HomeMy WebLinkAbout203 Willow Street - Foundation Plan DetailsF
A93
AT�O_F _ _ _
'r ELEV =45.25
GALV. ALUM. 7'-6' 13' 0• 7'-6'coNTnuOUS
AREAWELL-fl 2x6 P.T. SILL PLATE/SILL INWL-
w/6' DRAII't STONE n n w/4/2' DIA GALV. A.B. • V -O` O.C. MAX
I L- I I •114 o --v - I i ;1 ' '-O' I` - 4' CONC. WALKWAY
w/24• HAUNCHED EDGE
TO_F_ _
_
I
I
' I
hTOF _
V ELEV. 60.98'
I (
\
I
�
F
Q
(
I
l
O
UP!
I
IN
O
- I
i- I. I TYP. C.J.
r ELEV =48AT
I
-
I
r
r
—
— — — — — — — -(
4
atr
I
w/2x P.T. SHOE
w/5/8' TYPE 'X' G.W.B. EA. SIDE
--------J
i nsoe
drncf cru
E 31/2' FIBERGL. BATT INSUL
-�J
L
L
J
lCOASE-
— — — — — — — — — —
-
( I
I
6' CONC. SLAB w/
— --�
0
6'x6' 10/10 WWM ON
N
6' COMPACTED
6' COMPACTED
_
-
J
GRAVEL
GRAVEL
I I
I
CONTROL
I II
Z-4
I
SLOPE
BAYS
47
�.
I
— — - - -
J also
1-
FD .47-544s.00'
ELEV. - 47.26'
4�so
I
I
8'-9' B'-9' 8'-9'
°
QI
A]
-
CONT.
x a ° D
—
A1.1
MI
Al 0
1.
;r
17sO4
.
(~ to O
1 JOMT- (C.n
1
To
L — — —
— —
— --I
4
z c
-AB
I I
I I
AI SGALE:1 1/2" 11'-O"
1'
I`
I
I
41 GO
FILLED
1
I
BASEMENT
Q
n LLF
—---�
I
T�
(
I
i
cowH
'V
•�
ELEV =59.81'
I
STEELLALLY
GOL
ON
I
TOP OF SLAB
I
2x92 P.T. TREADS
6 MIL POLY VAPOR BARRIER
OVER 6' COMPACTED GRAVEL
I
I
I
rWr
ELEV: 52.44'
I
I
II" - • 1 �.
8' CONC. WALL
I' I_ I SLOPE
'
_
Rxsmn rrtaX, 7 P
SLOPE I
I
CONC,
FTG. TYP.
I
I
I
H �W
I
I
i
I I I =6
�
TO PKT I
P 0 N cQ
1
-I
w/3-#5
r
EA -WAY
� r
-i I
rA 0+ O co
m
24'x12' DEEP
E.
�- •-
13 9
® 16' O.C.-STAGGERED
•
8 3
UE.y
z
t
L
FD
4729
4� _ _
`► ELEV =58.82'—'g
►'>~
�� L�,)a
F Ifl
---�-
�--�4-
FOR BRG FOOTING
co
I
N
U
LL
AI SCALE:1 1/2" = 1'-0'
I
ELEV. -
I
I J
L
-J L
-J I
I
('
l . I 14'-2 3/ '
151-41/41
N
8 -3
IJi
----
r
BASEMENT FLOOR
(
1
0
1
-_
N
II
_I
- - - -
3 1/2 CONC- SLAB OVER
6 MIL POLY VAPOR BARRE(�I
I GJ
I
I
J-
I
L
J
L
J
-
-
6' COMPACTED GRAVEL
I
I I
I
-
10
_
\
I I I Al (
TYPIC A
CON L '
9 -d-'
fll—r
0
1 I I
I
I
I
r---
I I SLOPE
O
T
Co
( AI I j
I iAP.ACO
-
LIE H O
PM
!n
FD
ELEV. - 47.W
T_O _
.::�:
. rO
- - -
-I14•
TYPICAL -
(
I
i I
(
AI.I
I
E EV =60.98' I
xp
I
CONC. FILLED
0
I
s _5•
( TYP. C.J.
I
VEHICLEA A
•�
--'
I
I
IQ
I
I
STEEL LC ON ( I I
c ( CONT. 36' Wx928 DP
5.760 SP.
(
b
'
GOG NFTG.
EOLEV=59.81'
r
'DIA. GONG
— — — —
I w/3-#5 42. O.C.
I EA WAY
I
_
-
- -
TO PV
a
NOTUBE
I
=
I
N
I
I
ELEV =58.82
I L
J
L
J
(
I
D
9'-6•
I I
(
I Al
A43
I .;
4I
1p
BASEMENT
WALLS
TOF
0
I
.: I
I
I
I
"
w//2 CONC.
TOP
I
LLEv =59.8-1
I
0
RIL IE BOT.
I I 3LO°e_
Qi
SLOPE 1
1 Q
F_DGE OF WOOD DECK �0
I
L
I
`- I/2k4'xC
CONT.
CONC.
N
.
I
1n
FD
�—
<-
I_
r
I
— — — — —
— —
—
— — — —�
__
I
I
EIJ=V. -4726'
I
I
I TMP
C146'
O
O
2
CONC. SLA
SOT OF FTG
.'
AI
I I
6xPAwON
COMMCT D
-
ELEV.51.32
r
GRAVEL
►
71-8'
12'-8'
7'-8'
;r
1
cV
I I 1
I (
\
3 4/2'x3 1/2'x1/4• TS
STEEL COL
N
4'
HELF r
- -- - _ y
O
Gonc�rG' TYP.
