Date Remark
1 5/ 1 /20 1 1 PRELIM - NOT FOR CONS
PARKING GARAGE 51TE PLAN 2 G/29/20 1 1 4 ACP PER CAP
NT5
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GOI1hi: JGIf'I'i I 111"ilhMfJtit;l GOh1L J'f -i
ACP (AUGER CA5T PILE)
3
—211 _ I I 1 _ 11 19_ I
COLUMN DETAIL
31'= I FT
ICAL STEEL TO RUN WILD
OVE AGP
ICAL STEEL INTO
THE FIELD
FILE COPY
PILE CAP AND
AUGER CAST PILES
CENTERED ON BEAM
SPAN AS SHOWN
#G VERT
2 1 3 1 4 1 5 1 G 1 7 1 8 1 9 10 1 1II 1 12 1 13 1 14 1 15 1 1G 1 17 1 16 1 19 1 20 21
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORREC11ONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPypAg.; agSE,S;
NOTES:
1. ALL CONCRETE fc=3500 PSI
2. BACKFILL TO BE PLACED AND COMPACTED
3. MCP ENGINEER TO BE ON SITE FOR PLACEMENT
OF AUGER CAST PILES, AND TO VERIFY PILECAP
STEEL PLACEMENT.
4. PILE CAP TO BE PRE -LOADED TO 40 KIPS BY
MECHANICAL JACKING WITH 4 JACKS OF 20 KIP
CAPACITY EACH. JACKS TO BE PLACED AS CLOSE
AS PRACTICABLE TO COLUM LOCATION, IN PARALLEL BY
WITH GIRDER. SEE JACKING PLAN / DETAIL StLudeCor
5. Ref. KSM GEOTECH REPORT 1 10423
ATLANTIC VIEW BEACH CLUB
BEAM JACKING AND SHORING PROCEDURE
I .THE COLUMN LOCATION SHALL BE MARKED IN PERMANENT
MARKER ON THE GARAGE SLAB.
2. THE COLUMN LOCATION SHALL BE MARKED ON THE
GIRDERS IN THE OVERHEAD.
3. INSTALL AUGER CAST PILES, PILE CAP, AND LOWER
COLUMN STEEL.
4. ALLOW 45 DAYS CONCRETE CURE.
5. PLACE HYDRAULIC JACKS AS SPECIFIED BY ENGINEER ON
PILECAP.
G. THE BEAMS SHALL BE JACKED IN 2000# INCREMENTS
(TOTAL OF 8000#).
7. MEASURE VERTICAL BEAM DISPLACEMENT AND RECORD.
8, AT A TOTAL JACKING FORCE OF 40,000#, PLACE POST
SHORES ON PILE CAP ADJACENT TO COLUMN AS DIRECTED
BY ENGINEER. TIGHTEN ALL POST SHORES UNIFORMLY.
9. RELEASE HYDRAULIC JACKS AND REMOVE.
I O.COMPLETE CONCRETE COLUMN AND STEEL
PLACEMENT.
I I .INSTALL POUR TREMIE ABOVE BOTTOM OF BEAM,
PLACE COLUMN CONCRETE.
1 2.ALLOW CONCRETE COLUMN CURE OF 45 DAYS PRIOR
TO SHORE REMOVAL.
22 23 1 24 1 25 2G 27 28
ATLANTIC VIEW BEACH
CLUB CONDOMINIUM
5047 N AIA
FORT PIERCE, FL 34949
PARKING GARAGE
BEAM REPAIRS
ST. 60010111 COON Y
BUILDING DIVISION
REVI
FO
REVIEW
DATE
PLANS ND P RMIT
MUST BE EPT ON JOB OR
NO INSPECTION WILL BE MADE
m c R
FROFEESSIONAL
ENGINEEK1NG
MARINE- CIVIL- RE5TORATION
8528 5W KAN5A5 AVE
5TUART FL 34997
1 -772-2 1 4-4800
mcrencgineers.com
CERTIFICATION
Ro F e� r, 43 55
r fes'sional Engine r
N t Valid Without Origin I
51 nature and Raised 5 al
-TUL- 2®l I