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AT INTERIOR <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 />1/8" <br />WEAKENED PLANE JOINT: <br />SAWCUT SLAB AS SOON <br />AS POSSIBLE AFTER POUR <br />(AVOID SPALLING <br />CORNERS) <br />REINF. PER PLAN <br />CLEAN GRAVEL PER PLAN <br />VAPOR BARRIER PER PLAN <br />PAD GRADE <br />AT GARAGE/EXTERIOR <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 />1/8" <br />WEAKENED PLANE JOINT: <br />SAWCUT SLAB AS SOON <br />AS POSSIBLE AFTER POUR <br />(AVOID SPALLING <br />CORNERS) <br />REINF. PER PLAN <br />SAND PER PLAN <br />PAD GRADE <br />1 <br />1 <br />9"3" <br />MIN MI <br />N <br />4"MI <br />N <br />134 <br />578 <br />91112 <br />SLAB ON GRADE <br />STEP IN SLAB <br />18" <br />SLAB EDGE <br />8" <br />MI <br />N <br />. <br />12" MIN. <br />FINISH GRADE <br />TURN TRANSVERSE REINF. <br />& PROVIDE <br />DOUBLE CONT. REINF. <br />AT EDGE <br />PARTITION WALL ANCHORAGE <br />SLAB PER PLAN <br />P.T.D.F. SILL PLATE PER PLAN <br />w/ HILTI'S 0.145" DIA. x 3" LONG <br />POWER DRIVEN PINS @ 32" O.C. <br />w/ 1 5 <br />8 " WASHER <br />1 1 <br />4 " MIN. CONCRETE PENETRATION <br />PARTITION WALL FRAMING <br />PER PLAN <br />SHOT PINS <br />SLAB PER PLAN <br />1 <br />2" DIA. HEADED A.B's <br />@ 48" O.C. MAX. <br />PARTITION WALL FRAMING <br />PER PLAN <br />ANCHOR BOLT AT CURB <br />6" <br />#3 CONT. <br />STEPPING CONTINUOUS FOOTINGFOOTING AT PIPE/CONDUIT <br />REINFORCEMENT <br />HOOKS & BENDSTIES & STIRRUPS <br />STEP DOWNSTEP UP <br />FOOTING INTERSECTIONS <br />ENDINTERSECTIONCORNER <br />PLATE SPLICE FIX DETAIL STUD OCCURS OVER BOLT <br />30 BAR <br />DIA. <br />30 BAR <br />DIA. <br />3" <br /> <br />C <br />L <br />R <br />. <br />TOP REINF. CONT. THRU <br />OPTIONAL C.J. <br />REINF. SAME SIZE & SPACING <br />AS FOOTING REINF. <br />30 BAR DIA. <br />3" <br /> <br />C <br />L <br />R <br />. <br />FOOTING STEP <br />AS REQD.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 />FOOTING STEP <br />AS REQD.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 />REINF. SAME SIZE & SPACING <br />AS FOOTING REINF. <br />TOP BARS <br />(WHERE OCCURS) <br />2x RISE 6" <br />MIN <br />'D <br />'MIN <br />2 #5 U.O.N. <br />STD. HOOK <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 />PROVIDE OUTSIDE CORNER LAP BARS <br />PROVIDE STD. 90° HOOK AT INSIDE BARS <br />NOTE: 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 />NOTE: WHERE PIPES ARE MORE THAN 2'-0" <br />BELOW OF FOOTING. STEP FOOTING DOWN PER <br />TYPICAL FOOTING STEP DETAILBACKFILL TRENCH AND <br />RECOMPACTION <br />TO 90 PERCENT <br />COMPACTION <br />NO DIGGING FOR PIPE <br />TRENCH PARALLEL TO <br />FOOTING BELOW THIS LINE <br />(STEP FTG. DOWN AS REQ'D) <br />TRENCH <br />FOOTING <br />1'-6" <br />MIN <br />30 <br />° <br />NO PIPES TO BE PLACED <br />WITHIN THIS HEIGHT <br />2' <br />- <br />0 <br />" <br />MA <br />X <br />. <br />9" MIN. <br />SLEEVE: <br />I.D. SLEEVE SHALL <br />BE 2" (MIN.) LARGER <br />THAN O.D. OF PIPE <br />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 />6" db BUT NOT LESS THAN 2 1 <br />2" MIN. <br />12 <br /> <br />d <br />b <br />db <br />DIA <br />. <br />DIA <br />. <br />DIA <br />. <br />DIA <br />. <br />NOTE: FOR SIZE & SPACING OF ALL TIES AND STIRRUPS, <br />REFER TO SCHEDULE AND/OR TYPICAL DETAILS. <br />ALTERNATE POSITION <br />OF 135° AND 90° <br />BENDS TYPICAL <br />ALTERNATE POSITION <br />OF SUCCESSIVE TIE <br />SPLICES TYPICAL. <br />DIMENSION "a" <br />FOR #3 TIES = 5" <br />FOR #4 TIES = 5 1 <br />2 " <br />FOR #5 TIES = 6" <br />TYPICAL COLUMN TIES BEAM STIRRUPS <br />"a"12" <br />DIA."a""a""a" <br />"a <br />" <br />"a"OPTIONALDUCTILE <br />A B C D E <br />INSTALL 2x FILLER PIECES AS <br />SHOWN TO BRIDGE BOLT HEAD <br />STUDS @ 16" O.C. <br />TYP. U.O.N. <br />16d TYP AS SHOWN <br />STILL PLATE <br />NOTE: THIS DETAIL REQUIRED WHEN <br />EITHER "A" OR "B" IS GREATER THAN 9". <br />ELEVATION <br />6-16d EACH <br />SIDE OF SPLICE <br />2x SILL SPLICE <br />TYP. SILL BOLTS <br />"A""B" <br />SPLICE LINE <br />COUNTERSINK WITH <br />CARE OVER BOLT <br />STUDS @ 16" O.C. <br />TYP. U.O.N. <br />PARTITION TOP CONNECTION <br />JOIST/TRUSS PER PLAN <br />1/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br />2x4 BLOCK @ 48" O.C. <br />SIMPSON STC @ 48" O.C. <br />PARTITION WALL <br />PER PLAN <br />PARALLEL TO JOIST/TRUSS <br />1/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br />JOIST/TRUSS <br />PER PLAN <br />SIMPSON STC <br />@ 48" O.C. <br />PARTITION WALL <br />PER PLAN <br />PERP. TO JOIST/TRUSS <br />JOIST/TRUSS PER PLAN <br />SIMPSON HTC @ 48" O.C. <br />PARTITION WALL <br />PER PLAN <br />1/ <br />2 <br />" <br /> <br />C <br />L <br />E <br />A <br />R <br /> <br />8 <br />1 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />GA <br />R <br />A <br />G <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />81 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <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 />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-347 <br />DATE:8/1/24 <br />RAMIREZ <br />STRUCTURAL INC <br />TYPICAL <br />DETAILS <br />S3.0 <br />816 N Towner St #2 <br />9/23/2024