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EXTERIOR SHEATHING BY <br /> OTHERS SOUL PLATE INSTALLED AS PER STRUCTURAL <br /> REQUIREMENTS INCLUDED IN TUFT DRAWINGS <br /> DATED 10.14.2020. <br /> k. <br /> 5 "' <br /> 2 DOWEL NEW CURB INTO EXIST SLAB Ca 48" O.G. <br /> #4 BARS REINFORCING STEEL A615, GRADE 40 <br /> OR GRADE 60. <br /> X Z X ESTABUSI-I ELEVATION FOR LEVEL CURS <br /> III E E - ' - . -'N Q ACROSS ENTIRE SLAB <br /> V 1.. Z in <br /> • <br /> GRADE VARIES Z - mI <br /> EXISTING SLAB ; REINFORCING <br /> _ w <br /> 23" D / <br /> 3 w <br /> % z <br /> N <br /> X <br /> w <br /> 1,-e„ <br /> EXISTING <br /> ECEVE <br /> 1 NEW CURS SECTION REQUIREMENTS t <br /> 2 ) SCALE: 1" _ 1'-e" JUN 21 2022 <br /> NOTES CITY OF EVERETT <br /> SUPPLEMENT FOR NEW CURB AROUND EXISTING SLAB Permit Services <br /> ALL WORK OTHER THAN CURB TO CONFORM TO TUFT SHED DRAWINGS it <br /> SPECIFICATIONS DATED 10.14.2020 <br /> CITY OF EVERETT <br /> RED"ET. 0 FOR PERMIT <br /> CONCRETE STREGNTH CONCRETE MINIMUM 28 DAY COMPRESSIVE <br /> STRENGTH, FCC = 200 PSI MODISETTE RESIDENCE <br /> 2130 STATE ST <br /> ANCHOR DOLTS AS PER TUFT SHED DRAWINGS. DOWELS SHALL EVERETT, WA 98201 <br /> NOT CONFLICT WITH ANCHORAGE REQUIREMENTS SUPPLEMENT FOR SLAB CURB <br /> FOR BUILDING. DOWELS MAY NOT BE SPACED 2022.06.18 <br /> GREATER THAN 24" O.C. SHEET 2 OF 4 <br /> • <br /> ALL WORK SHALL BE DONE TO CURRENT ACI STANDARDS <br />