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TYP. SLEEVE FOR PIPE AT SLAB <br />TYP. ANCHOR BOLT SCHEDULE <br />TYP. NEW TO EXISTING STEM / FOOTING <br />ANCHOR BOLT ANCHOR EXPANSION BOLT <br />EDGE OF SLAB CURBS & DEPRESSIONS <br />TYP. SLAB-ON-GRADE DETAIL <br />TYP. HOLD DOWN DETAIL <br />TYP. REINFORCING HOOKS AND BENDS <br />BEND & HOOK DETAILS <br />CONTACT SPLICE OFFSETBAR CLEARANCE <br />SPLICE DETAILS <br />17TYP. SLAB ON GRADE <br />NOTES: <br />4DOWEL DEVELOPMENT LENGTH IN TENSION <br />12 <br />TYP. REBAR IN SLAB-ON-GRADE AT JOINT <br />BEAM STIRRUP <br />COLUMN TIES <br />TYP. REBAR DETAIL <br />STRUCTURAL <br />ELEMENT <br />CONCRETE <br />COVER <br />CASE, ACCORDING TO CENTER-TO-CENTER <br />BAR SPACING <br />< 2 Db >= 2 Db < 3 Db >= 3 Db <br />TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR GRADE 60 DEFORMED <br />UNCOATED BARS, f'c = 4000 psi; NORMAL WEIGHT CONCRETE <br />BAR SIZE CLASS <br />TOP BARS OTHER BARS <br />CASE 1 CASE 2 CASE 1 CASE 2 <br />TENSION DEVELOPMENT AND LAP SPLICE 5 <br />BAR SIZE <br />HOOKED EMBEDMENT EXTENSION STRAIGHT BAR EMBEDMENT <br />3000 PSI <br />CONCRETE <br />4000 PSI <br />CONCRETE <br />5000 PSI <br />CONCRETE 90° HOOK 180° HOOK 5000 PSI 4000 PSI 3000 PSI <br />90° HOOK 180° HOOK <br />2 <br />11 <br />SQUARE WASHERS <br />TYP. SILL PLATE CONNECTION TO CONC.ALTERNATIVE MECH. OR WELDED SPLICE 3 <br />DETAIL END <br />BEARING SPLICE <br />DETAIL OF ARC <br />WELDING BUTT <br />SPLICE <br />DETAIL OF <br />MECHANICAL <br />SPLICE <br />9 <br />1 <br />136 <br />14 <br />10 <br />7 <br />15 <br />16 <br />19 <br />CONTROL JOINT <br />CONSTRUCTION JOINT <br />TYP. PIPE PENETRATION SECTION AT SLAB <br />TYP. SLAB- ON-GRADE CONTROL JOINTS <br />TYP. PIPE PENETRATION JOINT <br />TYP. CORNER REINFORCING IN FTG 8 <br />BOLT DIA. <br />(F1554 GR. 55) <br />VERT. BOLT <br />EMBEDMENT <br />LENGTH <br />(U.N.O.) <br />SEE <br />SHEAR WALL <br />SCHEDULE <br />HORIZ. BOLT <br />EMBEDMENT <br />LENGTH <br />(U.N.O.) <br />HEADED STUD <br />FILLET WELD <br />SIZE, "S" <br />SINGLE BAR <br />INTERSECTION <br />MULTI-BARS <br />INTERSECTION <br />SIMPSON ANCHOR SCHEDULE <br />HOLDOWN A.B. Ø EMBED. <br />ALL THREADED ANCHOR ROD SCHEDULE <br />HOLDOWN F1554 GR55 <br />ANCHOR DIA.EMBED.SDS 2.5 <br />SCREWS ASD CAP (1) <br />EXTERIOR SLAB FTG. <br />FD-1 <br />REVISIONS: <br />Content: <br />Sheet: <br />Scale: <br />Design By: <br />Drawing By: <br />Date: <br />Project No: <br />Client: <br />NOTICE: <br />DREAM DESIGN + BUILD <br />Seal: <br />Location: <br />1746 W RICHLAND AVE, <br />SANTA ANA, CA <br />92703 <br />IS <br />S <br />U <br />E <br /> <br />F <br />O <br />R <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />- <br /> <br /> <br />10 <br />/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br />1211 Center Court Dr, # 213 <br />Covina, CA 91724 <br />Phone: (626) 502-1368 <br />www.oneoeightusa.com <br />Civil • Water • Structural <br />FOUNDATION <br />DETAILS