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�-- REVISIONS BY <br /> I <br /> FOUNDATION NOTES: - <br /> . I <br /> I. INSTALL PRESSURE-TREATED 2x6 SILL W/1/2"DIAMETER x 10"ANCHOR BOLT t <br /> 3"x3"xI/4"PLATE WASHER•4'-0"O.G.ATOP 6"CONCRETE FOUNDATION WALL. <br /> MIN.2 BOLTS PER PIECE MIN.3 I/2"/MAX.12"FROM END TYPICAL(TOP OF P.T. A <br /> PLT.TO BE FLUSH WITH T.O.EXIST.SUBFLOOR t T.O.NEW SLAB) <br /> 2. INSTALL P.T.2x6 SILL W/1/2"DIAMETER ANCHOR BOLT DRILLED t EPDXIED INTO ----;-r ,-SEE, <br /> EXIST.GARAGE SLAB(VERIFY LENGTH)W/3"x3"x1/4"PLT.WASHER•4'-0"O.C. <br /> MIN,2 BOLTS PER PIECE MIN.3 1/2"/MAX.12"FROM END TYP.C(OP OF P.T.PLT, O NOTE•2 <br /> TO BE FLUSH WITH T.O.EXIST.SUBFLOOR t T.O.NEW SLAB). VERIFY R-10 RIGID <br /> INSUL.BELOW-,SEE BUILDING SECTION ON SHT.-1 I <br /> 3. VERIFY PLACEMENT OF 4"DIAMETER PERFORATED FOOTING DRAIN PIPE IN <br /> FREE-DRAINING GRAVEL BASE(PER BUILDING SECTION ON SHT.')IF DEEMED '' I 20 W <br /> NECESSARY PER IRC SECTION R405 SEE - I Q <br /> i <br /> NOTE <br /> 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL SEARING OF 1,500 +,e'•. - I <br /> POUNDS PER SQUARE FOOT. DIMENSIONS SHOWN ON PLAN MEASURED FROM <br /> FACE OF EXISTING STUDS,NOT FACE OF BRICK VENEER/EXIST.FDN, \� /+• 20'-51,6"' <br /> 5. EPDXY 12"LONG-4 REBAR CENTERED ON NEW 6"CONC FDN.(DRILL FOR 6" <br /> MIN.EMBEDMENT IN EXIST.FDN.,TYP.)WITHIN 4"OF TOP t BOTTOM OF EXIST. W <br /> CONC.FDN-(TO TIE NEW CONIC.FDN.TO EXIST.CONC.FDN.) _ Q 04 <br /> SEE NOTE-2- <br /> 6. VERIFY INSTALLATION OF 6-MIL VAPOR RETARDER OVER EXIST.GONG.SLAB SEE EXIST.FURNACE <br /> NOTE-1 - - - - - - - - - - - - - - - - - - <br /> t ON COMPACTED STRUCTURAL FILL AT ADDITION BEFORE NEW BLAB POURED PIER L——————————————————— r i L l <br /> T. VERIFY EXTENT OF NEW SLAB POUR AROUND EXIST.CONIC.PIER BELOW EXIST, SEE NOTE�9 2 Z <br /> FURNACE = I \ h <br /> r-, <br /> A FACE OF EXISTING I Z � i o %N <br /> 8. VERIFY PLUMBING FOR RELOCATED WASHER THIS AREA BEFORE SLAB POURED B W <br /> _ STUD WALL ASV. <br /> 9. EXIST.BRICK VENEER BEARS ON EXIST.CONC.FDN.TYPICAL <br /> ------------------------ -III <br /> OA EXISTING CONCRETE FOUNDATION W/CONC.FOOTING BELOW(VERIFY SIZES) \ I I-I SEE ZO i W <br /> I RELOCATE EXISTING ���, NOTE-5 f M o <br /> © 1'-4"x T"CONIC.FTG.W/(2)-4 REBAR CONT. STUB-4 REBAR INTO FDN.ABV. C : A BELOW DOWNSPOUT TIGHTLINE m <br /> •48"O.C. <br /> I C <br /> OC 6"CONC.FDN.WALL W/MIN.REBAR PER IRO TABLE R404.1.2(3). INSTALL•4 <br /> REBAR CONTINUOUS AT TOP 11 <br /> FACE OF EXIST. <br /> OD 4"CONC.MASONRY UNIT BLOCK TO SUPPORT 4"BRICK VENEER ASV.