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10 <br />" <br /> <br />( <br />S <br />T <br />H <br />D <br />1 <br />0 <br />) <br />14 <br />" <br /> <br />( <br />S <br />T <br />H <br />D <br />1 <br />4 <br />) <br />3" <br />- <br />5 <br />" <br />MAX. ALLOWABLE <br />SPALL = 1" <br />STHD PER PLAN <br />APPLY ON <br />STUD/POST <br />WHERE NO <br />SHEATHING <br />EXISTS <br />(1)#4 BAR <br />L=56" CENTERED <br />AT STHD <br />REINFORCING <br />PER PLAN <br />CONC. SLAB & <br />REINF. PER PLAN <br />10 <br />" <br /> <br />( <br />S <br />T <br />H <br />D <br />1 <br />0 <br />) <br />14 <br />" <br /> <br />( <br />S <br />T <br />H <br />D <br />1 <br />4 <br />) <br />3" <br />- <br />5 <br />" <br />MAX. ALLOWABLE <br />SPALL = 1" <br />(1)#4 BAR <br />L=56" CENTERED <br />AT STHD <br />FINISH <br />GRADE <br />REINFORCING <br />PER PLAN <br />CONC. SLAB & <br />REINF. PER PLAN <br />STHD PER PLAN <br />APPLY ON <br />STUD/POST <br />WHERE NO <br />SHEATHING <br />EXISTS <br />PER PLAN <br />D <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />PER PLAN <br />AT CURB <br />NOTES: <br />1.REFER TO MANUF. REQUIREMENTS, SPECIFICATIONS, AND APPLICABLE ICC-ESR REPORT. <br />2.FOOTING TOP REBAR(S) OR POST-TENSION TENDON MAY BE COUNTED AS REQ'D HOLDOWN REBAR. <br />3.FOR ALL INFORMATION NOT SHOWN, REFER TO DETAIL 1. <br />AT EXTERIOR FOOTING <br />STHD STRAP HOLDOWN <br />D <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />12 <br />" <br /> <br />M <br />A <br />X <br />#4 CONT. <br />1 <br />#4 DOWELS @ 18" O.C. <br />EMBED MIN. 12" INTO NEW <br />FOOTING & MIN 6" INTO EXISTING <br />SLAB.STAGGERED TO BOTH SIDES <br />OF (E) SLAB . <br />DRILL & EPOXY W/ SIMP. SET-3G <br />EPOXY. (SPECIAL INSPECTION <br />REQUIRED) [ICC ESR#4057] <br />12" MIN. <br />WIDTH PER PLAN <br />MI <br />N <br />. <br /> <br />1 <br />8 <br />" <br /> <br />- <br /> <br />N <br />O <br /> <br />L <br />E <br />S <br />S <br />TH <br />A <br />N <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />FO <br />O <br />T <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />6" <br /> <br />M <br />I <br />N <br />. <br />SAW CUT (E) SLAB, <br />CHEAP CONC. <br />SURFACE <br />NEW FOOTING <br />W/(2)#4 BAR TOP & <br />BOTTOM <br />EXISTING SLAB <br />2X P.T.D.F. SILL <br />w/5/8" Ø ANCHOR <br />BOLTS PER SHEAR <br />WALL SCHEDULE <br />2X STUDS @16" O.C. <br />INTERIOR FINISH <br />EXISTING SLAB <br />NEW INTERIOR BEARING FOOTING IN EXISTING SLAB <br />3" CLR. <br />COVER, TYP. <br />ISOLATED PAD FOOTING <br />PAD REINFORCEMENT, <br />SEE PLANS <br />CENTERLINE OF POST <br />AND PAD FOOTING <br />POST IN WALL OR USE <br />COLUMN BASE, SEE PLAN <br />#4 DOWELS @ 18" O.C. <br />EMBED MIN.12" INTO NEW <br />FOOTING & MIN 6" INTO EXISTING <br />SLAB.STAGGERED TO BOTH SIDES <br />OF (E) SLAB. DRILL & EPOXY W/ SIMP. <br />SET-3G EPOXY. (SPECIAL INSPECTION <br />REQUIRED) [ICC ESR#4057]SAW CUT <br />(E) SLAB, CHEAP <br />CONC. SURFACE <br />SEE PLANS 24" SQ. MIN. