HomeMy WebLinkAbout05050111.20IN (t) SAWED JOINT
d�
Li
d '4 O W
d cn
SLAB -ON -GRADE
CONTROL JOINT PER PLAN
3/40 x 16" SMOOTH'
DOWELS ® 24" O.C.
1 /2x SLAB THICKNESS COAT OR WRAP TO
PREVENT BOND.
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SLAB -ON -GRADE
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TYPICAL SLAB-
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SCALE: 3/4"= 1' -0"
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u
INTERIOR
3/2 EXP. J'
MATERIAL
AWED
ANT.
�P.
PER PLAN
OR
ALIGN WITH BUILDING FACE
PER ARCH. DRAWINGS
8"
MIN. I #4 DOWELS x 2' -0" 0 24" O.C.,
1/2 EXP. JOINT MATERIAL WHERE WALK OCCURS
SIDEWALK PER CIVIL --� REINF. PER 4/S3.1
�
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PER PLAN
lob c'
T FTG, EL.
PE _ INSULATION PER ARCH.
d a
FTG. PER PLAN
#4 DOWEL 0 24" O.C.
a
STD. 900 HOOK (TYP.)
SLAB TURN -DOWN
rj A 0 0 0
SCALE: 3/4 =1' -0"
EXP. JT. MATE °I A'
c
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c
COL. PER PLAN
Q
TYPICAL COLUMN
ISOLATION JOINT DETAILS
SCALE: 3/4" = 1' -0"
i /FUTURE METAL STUD
WALL PER ARCH.
PERIMETER
6
S3.1
METAL TRACK FASTENED
TO SLAB FUTURE SLAB -ON -GRADE
u-
I
FIN. FLR. EL.
LO
n
. 77 r •;- PER PLAN
°Q °
m 1 1
0 I 2 - #5 CONT. (LAP 24 ")
1' -6•
0
TYPICAL THICKENED SLAB AT
I 4
e FUTURE METAL STUm WALL =10
SCALE: 3/4" = 1' -0" �3.
0 0
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2
S3.1
OPENING PER PLAN
I�
�- - -- #4 BAR x (OPENING + 3' -0 ")
'l � AT SLAB MID. DEPTH
1 - #4 BAR x 2' -6 " —�
AT SLAB MID. DEPTH
TYPICAL SLAB REINFORCING
AT ALL MANDOORS
ADDITIONAL REINFORCING-
A "T' f'% /% 0'% f% A I, I f% ► 5 11 ► I r% I-% I A /n
WALL PER
PLAN
SCALE: NONE
TI IOC* n/11 I ILAt
JC
MATERIAL
r I17� nnl I 1 \. ►1
COLUMN PER PLAN �— CONCRETE INFILL (FUTURE)
BASE IE PER —
COLUMN SCHEDULE 1 ' x--114 LEVELING ?' SAME
SIZE AS BASE E
FUTURE SLAB
CO PSTRUCTION - FUTURE ISOLATION JOINT
(TYP.)
i FIN. FLR. EL.
PER PLAN
3/4 NON- SHRINK GROUT
T /FTG. EL. °
PER PLAN
Q a ° w W Lj
a m �o
M W�
a d W J N
d ,d 'd' • .
4. REINFORCING PER LANCHOR RODS PER CONCRETE FOOTING
FOOTING SCHEDULE COLUMN SCHEDULE PER PLAN
TYPICAL COLUMN BASE WITHOUT PIER 7
s«�. arc. l: °' 53.1
16 GA. - 6" METAL STUI
WALL AT PERIMETER
(DOUBLE STUD REQUIRI
AT HOLD DOWN)
HOLDDOWN PER SCHEDULE
CONTINUOUS LIGHT GAUGE TRACK.
FASTEN TO CONCRETE AS REQ'D
TO RESIST 200 PLF PARALLEL OR
PERPENDICULAR TO WALL. SUBMIT
FASTENING METHOD, MATERIAL
AND SPACING TO STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO
INSTALLATION.
6" MINIMUM
N
ICI
z
WALL FOOTING - I
PER PLAN
SEAL VOID WITH PERMANENT
COMPRESSIBLE FILLER
PROVIDE 2 - #5 x 4' -0"
AT PENETRATION,
CENTERED.
SLEEVE FOR PIPE,
2" DIAMETER LARGER
THAN PIPE, CENTERED.
I n r „
1 -6 1 -6
CENTERLINE OF PIPE
NOTES
1, SEE PLUMBING DRAWINGS FOR LOCATION AND SIZE OF PENETRATIONS.
