HomeMy WebLinkAboutS320 - FOUNDATION DETAILSH W g
z
E
Z GC cgs
7
2
<W
0
m
<~~
�V
W
PER PLAN
O W f
REF. PLAN
_
GLAZING SYSTEM
REF. PLAN
REF. ARCH.
REF. ARCH.
REF.PLAN REF.ARCH.
ZOO c
m
FINISH
JOINT FILLER
GLAZING
W LLQ
REF. ARCH.
B.L.
REF. ARCH.
SYSTEM
MTL. STUDS
#4 CONT.
1/2• CIA. x 18' SMOOTH
HER ARCH.
GLAZING SYSTEM OR
w
V
—
i
DOWEL @ 12' O.C. @
FINISH
MTL. STUD w/CONT. TRACKS
DOOR REF. ARCH.
z
o
6
REF. ARCH.
za
DOORS (TYP.)
REF. ARCH.
TOP 8 BOT. PER LT. GA. MFR.
—
#3 �� @12.O.C.
REF.
1/S320
tS
g
PAVING REF. CIVIL-
2"
REF. 1/8320
REF. I/S320
SLOPE PER ARCH.
` m
¢
E
SLAB ON GRADE
PROVIDE FROST
SLAB ON GRADE
JOINT FILLER
—
0
2
REINF. PER PLAN
STOOP AT DOORS
REF.
PLAN
REF. ARCH.
SLAB ON GRADE
SLAB ON GRADE
z
REF. PLAN
REF. 71S320
REF. PLAN
' m
0
W
JOINT FILLER
T/CONC EL=
T/CONC.
EL=
PAVING
R
REF. ARCH.
REF. PLAN
REF.
PLAN
REF. CIVIL
T/GONG. EL =
T/GONG. EL=
m
nn
PAVING
w
_
m
REF.
REF. PLAN
REF. CIVIL
_
m m
—III—
z
z
0 STEM WALL
W REINF. REF.
z
3—I
O
STEMWALL
-III
,caaunnzc
�xaENlAlgEf.,•
:..
z
J
1/5320
a
w
REINF. REF.
_
O
—I
a
_
i
1/5320
a
W
#4x2'-fi•x2'6' DWLS. 12'
•; eEG15iER(p'.,
Q
#4 EA. FACE EA.
LINE OF STEM
w
? a 1 1/2' CCal KEV
WATERSTOP
w
?
um
z O
O.C. EA. FACE w/ #4 FACE
—
w
r
WAY @ 10- O.C.
WALL BEYOND
w
REF.
T/FTG.
EL=
a
o r
1 1/2' CONT.
w
E a
BARS CONT. @ 8- O.C.
- : No. PE10fifi942fi
-
-I
i
0
n o
y
"
KEY
F CONT. FTG.
` 500EOF
a
•1•-p•
T/FTG. EL=
LL
REF.PLAN
T/FTG. EL=
4 w REF. 1/S320
T/FTG. EL=
1 1/2' CONT. KEV
REF. PLAN
O CONT. FTG. REINF.
1 0 ACI STANDARD
le
REF. PLAN
REF. PLAN
},'/]VN,
to
O
IY
ACI STANDARD
REF. 1/5320 �_
HOOK
O
a
1'-0•
ACI STANDARD
IY
i
/ ax"1�Np�"`
a
CONT. FTG. REINF. w/
HOOK
e
-
CONT. FTG. REINF.
e
HOOK
O
W
345 CONT. w/ #5 @ 10"
-
PER 1/S320
U w
Seals 09ffiW2019
a
O.C. TRANSVERSE
ur 0
EARLY
PROVIDE (3)
c
z-o•
z•o•
z'-o• z•-o•
ADD'L#5CONT.
RELEASE
T-p•
(FTG.EXTENSION)
WITH EXTENDED
#5TRANSVERSE
PACKAGE
SECTION
� SECTION
� SECTION
�
SECTION
,,
�
3/4' = 1'-0'
\ — / 3/4' = 1'-0'
\ / 3/4' = 1'-0' \ / 3/4' = 1'-0'
REF. PLAN REF. PLAN
Q
z
REF. REF.
Z
RCH
AARCH
,ry�(�
LLI
J
STL. COL.
Cz
J
FINISH REF. PLAN
REF.9REF.7/S3.1
FINISH
REF. ARCH.
(>
REF. ARCH. PLAN
Z
O
MTL. STUDS
JOINT FILLER
BASREF.
REF. ARCH.
STL COL. REF. PLAN
REF. ARCH.
V
q B.
>
BASE
#4
SCHED.
>�
ANCHOROR BOLTS
PROVIDE (3) DOWELS WHERE
REF. SCHED.
EXT. POST PER 5/S3.1 ARE LOCATED
PAVING 1 1/2' GROUT
IN COLUMN BLOCKOUT
REF. CIVIL
JOINT FILLER
I
REF. ARCH.
>—
Cz
Z
REF. ARCH.
SLAB ON GRADE
Q
PAVING
HAIRPINS EA.
REF. CIVIL
T/GONG. EL=
(4)#4
WAY w/(2)-#3 TIES IN
N>
E
U
•
REF. PLAN
CONIC. TOPPING
z
O
�
DRILL 8 EPDXY REBAR
i
¢U¢
G
w/ HILTI HIT-HY200 SAFE
Q -IIIz
SET (6' EMBEDMENT) ro Z
p
Q
_
_I
f
U
W
W
PILASTER a
REINF. PILASTERw/(12) o
y
Z
12EL=t—
REF. 7/8310 li
95 VERT. B#3 TIES @6- m
Q
C
w
Q
M a
a
D.C.
LL T/FTG.
• h'
T/FTG. CILN
O REFS
m 0
IC
REF. PLA
d m
w r
`.
INRevisi
Oat
a
K
W
x a
N
W
f
w
U
N �
EQUAL EQUAL
EQ a EQ
SCHED. WIDTH
SCHED. WIDTH
SECTION
CANOPY FOOTING
//�,TYPICAL
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
DATE: 10/14/19
W T
H
D
H
Z
Protect Number: 3018068
Date: 09/06-19
Sheet Title and
HART GAUGLER + ASSOCIATES
12801Samc:ftral.cwaarylre.SueaMO S320
lzem N. <ennw alas.,•. wn.lwo
DeIIm. Tdm 75303
973.339c5111 / 9R2395M$ lax
FOUNDATION DETAILS
WEC DESIGN SR HGAJ039 219194