HomeMy WebLinkAbout286 Old Main St plan 6foundation detail
1/2in=1ft
Pocketed (3) 2x10 girder (low) and — — —
cantilever joists to exterior foundation. 3" pocket, 25' min right rear area steps down 6" +(-
—
bearing. I r ! I 2x6 TREATED PLATE
58� w/ sill seal
60
5/8" x 8" ANCHOR
deg ' o BOLTS w/ 114" x 3"
steel plates. space
bolts min 42" o/c
2 x 10 joists @ 16" o/c plus corner bolts w/
fb`-5 /8" o 12'-11" in 12" of all outside
"D and inside V
I I 2 x 10 p/t ledger w/ hangers ensure min. of 2rs.
gq
P 2x to @ ie^orc I I cv and 1/2" Wedge -All anchors bolts per each wall
I embedded min. 3.5" @ 16" of
FT PT � I I \ c staggered min 2" from top panel section
! .' 7\ edge of conc. _ „
8" x 48" +
CONCRETE
FOUNDATION WALL
concrete dust cap'
8" x 16" KEYED CONCRETE
FOOTING
Rear ,addition Kth Step Down Detail
foundation detail
1/2in=1ft
2 x 10 joists @ 16" o/c
10"x48"+
CONCRETE
FOUNDATION WALL
concrete dust cap
8" x 16" KEYED CONCRETE
FOOTING
2x6 TREATED PLATE
w/ sill seal
5/8" x 8" ANCHOR
BOLTS w/ 1/4" x 3"
steel plates, space
bolts min 42" o/c
plus corner bolts w/
in 12" of all outside
and inside corners.
ensure min. of 2
bolts per each wall
panel section
1/2" brick veneer
w/ flashing @ top
Replacement Foundation Detail
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DATE:
11/7/2022
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Pg-SHEET:
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