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q <br />1, ALL REINFORCING STEEL SHALL <br />CONFORM TO ASTM A615 GRADE 60 (fy = <br />60 K&) FOR BAR SIZES NO. 5 & <br />LARGER, GRADE 40 (fy = 40 KSI) FOR NO. <br />3 AND NO. 4 BARS. <br />2. ALL REINFORCING STEEL SHALL <br />BE LAPPED AS NOTED ON THE PLANS. <br />WHERE LAP OR SPLICE LOCATIONS <br />ARE NOT SPECIFICALLY INDICATED ON THE <br />CONSTRUCTION DOCUMENTS, LAPS <br />AND/OR SPLICES SHALL BE 42 BAR DIA <br />AND BE WELL STAGGERED, <br />3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE <br />WITH ACI 315 SHALL BE REVEWED <br />BY THE ENGINEER AND AVAILABLE ON THE <br />JOB SITE PRIOR TO THE PLACING OF CONCRETE. <br />4. WELDED WIRE FABRIC SHALL CONFORM <br />TO ASTM A82 AND Al AND <br />SHALL BE 6x6 W2.1/W2.1 UNLESS <br />OTHERWISE NOTED. LAP REINFORCEMENT 6" <br />MINIMUM. <br />5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE <br />SECURELY TIE® IN PLACE BEFORE <br />CONCRETE IS POURED. SLAB ON GRADE <br />REINFORCEMENT SHALL BE PLACED <br />AT MID -DEPTH OF SLAB AND SHALL BE <br />HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF <br />THE CONCRETE. <br />6. REINFORCEMENT SHALL PLACED <br />CONTINUOUS AROUND CORNERS AND <br />INTERSECTIONS UNLESS SPECIFIED <br />OTHERWISE. <br />CATY OF EVERE17 <br />Lp <br />REV0, ED F-LORK' PFR�? f'T <br />u <br />4­1 <br />c\j <br />L6 <br />Lu <br />E <br />< <br />> <br />Lu <br />< <br />> <br />M <br />Lu <br />00 <br />(y) <br />Lo <br />z <br />0 <br />(s) <br />z <br />z <br />0 <br />LU <br />> <br />LL_ <br />LU <br />> <br />< <br />C\j <br />Lu <br />EL/ <br />C) <br />=> <br />Lu <br />U— <br />< <br />0 <br />Z <br />LL <br />c\j <br />c\j <br />MAR 0 4 2029 <br />5DA JOB NO. <br />(59 19 <br />