Q0
IN
ALL
- I
i- I. I TYP. C.J.
FD \:
ELEv. •4725
SLOPE
I
-
..
—44 j
r
r
,
I
4
atr
w/2x P.T. SHOE
w/5/8' TYPE 'X' G.W.B. EA. SIDE
E 31/2' FIBERGL. BATT INSUL
-�J
L
L
J
w/1/2' A.B. ®48' O.C.
51IM.'I
II. I
6' CONC. SLAB w/
o
I
SLOPE
6'x6' 10/10 WWM ON
I ..
6' COMPACTED
6' COMPACTED
GRAVEL
GRAVEL
I I
0
L
I
SLOPE
BAYS
ELEVV.48.00'
1 i
L0
FD .47-544s.00'
ELEV. - 47.26'
I
1
°
3
A]
-
CONT.
x a ° D
—
- I 1 4750
Al 0
(L—
.
(~ to O
1
To
L — — —
— —
— --I
4
-- —rt
it ELEV=4 17' I
4'-O" APRON � o Ev =52.5 I 1. ��
25'-4" 6'-<
50'-0'
FOUNDATION PLAN _TOF _
ELEV=60.98'
TOP OF COL. TO t/7 -STEEL SHEAR TAB
MATCH TOP OF BEAM (SHOP WELD TO GOLD
SECURE BEAM WITH 3/4• DIA.
A325 BOLTS
• W STEEL BEAM
.III.
I
6'x6'x4/4' ST. BASE PL EXP. JOINT
(SHOP WELD TO COLD AROUND COL.
STELL COLUMN
' LEVELING PLATE
FIN. FLOOR
SEE SEE FND PLANTO MATCH SIZE OF
FOR TOP OF CONCCHED. BASE PLATE
BEARING SURFACE ELEV
' NOTM=SHRINK GROUT W Q�
0' x1'-3' ANCHOR BOLTS I LJ=-
41
(SEE BASE PLATE TYPES FOR WNUMBER OF BOLTS) �
SCHED. REINF.
4• THK, GONG WALKWAY
w/24' 14AUYCHED EDGE
_TOF _ h
ELEV=_ 60.98' -�
q SCHED. COL.
SEE TYP COL. BASE
SETTING DETAIL
( SEE PLAN FOR
RF -INF.
SEE
II II
uVAPOR BARRIER
\COMPACTED
GRANULAR FILL
SEE PLAN •0
ANCHOR BOLTS
TYP. COLUMN BASE SETTING DETAIL E COLUMN FOOTING DETAIL
SCALE:1 1/2" = 1'-0"
v
3
Itl.l
- 4' CONC. WALKWAY
w/24'HAUNCHED EDGE
- 4' CONC. WALKWAY
w/24• HAUYCHED EDGE
NOTE:
NON -HABITABLE SPACE
MAX. TOP OF SLAB TO
UNDERSIDE OF TRUSSES = 6'-6'
SEE SHEET A-2 FOR
LOWER LEVEL LAYOUT PLAN
—T.OS.
ELEV=47.50'
T.O.W.
ELEV=46.50'
D (T
s • D o a
CONC.
APRON
�-END OF—APRON
ELE'�c
I I
CONT. BARS
e BOTTOM
3)-#5 CONT.
2 \ TYP. CONCRETE APRON
Al SCALE:1' = 1'-0'
s
�i OFM
:-Lf /-, .
71411v
E
vs W
>-4 E-4
O
�WOO►�
C IS 6
C\2
rR7EVISION
ATE: 05/23/03
S: 06/02/03
07/4///03
4
Z
O
Q0
U
=
U
w
2x STUDS 0 16' O.C*
w/2x P.T. SHOE
w/5/8' TYPE 'X' G.W.B. EA. SIDE
E 31/2' FIBERGL. BATT INSUL
w/1/2' A.B. ®48' O.C.
4' GONG. SLAB w/
6' CONC. SLAB w/
6'x6' 10/10 WWM ON
6'x6' 10/10 WWM ON
6' COMPACTED
6' COMPACTED
GRAVEL
GRAVEL
GARAGE
BAYS
ELEVV.48.00'
x
°
ELEV =47.50'
CONT.
x a ° D
U
#5 HORIZ.
(~ to O
in m
3 RAISED S
DETAIL
z c
-AB
AI SGALE:1 1/2" 11'-O"
co
cQ
co
cowH
O
BASEMENT FLOOR
L)
A
#5 HORIL
3 1/2' CONC. SLAB OVER
2x92 P.T. TREADS
6 MIL POLY VAPOR BARRIER
OVER 6' COMPACTED GRAVEL
rWr
2x12 P.T. STRINGERS (3) EA. °
3'
II" - • 1 �.
8' CONC. WALL
H �i
_
Rxsmn rrtaX, 7 P
ON 4602' CONC. FTG.
'� 1--I
d .O
(7
H �W
z E2p
co
co
2x10 P.T. LEDGER
H
P 0 N cQ
BOLT TO CONC. WALL
DIA. LAG BOLTS
6i
1.
W
rA 0+ O co
m
w/1/2'
E.
= O
® 16' O.C.-STAGGERED
UE.y
z
'%y E� I
W
�:) co IXC
►'>~
�� L�,)a
F Ifl
co
a DETAIL AT BASEMENT STAIR
d
�-4 H
AI SCALE:1 1/2" = 1'-0'
s
�i OFM
:-Lf /-, .
71411v
E
vs W
>-4 E-4
O
�WOO►�
C IS 6
C\2
rR7EVISION
ATE: 05/23/03
S: 06/02/03
07/4///03
4