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <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 />MISSING SHEAR ANCHOR DETAIL <br />REPLACE EACH MISSING 5/8" <br />Ø A.B. W/ (2) 1/2" Ø TITEN-HD <br />SCREWS OR (2) 1/2"Ø A307 <br />ALL THREAD W/ SET-3G EPOXY <br />EXISTING SLAB & <br />FOOTING <br />7" <br />- SET-3G ICC-ES ESR-4057 <br />- TITEN-HD ESR-2713 <br />- SPECIAL INSPECTION REQUIRED <br />2.5" @ EDGE CONC. FOOTING <br />OR CENTERED AT <br />INTERIOR FOOTING <br />HOLDOWN RETROFIT DETAIL <br />EXTERIOR CONDITION <br />F.G. <br />h <br />M <br />I <br />N <br />. <br />NEW ANCHOR BOLT (ASTM-A36) PER TABLE <br />DRILLED THROUGH EXISTING FOOTING <br />BACK FILL w/ 2500 PSI CONCRETE <br />NEW HOLDOWN <br />PER PLAN <br />PLATE WASHER & NUT PER TABLE <br />HDU 2 & 4,HTT, STHD 13/4" SQ.x5/8"12" <br />HDU 5 & 8 <br />HDU 11 & 14 <br />5/8" Ø <br />7/8" Ø <br />1" Ø <br />2/12" SQ.x5/8" <br />3" SQ.x5/8" <br />15" <br />24" <br />h <br />3" <br /> <br />C <br />L <br />R <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />NEW HOLDOWN <br />PER PLAN <br />E.Q.E.Q. <br />15" MIN. <br />EXISTING INTERIOR <br />FOOTING <br />5/8" TO 3/4" <br />COUPLER <br />REFER TO SIMPSON <br />CATALOGUE FOR ADDITION INFOR. <br />THREADED ROD ASTM <br />A36 IN SIMPSON <br />SET-3G (3/4" Ø) W/ 12" <br />EMBEDMENT <br />h <br />M <br />I <br />N <br />. <br />INTERIOR CONDITION <br />- SET-3G ICC-ES ESR-4057 <br />- SPECIAL INSPECTION REQUIRED <br />6" MIN. <br />HOLDOWN ASTM-A36 ROD Ø A36 PLATE WASHER <br />1 3/4" @ 2x4 STUD WALL <br />OR 2 1/2" @ 2x6 STUD WALL <br />CONT. REBAR PER PLAN <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 />3" <br /> <br />C <br />L <br />R <br />. <br />, <br />TY <br />P <br />. <br />PLYWOOD <br />OR OSB PER PLAN <br />(WHERE OCCURS) <br />MI <br />N <br />. <br />8" <br />2x STUDS WALL <br /> PER PLAN <br />2x PTDF SILL (USE 3x WHERE <br />REQUIRED PER PLANS) w/ 5/8" <br />DIA. ANCHOR BOLTS <br />(E) SLAB <br />PER PLAN <br />PER PLAN <br />TOP OF <br />NATURAL <br />GRADE <br />3" CLR., <br />TYP.NOTES: <br />1.FOR TWO POUR CONSTRUCTION, SEE FOOTING COLD JOINT DETAIL. <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 />4. SEE DETAIL 1/S0.7 FOR MORE INFORMATION NOT SHOWN <br />EXTERIOR FOOTING DETAIL <br />6" <br />NEW FOUNDATION <br />PER PLAN <br />#4 DOWEL (MIN. 24" LENGTH) w/6" <br />MIN. EMBED INTO EXISTING <br />CONCRETE SLAB <br />E.N. <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />HSS COLUMN <br />PER PLAN <br />1/4" FILLET <br />WELD <br />(2) 5/8" DIAM. ALL THREAD <br />W/SIMPSON "SET-3G" EPOXY, W/ MIN. <br />8" EMBED. INTO EXISTING FOOTING, <br />SPECIAL INSPECTION REQUIRED <br />5 1/2"X12"X1/4" <br />STEEL BASEPLATE <br />5 1/2"X12"X1/4" <br />STEEL BASEPLATE <br />HSS COLUMN <br />PER PLAN <br />NOTE: <br />SIMPSON "SET-3G" EPOXY ANCHORS REQUIRE <br />SPECIAL INSPECTION ICC ESR-4057 <br />FOUNDATION DETAIL <br />9" <br />10 <br />" <br /> <br />M <br />I <br />N <br />5 1/2" <br />1 <br />1 <br />/ <br />2 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />12 <br />" <br />(E) FOOTING <br />8 <br />9 NEW PAD FOOTING @ EXTERIOR CONDITION <br />(N) STEEL COLUMN PER PLAN <br />(E) CONCRETE FOUNDATION <br />(N) PAD FOOTING <br />PER PLAN <br />#4 DOWELS @ 18" O.C. BENT AS SHOWN IN <br />FOOTING MIN. 5" EMBEDMENT OF DOWELS <br />INTO EXISTING CONCRETE W/ SIMPSON <br />SET-XP EPOXY, ESR #2508. PERIODIC SPECIAL <br />INSPECTION IS REQ'D. <br />ADDITIONAL #4 <br />BOTTOM DOWEL <br />AT ENDS ONLY. <br />PAD REINF. PER PLAN <br />PER PLAN <br />(E) WIDTH <br />(N) FTN'G WIDTH <br />MIN <br />3" <br />CL <br />R <br />. