A. ALL ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 DETAILING MANUAL. B. ASTM A615, GRADE 40 (#3 REBAR OR SMALLER), ASTM A615, GRADE 60 (#4 REBAR OR LARGER), ASTM A185, GRADE 65 (WELDED WIRE FABRIC SHEETS). BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60. C. DIMENSIONS OF REINFORCING ARE TO BAR CENTERLINES U.N.O. IN DRAWINGS. D. MINIMUM CLEAR PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS: 1. CONCRETE PLACED DIRECTLY AGAINST EARTH: = 3" 2. FORMED SURFACES AND EXPOSED TO EXTERIOR (#5 BARS OR SMALLER): = 2" 3. INTERIOR FACE OF WALLS: = 1 1/2" 4. STRUCTURAL SLABS: = 1" 5. ELEVATED SLABS, BEAMS & COLUMNS: = 1 1/2" E. MINIMUM REINFORCING LAP SPLICES/DEVELOPMENT LENGTHS (F'C = 3,000 PSI): BAR SIZE HOOK LENGTH (IN) DEVL./SPLICE LENGTH (IN) 3 6 21 4 8 28 5 10 36 6 12 43 F. STAGGER SPLICES IN WALLS SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION. G. REINFORCING SHALL BE CONTINUOUS THROUGH ALL COLD JOINTS.; 1 EMERGENCY EYE/FACE WASH: GUARDIAN G1750P WALL MOUNTED, VALVE: 1/2" IPS CHROME PLATED BRASS STAY-OPEN BALL VALVE; BOWL: 11-3/4" DIAMETER HIGH VISIBILITY ABS PLASTIC; 1 1/4" CHROME PLATED BRASS TAILPIECE DRAIN CONNECTION. PROVIDE WITH MV-2; FAUCET TEST CONNECTIONS. PROVIDE TWO STOP VALVES 8" ABOVE THE COUNTERTOP ONE CONNECTED TO HW AND ONE TO CW. STOP VALVES TO BE QUARTER TURN WITH 3/8" COMPRESSION FITTING OUTLETS; FCO FLOOR CLEAN OUT: JAY R SMITH 4021, ADJUSTABLE, CAST IRON WITH NICKLE BRONZE TOP. SEE DRAWINGS FOR SIZES.
