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3 <br />CONT. REBAR PER PLAN <br />MIN. 15 MIL <br />VAPOR BARRIER <br />2" SAND <br />TOP OF <br />NATURAL GRADE <br />OR COMPACT FILL <br />MIN. 6" <br />OVERLAP (U.N.O.) <br />"D <br />" <br /> <br />M <br />I <br />N <br />. <br /> E <br />M <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />MI <br />N <br />. <br />7" <br />PLYWOOD OR OSB PER PLAN <br />EXTERIOR FINISH (SEE <br />ARCHITECTURAL DETAILS FOR <br />WATER RESISTANT <br />BARRIER/WEEP SCREED) <br />MI <br />N <br />. <br />8" <br />INTERIOR FINISH <br />2x STUDS <br />PER PLAN <br />2x PTDF SILL (USE 3x WHERE <br />REQUIRED PER PLANS) w/ 5/8" <br />DIA. ANCHOR BOLTS <br />CONC. SLAB <br />PER PLAN <br />SLAB REINF. PER PLAN <br />PER PLAN <br />ALT.1 ALT.2 <br />TOP OF <br />NATURAL <br />GRADE <br />3" CLR. COVERPOSSIBLE COLD JOINT <br />SEE NOTE <br />NOTES: <br />1.FOR TWO POUR CONSTRUCTION, SEE FOOTING COLD JOINT DE TAIL. <br />2.MAXIMUM WATER CEMENT RATIO FOR SLAB CONCRETE SHALL BE W/C=0.45. <br />3.EMBEDMENT DEPTH, "D" SHALL BE MEASURED FROM THE LOWEST ADJACENT GRADE. <br />TYPICAL EXTERIOR FOOTING <br />FOR DUAL POUR, 7" <br />EMBED. INTO THE 1st <br />POUR START FROM <br />THE COLD JOINT <br />4" GRAVEL OR AS <br />RECOMMENDED BY <br />GEOTECHNICAL <br />REPORT <br />REBAR CONT. <br />T&B (U.N.O.) <br />PER PLAN <br />CONC. SLAB <br />PER PLAN <br />TOP OF <br />NATURAL GRADE <br />OR COMPACT <br />FILL <br />D <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />4" <br />2" <br /> <br />M <br />I <br />N <br />. <br />(P <br />E <br />R <br /> <br />A <br />R <br />C <br />H <br />. <br />) <br />ISOLATE SLAB FROM <br />STEM WALL (USE 1/2" <br />FIBERBOARD MATERIAL) <br />PORCH SLAB <br />SLOPE TO DRAIN <br />PER ARCH PLANS <br />STUD BEYOND <br />3" CLR. COVER, TYP. <br />W <br />PER PLAN <br />NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN. <br />8" <br /> <br />M <br />I <br />N <br />. <br />HOUSE TO PORCH <br />TIE BEAM <br />PER PLAN <br />(WHERE OCCUR) <br />6" MIN. <br />6" <br /> <br />M <br />I <br />N <br />. <br />TOP OF NATURAL GRADE <br />OR COMPACT FILL <br />CENTERLINE OF POST <br />AND PAD FOOTING <br />POST IN WALL (USE <br />COLUMN BASE IF <br />INDICATED PER PLAN) <br />PER PLAN <br />CONC. SLAB PER PLANSLAB REINF. <br />PER PLAN <br />AT INTERIOR FOOTING <br />AT EXTERIOR FOOTING <br />CL <br />DE <br />P <br />T <br />H <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />CONT. BAR <br />OF INTERIOR <br />BEARING FTG. <br />PAD REINF. <br />PER PLAN <br />3" CLR. COVER, TYP. <br />TOP OF NATURAL GRADE <br />OR COMPACT FILL <br />CENTERLINE OF POST <br />AND PAD FOOTING <br />SHALL BE ALIGNED <br />POST IN WALL OR <br />USE COLUMN BASE <br />AT ISOLATED POST <br />PER PLAN <br />CONC. SLAB PER PLANSLAB REINF. <br />PER PLAN <br />AT SLAB-ON-GRADE <br />CL <br />DE <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PAD