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />(E <br />) <br /> <br />D <br />E <br />P <br />T <br />H <br />3" <br />(2) 5/8" DIAM. ALL THREAD <br />W/SIMPSON "SET-3G" <br />ESR-4057, W/ MIN. <br />10" EMBED. INTO EXISTING <br />FOOTING, SPECIAL <br />INSPECTION REQUIRED <br />5 1/2"X12"X1/2" <br />STEEL BASE PLATE <br />1/2" THICK STEEL <br />BASE PLATE <br />3/16 <br />1.5"1.5" <br />12" <br />5 <br />1 <br />/ <br />2 <br />" <br />STEEL COLUMN <br />PER PLAN <br />#4 DOWELS @ 18" O.C. <br />EMBED MIN. 12" INTO NEW <br />FOOTING & MIN 6" INTO EXISTING <br />SLAB.STAGGERED TO BOTH SIDES <br />OF (E) SLAB . <br />DRILL & EPOXY W/ SIMP. SET-3G <br />EPOXY. (SPECIAL INSPECTION <br />REQUIRED) [ICC ESR#4057] <br />12" MIN. <br />WIDTH PER PLAN <br />MI <br />N <br />. <br /> <br />1 <br />8 <br />" <br /> <br />- <br /> <br />N <br />O <br /> <br />L <br />E <br />S <br />S <br />TH <br />A <br />N <br /> <br />E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />FO <br />O <br />T <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />T <br />H <br />6" <br /> <br />M <br />I <br />N <br />. <br />SAW CUT (E) SLAB, <br />CHEAP CONC. <br />SURFACE <br />NEW FOOTING <br />W/(2)#4 BAR TOP & <br />BOTTOM <br />EXISTING SLABEXISTING SLAB <br />CONNECTION DETAIL <br />3" CLR. <br />COVER, TYP. <br />FIN. FLR. <br />600S162-43 STUD <br />WALLS @ 24" O.C. <br />CONTINUOUS 600T150-43 <br />BOTT. TRACK W/ HILTI X-U. <br />0.157 DIA. WITH 1" MIN. <br />EMBEDMENT @ 16" O.C. <br />(ESR-2269) <br />10 <br />11 <br />6" <br />MI <br />N <br />. <br />MI <br />N <br />. <br />CMU WALL <br />#4x12" LENGTH A.B <br />@16" O.C. MIN. 6" <br />EMBEDED INTO CMU <br />(MIN (4) A.B. PER PLATE) <br />F.G.CONNECTION <br />BY OTHERS <br />METAL GATE <br />BY OTHERS <br />6" <br />1/4" BENT STEEL PLATE / TUBE STEEL <br />BY DOOR MANUFACTURER WITH A.B. <br />TO CMU WALL, EXTEND BENT PLATE / <br />TUBE STEEL INTO FOOTING BELOW. <br />CMU FOOTING <br />& REBAR WHERE <br />OCCURS <br />MI <br />N <br />. <br />2 <br />1 <br />/ <br />2 <br />' <br />MI <br />N <br />. <br />1 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br /> <br />2 <br /> <br />1 <br />/ <br />2 <br />' <br />MI <br />N <br />. <br />1 <br />1 <br />/ <br />2 <br />" <br />MIN. 6" <br />CORNER <br />CMU BLOCK 1/2"X12" LONG <br />A.B. @MAX. <br />16" O.C. <br />METAL GATE <br />& CONNECTION <br />BY OTHERS <br />1/4" BENT PLATE <br />SIZE TO MATCH MIN. <br />HSS POST <br />WHERE OCCURS <br />MIN. 4" <br />NOTE: <br />- ALL DISTANCES ARE CLEAR. <br />- VERTICAL REINFORMENT IN <br />CMU WALL NOT SHOW FOR <br />CLARITY. <br />1/2"X12" LONG <br />A.B. @MAX. <br />16" O.C. <br />24 <br />" <br /> <br />E <br />M <br />B <br />E <br />D <br />ENLARGE PAD FOOTING <br />AT STEEL POST, <br />PROVIDE (2) #5 TOP <br />AND BOTTOM <br />MIN 24" <br />30 <br />" <br /> <br />M <br />I <br />N <br />. <br />MIN. 6" <br />MI <br />N <br />. <br />3" <br />GATE / DOOR AT TRASH ENCLOSURE DETAIL <br />A A <br />TYPICAL POST AT MASONRY WALL <br />STEEL COLUMN PER PLAN <br />8" CMU WALL PER PLAN <br />1/4 TYP. <br />PLATE VIEW <br />(4)1/2"Ø AWS TYPE A HEADED <br />STUD W/ 4" EMBEDMENT <br />AND ANCHOR BOLT. <br />4" <br />ADD'L (2) #4 HORIZONTAL <br />1" <br />, <br /> <br />T <br />Y <br />P <br />. <br />1/ <br />2 <br />" <br />, <br /> <br />T <br />Y <br />P <br />. <br />6" <br />6" <br />6"x6"x1/2" <br />STL PLATE <br />1/4TYP.STEEL COLUMN <br />PER PLAN <br />(4)1/2"Ø AWS TYPE A HEADED <br />STUD W/ 4" EMBEDMENT <br />AND ANCHOR BOLT. <br />1/2" THICK STL PLATE <br />12 <br />#5 @ 8" O.C. <br />VERT. BARS <br />H= <br /> <br />6 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />3" <br /> <br />C <br />L <br />R <br />TY <br />P <br />. <br />#6 @ 10" O.C. <br />@ TOP & BOTT. <br />8" CMU WALL <br />SOLID GROUT WALL <br />(SPECIAL INSPECTION REQUIRED) <br />RAISED CURB <br />WHERE OCCURS <br />#4 @ 16" O.C. <br />HORIZ. BARS <br />CONCRETE FOOTING <br />#5 @ 12" O.C. <br />@ TOP & BOTT. <br />(1)- #4 CONT. <br />1'-9"2'-3" <br />4'-0" <br />2' <br />- <br />0 <br />" <br />F.G. PER GRADING <br />6" <br />MI <br />N <br />. <br />TRASH ENDCLOSURE WALL DETAIL <br />(2)- #4 CONT. <br />CONCRETE SLAB <br />W/ REBAR PER PLAN <br />36 <br />" <br /> <br />L <br />A <br />P <br />DOWELS TO MATCH WITH <br />VERTICAL BAR AS SHOWN. <br />SEE DETAIL 12/S0.7 <br />13 <br />CORNERINTERSECTIONEND <br />72DB <br />72DB <br />0" <br />TYP. <br />TYPICAL DOUBLE CURTAIN REINF. <br />NOTES: <br /> 1. USE DOUBLE OPEN END BOND BEAM UNITS, SINGLE OPEN END UNITS AT CORNERS & ENDS OF WALL. <br /> 2. PROVIDE 2-#5 OR 2 WALL VER. REINF. WHICHEVER IS GREATER. <br />2-#5 <br />(NOTE 2) <br />BREAK SHELL FOR <br />FLOW OF GROUT <br />BAR, SAME SIZE & <br />SPACING AS HORIZ. <br />REINF. <br />2-#5 <br />(NOTE 2) <br />2-#5 <br />(NOTE 2) <br />1" <br /> <br />C <br />L <br />R <br />. <br />, <br /> <br />T <br />Y <br />P <br />. <br />2-#5 <br />(NOTE 2) <br />OPEN END UNIT <br />BAR SAME SIZE & <br />SPACING AS HORIZ. <br />REINF. <br />14 <br />15 <br />CONT. REBAR PER PLAN <br />MIN. 15 MIL <br />VAPOR BARRIER <br />4" GRAVEL <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 />8" <br />CONC. SLAB <br />PER PLAN <br />SLAB REINF. PER PLAN <br />PER PLAN <br />TOP OF <br />NATURAL <br />GRADE <br />3" CLR. COVER <br />COLD JOINT (ROUGHENED <br />TO 1/4" AMPLITUDE) <br />(FOR TWO POUR <br />CONSTRUCTION) <br />TYPICAL EXTERIOR FOOTING <br />NOTES: <br />1.MAXIMUM WATER CEMENT RATIO FOR SLAB CONCRETE SHALL BE W/C=0.45. <br />2.EMBEDMENT DEPTH, "D" SHALL BE MEASURED FROM THE LOWEST ADJACENT GRADE. <br />3. SLAB REBAR CAN BE BENT INTO THE FIRST POUR AND COUNTED TOWARDS REQUIRED DOWELS <br /> CROSSING COLD JOINT. <br />ADD #4 DOWELS MATCH <br />SPACING OF SLAB REINF. <br />1 <br />54312 <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 />S.W. <br />DATE: <br />JOB NO.: 23033 <br />08/19/2024 <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 />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <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 />5 <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 />6 <br />Core Structure, Inc. <br />23172 Plaza Pointe Dr. <br />Suite #145 <br />Laguna Hills, CA 92653 <br />Phone: 949-954-7244 <br />info@corestructure.com <br />From The Ground Up <br />08/19/2024 <br />S0.7 <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 />1430 E Edinger Ave <br />3/27/2025