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Winegarden ResidenceK&K Builders :: 6250 US Hwy 12, Maple Plain, MN 55359 :: March 27, 2024 ::7 <br />Foundation Plan A5 <br />Scale: 1/4" = 1' <br />6" <br />21'-3 3/4" <br />6" <br />8'-6 7/8" <br />8'-6 7/8" <br />6"1'-8"6"2"10'-2"2'-7"2'-2"16'-2"2'-1 3/4"3'-2 1/2"1'-6 3/4"1'-10 5/8" <br />5'-5 7/8"1'-0"4'-4"1'-0"17'-4"1'-0"11'-4"2'-0"38'-0"6"6"3'-4"1'-10 5/8" <br />8" <br />6" <br />1'-8"1'-8"6"6"6"73'-7 1/8"24'-11 1/2"15'-3 13/16"16'-8 3/16"1'-0"4 3/16" <br />86'-6 5/8" <br />85'-10 1/4" <br />44'-1 3/4"6'-9 1/4"6'-9 1/4"28'-2"8"8" Foundation Jog6"6"8"1'-8"1'-8"29'-10 5/8"73'-7 1/8"10"8"1'-8"24'-4 3/4"5'-8 1/2"8"7 13/16"36'-4 3/4" <br />1'-4"2'-7 1/2" <br />1'-4" <br />1'-6 1/2" <br />1'-4" <br />2'-7 1/2"1'-4" <br />3 1/2" <br />3 1/2" <br />3 1/2" <br />3'-11"2'-10 1/2"3'-11 1/2" <br />37'-4" <br />8"8 1/2" <br />1'-5 3/4" <br />36'-6 1/4" <br />Toilet <br />34'-8 1/4" <br />3'-3 3/4"2'-2 1/8"8'-9 1/2"9'-2 3/4"9'-2 3/4"6'-0" <br />6'-0" <br />5'-9 1/4"18'-5 1/2"9'-1 1/4"2'-3 7/8"- 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 />Patio Door <br />15'-4 3/8"8"1'-8 11/16"5 1/2"8" <br />1'-8" <br />2'-7 7/16" <br />2'-4" <br />7'-11"2'-8"5'-11 1/4"6'-0" <br />3 1/2" <br />2'-9 3/4"5'-4 1/4"10'-11 3/4" <br />9 1/4" <br />2'-6"9'-4 3/4"10"2'-6" <br />29'-0" <br />9'-10"2'-6"3'-4 3/8"2'-6"3'-5 1/8" <br />24'-11 1/2"5 1/2"1'-8"5 1/2"1'-8"3'-6 3/4"5'-11"5'-9 1/2"8'-3 11/16"3 1/2"7'-9 3/4"2'-9 1/2"Toilet <br />Shower Shower/tub1'-8"7'-9 1/4"2"Slab Ledge@89'-7 3/4"8"8" <br />13'-9 1/4"12'-2 3/4" <br />8"1'-8"1'-8"8"2"2"8"10"1'-0"1'-8"Existing CMU <br />Cut at New Slab <br />Ledge Elevation <br />89'-7 3/4"(Typ.) <br />-New Poured wall <br />above 89'-7 3/4" <br />5'-9 1/4" <br />2'-7 1/4" <br />2'-1 1/4"14'-3 11/16"1'-8"31'-10 3/4" <br />8"8"8" <br />8" wall up to New Slab Ledge Elevation 89'-7 3/4", <br />3 1/2" curb width T.O.Foundation at 89'-11 3/4" <br />T.O. Existing Interior Footing 86'-5 7/8" (Typ. VFY) <br />New footings at stairs <br />T.O.Footings 86'-5 7/8" <br />Middle footing Existing <br />Existing CMU <br />Cut at New Slab <br />Ledge Elevation <br />89'-7 3/4" (Typ.) <br />-New Poured wall <br />above 89'-7 3/4" <br />Add poured concrete at back wall above <br />existing CMU <br />T.O.slab ledge 89'-7 3/4" <br />6" Poured Curb <br />T.O. Curb 89'-11 3/4" <br />New Footings/Walls <br />All New Foundation <br />at Porch <br />All New Foundation at Garage <br />New Foundation10"10" wall up to New Slab Ledge Elevation <br />(89'-7 3/4") <br />5 1/2" curb width T.O.Foundation at 89'-11 3/4"' <br />Top of Footing <br />89'-7 3/4" <br />Assumed <br />Top of Footing <br />89'-7 3/4" <br />T.O. Foundation <br />97'-10" <br />T.O. Slab Ledge <br />at Garage <br />97'-2" <br />T.O.Footing <br />Match existing, or 89'-7 3/4" <br />Assumed T.O.Existing Footing <br />86'-5 7/8" <br />T.O.Footing <br />89'-6" <br />T.O. Footing <br />89'-5" <br />T.O.Footings (3) 89'-6" <br />T.O.Foundation at back wall <br />89'-11 3/4" <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 />30'-10 5/8" <br />22'-3 3/4" <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 />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 />1 <br />A10 <br />2 <br />A9 <br />1 <br />A9 <br />1 <br />A12 <br />2 <br />A23 <br />2 <br />A23 <br />99'-5" T.O.Wall <br />At Stoop <br />(Brick Ledge inside stoop <br />along house 99'-5" also) <br />98'-1 5/8" <br />T.O.Wall <br />98'-1 5/8" <br />T.O.Found. <br />SUMP <br />2'-1 1/2"4"Drain <br />Drain <br />99'-5" <br />T.O. Foundation <br />96'-3 1/2" <br />T.O.Foundation <br />At Stairs <br />13'-11 3/8"13'-11 3/8" <br />27'-10 3/4" <br />6"6"2"6'-2 5/8" R.O.8'-5 1/4"1'-5 3/16"1'-8"8"6"2"95'-6" <br />T.O. 2" wide <br />Stone Ledge 96'-6" <br />T.O. 2" wide <br />Stone Ledge <br />2" Stone Ledge <br />1'-8"1'-8"1'-8" <br />6'-7"6'-7"6'-8 1/2"2'-5 1/8"39'-1/4"3'-2" <br />6" <br />1'-8" <br />1'-8" <br />98'-8" <br />T.O. Foundation <br />1'-8" <br />6"6"6"6"6"11'-0"8"8"6"2"8"5'-8"8"T.O.Beam Pocket <br />97'-3 1/4"1'-8"8"2"6"3"7 1/4"8"3'-11"1'-0"6"32'-5"8"3'-3 3/4"7 1/2"21'-3 3/16"8" <br />1'-8" <br />T.O.Beam Pocket <br />97'-3 1/4"8"2'-1 1/8"2"6"2"2"40'-2 1/8"3'-11"10"24'-2" <br />1'-6"2'-4"2'-4"5'-0"19'-6 9/16" <br />17'-8 15/16" <br />4'-3 7/16" <br />99'-5" <br />T.O.Found. 7'-3 5/8"4'-1 3/4" <br />3" <br />FW1 <br />FW3 <br />FW2 <br />FW4 <br />FW5 <br />REINFORCING 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 />SEE A16 FOR ADDITIONAL STRUCTURAL NOTES <br />See Engineering