2. DETAIL SHOWN IS FOR MAXIMUM OF 12" DIA. PIPE. FOR LARGER SIZE, CONTACT
STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
TYPICAL FOOTING DETAIL_
AT PIPE PENETRATION
T FTG.
PER PLAN
r \-- PROVIDE ADDITIONAL REINF.
TO MATCH WALL FOOTING
J REINF. (LAP 24 ")
SCALE: NONE
3/40 x 16" SMOOTH DOWELS —
0 24" O.C. DRILL AND GROUT
0' -8" INTO EXISTING SLAB
1 /2x SLAB THICKNESS -,
EXISTING SLAB
COAT OR WRAP TO
PREVENT BOND.
d C .
v � �
W
4 W V) d.
CONSTRUCTION JOINT
FUTURE
FUTURE SLAB ON GRADE
ANCHOR DETAIL %ice SLAB ON GRADE JOINT rl 2
SCALE: 3i4" -. -0' 53.1 SCALE: NONE 53.1
8
S3.1
STOREFRONT CURTAIN -
WALL PER ARCH. DWGS.
1/2 EXPANSION JOINT -
CONCRETE SLAB OR —
GRADE PER CIVIL
T /FTG. EL.
PER PLAN
SECTION
SCALE: 3/4 =1' -0"
ALIGN WITH STOREFRONT
FACE PER ARCH. DWGS. (TYP.)
#4 CONT.
#4 ® 48" O.C. 24"
CENTERED IN SLAB 12"
SLAB PER PLAN
FIN. FLR. EL.,a,
PER PLAN
INSULATION
PER ARCH.
FTG. PER PLAN
#4 0 48" O.C.
STD. 90° HOOK (TYP.)
5
S3.1
ALIGN WITH BUILDING
FACE PER ARCH. DWGS. (TYP.)
10Y"
CONTINUOUS LIGHT GAUGE TRACK.
FASTEN TO CONCRETE AS REQ'D
TO RESIST 200 PLF PARALLEL OR
HOLDDOWN PER PERPENDICULAR TO WALL. SUBMIT
SCHEDULE i FASTENING METHOD, MATERIAL
AND SPACING TO STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO
16 GA. - 6" METAL STUD i i INSTALLATION.
WALL AT PERIMETER '
(DOUBLE STUD REQUIRED #4 CONT.
AT HOLD DOWN) 24"
#4 0 48" O.C.
GROUT SOLID BEHIND CENTERED IN SLAB 12 "�
FIRST THREE BRICK
COURSES SLAB PER PLAN
FI N. FLR. EL.
GRADE EL. PER ° PER PLAN
CIVIL DRAWINGS 10 4 ° . z
W
°°
ow
F- m
T /FTG. EL. w
PER PLAN ° ANCHOR ROD PER
4 SCHEDULE
•
BRICK LEDGE- `
'4 < d MIN. ° INSULATION
10" CMU GROUT ° .;. °<. PER ARCH.
SOLID #4 ® 48" O.C.
°
•Q FTG. PER PLAN
STD. 90° HOOK (TYP.)
PERIMETER METAL STUD WALL r'9
SCALE: NONE
S3.1
Architects
Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317.547.5580 317.543.0270
Copyright (C) 2005 - American Co— Iting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
No.
PE104042471
SM Of
NN
.............
jOW,\\\
CERTMD BY
DATE $MV05
DRAWN BY- DCM
CHECKED BY- ABZ
INUED FOR- DATE-
AGE PROJECT IN2004.0948
TITLE
SECTIONS AND
DETAILS
S3.1
��—
ALIGN WITH BUILDING
?
FACE PER ARCH. DWGS. (TYP.)
AT SECTION 4 16y
AT SECTION 4A
CONTINUOUS LIGHT GAUGE TRACK. FASTEN
11�•
TO CONCRETE AS READ TO RESIST 200 PLF
PARALLEL OR PERPENDICULAR TO WALL.
SUBMIT FASTENING METHOD, MATERIAL
AND SPACING TO STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO INSTALLATION.
s i
16 GA. - 6" METAL STUD
i
#4 CONT.
WALL AT PERIMETER
!
?'�
i i
24"
4 0 48" O.C. „
12
GROUT SOLID BEHIND
r�
i i
i i
CENTERED IN SLAB
FIRST THREE BRICK
; ;
SLAB PER PLAN
COURSES
FIN. FLR. EL.
GRADE EL. PER •
° ° PER PLAN
CIVIL DRAWINGS °O
.. A
dk T /FTG. EL.
PER PLAN
a' "
INSULATION
.: ,.
d .
"
PER ARCH.
BRICK LEDGE
�.
a °
°
MIN:,
°
°
a
FTG. PER PLAN
6" CMU AT SECT. 4 &
4 : e °
10" CMU AT SECT. 4A.
