Submittal Cover Sheet
Submittal Cover Sheet To:
Turner Construction Company Kim Suhre
Attn: From: Alaine Vanderford Re: St. Vincent Brownsburg Ambulatory Center Date: Monday, June 27, 2016 We are transmitting the following to you: Product Data Shop Drawings Delegated Design MSDS Sheets O&M Manuals Mix Designs Enclosed: 032000 – 2 Rebar Shop Drawings Contractor Review/Action St. Vincent Brownsburg #160744
02 Submittal # __________________ 032000 Spec Section # ___________ 1 Revision #____________ Reviewed for general acceptance only. This review does not relieve the subcontractor of the responsibility for making the work conform to the requirements of the contract.
Wesley Robledo 06/29/2016 3:55:22 PM
Test Reports Stamped Letter Calcs
Designer Review/Action
A
B
C
D
E
F
TFE 96'-8"
6#6 11-10 Epx @12" 14#6 4-07 Epx @12" F76
F76
MATCH WITH R-02
Reference 6/R-03
F76
TYP of all (4)
F76
7
P4, TPE 98'-8"
6
TFE 96'-6" 2 R-03
TFE 97'-0"
3'-4"
8 R-03 FS
5
1'-8" BRACE
FS
2 R-03
P1
P1
OPP
4 R-03
FS
1'-8"
FS
4 R-03
P1
TPE 99'-0" 2'-6"x2'-6" TIE BEAM
TFE 95'-0"
P1 2 R-03
TOP OF BEAM ELEVATION = 99'-0"
TPE 99'-0"
TFE 97'-0"
TFE 97'-0"
1'-8"
11'-4"
E R-04
3'-7"
P2 F5
4 TYP R-03 3 SIDES
P3
10 R-03
TYP F5
C R-04
6'-0"
F11
F11
TFE 96'-6"
TFE 96'-6"
F5
D R-04
TFE 97'-0"
F5
TYP AT COLS
TFE 97'-0"
F R-04
B R-04
Sanitary through footing, see detail 6/R-06
TFE 97'-0"
P1
P R-04
F5
TFE 97'-0" 5'-0"
4' 4"
6' 0"
4
8#6 6-08 Epx @12" 8#6 6-02 Epx @12"
N R-05
F56
F56
F56
TFE 99'-0"
TFE 99'-0"
F56
F66
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
6 R-03 5" CONC SLAB ON GRADE SIM
2 R-03
w/ 6x6 - W2.9xW2.9 WWF (OR FIBER REINF AT CONTRACTOR'S OPTION) TSE 100'-0"
6 1/2" CONC SLAB ON GRADE
HGA Confirm: No Brick Ledge
REINF W/ 6x6 - W2.9xW2.9 WWF,
FS
CENTERED, AT MAMMOGRAPHY. TSE 100'-0" (PLACE INTEGRALLY
TYP
WITH SURROUNDING SLAB)
3
10 R-03
P2 TPE 99'-0"
F56
F56
F56
TFE 98'-0"
TFE 98'-0"
TFE 99'-0"
F11
SIM
F56
F66
TFE 99'-0"
TFE 99'-0"
TFE 96'-6"
BRACE
8 R-03 A R-04
2'-6"x2'-6" TIE BEAM
10" CONC SLAB ON GRADE
8" CONC SLAB ON GRADE
REINF W/ #5 AT 12" OC EW,
REINF W/ #4 AT 12" OC EW,
CENTERED, AT MRI ROOM.
CENTERED, AT CT ROOM.
