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t/ <br />3 <br />t <br />= <br /> <br />S <br />L <br />A <br />B <br /> <br />T <br />H <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />(P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />) <br />1/8" <br />18" <br />MAX. <br />8" <br />MI <br />N <br />. <br />12" MIN. <br />SAWCUT SLAB AS SOON AS <br />POSSIBLE AFTER POUR <br />(AVOID SPALLING CORNERS) <br />PULL TOP QUICK JOINT <br />(INSTALL PER MFR's <br />RECOMENDATIONS) <br />WEAKENED PLANE JOINT(WPJ)TURN TRANSVERSE REINF. <br />& PROVIDE DOUBLE CONT. <br />REINF. AT EDGE <br />FINISH GRADE <br />STEP IN SLAB <br />SLAB EDGE <br />NOTES: <br />1. JOINT SPACING SHALL NOT EXCEED 24 TIMES THE SLAB THICKNESS IN BOTH <br />DIRECTIONS. PANELS BOUNDED BY SANCUTS SHALL BE AS CLOSE TO SQUARE AS <br />POSSIBLE, WITH A 1 12 :1 MAXIMUM ASPECT RATIO. <br />2. CURING COMPOUND SHALL BE APPLIED IN TWO COATS IN OPPOSITE DIRECTIONS <br />WITH AN EXTRA APPLICATION ON ALL SAW CUT JOINTS. COMPOUND TO BE APPLIED <br />WITHIN TWO HOURS OF FINISHING OPERATIONS. <br />3. UNDERGROUND UTILITIES, PIPING, CONDUIT, ETC. SHALL BE PLACED BELOW THE <br />SAND. PIPING AND CONDUITS SHALL NOT BE PLACE IN THE PLANE OF THE SLAB. <br />STEP PER ARCH. <br />t <br />= <br /> <br />S <br />L <br />A <br />B <br /> <br />T <br />H <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />(P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />) <br />ALTERNATIVE WEAKENED <br />PLANE JOINT(WPJ) <br />t/ <br />3 <br />t <br />= <br /> <br />S <br />L <br />A <br />B <br /> <br />T <br />H <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />(P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />) <br />SCREED KEY JOINT <br />REINF. PER PLAN <br />(LAP=2'-0") <br />CONSTRUCTION JOINT (CJ) <br />REINF. PER PLAN <br />(LAP=2'-0") <br />REINF. PER PLAN <br />(LAP=2'-0") <br />SHOT PINS <br />SLAB PER PLAN <br />ANCHOR BOLT AT CURB <br />6" <br />MA <br />X <br />. <br />#3 CONT. <br />PARTITION WALL FRAMING <br />PER PLAN <br />SLAB PER PLAN <br />PARTITION WALL FRAMING <br />PER PLAN <br />P.T.D.F. SILL PLATE PER PLAN w/ <br />HILTI'S 0.145" DIA. x 3" LONG <br />POWER DRIVEN PINS @ 32" O.C. <br />WASHER. w/ 15 8" MIN. CONCRETE <br />PENETRATION 1 1 4" <br />12" DIA. HEADED <br />A.B's @ 48" O.C. <br />MAX. <br />1 <br />1 <br />6" db BUT NOT <br />LESS THAN 212" MIN. <br />12 <br /> <br />d <br />b <br />db <br />DIA <br />. <br />DIA <br />. <br />DIA <br />. <br />DIA <br />. <br />"a"12" <br />DIA."a""a""a" <br />"a <br />" <br />"a"OPTIONAL <br />B C D DIA. = 6 db (FOR #3 THRU #8) <br />DIA. = 8 db (FOR #9, #10 & #11) <br />DIA. = 10 db (FOR #14 & #18) <br />(db = BAR DIAMETER) <br />NOTE: BEND 4 db MINIMUM FOR STIRRUPS & TIES. <br />HOOKS & BENDSTIES & STIRRUPS <br />DIMENSION "a" <br />FOR #3 TIES = 5" <br />FOR #4 TIES = 5 12" <br />FOR #5 TIES = 6" <br />TYPICAL COLUMN TIES BEAM STIRRUPS <br />A E <br />ALTERNATE POSITION <br />OF SUCCESSIVE TIE <br />SPLICES TYPICAL. <br />ALTERNATE POSITION <br />OF 135° AND 90° <br />BENDS TYPICAL <br />NOTE: FOR SIZE & SPACING OF ALL TIES AND STIRRUPS, <br />REFER TO SCHEDULE AND/OR TYPICAL DETAILS. <br />DUCTILE <br />STEP UP <br />30 BAR <br />DIA. <br />30 BAR <br />DIA. <br />3" <br /> <br />C <br />L <br />R <br />. <br />30 BAR DIA. <br />3" <br /> <br />C <br />L <br />R <br />. <br />2x RISE <br />3" <br />M <br />I <br />N <br />. <br />2' <br />- <br />0 <br />" <br />MA <br />X <br />. <br />RI <br />S <br />E <br />30 BAR <br />DIA. <br />30 BAR <br />DIA. <br />2" <br /> <br />C <br />L <br />R <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br />3"CL <br />R <br />2x RISE <br />2' <br />- <br />0 <br />" <br />MA <br />X <br />. <br />RI <br />S <br />E <br />30 BAR DIA. <br />3" <br /> <br />C <br />L <br />R <br />. <br />'D <br />' <br />2' <br />- <br />0 <br />" <br />MA <br />X <br />. <br />RI <br />S <br />E <br />2x RISE 6" <br />MIN <br />'D <br />'MIN <br />TOP REINF. CONT. THRU <br />OPTIONAL C.J. <br />REINF. SAME SIZE & <br />SPACING AS <br />FOOTING REINF. <br />FOOTING STEP <br />AS REQD. <br />STEP DOWN <br />FOOTING STEP <br />AS REQD. <br />TOP BARS <br />(WHERE OCCURS) <br />REINF. SAME SIZE & SPACING <br />AS FOOTING REINF. <br />INSTALL 2x FILLER PIECES AS <br />SHOWN TO BRIDGE BOLT HEAD <br />STILL PLATE <br />16d TYP. AS <br />SHOWN <br />STUDS @ 16" O.C. <br />TYP. U.O.N. <br />ELEVATION <br />"A""B" <br />SPLICE <br />LINE <br />TYP. SILL BOLTS <br />2x SILL SPLICE <br />6-16d EACH <br />SIDE OF SPLICE <br />NOTE: THIS DETAIL REQUIRED WHEN <br />EITHER "A" OR "B" IS GREATER THAN 9".COUNTERSINK WITH <br />CARE OVER BOLT <br />SEE 9/S3.0 <br />STUDS @ 16" O.C. <br />TYP. U.O.N. <br />30 DIA. U.O.N. <br />2'-0" MIN. <br />TYP. <br />30 DIA. U.O.N. <br />2'-0" MIN. <br />TYP. <br />ALL CORNERS & INTERSECTIONS <br />SHALL HAVE 2 #5 VERTICAL U.O.N. <br />STD. HOOK <br />2 #5 U.O.N. <br />PROVIDE OUTSIDE CORNER LAP BARS <br />PROVIDE STD. 90° HOOK AT INSIDE BARS <br />INTERSECTIONCORNER END <br />FOOTING <br />1'-6" <br />MIN <br />30 <br />° <br />2' <br />- <br />0 <br />" <br />MA <br />X <br />. <br />9" <br />MIN. <br />9" <br />MIN.3" <br /> <br />M <br />I <br />N <br />4" <br /> <br />M <br />I <br />N <br />. <br />BACKFILL TRENCH AND <br />RECOMPACTION TO 90 <br />PERCENT COMPACTION <br />NO PIPES TO BE PLACED <br />WITHIN THIS HEIGHT <br />SLEEVE: <br />I.D. SLEEVE SHALL <br />BE 2" (MIN.) LARGER <br />THAN O.D. OF PIPE <br />TRENCH <br />NO DIGGING FOR PIPE <br />TRENCH PARALLEL TO <br />FOOTING BELOW THIS LINE <br />(STEP FTG. DOWN AS REQ'D) <br />NOTE: <br />1.PLACE CONCRETE FILL AROUND SLEEVES <br />BEFORE POURING FOOTING PADS. FILL SHALL <br />BE SAME WIDTH AS FOOTING AND FULL DEPTH <br />OF PIPE TRENCH. <br />2.WHERE PIPES ARE MORE THAN 2'-0" BELOW OF <br />FOOTING. STEP FOOTING DOWN PER TYPICAL <br />FOOTING STEP DETAIL <br />SLAB ON GRADE JOINTS, DEPRESSED SLAB & SLAB EDGE 1PARTITION WALL ANCHORAGE 3 <br />REINFORCEMENT 5 <br />STUD OCCURS OVER BOLT 9 <br />STEPPING CONTINUOUS FOOTING 7 <br />PLATE SPLICE FIX DETAIL 10FOOTING INTERSECTIONS 11FOOTING AT PIPE/CONDUIT 12 <br />PARTITION TOP CONNECTION 4 <br />1/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br />1/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br />1/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br />2x4 BLOCK <br />@ 48" O.C. <br />JOIST/TRUSS <br />PER PLAN <br />SIMPSON STC <br />@ 48" O.C. <br />PARTITION WALL <br />PER PLAN <br />PARALLEL TO JOIST/TRUSS <br />SIMPSON STC <br />@ 48" O.C. <br />JOIST/TRUSS <br />PER PLAN <br />JOIST/RAFTER/TRUSS <br />PER PLAN <br />SIMPSON HTC @ 48" O.C. <br />PARTITION WALL <br />PER PLAN <br />PERP. TO JOIST/TRUSS <br />PARTITION WALL <br />PER PLAN <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REGISTER <br />G <br />EDP <br />E <br />ROFESSIONALEN <br />F <br />IN <br />N <br />E <br />R <br />STATEOF CALI <br />R <br />OR <br />AIIC <br />I <br />V IL <br />JOSE C.MAR <br />ZE <br />C 91046 <br />EXP. 03-31-26 <br />A <br />B <br />C <br />PROJECT NO.26-135 <br />DATE:1/22/26 <br />RAMIREZ <br />STRUCTURAL INC <br />DESCRIPTIONREVISION DATE <br />APPROVAL STAMP <br />23 <br />2 <br />3 <br /> <br />W <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />23 <br />2 <br />3 <br /> <br />W <br /> <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />S3.0 <br />TYPICAL <br />DETAILS