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(FIELD VERIFY)
CLEAN, PREP, AND APPLY
EPOXY BONDING COMPOUND
PRIOR TO PLACING
NON-—SHRINK GROUT EXG CONC EQUIP PAD
TO BE DEMOLISHED
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SAWCUT EXG SLAB
EXG FLOOR SLAB 1 1/2"
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NOTES: a] 2
1. SEE DEMOLITION DRAWINGS FOR LOCATION, QUANTITY, AND APPROXIMATE SIZE OF EXISTING CONCRETE - a
EQUIPMENT PADS TO BE DEMOLISHED. S xlx
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2. EXISTING CONCRETE SLAB REINFORCEMENT SHALL NOT BE CUT OR DAMAGED DURING DEMOLITION. IF SLAB a . ”
REINFORCEMENT IS ENCOUNTERED PRIOR TO REACHING THE REQUIRED 1 1/2—INCH DEPTH OF SLAB < | ..
DEMOLITION, IMMEDIATELY TERMINATE SLAB DEMOLITION AT ENCOUNTERED REINFORCEMENT LAYER. a 5 | a
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3. EXISTING SLAB SHALL BE SAWCUT AROUND FULL PERIMETER OF EXISTING CONCRETE PAD WITHOUT o|s
OVERCUTTING CORNERS. ° ul | ae
4. EPOXY BONDING COMPOUND: EPOXY BONDING COMPOUND: CONFORM TO ASTM C881, CONTAIN 100 PERCENT
SOLIDS, AND BE MOISTURE TOLERANT. SIKADUR 32 HI-MOD OR SIKADUR 32 HI-MOD LPL, BY SIKA
CORPORATION; SURE—BOND (J—58, OR J—58 LPL), BY DAYTON SUPERIOR; OR APPROVED EQUAL SHALL BE
PROVIDED.
5. NON-SHRINK GROUT: GROUT SHALL BE NON-METALLIC, CEMENTITIOUS NON—SHRINK GROUT MEETING
ASTM C1107, GRADE C. GROUT SHALL BE FIVE STAR GROUT BY U.S. GROUT COMPANY, CRYSTEX OR PREMIER
BY L&M CONSTRUCTION CHEMICALS, INC., SURE—GRIP HIGH PERFORMANCE GROUT, BY DAYTON SUPERIOR, OR
APPROVED EQUAL.
6. CONTRACTOR SHALL VERIFY NON—SHRINK GROUT PRODUCT IS SUITABLE FOR APPLICATION THICKNESS. EXTEND
NON-SHRINK GROUT PRODUCT WITH PEA GRAVEL PER MANUFACTURER’S INSTALLATION INSTRUCTIONS AS _ 4
REQUIRED FOR APPLICATION THICKNESS. z=
7. APPLY AND FINISH NON—SHRINK GROUT TO MATCH ELEVATION AND TEXTURE OF ADJACENT SLAB SURFACES. - FF
8. IF EXISTING FLOOR SLAB IS PAINTED, CLEAN AREA AND APPLY COLOR MATCHING PAINT SYSTEM EQUAL TO: oO 2
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(2) COATS: SHERWIN WILLIAMS "GENERAL POLYMERS 3589 SMOOTH EPOXY FLOOR COATING” CO 5
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JOB NO.: 228730
DATE: SEPTEMBER 2017
SCALE: AS NOTED
SHEET: 1 OF 1
