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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 /> i <br /> 2 DOWEL SOLE PLATE ; NEIU CURB INTO EXIST <br /> SLAB (a 24" O.G. #4 BARS REINFORCING STEEL <br /> A615, GRADE 40 OR GRADE 60. <br /> x Z ASE U94-9I EVATIQN VEL CURB <br /> WF F' ACROSS ENTIRE SLAB <br /> u � - Z 14 <br /> lu <br /> GRADE VARIES Z -� m Q v EXISTING SLAB REINFORCING <br /> UJ <br /> m <br /> 1 1/ w <br /> -.4 z <br /> ?C <br /> Lu <br /> EXISTING <br /> 1 NEW CURB SECTION REQUIREMENTS <br /> 2 SCALE: i" = 1'-0" <br /> NOTES <br /> SUPPLEMENT FOR NEW CURB AROUND EXISTING SLAB <br /> ALL WORK OTHER THAN CURB TO CONFORM TO TUFT SHED DRAWINGS <br /> SPECIFICATIONS DATED 10.14.2020 <br /> CONCRETE STREGNTH CONCRETE MINIMUM 28 DAY COMPRESSIVE MODISETTE RESIDENCE <br /> STRENGTH, FSC = 2500 PSI 2130 STATE ST <br /> EVERETT, WA 98201 <br /> ANCHOR BOLTS AS PER TUFT SHED DRAWINGS. DOWELS SHALL SUPPLEMENT FOR SLAB CURB <br /> NOT CONFLICT WITH ANCHORAGE REQUIREMENTS 2022.06.18 <br /> FOR BUILDING. DOWELS MAY NOT BE SPACED SHEET 2 OF 4 <br /> GREATER THAN 24" O.G. <br /> ALL WORK SHALL BE DONE TO CURRENT AGI STANDARDS10 2023 02 16 <br />