(MATCH STUD WALL ABV. SEE <br /> EXIST.APPEARANCE) I - \ I NOTE•1 "m <br /> OE 1'4'x 1'4'(MIN.)x 1"GONG.PAD FOOTING W/4x4 POST ON SO-FELT CENTERED 4 D `______---___ II' 2 iv <br /> BELOW NEW 4x4 POST IN WALL ASV.(SEE FLOOR PLAN ON SHT.4) <br /> I SEE NOTE 05 J p <br /> O EXIST.CONC.GARAGE SLAB B i <br /> EXISTING A I SE NOTE.1 C D BEE NOTE 3 I ze rn <br /> O NEW 4"CONC.SLAB W/FIBER REINFORCMENT THROUGHOUT(VERIFY TYPE WITH s FTG.BELOW _ I Z n�` <br /> CRAWLSPACE 2'-5 1/2" <br /> BUILDER AND/OR CONC.SUPPLIER). INSTALL R-10 RIGID INSULATION•EXTERIOR _� ----- + ------- <br /> PERIMETER AND BELOW ENTIRE SLAB WITHIN 1 1/2"OF EDGE(FACE OF STUD WALL 4" _01 16'-0" <br /> ABV.)•EXIST.GARAGE(SEE BUILDING SECTION ON SHT.1) 20'-10" <br /> O THICKEN SLAB EDGE DOWN TO EXIST.GARAGE SLAB(6"WIDE MIN.-SEE BUILDING <br /> SECTION ON SHT.T) SEE NOTE•9 <br /> OJ POUR SLAB OVER EXIST.STEPS IF NOT REMOVED(VERIFY FEASIBILITY WITH <br /> BUILDER) l <br /> OK INSTALL 2'4'x 2'-1"x 8"CONC.PAD FOOTING W/(4Y4 REBAR BOTH WAYS BELOW \1 z <br /> EXIST.CONC.FTG,IF EXIST.GONG.FDN,ASV.IS LESS THAN 18"TALL(SUPPORT O <br /> FOR POINT LOAD FROM NEW GIRDER TRUSS ABV.-INCORPORATE NEW FTG.INTO ,1FMt <br /> POUR FOR NEW ADDITION FTG. / FACE OF EXIST. V <br /> STUD WALL ASV. Z <br /> - <br /> �7rC'Enfr CIF SGO P G <br /> 0 i'�~' <br /> 0 <br /> FOUNDATION PLAN <br /> SCALE: 1/4" • I'-& Q } <br /> 0 <br /> 0 EXISTING GONG.FOUNDATION d) <br /> 0 NEW 6"CONC,FDN.BELOW P.T.2x6 PLATE <br /> UJ <br /> O O d) <br /> IL <br /> I <br /> N <br /> (n <br /> N <br /> C 2023 <br /> ACCUPLAN CUSTOM <br /> BUILD/NO OEB/ON <br /> CITY OF EVERETT DRAWN BY <br /> REVIEWED FOR PERMIT BJ <br /> DATE <br /> DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT IS JULY 14,2023 <br /> THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB NUMBER <br /> CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO 2315 <br /> STARTING ANY DEMOLITION. BUILDER TO VERIFY SHORING OF ALL STRUCTURAL SWEET <br /> COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY <br /> WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(t ASSOCIATED ADOPTED CODES), <br /> 2018 WASHINGTON STATE ENERGY CODE,AND ALL APPLICABLE LOCAL,STATE AND <br /> FEDERAL BUILDING CODES THAT HAVE SEEN LAWFULLY ADOPTED BY THE BUILDING <br /> DEPARTMENT OF JURISDICTION. DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES <br /> MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE 3 <br /> OF SEVEN SHEETS <br />