'
#4 48" O.C.
GROUT SOLID
° 4- l
, 4 °:
: ,e ;
O
d
°
�f
e
n
V —STD. 900 HOOK (TYP,)
PERIMETER
METAL STUD WALL 4 4A
SCALE: NONE
S3.1
S3.1
ICI
z
WALL FOOTING - I
PER PLAN
SEAL VOID WITH PERMANENT
COMPRESSIBLE FILLER
PROVIDE 2 - #5 x 4' -0"
AT PENETRATION,
CENTERED.
SLEEVE FOR PIPE,
2" DIAMETER LARGER
THAN PIPE, CENTERED.
I n r „
1 -6 1 -6
CENTERLINE OF PIPE
NOTES
1, SEE PLUMBING DRAWINGS FOR LOCATION AND SIZE OF PENETRATIONS.
2. DETAIL SHOWN IS FOR MAXIMUM OF 12" DIA. PIPE. FOR LARGER SIZE, CONTACT
STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
TYPICAL FOOTING DETAIL_
AT PIPE PENETRATION
T FTG.
PER PLAN
r \-- PROVIDE ADDITIONAL REINF.
TO MATCH WALL FOOTING
J REINF. (LAP 24 ")
SCALE: NONE
3/40 x 16" SMOOTH DOWELS —
0 24" O.C. DRILL AND GROUT
0' -8" INTO EXISTING SLAB
1 /2x SLAB THICKNESS -,
EXISTING SLAB
COAT OR WRAP TO
PREVENT BOND.
d C .
v � �
W
4 W V) d.
CONSTRUCTION JOINT
FUTURE
FUTURE SLAB ON GRADE
ANCHOR DETAIL %ice SLAB ON GRADE JOINT rl 2
SCALE: 3i4" -. -0' 53.1 SCALE: NONE 53.1
8
S3.1
STOREFRONT CURTAIN -
WALL PER ARCH. DWGS.
1/2 EXPANSION JOINT -
CONCRETE SLAB OR —
GRADE PER CIVIL
T /FTG. EL.
PER PLAN
SECTION
SCALE: 3/4 =1' -0"
ALIGN WITH STOREFRONT
FACE PER ARCH. DWGS. (TYP.)
#4 CONT.
#4 ® 48" O.C. 24"
CENTERED IN SLAB 12"
SLAB PER PLAN
FIN. FLR. EL.,a,
PER PLAN
INSULATION
PER ARCH.
FTG. PER PLAN
#4 0 48" O.C.
STD. 90° HOOK (TYP.)
5
S3.1
ALIGN WITH BUILDING
FACE PER ARCH. DWGS. (TYP.)
10Y"
CONTINUOUS LIGHT GAUGE TRACK.
FASTEN TO CONCRETE AS REQ'D
TO RESIST 200 PLF PARALLEL OR
HOLDDOWN PER PERPENDICULAR TO WALL. SUBMIT
SCHEDULE i FASTENING METHOD, MATERIAL
AND SPACING TO STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO
16 GA. - 6" METAL STUD i i INSTALLATION.
WALL AT PERIMETER '
(DOUBLE STUD REQUIRED #4 CONT.
AT HOLD DOWN) 24"
#4 0 48" O.C.
GROUT SOLID BEHIND CENTERED IN SLAB 12 "�
FIRST THREE BRICK
COURSES SLAB PER PLAN
FI N. FLR. EL.
GRADE EL. PER ° PER PLAN
CIVIL DRAWINGS 10 4 ° . z
W
°°
ow
F- m
T /FTG. EL. w
PER PLAN ° ANCHOR ROD PER
4 SCHEDULE
•
BRICK LEDGE- `
'4 < d MIN. ° INSULATION
10" CMU GROUT ° .;. °<. PER ARCH.
SOLID #4 ® 48" O.C.
°
•Q FTG. PER PLAN
STD. 90° HOOK (TYP.)
PERIMETER METAL STUD WALL r'9
SCALE: NONE
S3.1
Architects
Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317.547.5580 317.543.0270
Copyright (C) 2005 - American Co— Iting, Inc.
PR BLOCK C, LLC.
8463 CASTLEWOOD
DRIVE
INDIANAPOLIS, INDIANA
MEDFORD PLACE
(LOT 3) AT WEST
CARMEL CENTER
CONSULTANTS
No.
PE104042471
SM Of
NN
.............
jOW,\\\
CERTMD BY
DATE $MV05
DRAWN BY- DCM
CHECKED BY- ABZ
INUED FOR- DATE-
AGE PROJECT IN2004.0948
TITLE
SECTIONS AND
DETAILS
S3.1