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12 <br />2 <br />1 <br />EXISTING <br />RAISED FOUNDATION <br />HDU <br />2 <br />D-1 <br />3 <br />HDU <br />2 <br />D-1 <br />3 <br />D-1 <br />3 <br />HD <br />U <br />2 <br />D-1 <br />3 <br />HD <br />U <br />2 <br />HD <br />U <br />2 <br />HD <br />U <br />2 <br />HDU <br />2 <br />D-1 <br />3 <br />HDU <br />2 <br />D-1 <br />3 <br />D-1 <br />3 <br />HDU <br />2 <br />D-1 <br />3 <br />D-1 <br />5 <br />D-1 <br />5 <br />D-1 <br />5 <br />D-1 <br />5 <br />D-1 <br />5 <br />D-1 <br />5 <br />D-1 <br />5 <br />D-1 <br />5 <br />D-1 <br />5 <br />HD <br />U <br />2 <br />NEW CURB. MIN. 6" <br />WIDE AND 6' HIGHT. <br /> MAX. HEIGHT EQUAL <br /> TO HEIGHT OF EXISTING <br />STEMWALL. <br />4'X3'X3 12" <br />CONC. LAND. <br />1/2" DIFF. <br />E <br />4'-0" <br />E <br />4'-0" <br />E4' <br />- <br />0 <br />" <br />E <br />6' <br />- <br />1 <br />0 <br />" <br />E 4' <br />- <br />7 <br />" <br />E <br />5'-8" <br />EXISTING <br />SLAB FOUNDATION <br />VAPOR BARRIER ESR 1413 <br />14 <br />D-1 <br />15 <br />D-1 <br />D-1 <br />10 <br />4' <br />- <br />0 <br />" <br />6 <br />13 <br />' <br />- <br />3 <br />" <br />D-1 <br />7 <br />HDU <br />2 <br />HDU <br />2 <br />EXISTING <br />RAISED FOUNDATIONEXISTING <br />RAISED FOUNDATION <br />5/8" DRYWALL <br />WALLS & CLG. <br />1-HR FIRE RATED <br />NOTE: <br />SPECIAL INSPECTION IS REQUIRED FOR CONCRETE <br />WITH COMPRESSIVE STRENGTH GREATER THAN 2500 <br />PSI (CBC 1705.3) AND FOR SHEAR WALLS WITH NAIL <br />SPACING OF 4" O.C. OR LESS (CBC 1705.13.2). <br />6 <br />D-1 <br />3 <br />D-1 <br />3 <br />HD <br />U <br />2 <br />6 <br />5'-2" <br />HD <br />U <br />2 <br />2 <br />4'-0" <br />SYMBOLS LEGEND <br />PAD NUMBER <br />ANCHOR BOLTS NUMBER <br />NEW EXTERIOR FOUNDATION <br />PAD SCHEDULE <br />P <br />2x4 STUD NEW WALL <br />1 <br />2x6 STUD NEW WALL <br />- <br />FOUNDATION PLAN NOTES <br /> (SHEAR & NON-SHEAR) SHALL HAVE 5/8" DIAMETER X 12" A.B.S. <br />2. ALL INTERIOR NON-BEARING WALLS SHALL HAVE HILTI X-U PIN REPORT <br />1. ALL CONTINUOUS EXTERIOR AND INTERIOR BEARING WALLS FOOTINGS <br /> WITH 3" X3" X 1/4" WASHERS, MIN. 7" EMBEDMENT ONTO CONCRETE, <br /> AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT <br /> SHOULD BE LOCATED MAX. 12" AWAY FROM THE END OF THE SILL PLATES. <br /> MIN. (2) A.B.S. PER SILL PLATE PER SHEAR PANEL. <br /> ACTUAL SLAB THICKNESS SHALL BE MINIMUM 4". <br /> OF 1 1/4" INTO SLAB, AT 24" O.C. UNLESS NOTED OTHERWISE, <br /> ICC-ES ESR-2269, REISSUED FEBRUARY 1, 2011, WITH MIN. PENETRATION <br /> SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC-ES <br /> 2920 AND SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. <br />3. ALL HOLDOWNS AND POST ANCHORS SHALL BE INSTALLED ACCORDING TO <br />4. MIN. CONCRETE WIDTH SHALL BE 8' FOR RECEIVING MPA'S AND HPAHD22s. <br /> FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION. <br /> VERIFY LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH <br /> ALL CONCRETE STOOP AND PORCHES. <br />5. PROVIDE #3 X 24" DOWELS AT 24" O.C. AND 12" FROM THE CORNER AT <br /> FOR ALL CONTINUOUS FOOTING IN ADDITION (1) #4 BAR EXTRA FOR <br /> ELECTRICAL GROUND. LOCATION TO BE VERIFIED WITH ELECT. CONTRACTOR. <br />6. PROVIDE MINIMUM (2) #5 REINFORCING BAR AT TOP AND (2) #5 AT BOTTOM <br />7. VERIFY MINIMUM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND <br /> IF ANY MORE RESTRICTIVE THE SHALL SUPERSEDE THE ABOVE MINIMUMS. <br /> ADDITIONAL EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT AND <br />8. CONCRETE STRENGTH SHALL BE MINIMUM 2,500 PSI. <br /> REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN. ACCURACY <br /> OF THE DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL BE REVIEWED <br /> BY THE ARCHITECT AND THE CONTRACTOR PRIOR TO CONSTRUCTION. <br />9. FOUNDATION DRAWING SHALL REFLECT THE STRUCTURAL REQUIREMENT ONLY. <br />10. WAITING PERIOD FOR CONCRETE SLAB-ON-GRADE PRIOR TO START OF <br /> B. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR. <br /> A. WALK ON SLAB 24 HOURS AFTER CONCRETE HAS BEEN POURED. <br /> CONSTRUCTION IS AS FOLLOWS: <br /> C. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR. <br /> D. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR. <br />11. THE MAXIMUM SOIL BEARING PRESSURE IS 1,500 PSF. <br />12. ALL DIMESIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY THE <br /> DEPTH + 3" COVER. <br />13. DEEPEN FOOTING @ HARDY FRAME AS REQUIRED TO ACHIEVE THE A.B. <br />14. REINFORCING BARS SHALL BE ASTM A615 GRADE 40. <br /> OF HOT DIPPED ZINC COATED GALVANIZED PER CBC 2010 TABLE 2306.4.1 <br />15. THE FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE <br />16. THE EMBEDMENT LENGTH OF HOLD DOWN ANCHORS SHALL BE 24" MIN. <br /> LOCATED TO PROVIDE AMPLE CONCRETE COVER FOR THE HOLD DOWNS. <br />17. THE GRADE BEAMS SHALL BE DEPPENED WHERE THE HOLD DOWNS ARE <br />18. SPECIAL INSPECTION IS REQUIRED BY CBC 1704 FOR ALL ADHESIVE WORKS. <br />S1 <br />SLAB SCHEDULE <br />PROVIDE A MINIMUM 10 MIL VAPOR BARRIER WITH CONCRETE <br />TOPPING OR OTHER APPROVED METHOD. THE LIQUID <br />MEMBRANE CONCRETE COATINGS DO NOT MEET THE PERM <br />RATING OR PERMANENT INSTALL REQUIREMENT FOR BARRIERS <br />AT LIVING SPACES. <br />S1.1 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />PL <br />A <br />N <br />DE <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />TH <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />A <br />N <br />D <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />P <br />Y <br /> <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />U <br />S <br />E <br />D <br /> <br />O <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />W <br />O <br />R <br />K <br /> <br />E <br />X <br />C <br />E <br />P <br />T <br /> <br />B <br />Y <br /> <br />A <br />G <br />R <br />E <br />E <br />M <br />E <br />N <br />T <br /> <br />W <br />I <br />T <br />H <br /> <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />. <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br /> <br /> <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br />TA <br />K <br />E <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />V <br />E <br />R <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />E <br />D <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br />, <br /> <br />A <br />N <br />Y <br /> <br />D <br />I <br />S <br />C <br />R <br />E <br />P <br />A <br />N <br />C <br />Y <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />B <br />R <br />O <br />U <br />G <br />H <br />T <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br /> <br />O <br />F <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />W <br />O <br />R <br />K <br />DRAWN <br />CHECKED <br />R.H <br />DATE <br />11-18-2024 <br />SCALE <br />JOB NO. <br />24-031 <br />SHEET <br />OF SHEETS <br />90 <br />9 <br />- <br />2 <br />4 <br />6 <br />- <br />1 <br />2 <br />0 <br />4 <br />25 <br />5 <br /> <br />N <br /> <br />D <br /> <br />S <br />T <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />4 <br />0 <br />1 <br /> <br />L <br />, <br />SA <br />N <br /> <br />B <br />E <br />R <br />N <br />A <br />R <br />D <br />I <br />N <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />4 <br />0 <br />1 <br />AR <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />ZA <br />H <br />A <br />A <br />R <br />C <br />H <br />D <br />E <br />S <br />I <br />G <br />N <br />1 <br />@ <br />G <br />M <br />A <br />I <br />L <br />. <br />C <br />O <br />M <br />OW <br />N <br />E <br />R <br />PR <br />O <br />J <br />E <br />C <br />T <br />C.M <br />GA <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />MA <br />R <br />C <br />O <br /> <br />G <br />U <br />T <br />I <br />E <br />R <br />R <br />E <br />Z <br />25 <br />2 <br />2 <br /> <br />W <br />e <br />s <br />t <br /> <br />C <br />a <br />m <br />d <br />e <br />n <br /> <br />P <br />l <br />a <br />c <br />e <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br /># <br /> <br />2 <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 />4 <br />AD <br />D <br />R <br />E <br />S <br />S <br />FOUNDATION PLAN SCALE: 3/8"=1'-0" 1 <br />3/8"=1'-0"