1. ALL CONCRETE SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTES PUBLICATIONS: ACI 301, ACI 305.1, ACI 306.1, ACI 315, AND ACI 318 UNLESS NOTED OTHERWISE. 2. CONCRETE COMPRESSIVE STRENGTH (28 DAY)(F'c) FOOTINGS 4000 PSI 3. CONCRETE REINFORCEMENT STANDARDS: DEFORMED BARS ASTM A615 Fy = 60 KSI SYNTHETIC MACRO FIBER REINFORCING ASTM C1116 EPOXY COATED REINFORCING ASTM A775 Fy = 60 KSI 4. ALL CONCRETE SHALL BE STONE AGGREGATE UNLESS NOTED OTHERWISE. SUBMIT MIX DESIGN AND DOCUMENTATION FOR APPROVAL PER ACI 318. 5. REINFORCEMENT PROTECTION A. CONCRETE PLACED AGAINST EARTH - 3" B. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: a. BARS #5 AND SMALLER - 1 1/2" b. BARS LARGER THAN #5 - 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: a. SLABS, WALLS, AND JOISTS - 3/4" b. BEAMS, COLUMNS - 1 1/2" 6. WHERE REQUIRED, DOWELS SHALL MATCH THE SIZE, NUMBER AND SPACING OF THE MAIN REINFORCING UNLESS NOTED OTHERWISE. 7. ALL SPLICES, STANDARD HOOKS, AND DEVELOPMENT LENGTHS TO BE PER THE REFERENCED EDITION OF ACI 318. MAKE BARS CONTINUOUS AROUND CORNERS. ALL SPLICES SHALL BE BY CONTACT LAP.
