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6" <br />R-13 INSULATION <br />PTDF SILL WITH 5/8"⌀ <br />ANCHOR BOLTS 6' O.C. <br />AND 12" FROM ENDS., <br />U.N.O. <br />(E) LEVELING SAND <br />1/2" DRYWALL <br />2x4 STUDS <br />@ 16" O.C. <br />14# FELT MOISTURE <br />BARRIER <br />2 - #4 REBAR TOP <br />AND BOTTOM <br />STUCCO WEEP <br />SCREED. <br />STUCCO W/ WIRE <br />MESH <br />3/8" CDX PLYWOOD <br />W/ 8d @ 6.6.12 <br />(E) 4" CONCRETE SLAB <br />WITH #4 BARS AT <br />THE BOTTOM. <br />V.I.F. <br />IN EPOXY <br />MIN. <br />6" DEEP. SET REBAR <br />DRILL A 3/4"⌀ HOLE <br /> @ 18" O.C. <br />INTO (N) FOOTING <br />#4 x 24" DOWEL <br />REDGARD WATERPROOF <br />COATING, PER ESR 1413. <br />(E) F.G. <br />(N) LEVELING CONC <br />FILL OVER (E) SLAB <br />4" WX 6" H CONC CURB <br />W/(1) - #4 CONTI. <br />12" <br />4" <br />24 <br />" <br />4" <br />6" <br />8" <br />TYP. STUD WALL FRAMING DETAIL <br />TYP. STUD WALL INTERSECTION TYP. NON-BEARING WALL SLAB6 <br />TYP. STUD WALL FRAMING DETAIL <br />CEILING JOIST DETAIL 3 2 <br />4 <br />5 <br />10987LUMBER MATERIAL SPECS TYP. NON-BEARING WALL TO CEILING <br />A9 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />DE <br />T <br />A <br />I <br />L <br />S <br />SHEET: <br />SCALE: <br />DATE: <br />11/25/2024 <br />Re <br />v <br />i <br />s <br />i <br />o <br />n <br /> <br />T <br />a <br />b <br />l <br />e <br />Nu <br />m <br />b <br />e <br />r <br />Da <br />t <br />e <br />Re <br />v <br />i <br />s <br />e <br />d <br /> <br />B <br />y <br />De <br />s <br />c <br />r <br />i <br />p <br />t <br />i <br />o <br />n <br />CO <br />M <br />P <br />A <br />' <br />S <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />94 <br />9 <br /> <br />N <br />. <br /> <br />I <br />R <br />O <br />Q <br />U <br />O <br />I <br />S <br /> <br />A <br />V <br />E <br />. <br />AN <br />A <br />H <br />E <br />I <br />M <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />0 <br />1 <br />JU <br />A <br />N <br /> <br />O <br />R <br />E <br />L <br />L <br />A <br />N <br />A <br /> <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />MA <br />N <br />U <br />E <br />L <br /> <br />& <br /> <br />M <br />A <br />R <br />I <br />A <br /> <br />C <br />A <br />S <br />A <br />S <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />26 <br />1 <br />7 <br /> <br />D <br />E <br />O <br />D <br />A <br />R <br /> <br />S <br />T <br />. <br /> <br />U <br />N <br />I <br />T <br />#2 <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 />1 <br />10 <br />/ <br />2 <br />7 <br />/ <br />2 <br />0 <br />2 <br />3 <br />JO <br />PL <br />A <br />N <br />N <br />I <br />N <br />G <br />2 <br />10 <br />/ <br />3 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />JO <br />PL <br />A <br />N <br />N <br />I <br />N <br />G <br />3 <br />03 <br />/ <br />0 <br />8 <br />/ <br />2 <br />0 <br />2 <br />4 <br />JO <br />BP <br />4 <br />04 <br />/ <br />0 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br />JO <br />PC <br />C <br />5 <br />25 <br />/ <br />1 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />JO <br />PC <br />C <br />Ju <br />a <br />n <br /> <br />O <br />r <br />e <br />l <br />l <br />a <br />n <br />a <br />CONCRETE MATERIAL SPECSWEEP SCREED DETAIL <br />4 : <br /> <br />1 <br />2 <br />4 : <br /> <br />1 <br />2 <br />1' <br />CJ <br />- <br />1 <br />RR <br />- <br />1 <br />RR <br />- <br />1 <br />(E) 2 <br />X <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />D <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />4X4 <br />H <br />D <br />R <br />4X4 <br />H <br />D <br />R <br />4X4 <br />H <br />D <br />R <br />4X4 <br />H <br />D <br />R <br />4X <br />4 <br /> <br />H <br />D <br />R <br />4X <br />4 <br /> <br />H <br />D <br />R <br />CJ <br />- <br />2 <br />1' <br />1' <br />1' <br />1' <br />(E) 12" WX 18"D <br />(V.I.F) <br />(E) 12" WX 18"D <br />(V.I.F) <br />(E) 12" WX 18"D <br />(V.I.F) <br />(N) 12" WX 24"D (V.I.F) <br />7 <br />A9 <br />3 <br />A9 <br />5 <br />A9 <br />5 <br />A9 <br />5 <br />A9 <br />VAPOR RETARDER IS REQUIRED OVER (E) GARAGE SLAB AS <br />REQUIRED IN SECTION R506.2.3. PROVIDE REDGARD <br />WATERPROOFING AND CRACK PREVENTION MEMBRANE, C-CURE <br />PRO-RED WATERPROOFING AND ANTI-FRACTURE MEMBRANE, AND <br />JAMBO WATERPROOFING MEMBRANE APPLICATION PER <br />ICC-ESR#1413 <br />FOUNDATION PLAN <br />ROOF PLAN <br />SLAB REPAIR <br />MINIMUM FOUNDATION CONSTRUCTION <br />REQUIREMENTS UNDER EXEMPTIONS #5 ABOVE: <br />1.DEPTH OF FOUNDATIONS BELOW THE <br />NATURAL GRADE SHALL NOT BE LESS THAN <br />18 INCHES. <br />2.CONTINUOUS FOUNDATION SHALL BE <br />REINFORCED WITH AT LEAST FOUR <br />CONTINUOUS #4 REINFORCING BARS, TWO <br />#4 BARS AT THE TOP AND TWO #4 BARS AT <br />THE BOTTOM. <br />3.SLAB CONSTRUCTION SHALL BE MINIMUM 4" <br />THICK, REINFORCED WITH #4 BARS AT 18" <br />ON CENTER EACH WAY <br />4.DOWELING OF THE NEW FOUNDATIONS AND <br />SLABS INTO THE EXISTING FOUNDATIONS <br />AND SLABS SHALL BE REQUIRED. DOWELS <br />SHALL BE A MINIMUM OF 6" INTO THE <br />EXISTING CONCRETE AND SHALL EXTEND A <br />MINIMUM OF 24" INTO THE NEW CONCRETE. <br />DOWELS SHALL BE MINIMUM #3 BARS AT 18" <br />ON CENTER OR #4 BARS AT 24" ON CENTER. <br />ALTERNATE FOUNDATION DESIGN WITHOUT A <br />SOILS REPORT: THE ICC ORANGE CHAPTER <br />"FOUNDATION REQUIREMENTS FOR RESIDENTIAL <br />PROJECTS AND ACCESORY STRUCTURES" MAY <br />BE USED AS ALTERNATE FOUNDATION DESIGN <br />WITHOUT SOILS REPORT. <br />(N) 2X8 DF 2 <br />CJ 24" O.C. <br />3/8" CDX PLYWOOD <br />W/ 8d @ 6.6.12