HomeMy WebLinkAbout203 Willow Street - Foundation DetailsMiN. 11 7/8' LVL
BLOCK BETWEE
FLOOR JOISTS
SUBFL. _
�ELEV 60.00'
147/8,
La16'C
2 - #5 HOR1Z. AT TOP
e BOTTOM
CONTINUOUS
2x6 P.T. SiLL PLATE/SiLL INSUL.
w/1/2' DiA GALV. A.B. CD 6'-0' O.G. MAX
2' RiGID INSULATION ON
BITUMINOUS DAMPPROOFING
10' GONG. WALL - ON CONC.
a A FOUNDATION WALL-
11/2'
ALL1/2' EXP. JOINT a COMP. FILLER
a
3 1/2' CONC. SLAB7 °
TOP OF SLAB
ELEV=52.44'
a
2x4 CONT. KEY
° a TOP OF FTG.
a ELEV=52.15'
� •-
2' RiGID INSULATION ° ° BOT. OF FTG.
48' IN FROM VERT. WALL ELEV=51.15'
6 MiL POLY VAPOR BARRIER 24'x12' DEEP
6' COMPACTED GRAVEL -GOVT FOOTING
w/2-tt$ HOR17--TYP.
FOUNDATION WALL DETAIL
2x BLOCK
BETWEEN JOISTS
CONT. 2x4 P.T. SiLL
w/1/2' DiA GALV. A.B.
® 6'-0. O.G. MAX
SCALE:3/4' = 1'-0'
Mi
4' THK. GONG. WALKWAY
w/24' HAUNCHED EDGE
N
t
— Q�
dl�
3.1 SIDEWALK AT FOUDATION
A1.1 SCALE -1 1/2"= V-0"
IST FL SUBFL
ELEV=60.00
>
T_O.W.
ELEV=59.81
#5 0 422 O.C.
6' COMPACTED
GRAVEL
MiN. 11 7/8' LVL
BLOCK BETWEEN
FLOOR JOISTS
SUBFL.
ELEV =62.50'
11 7/8' TJ
16' O.G.
2 - #5 HOR1Z. AT TOP
ff BOTTOM
12' GONG. WALL
4
1/2' EXP. JOiNT E COMP. FiLLER
W CONC. SLAB w/
6'x6' 10/10 WWM
TOP OF SLAB
ELEV=47.50'
2' RiGID INSULATION
48' IN FROM VERT. WALL
6 MIL POLY VAPOR BARRIER
CONTINUOUS
2x6 P.T. SiLL PLATE/SiLL INSUL.
w/4/2' DiA GALV. A.B. ® 6'-0' O.G. MAX
TOP OF FND.
ELEV=61.32'
2' RIGID INSULATION ON
BITUMiNOUS DAMPPROOFING
ON CONC.
FOUNI)ATiON WALL
a
a
°
a
2x4 CONT. KEY
a TOP OF FTG.
a ELEV=46.82"
0
6' COMPACTED GRAVEL 24'x12' DEEP
CONT. FOOTING
W/2-#5 HORIZ.-TYP.
2�FOUNDATION WALL DETAIL
A1.1 SCALE --3/4' = l'-0'
2x BLOCK
BETWEEN JOISTS
SUBFL.
ELEV.=62.50'
#fi W6q1ZfJK
12Z q6CUA-
CONT. 2x4 P.T. SILL
w/1/2' DiA GALV. A.B. a
• 6'-0' O.G. MAX
14' GONG. WALL
1/2' EXP. JOiNT F COMP. FiLLER
a
6' CONC. SLAB w/
6'x6' 10/10 WWM a
°
ELEV=47.50'
2' RiGiD INSULATION —
48' IN FROM VERT. WALL o
6 MiL POLY VAPOR BARRIER
6' COMPACTED GRAVEL
(7) #5 CONT.
(5) TOP E BOTTOM
r4"�\FOUNDATiON WALL
SCALE:3/4' = T-0'
CONTINUOUS
2x6 P.T. SILL PLATE/SiLL INSUL
w/1/2" DiA GALV. A.B. @ 6'-O. O.C. MAX
° TOP OF FND. WALL
_ r ELEV=62.34'
1
TOP OFPKT.
_ ELEV=61.32'
3.1 i0
aLl
#8 VEPST
12' O.C.
2' RiGiD INSULATION ON
BITUMINOUS DAMPPROOFING
ON CONC.
FOUNDATION WALL
#8 DOWELS 0
12' O.G.
TO MATCH VERT.
— 2x4 CONT. KEY #5x5'-4' •
12' O.G.
T-5'
k TOP OF FTG.
� ELEV=46.82"
2x BLOCK
BETWEEN JOISTS
SUBFL
ELEV: 60.00'
11 7/8' TJi's J
a 46, O.C. v
CONT. 2x4 P.T. SiIL4 g
w/1/2' DiA GALV. A.B. a
® 6'-0' O.G. MAX -
10' CONC. WALL d
a
1/2' EXP. JOINT E COMP. FiLLER
a
3 1/2' GONG. SLAB a
TOP OF SLAB
ELEV=52.44'
CONTINUOUS
2x6 P.T. SiLL PLATE/SiLL INSUL
w/1/2' DiA GALV. A.B. ®6'-0. O.G. MAX
TOP OF FND. WALL
_ ELEV=59.81'
TOP OF PKi
I I ELEV=58.82'
�-2 - #5 HORIZ. AT TOP
TOP E BOTTOM
3.1
AI.I
2' RIGID 1NSULATi0N ON
BITUMINOUS DAMPPROOFING
ON CONC.
FOUNDATION WALL
2x4 CONT. KEY
a A TOP OF FTG.
6 MiL POLY VA a ELEV=52.15'
6' COMPACTED Al -4 e °
2' RIGiD INSULATION BOT. OF FTG.
48' 1N FROM VERT. WALL ELEV.-51.15"
24'x12' DEEP
CONT. FOOTING
w/2-tt5 HORI7--TYP.
(2�FOUNDATiON WALL AT SIDEWALK
SCALE:3/4' = T
MIN. 11 7/8' LVL
BLOCK BETWEEN
FLOOR JOISTS 7T
SUBFL. CONTINUOUS
ELEV =62 50' 2x6 P.T. SiLL PLATE/SILL INSUL
w/1/2' DiA GALV. A.B. • V -O' O.C. MAX'
11 7/8' TJi's
® 16' O.G.
a
a
#5 HORiZ.
12' O.G. —
14' GONG. WALL
4 -<
D
,
1/2' EXP. JOiNT IECOMP. Flt -LER
as
6' CONC. SLAB w/ "
6'x6' 10/10 WWM
DP OF SLAB
ELEV=47.50'
II GRADE
2' RiGID INSULATION ON
— BITUMINOUS DAMPPROOFiNG
ON CONC.
FOUNDATION WALL
#8 VERT. 0
12' O.G.
#8 DOWELS
12' O.C.
TO MATCH VERT.
V-5'
2x4 CONT. KEY #5x421 O.C.
TOP OF
_ ELEV=46.8
2' RiGID �iNSULATION N '
48' iN FROM VERT. WALL a ° a ° BOT. OF FTG.
6 MIL POLY VAPOR BARRIER ELEV=45.82'
6' COMPACTED GRAVEL -- I v
(71 #5 CONT.
(5) TOP E BOTTOM
(a)FOUNDATiON RETAINING WALL DETAIL
A1.1 I SCALE:3/4' = 4'-0'
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07/14/08
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07/14/08
DRAWN BY: .fix
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