TSE 99'-10"
TSE 100'-0" (PLACE INTEGRALLY
SEE ARCH FOR FLOOR INFILL
WITH SURROUNDING SLAB)
TOP OF BEAM ELEVATION = 99'-0"
TFE 96'-6"
P3
5 S501
2
TPE 99'-0"
NOTE: Coordinate Rebar around Column W12x40
8' 8"
5 S501
F56
F56
F56
TFE 99'-0"
TFE 99'-0" TFE 96'-6"
TFE 99'-0"
CONT 20#5 24-11 @12"
3 R-03
WPR 06/28/2016
CONT 23#4 15-08 @12"
CONT 26#5 18-02 @12" F5
F5
5 S501
TFE 97'-0"
Water Line Under Slab F5
5 S501
P1
TFE 97'-0"
P1
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. P1
P R-04
5' 51/ 4"
TFE 97'-0"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
6' 0"
1 R-03
TFE 97'-0"
11 R-03
1. 2
P1
M R-05
F5
DWL 8#9 9A10 TFE 97'-0" TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
6 R-03
L R-05
F5
F5
TFE 97'-0"
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
TFE 97'-0" TFE 97'-0"
F5
P1
TFE 97'-0" P1
SIM
1
TFE 99'-0"
TFE 99'-0"
CONT 17#4 21-08 @12"
FS
3 R-03
F56
F66
F11
Epoxy coated reinforcing bars: ASTM A775 or ASTM A934, epoxy coated w/ less than 2% damaged coating in each 12" bar length
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
P1
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
R-05
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
8#6 6-08 Epx @12" 8#6 5-10 Epx @12"
R-02
5'-0"
UNLESS NOTED OTHERWISE
WITH
1 R-03
4002 Industrial Blvd.
Circle City Rebar LLC
Indianapolis, IN 46254 Phone 317-917-8566
MATCH
N R-05
Fax 317-917-8729
"Reinforcing The Future" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER PROJECT
1
FOUNDATION - AREA A
LOCATION
1/8" = 1'-0"
CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-01
G
H
I
R-01
F
J
K
WITH
P4, TPE 98'-8" S R-05
MATCH
TFE 96'-8"
6#6 12-10 Epx @12" 15#6 5-06 Epx @12" F76
F76
F76
DWL 8#9 9A10
F76
TIE 5#4 4A11 4@3", B@16"
7
TIE 2x5#4 4A12 4@3", B@16" TIE 3#4 4A11 @ PIER CAP
7
6
TIE 2x3#4 4A12 @ PIER CAP 1'-8"
VERT 8#6 1-00 @ PIER CAP
1'-8"
TFE 97'-0"
2 R-03
N R-05
N R-05
5 R-03
F5
TFE 96'-6"
4 R-03
P1
5
4 R-03
6
TFE 97'-0"
F5
4 R-03
TFE 97'-0"
F5
TFE 97'-0"
F R-04
P1
4 R-03
P1
2 R-03
F5
F5
TFE 97'-0" TYP AT
7 R-03 5 R-03
TFE 97'-0" P1
P1
COLS
Reference 6/R-03
G R-05 H R-05
SIM
1 R-03
4 R-03
J R-05
4
P1
F56
F56
F66
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
F5
F56
TFE 97'-0"
TFE 99'-0"
5" CONC SLAB ON GRADE w/ 6x6 - W2.9xW2.9 WWF (OR FIBER REINF AT TFE 97'-0"
CONTRACTOR'S OPTION) TSE 100'-0"
P1
3
K R-05
F56
TFE 99'-0"
TFE 97'-0"
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
F5
F56
F56
F66
1 R-03
FS
F11
TFE 96'-6" P3
2
TPE 99'-0"
TYP DUCT BANK UNDER
10 R-03
TFE 96'-6" 9 R-03
2'-6"x2'-6" TIE BEAM
1. 2
TFE 97'-0"
F11
TFE 96'-6"
TFE 96'-6" F5
P1
PLUMBING PIPE UNDER FOOTING,
L R-05
P2 TPE 99'-0"
TFE 96'-6"
TFE 97'-0"
P3
TYP
F11
P2 TPE 99'-0"
10 R-03
P1
TFE 97'-0"
TPE 99'-0"
SEE 6/S501
1 R-03
FS
BRACE
3 S300 TFE 97'-0"
9 R-03
N R-05 5'-0"
N R-05
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. 3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
6 R-03
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
R R-05
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
6 R-03
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
FS
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60 1' 4"
MATCH WITH R-01
1
FS
3' 4"
F11
4' 4" 5' 8"
F5
TOP OF BEAM ELEVATION = 99'-0"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
2 S300
2'-6"x2'-6" TIE BEAM
TOP OF BEAM ELEVATION = 99'-0"
FOOTING - SEE 7/S501
15' 6"
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
TFE 98'-0"
OPP
F56
F56
BRACE
F56
F56
9 R-03
UNLESS NOTED OTHERWISE
1 R-03
Indianapolis, IN 46254 Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future"
