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FLEXIBLE J�INT FIL�ER ❑R CAULK <br /> �❑RM REVEAL AS NECESSARY. C❑NTR�L J�INT DESIGNED BY <br /> C��RDINATE WITH EPDXY EPDXY FL❑OR SUPPLIER. J�INT <br /> FL❑�R SUPPLIER. �'� M❑VEMENT LESS THAN 1/16. <br /> EXISTING CONCRETE � <br /> � NEW C�NCRETE <br /> SLAB AND J❑IST <br /> � <br /> i <br /> � , <br /> � � ' <br /> i `�, <br /> � � �/ <br /> ' 4 <br /> / % <br /> � ,� <br /> ' �'� <br /> o a � o 0 0 0 0 0 0 0 0 0 � o 0 <br /> � <br /> SHEET N�TES� <br /> 1 DIMENSI❑NS ARE IN INCHES UNLESS NOTED �THERWISE. <br /> � CURE T❑P �F SLAB FOR A MINIMUM OF 7 DAYS <KEEP M❑IST WITH <br /> WATER AND P❑LY BARRIER ❑R EQUIVALENT), <br /> 30 D❑ N�T REM❑VE SH�RING F�R 28 DAYS ❑R UNTIL C❑NCRETE HAS <br /> REACHED 4000 PSI C�MPRESSIV E STRENGTH, <br /> 4� EP�XY FL�OR COATING SYSTEM DESIGN BY SUPPLIER. SURFACE <br /> PREPARED AND SYSTEM INSTALLED IN STRICT ACC❑RDANCE WITH <br /> MANUFACTURER INSTRUCTI�N. <br /> � FORM FINISH AT B�TT�M �F SLAB, N� SEALER REQUIRED. GRIND �FF <br /> FORM FINS AND FILL ANY V�IDS WITH EP❑CEM 110 B❑NDING AGENT AND <br /> SIKA 123 PATCHING C❑MP❑UND INSTALLED IN STRICT C�NFORMANCE TO <br /> MANUFACTURER INSTRUCTIDNS. <br /> PR�JECT� SHEET TITLE� <br /> GARAGE REPAIR, NEW CONCRETE S S <br /> 1180 L�MA LINDA FL�OR FRAMING SECTI�N <br /> CGARAGE SUPPORTED SLAB) <br /> DRAFTER� ENGINEER; DATE� PROJECT: SCAI.E� <br /> APG APG 20APR2012 12025 3/4" = 1'-0" <br />