Laserfiche WebLink
4 <br /> P <br /> Figure 4 <br /> EPDXY: SIMPSON SET—XP—FOLLOW MANUFACTURES INSTALLATION <br /> INSTRUCTIONS AND ESR-2508 <br /> REBAR: A615-60 KSI <br /> CONCRETE: F'c = 5,000 psi (MIN.) <br /> INSPECTION: BY DESIGN ENGINEER'S ON—SITE REPRESENTATIVE <br /> 12" MIN. OVERLAP <br /> CONTROL JOINTS TO <br /> MATCH ADJACENT <br /> >< EPDXY BOND AREAS <br /> R AGENT (ALL i(E) CONCRETE <br /> a. STT <br /> SLAB <br /> a <br /> C7W 4° —6 _ _ _ 4 4 4 Q a <br /> W E.., 4 - q4 v v <br /> Z , i <br /> #4 @ 18" O.C. <br /> EA WAY DRILL & (N) CONCRETE <br /> EPDXY 10" MIN. SUB—GRADE SLAB <br /> EMBED. COMPACTED TO . <br /> 95% . <br /> NOTE: <br /> AN APPROVED EPDXY BONDING AGENT SHALL BE APPLIED TO <br /> ALL VERTICAL SIDES PRIOR TO CONCRETE POOR—BACK. <br /> OCONCRETE DOWEL CONNECTOR <br /> N.T.S. <br /> 4 <br /> 4 E <br /> SIGMA TRIUMPH STRUCTURES JOB NO. 17_0421 DRAWN JM DATE 7/17/17 <br /> so�urionis,INC. TYPICAL SLAB <br /> 6623 Schuster Street s,NV 89118 REPAIR DETAIL <br /> WWW.SIGMANV.COM SHEET NO. 1 CHECKED JA SCALE NTS <br /> PH.702.247.4462 FAX 702.632.2838 <br />