TFE 96'-6" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER PROJECT
1
4002 Industrial Blvd.
Circle City Rebar LLC
FOUNDATION PLAN - AREA B
LOCATION
ST. VINCENT BROWNSBURG AMBULATORY CENTER BROWNSBURG, IN
1/8" = 1'-0" CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
GARMONG CONSTUCTION SERVICES
DATE
CCR3926
DATE
6.27.16
DWG #
R-02
TSE COLUMN AND
3 #6 @ 12" OC EW,
(ANCHORS NOT
BEAM LONGITUDINAL
TOP & BOTTOM
BARS TO PASS THRU
(EPOXY COATED)
BOND BREAK
12" CONCRETE
VARIES, SEE
SLAB ON GRADE
CIVIL DRAWING
SHOWN FOR CLARITY)
#5 AT 12" OC
PIER, SEE PLAN
# 5 AT 12" OC
FOR SIZE & REINF
(ALTERNATE
2'-0"
PIER AND TERMINATE W/ STD HOOK TIES, SEE SECTION
CONCRETE SLAB
DIRECTION OF
TSE
HOOK)
TIE BEAM
ON GRADE 4 151/ 256"
REINF
COLUMN, SEE
TPE
TSE
2"CLR
BOND BREAK
BASEPLATE
SCHEDULE
VARIES
6"
8"
6"
2'-2"x4'-9" CONCRETE TFE
PIER CAP. CENTER CAP ON
1' 4"
2 1
TFE
1' 0"
3"CLR
(2'-0"x2'-0" AT 'SIM') COLUMN.
(2) - #5 CONT
13
3"
SEE DETAIL 1/S500
(12) #6 VERT 1'-8"
(PROVIDE (8) - #6
SECTION
CLR
(3) #4 TIES TPE
VERT AT 'SIM')
4
1" = 1'-0" PIER, SEE PLAN
SECTION 1" = 1'-0"
FTG, SEE PLAN TWE
TSE
FOR SIZE & REINF
SEE PLAN
10
8" HIGH CMU
SECTION
SECTION
7
1/2" = 1'-0"
3/4" = 1'-0"
BOND BEAM W/ (2) - #5 x CONT BOND BREAK 8" CMU W/ (2) - #6 AT CORNERS AND JAMBS OF
SEE PLAN
OPENINGS, REMAINDER: #6 AT 32" OC. PROVIDE
#5@12" OC
MATCHING DOWELS FOR
JOINT, SEE ARCH.
SEE PLAN
ALL VERT REINF. VERT REINF TO RUN
7"
8"
8"
8" SLAB W/ #6 @ 12"OC
LOCATE TO OCCUR
EA WAY EPOXY COATED
UNDER DOOR
EW, EF 6"
1'-2"
6"
THRESHOLD
CONT THRU BEAM
SITE PAVING
TFE
TSE
SLOPE 1/8":1'-0" MIN SEE PLAN
BEAM DIMENSIONS
1' 0"
3"CLR
TSE
8"
SEE PLAN FOR
8" TBE
CMU
1/R-03
4" VOID FORM
CIVIL PLAN
#4 VERT @ 12"OC TWE
SEE 1/S502 FOR ITEMS NOT NOTED
SEE PLAN
2'-2"
THUS: 2'-0" 2'-0"
3
3 - #5 CONT
SECTION 1" = 1'-0"
#4 @ 12"OC EPOXY COATED THUS: 2'-0"
#4 HORIZ @ 12"OC
STRIP FTG
7"
1'-0"
NO BRICK LEDGE AT
FDN WALL
'SIM' CONDITION
BOND BREAK
SEE PLAN
2'-0"
TSE
xCONT
Typ for Vert & Horiz?
