1728 PARK TERR DR W - REV REPAIR DWG r
UL S B ERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
g JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
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jhulseng@bellsouth.net
FLORIDA- ER:25846
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INSTALL#5 DOWELS EMBEDDED INTO
ADHESIVE(4"MINIMUM)@ 48"O.C. o COMMENTS:
ALONG PERIMETER OF EXISTING FOUNDATION.
DOWELS WILL BE EMBEDDED INTO NEW POURED Digitally s i g n e g y Jeffrey
CONCRETE SLAB(12"MINIMUM).TYPICAL-U.O.N.
H u Isberg
--__ -- Date: 2015.12.1 16:10:34 -05'00'
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REMOVE o
m
M CJ
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4'-0"TO 5'-0"
STOP AT MINIMUM I 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF
2"OVER POUR OR FIBERMESH OVER 6 MIL VAPOR BARRIER
COVERING CLEAN AND COMPACTED FILL.
a
USE PEA-STONE CONCRETE
W
_ m
MIX FOR OVERPOUR CLIENT:
m
MANNING BUILDING
24'-0"
PROJECT:
1728 PARK TERRACE DRIVE WEST
OVERPOUR CHIP CONCRETE SURFACE
THIS AREA DOWN TO ALLOW MINIMUM R
2"OVERPOURz JOB NUMBER: jcOu"DUVAL
13-1136
c;.0 0
CJ=SUGGESTED CONTROL JOINT SCALE: X811 =V-0"(U.O.N.)
INSTALL#5 DOWELS EMBEDDED INTO LOCATIONS(SEE DETAIL"D"ON SD-1)
ADHESIVE(4-MINIMUM)@ 48"O.C. ^TSLE THIS DRAWING
ALONG PERIMETER OF EXISTING FOUNDATION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS Z RELE ATE-
CONTRACT WILL BE EMBEDDED INTO NEW POURED 12- -15
CONCRETE SLAB(12"MINIMUM).TYPICAL-U.O.N. USING FINAL APPROVED FLOOR PLAN PRIOR
TO CONSTRUCTION.
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REPAIR PLAN o� HET-
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