HomeMy WebLinkAbout96.37 - Foundation Plan and DetailsGALVANIZED
AREAWELL
w/ 3/4• DRAINAGE STONE—
TYPICAL
TYP. SLIDING VINYL
BASEMENT SASH —
(HARVEY OR EQUAL)
TYP. OF (3)
CONTINUOUS
2x6 P.T. SILL PLATE/SILL INSUL.
w/1/2" DIA GALV. A.B. 0 6'-0" O.C. MAX
1 '
PRECAST CONC. BULKHEAD
—THRU BOLT TO COLIC.
I FOUNDATION
❑ 0HWH
DIRECT VENT
FURNACE
BM. PKT-TYP.
MIN. BRG. 4"
PROVIDE SOLID
BLOCK —
2-P.T. 2xB GIRT
12" DIA(::
CONC. 11 IGFOOT"
SONOTUBE CONd. FTG.
48" MIN. BELOW GRADE
TYPICAL
CONTROL
JOINT (CJ)
3-1 3/40x11 7/8"
17, LVL GIRT r -
I
3 1/2" CONC. FILLED
STEEL LALLY COLUMN
w/ST. BRG. PLATES
TOP G BOT. ON
30"X30"X12"
CONC. FTG. TYP.
BASEMENT
3 1/2' CONC. SLAB
w/FIBERMESH REINF. OVER
6 MIL POLY VAPOR BARRIER
OVER 6" COMPACTED GRAVEL
UP
O OI
FOUNDATION PLAN
SCALE:114' = 1'-0'
E
A5
8" DIA CONC.
SONOTUBES
r —1
I I
— IN SLAB ON
BEAM LINE
:!-" TYP.
I • I
1
I
BOT.OF FTG.� 1
®—LOT 3= 22.54'
® LOT 8 = 23.33'
I .
TOP OF.FLOOR
�y TO.FLOOR. ELEV.
V ®—LOT 3= 32.4'
T.O. FLOOR ELEV.
OT 8=33.2'
TOP OF FND _
T.O.F. ELEV.
—aLOT 3= 34.2'
T.O.F. ELEV.
® LOT 8=32.0'
® LOT 3= 23.37'
® LOT 8=24.16'
BITUMINOUS
GRADE
I II I I I
COMPACTED FILL
TYPICAL
BOT.OF FTG.
® LOT 3= 22.54'
o LOT 8 = 23.33'
.vwv T
3"WIDE CONC. WALL
JJ/2_:05
TO d BOT.
ON 16"x8" CONC. FTG.
w/2—CONT.t5 HOR .
w/2"x4" CONT. KEYWAY
T.O._F. ELEV.
Y
0#47 = 30.60'
b_T.O.F. ELEV.
—9#r>2 - 34.33'
3 1/2' CONC. FILLED
ST. LALLY COLUMN
0
FOUNDATION W,
A4 SCALE:114' = 1'-0'
LVL GIRT -SEE STRUC
4' LAG BOLTS
6'x6'x4/4'
STEEL TOP 6 BOTTOP
(SHOP WELD TO COL)
3/4" THK. PINE TREADS
2x10 P.T. STRINGERS
4
1
(
I lf'
8" DIA CONC.
2—P.T. 2x SONOTUBES n
Z
O
E-4
e.
2x4 WALL EA. SID
w
a
I GIRT
w/P.T. SHOE
1
—
U
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1
U
12" DIA CONC. "BIGFOOT" n
d
I
W
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d
1 SONOTUBE CONC. FTG.
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4" THK. CON. PAD
Al
M aW
AT BOTTOM OF STEP
-- ...
Trp.
TOP OF.FLOOR
�y TO.FLOOR. ELEV.
V ®—LOT 3= 32.4'
T.O. FLOOR ELEV.
OT 8=33.2'
TOP OF FND _
T.O.F. ELEV.
—aLOT 3= 34.2'
T.O.F. ELEV.
® LOT 8=32.0'
® LOT 3= 23.37'
® LOT 8=24.16'
BITUMINOUS
GRADE
I II I I I
COMPACTED FILL
TYPICAL
BOT.OF FTG.
® LOT 3= 22.54'
o LOT 8 = 23.33'
.vwv T
3"WIDE CONC. WALL
JJ/2_:05
TO d BOT.
ON 16"x8" CONC. FTG.
w/2—CONT.t5 HOR .
w/2"x4" CONT. KEYWAY
T.O._F. ELEV.
Y
0#47 = 30.60'
b_T.O.F. ELEV.
—9#r>2 - 34.33'
3 1/2' CONC. FILLED
ST. LALLY COLUMN
0
FOUNDATION W,
A4 SCALE:114' = 1'-0'
LVL GIRT -SEE STRUC
4' LAG BOLTS
6'x6'x4/4'
STEEL TOP 6 BOTTOP
(SHOP WELD TO COL)
1/2' CONC.
30'X30'X42'
PAD FTG.
5 4/4' SPEED BASE
CONT.
44 7/8' LVL RIM-TYP.
w/SQUASH BLOCKS
3/4' TEG PLYWOOD
SUBFLOOR ON
44 7/8' DEEP WOOD I -JOISTS
® 46' O.C.
6' (R49) FIBERGL
BATT INSUL.
P.T. 2x6 SILL PL./
SILL INSUL.
w/4/2' DIA.
A.8. a 61-0' O.C.
CONT.
2-#5 TOP a BOTTOM
8' W. CONC. WALL
1/2" EXP. JOINT FILLER
0 PERIMETER
3 1/2" CONC. SLAB
w/FIBERMESH REINF. OVER
6 MIL POLY VAPOR BARRIER
OVER 6" COMPACTED GRAVEL
" CONC. FTG.
x4" CONT. KEY
ETAI L
TYP. COLUMN BASE SETTING/ PAD FOOTING DET�IL
Al SCALE:1 1/2" - I'—O" 1
DWG'S.
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30'X30'X42'
PAD FTG.
5 4/4' SPEED BASE
CONT.
44 7/8' LVL RIM-TYP.
w/SQUASH BLOCKS
3/4' TEG PLYWOOD
SUBFLOOR ON
44 7/8' DEEP WOOD I -JOISTS
® 46' O.C.
6' (R49) FIBERGL
BATT INSUL.
P.T. 2x6 SILL PL./
SILL INSUL.
w/4/2' DIA.
A.8. a 61-0' O.C.
CONT.
2-#5 TOP a BOTTOM
8' W. CONC. WALL
1/2" EXP. JOINT FILLER
0 PERIMETER
3 1/2" CONC. SLAB
w/FIBERMESH REINF. OVER
6 MIL POLY VAPOR BARRIER
OVER 6" COMPACTED GRAVEL
" CONC. FTG.
x4" CONT. KEY
ETAI L
TYP. COLUMN BASE SETTING/ PAD FOOTING DET�IL
Al SCALE:1 1/2" - I'—O" 1
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DATE:
I0/f0/6
REVISIONS:
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