TFE
1'-0 1/4"
STEP TYP BLDG
1" lap?
8"
W/ (2) #5 CONT
(16) - #10
LAP
EW, EF
1' 0"
1'-8"x12" DEEP
#5 AT 12" OC
2' 6"
#4 @ 12"OC
3"CLR
SLAB, SEE
FOUNDATION TO
TFE
MATCH STOOP
SEE PLAN
FTG ELEVATION
DWLS TO
3"
9
LAP VERT
FOR MIDDLE 1/3 OF SPAN)
REINF
SECTION
#5@12" OC
6
1" = 1'-0"
EW, EF
TYPICAL EXTERIOR STOOP 3/4" = 1'-0"
CLR
1' 0"
SEE PLAN
MATCH &
(INCREASE SPACING TO 18" OC
3"CLR
(4) - #5 CONT TFE
#4 TIE SETS AT 12" OC TYP
TFE
3'-6"
12
SECTION
3 - #5 CONT
SEE PLAN
1" = 1'-0"
2
NO BRICK LEDGE AT VERT REINF TO RUN
7"
1'-0"
'SIM' CONDITION BOND BREAK
TSE
TSE SEE PLAN FOR BEAM DIMENSIONS
8"
BREAK
TSE
8"
BOND BREAK
7"
BOND
8"
SEE 6/S502
8"
1" INSULATION SEE ARCH 9"? Confirm additional 1" for insulation
1" = 1'-0"
1'-4"
CONT THRU BEAM
STOOP SLAB
SECTION
TSE TBE
2/R-03 NO BRICK LEDGE AT SEE 2/S502 FOR ITEMS
#4 CONT
Typ for Vert & Horiz?
(EPOXY COATED)
'SIM' CONDITION
NOT NOTED #5@12" OC
typ clr?
EW, EF
#4 @ 12" OC
#5@12" OC 2'-0"
6"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
EW, EF
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
EPOXY COATED CONT TFE
TFE
6"
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
TFE
3"
1/R-03
1'-3"
#4 TIE SETS AT 12" OC TYP
1' 0"
SEE 1/S502
6"
TFE
CLR
(16) - #10
1' 0"
2'-0"
FDN WALL
3"CLR
THUS: 2'-0"
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
FOR MIDDLE 1/3 OF SPAN)
3"CLR
(INCREASE SPACING TO 18" OC 3'-0"
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
3 - #5 CONT 2'-3"
3 - #5 CONT
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
11
SECTION
8
3/4" = 1'-0"
SECTION 1" = 1'-0"
5
SECTION 1" = 1'-0"
1
SECTION REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
1" = 1'-0"
