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AT INTERIOR <br />WEAKENED PLANE JOINT: <br />SAWCUT SLAB AS SOON <br />AS POSSIBLE AFTER POUR <br />(AVOID SPALLING CORNERS) <br />REINF. PER PLAN <br />CLEAN GRAVEL PER PLAN <br />VAPOR BARRIER PER PLAN <br />PAD GRADE <br />AT GARAGE/EXTERIOR <br />WEAKENED PLANE JOINT: <br />SAWCUT SLAB AS SOON <br />AS POSSIBLE AFTER POUR <br />(AVOID SPALLING CORNERS) <br />REINF. PER PLAN <br />SAND PER PLAN <br />PAD GRADE <br />134 <br />578 <br />911 <br />SLAB ON GRADE <br />STEP IN SLAB <br />SLAB EDGE <br />FINISH GRADE <br />TURN TRANSVERSE REINF. <br />& PROVIDE <br />DOUBLE CONT. REINF. <br />AT EDGE <br />STEPPING CONTINUOUS FOOTING <br />FOOTING AT PIPE/CONDUIT <br />REINFORCEMENT <br />HOOKS & BENDSTIES & STIRRUPS <br />STEP DOWNSTEP UP <br />FOOTING INTERSECTIONS <br />ENDINTERSECTIONCORNER <br />TOP REINF. CONT. THRU <br />OPTIONAL C.J. <br />REINF. SAME SIZE & SPACING <br />AS FOOTING REINF. <br />FOOTING STEP <br />AS REQD. <br />FOOTING STEP <br />AS REQD. <br />REINF. SAME SIZE & SPACING <br />AS FOOTING REINF. <br />TOP BARS <br />(WHERE OCCURS)2 #5 U.O.N. <br />STD. HOOK <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 />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 />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 />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 12" <br />FOR #5 TIES = 6" <br />TYPICAL COLUMN TIES BEAM STIRRUPS <br />OPTIONALDUCTILE <br />A B C D E <br />CONC. & MASONRY OPENING <br />ADDITIONAL #4 @ 16" PER <br />JAMB DETAIL BELOW <br />WHERE MIN. DIST. CANNOT <br />BE OBTAINED, EXTEND <br />BARS AS FAR AS POSSIBLE <br />AND HOOK. <br />THESE BARS NOT <br />TO BE USED <br />WHERE LARGER <br />LINTEL OR JAMB <br />BARS ARE SHOWN <br />ON PLAN <br />NOTE: TRIM <br />BARS ARE IN <br />ADDITION TO <br />TYP. WALL <br />REINFORCING. <br />1-#6 @ 8" WALLS AND <br />2-#6 @ 12" WALLS AT <br />OPENINGS LESS THAN <br />8'-0". <br />1-#7 @ 8" WALLS AND <br />2-#7 @ 12" WALLS AT <br />OPENINGS FROM 8'-0" <br />TO 14'-0". <br />12" MASONRY <br />LINTEL <br />8" MASONRY <br />LINTEL <br />(SILLS SIMILAR) <br />21 <br />2 <br />" <br />C <br />L <br />R <br />. <br />2" <br /> <br />C <br />L <br />R <br />. <br />48 <br /> <br />D <br />I <br />A <br />. <br />2- #6 MIN. <br />EA END 48 DIA. LAP**1-#6 MIN. <br />EA END#4 @ 16" <br />"L" = FROM 2'-8" TO 6'-0" <br />ADD <br />#4 @ 16" <br />2'-6"4" CLR. <br />8" MASONRY JAMB <br />12" & 16" MASONRY JAMB <br />ADD <br />#4 @ 16" <br />2'-6"4" CLR. <br />**WHERE "L" IS LESS THAN 2'-8" <br />USE ONE PIECE REBAR PER <br />COLUMN TIE DETAIL. WHERE <br />"L" IS GREATER 6'-0" USE <br />TYPICAL JAMB DETAIL.THAN <br />12" & 16" MASONRY PIER <br />JAMB AND SILL REINF. <br />SAME AS ABOVE <br />#4 @ 16" <br />48 DIA. LAP** <br />"L" = FROM 2'-8" TO 6'-0" <br />48 DIA. <br />64 <br /> <br />D <br />I <br />A <br />. <br />JAMB REINF. FROM <br />BELOW, WHERE <br />OCCURRING. MATCH <br />REINF. ABOVE <br />**WHERE "L" IS LESS THAN <br />2'-8" USE ONE PIECE REBAR <br />WITH STANDARD HOOK AT <br />BOTH ENDS. WHERE "L" IS <br />GREATER THAN 6'-0" USE <br />TYPICAL JAMB DETAIL. <br />8" MASONRY PIER <br />NOTE: <br />ADD VERTICAL JAMB BAR <br />AT ALL END OF WALLS <br />POUR LINE <br />CONC. BLK. INTERSECTIONS <br />2-#5 U.O.N.40 DIA. <br />2'-0" MIN. <br />TYP. <br />40 DIA. <br />2'-0" MIN. <br />TYP. <br />STD. <br />HOOKS <br />ALTERNATE <br />CORNER BARS <br />PROVIDE CORNER <br />LAB BARS <br />ALL CORNERS & <br />INTERSECTIONS <br />SHALL HAVE 2-#5 <br />VERTICAL U.O.N. <br />CORNER INTERSECTION END <br />(HORIZONTAL REINF. AT CENTER OF WALL) <br /> 4 <br />6 <br />2 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />NE <br />W <br /> <br />F <br />E <br />N <br />C <br />E <br />46 <br />2 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <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: @ramirezstructural <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.23-101 <br />DATE:1/18/24 <br />RAMIREZSTRUCTURAL INC <br />TYPICAL <br />DETAILS <br />S3.0 <br />HOLD- 4621 W First <br />St12/19/2024