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Winegarden ResidenceK&K Builders :: 6250 US Hwy 12, Maple Plain, MN 55359 :: March 27, 2024 ::18 <br />Foundation Structural Plan A16 <br />Scale: 1/4" = 1' <br />1 <br />A23 <br />x <br />x <br />2 <br />A19 <br />1 <br />A19 <br />2 <br />A20 <br />1 <br />A22 <br />2 <br />A22 <br />1 <br />A21 <br />2 <br />A21 <br />1 <br />A20 <br />1 <br />A23 <br />x <br />x <br />2 <br />A19 <br />1 <br />A19 <br />2 <br />A20 <br />1 <br />A22 <br />2 <br />A22 <br />1 <br />A21 <br />2 <br />A21 <br />1 <br />A20 <br />2 <br />A10 <br />1 <br />A10 <br />2 <br />A9 <br />1 <br />A9 <br />2 <br />A13 <br />2 <br />A12 <br />2 <br />A11 <br />1 <br />A11 <br />2 <br />A13 <br />2 <br />A12 <br />2 <br />A11 <br />1 <br />A11 <br />2 <br />A10 <br />1 <br />A10 <br />2 <br />A9 <br />1 <br />A9 <br />1 <br />A12 <br />2 <br />A23 <br />2 <br />A23 <br />FW1 <br />FW3 <br />FW2 <br />FW4 <br />FW5 <br />RE-INFORCING SCHEDULE <br />WALL TYPE WALL O.C.FOOTING NOTESVERTICALHORIZONTAL <br />#5 @ 24” <br />#5 @ 24” <br />#4 @ 24” <br />#4 @ 24” <br />#4 @ 24” <br />#5 @ 48” <br />#4 @ 48” <br />#5 @ 48” <br />#4 @ 48” <br />#4 @ 48” <br />EXISTING <br />EXISTING <br />EXISTING <br />(2) #5 <br />(2) #5 <br />EXISTING FOOTING <br />EXISTING BLOCK FOUNDATIONEXISTING LOWER LEVEL SLAB <br />NEW LOWER LEVEL SLAB <br />NEW POURED WALL <br />GROUT CORES SOLID, TYP. <br />REINFORCING PER <br />SCHEDULE, <br />SET INTO BLOCKS <br />TO FOOTING <br />HEIGHT VARIES <br />8"4"2'-9 7/8"3'-1 7/8"2/A16 FOUNDATION EXAMPLE <br />Scale: 1/2” = 1’ <br />GRADE VARIES <br />(2) #5 BARS <br />IN SLAB <br />@CORNER <br />36” <br />36” <br />#4 L-BARS @24” O.C. <br />36” <br />36” <br />#4 L-BARS @24” O.C. <br />#4 DOWELS @16” O.C. <br />FROM NEW FOOTING <br />TO EXISTING FOOTING, TYP. <br />#4 DOWELS @24” O.C. VERTICALLY <br />INTO EXISTING FOUNDATION <br />#4 DOWELS @24” O.C. VERTICALLY <br />INTO EXISTING FOUNDATION <br />#4 DOWELS @24” O.C. VERTICALLY <br />INTO EXISTING FOUNDATION <br />10” POURED CONCRETE WALL <br />W/ (2) #4 AT TOP <br />SEE SCHEDULE FOR OTHER <br />RE-INFORCING <br />- 12" Diameter Concrete Piers <br />Embed 48" minimum <br />Bell bottoms to 20" diameter <br />Typ. at 5 <br />- 12" Diameter Concrete Piers <br />Embed 48" Minimum <br />Bell bottoms to 18" diameter <br />Typ. at 3 <br />Granular Fill <br />Clear Fill 8"20 x 8 <br />20 x 8 <br />20 x 8 <br />New Footings at Stairs 16 x 8