UNLESS NOTED OTHERWISE
4002 Industrial Blvd.
Circle City Rebar LLC
Indianapolis, IN 46254 Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future"
NOTE: FIX BLACK-OUTS
TITLE
FOUNDATION DETAILS
ARCHITECT/ HGA ENGINEER PROJECT LOCATION CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-03
PLAN LOCATION: TYP LABEL
1
2
1.2
3
5
4
6
RQ PL 21
7
24'-0"
30'-0"
30'-0"
30'-0"
22
FTG
5
6 4-06
2x 5
HOF 1#5 14-06 @12"
6 5-00
HOF 3#5 9-03 @12"
HOF 1#5 26-00
HORZ 3#5 30-02 @12"
2x
HOF 3#5 5-07 @12"
8
FTG
7
7 6-00
BEW
4x
8
DEF 2x16#5 5A18 @12" DEF 2x20#5 5A20 @12" DEF 2x5#5 5A20 @12"
DEF 2x4#5 5A21 @12" DEF 2x16#5 5A18 @12"
DEF 2x11#5 5A19 @12" CONT 16#10 32-00 TIE 26#4 4A14 TIE 26#4 4A17
DEF 2x11#5 5A19 @12"
HIF 4#5 17-02 @12"
SLB 5#4 4A24 SLB 5#4 4A25 Epx
HIF 1#5 8-05 @12"
HIF 4#5 30-00 @12"
HIF 5#5 30-00 @12"
7
HIF 4#5 5-07 @12"
4
1/2 EW T&B 4A2
@48" 1/2 EW T&B
PIER
20 3x
TIE
@48"
7 7-00
SECTION: DWL
HIF 3#5 12-00 @12"
1/2 EW T&B 5A1
FTG 7 7-00 4
2x
TIE TIE
5
Cross Ref.: F76
STANDEE
DOF 5#5 5A21 @12" DIF 5#5 5A18 @12"
8 10-06 9
SECTION: 2x 7
TEW
DEF 2x5#5 5A20 @12"
TIE 26#4 4A16
97'-0"TFE
DWL 26#5 5A18 @12"
FTG
11
STANDEE
BEW
1/2 EW
Cross Ref.: F11
SECTION:
HOF 4#5 27-00 @12"
1/2 EW
Cross Ref.: F66
BEW
HOF 1#5 11-01 @12"
97'-0"TFE
FTG
6
SECTION:
HOF 3#5 30-00 @12"
1/2 EW
Cross Ref.: F56
SECTION: BEW
PLACING NOTES
Cross Ref.: F5 2x
1'-10"
10'-8 3/ 4"
SIZE LENGTH BARMARK
SECTION: BEW
9'-0"
QTY
8
8A28
5 5
4 4
4A29 4A30
5
4
4A31
HIF 4#5 24-03 @12"
2'-0"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@12" TIE 2x5#4 4A12 4@3", B@12"
CONT 2#5 33-00
CONT 3#5 22-00 CONT 3#5 13-06 3 Runs , Lap 2-07
6" STEP 3#5 5A3
6" STEP 3#5 5A3 DWL 12#8 8A13 TIE 5#4 4A14 TIE 2x5#4 4A16
Each run consisting of: CONT 1#5 30-00
CONT 3#5 16-00
1#5 10-00
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@12"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@12"
TIE 2x5#4 4A12 4@3", B@12"
TIE 2x5#4 4A12 4@3", B@12" CONT 3#5 6-06
DWL 20#9 9A6 TIE 5#4 4A7 TIE 3x5#4 4A8 TIE 5#4 4A9
A
A ELEVATIONS R-04
B
C
D
D
E
CONT 16#10 32-00 TIE 26#4 4A14 TIE 26#4 4A17 TIE 26#4 4A16
3 Runs , Lap 2-07 Each run consisting of: CONT 1#5 30-00
DWL 20#9 9A6
SLB 13#4 4A24
TIE 5#4 4A7 TIE 3x5#4 4A8 TIE 5#4 4A9
HORZ 3#5 32-11 @12"
SLB 13#4 4A25 Epx HORZ 1#5 11-02 @12"
HORZ 1#5 20-02 @12" DWL 22#5 5A18 @12"
CONT 2#5 13-06
CONT 3#5 13-06
1#5 24-08 DOF 58#5 5A21 @12" DIF 58#5 5A18 @12"
HOF 1#5 30-00 1#5 11-05 1 Runs @12", Lap 3-05 Each run consisting of: HIF 1#5 30-00 1#5 12-01
4 Runs @12", Lap 3-05 Each run consisting of: HIF 3#5 30-00 1#5 11-02
DEF 2x4#5 5A22 @12"
3 Runs , Lap 2-07 Each run consisting of: CONT 1#5 30-00
1 Runs @12", Lap 3-05 Each run consisting of:
3 Runs @12", Lap 3-05 Each run consisting of: HOF 3#5 30-00 1#5 10-06
CONT 2#5 21-06
CONT 2#5 12-00
DIF 5#5 5A20 @12" DOF 5#5 5A22 @12"
DWL 6#5 5A19 @12"
