HomeMy WebLinkAbout40 Salt Marsh Lane - Foundation Details 3SIMPSN TYPE H5 TIE
DOWN 0 ALL JOIST TO BEAM
CONNEC ON LOCATIONS
3" PLYWOOD
4 SHEATHING
SUBFLOOR ELEV. = 11'-O"
T.O.PILE = 9'-24-
0
G.W. ELEV. =..4'-3"
P.T. 8x12 PIER
CAP BEAM (TYP)
°
e
4"x4"xi'-6" GALV. °
STEEL PLATE (1 E.S.) °
SECURED (4) 3. 0
GALV. THRU BOLTS
SECTION Y
SCALE: 2" =1'-0"
Y
0 DRIVEN
ER PILE
BEND OWLS
INTO APRON
" CONC. SLAB
ON G ADE REINF. w/
6,6
W2.1xW2.1 WWF
12 —8 V -4 -
SOLID
v !
I
SOLID 2x BLK'G 0
BEARING LOCATION (TYP)
I I
P.T. 2x10 JOISTS
0 16" O.C. (TYP)
12" 0 DRIVEN
TIMBER PILE
SECTION A
SCALE:"
2'-0" APRON
i l
P.T. 802 PIER
CAP BEAM (TYP)
PROVIDE 8j"xl6j" M.O. FOR
SMART VENT FLOOD VENT AS
INDICATED ON PLAN (BEYOND)
PROVIDE (2) #5 x4'-0" HORIZ.
OVER M.O. (NOT SHOWN FOR CLARITY)
"x4"x1'-6" GALV.
_ STEEL PLATE (1 ES.)
SECURED (4) 34" 0
4" CONC. SLAB
ON GRADE REINF. w/
6x6—W2.lxW2.1 WWF
GALV. THRU BOLTS
T.O.W. = 8'-6"
12" 0 DRIVEN
{ (VARIES)
TIMBER PILE
GARAGE SLAB ELEV. = 7'-3"
GRADE ELEV.
(VARIES)
GARAGE SLAB
CONT. 8" FNDN
WALL REINF. w/
#4 OWLS 0 16" O.C.
6
T.O.GS. - 6'-0"
V.B. OVER
COMPACTED
GRANULAR FILL
G.W. ELEV. = 4'-3"
zw
�m
"ro w
P.T. 2x6 INFILL WALL
FROM T.O.F. TO
UNDERSIDE OF JOISTS
PROVIDE SOLID P.T.
POST BELOW PIER
CAP BEAM SUPPORT
LOCATION (TYP)
T.O.W. = 8'-6" 8" CONC. FNDN
SEE SECT. B
FOR REINF.
r,•
1
OASTAL
CONT. P.T. 2x6 ` ' `INEERING
SILL PLATE w/ k
" 0 A.B. ® 4' O.C. OM A1V 1 , INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
CONT. 8" FNDN WALL
REINF. w/ #4 OWLS 0 16"
O.C. & (2) #5 CONT. HORIZ.
GRADE ELEV.
GRADE ELEV.
_
(VARIES)
N a
{ (VARIES)
GARAGE SLAB ELEV. = 7'-3"
GARAGE SLAB
ELEV. = T-3" I
I N
Oy
T.O.GB. = 6'-0"
"
I
I
di
=
M
tL'
O
ti G.W. ELEV. 4'-3"
�—
G.W. ELEV. _
2'-0"x1'-6" CONC.
2'-0"x1'-6" CONC.
``
2'-0"x1'-6" CONC.
? d
! GRADE BEAM REINF.
GRADE BEAM REINF.
GRADE BEAM REINF.
m
w/ (4) #6 CONT. &
w/ (4) #6 CONT. &
w/ (4) #6 CONT. &
M w
#3 TIES 0 12" O.C.
I
#3 TIES 0 12" O.C.
_ 4" LAYER OF
4" LAYER OF
4" LAYER OF
12" 0 DRIVEN
CRUSHED STONE
72" 0 DRIVEN
N
M
TIMBER PILE
t`
e
A
12" 0 DRIVEN
TIMBER PILE (TYP)
N
r
O
z
SEAL
SECTION B
SCALE: I" =1' 4"
P.T. 8x12 PIER
CAP BEAM (TYP)
3" T&G
SHEATHING
P.T. 2x10 JOISTS
0 16" O.C. (TYP)
SECTION C
SCALE: 2"= I'-0"
SECTION D
SCALE: -" = I'-0"
JOHN A.
>l M~-1
H
a �
w o
V
O
[1[1[w
SCALE
AS NOTED
LATESTREVISION
DATE
6/3/04
DRAWNBY
.TTL
CHECKED BY
g
N
U
S-3
3 OF 5 SHEETS
PROIECTNO. C16286.00
U
GRADE ELEV.
N a
{ (VARIES)
GARAGE SLAB ELEV. = 7'-3"
GARAGE SLAB
ELEV. = T-3" I
I N
T.O.GB. = 6'-0"
"
I
I
di
'-3"
ti G.W. ELEV. 4'-3"
�—
G.W. ELEV. _
2'-0"x1'-6" CONC.
el
``
2'-0"x1'-6" CONC.
? d
! GRADE BEAM REINF.
GRADE BEAM REINF.
m
w/ (4) #6 CONT. &
m
w
w/ (4) #6 CONT. &
M w
#3 TIES 0 12" O.C.
I
#3 TIES 0 12" O.C.
4" LAYER OF
4" LAYER OF
12" 0 DRIVEN
CRUSHED STONE
72" 0 DRIVEN
CRUSHED STONE
TIMBER PILE
TIMBER PILE
SECTION C
SCALE: 2"= I'-0"
SECTION D
SCALE: -" = I'-0"
JOHN A.
>l M~-1
H
a �
w o
V
O
[1[1[w
SCALE
AS NOTED
LATESTREVISION
DATE
6/3/04
DRAWNBY
.TTL
CHECKED BY
g
N
U
S-3
3 OF 5 SHEETS
PROIECTNO. C16286.00
U