REINF. <br />PER PLAN <br />3" CLR. COVER, TYP. <br />TOP OF NATURAL GRADE <br />OR COMPACT FILL <br />6" <br /> <br />M <br />I <br />N <br />. <br />EXTERIOR FINISH <br />MI <br />N <br />. <br />8" <br />INTERIOR FINISH <br />CONC. SLAB <br />PER PLAN <br />FINISH <br />GRADE <br />CENTERLINE OF POST <br />AND PAD FOOTING <br />SHALL BE ALIGNED <br />CL <br />PAD REINF. <br />PER PLAN <br />3" CLR. COVER, TYP. <br />CONT. BAR <br />OF EXTERIOR <br />BEARING FTG. <br />DE <br />P <br />T <br />H <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />SLAB REINF. <br />PER PLAN <br />POST IN WALL (USE <br />COLUMN BASE IF <br />INDICATED PER PLAN) <br />PAD FOOTING WITHIN BUILDING PERIMETER <br />PER PLAN <br />2 <br />1 <br />/ <br />4 <br />" <br />1-3/4" MIN. <br />STANDOFF (SO) PER MANUF. <br />de <br />F F <br />TO <br />T <br />A <br />L <br /> <br />R <br />O <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />2F MIN. <br />SQUARE PAD <br />SIZE PER SCHEDULE <br />EXTERIOR CONDITION <br />FINISH <br />GRADE <br />EXT. FTNG. <br />REBAR PER <br />PLAN <br />CONC. SLAB & <br />REINF. PER PLAN <br />CENTERLINE OF A.B., <br />POST & PAD FOOTING <br />CL <br />HOLDOWN <br />PER PLAN <br />TOP OF <br />NATURAL <br />GRADE <br />OR COMPACT <br />FILL <br />2 <br />1 <br />/ <br />4 <br />" <br />1-3/4" MIN. <br />STANDOFF (SO) PER MANUF. <br />de <br />F F <br />TO <br />T <br />A <br />L <br /> <br />R <br />O <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />2F MIN. <br />SQUARE PAD <br />SIZE PER SCHEDULE <br />CONC. SLAB & <br />REINF. PER PLAN <br />CENTERLINE OF A.B., <br />POST & PAD FOOTING <br />CL <br />HOLDOWN <br />PER PLAN <br />FTNG. <br />REBAR PER <br />PLAN <br />ALT. EXTERIOR <br />CURB CONDITION <br />CL <br />TO <br />T <br />A <br />L <br /> <br />R <br />O <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />ALT. INTERIOR <br />CURB CONDITION <br />CL <br />TO <br />T <br />A <br />L <br /> <br />R <br />O <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />1-3/4" MIN. <br />SEE HOLDOWN <br />MANUF. SPECS. <br />FOR REQUIRED <br />BOLT STANDOFF <br />le <br />SS <br />T <br />B <br /> <br />E <br />M <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />3" <br />CLR. COVER, TYP. <br />PER PLAN <br />FINISH <br />GRADE <br />FTG. REBAR <br />PER PLAN <br />CONC. SLAB & <br />REINF. PER PLAN <br />CENTERLINE OF <br />A.B. & POST <br />CL <br />HOLDOWN <br />PER PLAN <br />3" <br />- <br />5 <br />" <br />(1)#4 BAR <br />L=100" <br />CENTERED AT <br />SSTB <br />PAB ANCHOR AT EXTERIOR FTG.PAB ANCHOR AT INTERIOR FTG.SB/SSTB ANCHOR BOLT <br />HOLDOWN ANCHOR BOLT FOR MONOLITHIC CAST-IN-PLACE CONCRETE FOOTING <br />PAB ANCHOR BOLT <br />CURB CONDITION <br />PAB ANCHOR BOLT <br />HDU2 <br />SLAB ON <br />GRADE <br />SSTB24 SB5/8x24 <br />EMBEDMENT <br />(de) <br />TYPESLAB ON <br />GRADE <br />CURB/ <br />STEMWALL <br />SQUARE <br />45° <br />24 <br />ANCHORBOLT <br />(TYP.) <br />OUTEREDGEOFCONCRETE(TYP.) <br />0° <br />135°/90°/45° <br />0° <br />45°45° <br />0° <br />135° <br />1.BOLTS SHALL BE SECURED IN PLACE PRIOR TO FOUNDATION POUR, U.O.N. <br />2.REFER TO MANUF. REQUIREMENTS, SPECIFICATIONS, AND APPLICABLE ICC-ESR REPORT. <br />3.POST TENSION CABLE MAY NOT BE COUNTED AS REQ'D HOLDOWN REBAR. <br />4.FOOTING TOP REBAR(S) MAY BE COUNTED AS REQ'D HOLDOWN REBAR(S). <br />5.HOLDOWNS MAY BE RAISED OFF MUD-SILL TO ACCOMMODATE MIS-LOCATED ANCHOR BY1-1/2" MAX. REFER TO MANUF. SPECS. <br />6.FOR ALL INFORMATION NOT SHOWN, REFER TO DETAIL1. <br />7.USE OF MULTIPLE WASHERS TO ACCOMPLISH TOTAL REQ'D THICKNESSIS NOT PER MITTED. <br />8.REBAR IS REQUIRED AT TOP OF STEM WALL FOUNDATION, BUT IS NOT REQUIRED FOR SLAB ON GRADE EDGE AND <br />GARAGE CURB IF FOOTING WIDTH IS 12" OR GREATER. REFER TO MANUFACTURER FOR MIN. END DISTANCES. <br />HOLDOWN <br />SIMPSON <br />TYPE CURB/ <br />STEMWALL <br />-SB5/8x24 -- <br />24 <br />PLAN VIEW OF SB/SSTB PLACEMENT INCONCRETE <br />ANCHOR ORIENTATION <br />24 <br />NOTES: <br />9.CURB SHALL BE 6" WIDE AT HTT5 AND HDU5 AND 8" WIDE AT HDU8 AND BEYOND <br />SIMPSON <br />"SSTB" ANCHOR BOLT <br />SIMPSON <br />"SB" ANCHOR BOLT <br />SIMPSON "PAB" <br />PRE-ASSEMBLED ANCHOR BOLT <br />CORNER INSTALLATION <br />(INSTALL WITH ARROW <br />ON TOP OF THE BOLT <br />ORIENTED AS SHOWN) <br />NON-CORNER INSTALLATION <br />(BOLT MAY BE INSTALLED @ <br />45° TO 135° AS SHOWN) <br />CORNER INSTALLATION <br />(INSTALL WITH ARROW <br />ON TOP OF THE BOLT <br />ORIENTED AS SHOWN) <br />PAD SIZE (2F) <br />3" <br />#4 CONT. <br />3" <br />#4 CONT. <br />3" <br />CLR. COVER, TYP. <br />3" <br />CLR. COVER, TYP. <br />HDU4 SSTB24 SB5/8x24-SB5/8x24 -- <br />12" MIN. <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />±6 <br />" <br />DE <br />P <br />T <br />H <br /> <br />T <br />O <br /> <br />M <br />A <br />T <br />C <br />H <br />BO <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />F <br />T <br />G <br />. <br />8" <br /> <br />M <br />I <br />N <br />. <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />. <br />2" <br />6" MIN. <br />PER <br />ARCH. <br />(1) 4# CONT. <br />#4 VERT. @18" O.C. AT <br />CENTER WHERE H >18" <br />±6 <br />" <br />DE <br />P <br />T <br />H <br /> <br />T <br />O <br /> <br />M <br />A <br />T <br />C <br />H <br />BO <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br /> <br />F <br />T <br />G <br />. <br />FINISH GRADE <br />(2)#5-TOP &BOTT. CONT. <br />EXTEND MIN. 24" TO THE <br />CONNECTING FOOTING OR <br />TERMINATE W/ STANDARD <br />HOOK AT FAR SIDE. <br />12" MIN. <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" CLR. <br />COVER, TYP.3" CLR. COVER, TYP.(2)#5-TOP &BOTT. CONT. <br />EXTEND MIN. 24" TO THE <br />CONNECTING FOOTING <br />OR TERMINATE W/ <br />STANDARD HOOK AT <br />FAR SIDE. <br />WITH CURB BELOW GRADE <br />H <br />TIE BEAM <br />NON-BEARING INTERIOR WALL <br />CONC. SLAB <br />PER PLAN <br />USE SIMPSON 0.157"Ø <br />PDPAWL SHOT PINS @ <br />16" O.C. OR APPROVED <br />EQUIVALENT FOR <br />NON-SHEAR WALLS, <br />ICC-ES ESR-2138 <br />2x STUDS <br />PER PLAN <br />INTERIOR <br />FINISH <br />NOTE: SEE DETAIL 1/SD1.0 AND NAILING & HARDWARE NOTE 10/S0.10 FOR ADDITIONAL INFORMATION NOT SHOWN. <br />COLUMN & SPANDREL TIE <br />BEAM & JOIST STIRRUP <br />6d <br />bNOT <br />E <br /> <br />1 <br />135° <br />SPANDREL & BEAM SUPPLEMENTARY TIE <br />CROSS TIE <br />db <br />dbdb <br />db <br />db <br />D <br />D <br />D <br />6db <br />3" <br />MIN <br />. <br />6db <br />FOR #3 THRU #5 <br />CROSS TIE <br />6d <br />b F <br />O <br />R <br /> <br /># <br />3 <br />~ <br /># <br />5 <br />12 <br />d <br />b F <br />O <br />R <br /> <br /># <br />6 <br />~ <br /># <br />8 <br />12 <br />d <br />b <br />DETAILING <br />DIMENSION <br />DETAILING <br />DIMENSION <br />D = 6db FOR #3 THRU. #8 BARS <br />D = 8db FOR #9 THRU #11 BARS <br />D = 10DB FOR #14 AND #18 BARS <br />BEND BAR DIAMETER, D <br />ALT. CROSS TIE <br />END IN ALL CASES <br />6d <br />b <br />NOTE 1: BUT NOT LESS THAN 3" (SEISMIC HOOK) <br />90° STANDARD HOOK <br />180° STANDARD HOOK <br />6db <br />3" <br />MIN <br />. <br />D <br />D <br />2 1/2" MIN. <br />BAR BENDING & STANDARD HOOKS <br />STD. HOOK <br />MI <br />N <br />. <br /> <br />L <br />A <br />P <br />48 <br />d <br />b <br />TYP. CONT. <br />FTG. REBAR <br />0" <br />0" <br />STD. HOOK <br />TYP. CONT. <br />FTG. REBAR <br />0" <br />0" <br />0" <br />0" <br />MI <br />N <br />. <br />L <br />A <br />P <br /> <br /> <br />4 <br />8 <br />d <br />b <br />MIN. LAP 48db <br />T CONDITION CORNER CONDITION <br />REINF. DETAILS AT FOOTING JUNCTIONS <br />8" <br /> <br />M <br />I <br />N <br />. <br />SIMPSON COLUMN <br />BASE CB/CBS/CBSQ <br />PER PLAN <br />MULTI-STUD OR <br />POST PER PLAN <br />DE <br />P <br />T <br />H <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />±6 <br />" <br />3" BATTER <br />3" CLR. COVER, TYP. <br />BATTER PEDESTAL <br />PER PLAN <br />8" <br /> <br />M <br />I <br />N <br />. <br />SIMPSON COLUMN <br />BASE CB/CBS/CBSQ <br />PER PLAN <br />MULTI-STUD OR <br />POST PER PLAN <br />DE <br />P <br />T <br />H <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />±6 <br />" <br />PAD REINF. <br />PER PLAN <br />3" CLR. COVER, TYP. <br />FLAT PEDESTAL <br />PER PLAN <br />1" <br />SE <br />E <br /> <br />N <br />O <br />T <br />E <br />TOP OF NATURAL GRADE <br />OR COMPACT FILL <br />TOP OF NATURAL GRADE <br />OR COMPACT FILL <br />PAD REINF. <br />PER PLAN <br />NOTE: 1" STANDOFF REQUIRED AT SIMPSON CB, OTHERWISE USE PRESSURE TREATED <br />WOOD. <br />ISOLATED PAD FOOTING <br />(1)#3 "V" BAR BENT 12"Λ12" THRU <br />STIRRUP OF COLUMN BASE <br />(1)#3 "V" BAR BENT 12"Λ12" THRU <br />STIRRUP OF COLUMN BASE <br />3" CLR. COVER <br />MIN. <br />3" CLR. COVER <br />MIN. <br />6 <br />9 <br />8 <br />FTG. REINF. <br />PER TYP. EXTERIOR <br />FTG. DETAIL <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />7" <br /> <br />M <br />I <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />C <br />O <br />V <br />E <br />R <br />TOP OF <br />CONC. SLAB <br />PER PLAN <br />SLAB REINF. <br />PER PLAN 0" <br />18" MIN. <br />ADD #4@18" <br />DOWELS (NOTE 1) <br />18" MIN. <br />CONC. SLAB <br />PER PLAN <br />SLAB REINF. <br />7" <br /> <br />M <br />I <br />N <br />. <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" <br /> <br />C <br />L <br />R <br />. <br /> <br />C <br />O <br />V <br />E <br />R <br />0" <br />FTG. REINF PER PLAN FOR <br />PAD FTG./ TYP. EXTERIOR <br />FTG. DETAIL FOR CONT. FTG. <br />COLD JOINT (ROUGHENED TO <br />1/4" AMPLITUDE) <br />ANCHOR BOLT <br />ANCHOR BOLT <br />ADD #4@18" <br />EXTERIOR FOOTING <br />INTERIOR / PAD FOOTING <br />NOTES: <br />1.DOWELS ARE REQUIRED WHERE ANCHOR BOLTS EMBEDMENT IS LESS THAN 7" IN FIRST POUR. <br />2.SLAB REBAR CAN BE BENT INTO THE FIRST POUR AND COUNTED TOWARDS REQUIRED DOWELS <br />CROSSING COLD JOINT. <br />3.FOR BALANCE OF INFORMATION SEE TYPICAL FOOTING DETAILS. <br />TYPICAL COLD JOINT IN FOOTING <br />COLD JOINT (ROUGHENED TO <br />1/4" AMPLITUDE) <br />145710 <br />2 <br />24" <br />MIN. <br />MIN. 6" EMBEDMENT <br />W/ SIMPSON SET-3G <br />EXISTING SLAB <br />NEW SLAB REBAR <br />PER PLANS <br />NEW TO EXISTING FOUNDATION DETAIL <br />#4 OVERLAPPED W/ NEW <br />REBAR TO MATCH SPACING <br />OF TYPICAL FOOTING <br />REBAR TOP & BOTTOM <br />NEW SLAB <br />PER PLANS <br />6" <br />MIN. <br />24" <br />EXISTING <br />SLAB <br />NEW SLAB <br />PER PLANS <br />NEW FOOTING MIN. <br />AS DEEP AS EXISTING <br />NEW REBAR MATCH <br />SIZE & SPACING OF <br />TYP. FOOTING REBAR <br />@ TOP & BOTT. <br />- SET-3G ESR #4057 <br />- SPECIAL INSPECTION REQUIRED <br />11 <br />1 <br />1 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />P.P. <br />DATE: <br />JOB NO.: 231014 <br />03/15/2024 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />14 <br />0 <br />2 <br /> <br />W <br /> <br />1 <br />0 <br />T <br />H <br />14 <br />0 <br />2 <br /> <br />W <br /> <br />1 <br />0 <br /> <br />T <br />H <br /> <br />S <br />T <br />, <br /> <br />S <br />A <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 />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />03/15/2024 <br />02 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />1S <br />T <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />2 <br />02 <br />/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br />2N <br />D <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />O <br />R <br />R <br />E <br />C <br />T <br />I <br />O <br />N <br />SD1.0 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />DE <br />T <br />A <br />I <br />L <br />S <br />2 <br />1 <br />1402 W 10th St & Unit #2 - <br />101117923-245/8/2024