CONT 2#5 11-09 1'-6" STEP 2#5 5A4
CONT 2#5 12-00
HORIZ 4#5 4-03 @12"
DWL 6#5 5A18 @12" HORIZ 4#5 4-03 @12"
CONT 2#5 11-09
DEF 2x6#5 5A19 @12"
1#5 17-09 C ELEVATIONS R-04
DIF 20#5 5A20 @12" DOF 20#5 5A22 @12"
D ELEVATIONS R-04
E ELEVATIONS R-04
DIF 11#5 5A19 @12" DOF 11#5 5A23 @12"
DWL 12#8 8A13 TIE 5#4 4A14 TIE 2x5#4 4A16
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
B ELEVATIONS R-04
E
F
G
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
H
I
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
HOF 3#5 3-07 @12"
HOF 3#5 3-07 @12"
HOF 3#5 2-11 @12"
HOF 3#5 2-11 @12"
HIF 4#5 3-07 @12"
HIF 4#5 3-07 @12"
HIF 4#5 2-11 @12"
HIF 4#5 2-11 @12"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16" HOF 3#5 19-07 @12"
J
J
K
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16" HORZ 3#5 33-02 @12" HORZ 1#5 20-04 @12"
HOF 3#5 11-07 @12"
HORZ 4#5 16-04 @12"
HIF 4#5 11-07 @12"
HIF 4#5 19-07 @12"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY. 2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
CONT 2#5 11-09 2' STEP 2#5 5A5
CONT 3#5 17-02
4 Runs @12", Lap 3-05 Each run consisting of: HORZ 3#5 30-00 1#5 25-05
SLB 12#4 4A24 @12" SLB 12#4 4A25 Epx
2' STEP 2#5 5A5
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
DWL 18#5 5A18 @12"
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
G ELEVATIONS R-04
CONT 2#5 11-09 HORZ 3#5 11-00 @12"
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
3 Runs , Lap 2-07 Each run consisting of: 2#5 30-00 1#5 29-06
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
4002 Industrial Blvd.
Circle City Rebar LLC
Indianapolis, IN 46254 Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER PROJECT
DWL 7#5 5A18 @12"
DWL 7#5 5A18 @12"
DWL 27#5 5A18 @12"
DWL 27#5 5A18 @12"
DWL 15#5 5A18 @12"
DWL 19#5 5A18 @12"
LOCATION
DWL 7#5 5A18 @12"
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12" F ELEVATIONS R-04
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DEF 2x12#5 5A21 @12" DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
BROWNSBURG, IN
DATE
CCR3926
DATE
6.27.16
DWG #
R-04
5
5
4
4
3
1
2
CONT 16#10 35-00 TIE 28#4 4A14 DWL 8#9 9A10 HOF 3#5 10-07 @12" HORZ 4#5 14-06 @12"
1 Runs @12", Lap 2-07
TIE 5#4 4A11 4@3", B@16"
Each run consisting of:
TIE 2x5#4 4A12 4@3", B@16"
HIF 4#5 9-11 @12"
3#5 30-00
DWL 8#9 9A10
DWL 20#9 9A6
TIE 28#4 4A17
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A7
TIE 28#4 4A16
TIE 2x5#4 4A12 4@3", B@16"
TIE 3x5#4 4A8
HIF 1#5 5-04 @12" HIF 1#5 1-00 @12"
TIE 5#4 4A9
1#5 11-05
DOF 67#5 5A21 @12" DIF 66#5 5A18 @12"
DWL 16#5 5A18 @12" CONT 3#5 11-06
CONT 3#5 15-03
6" STEP 3#5 5A3
3 Runs , Lap 2-07
3 Runs @12", Lap 2-07
DIF 5#5 5A20 @12"
DIF 11#5 5A19 @12"
Each run consisting of:
DOF 5#5 5A22 @12"
DOF 11#5 5A23 @12"
Each run consisting of: CONT 2#5 30-00 H ELEVATIONS R-05
J ELEVATIONS R-05
DWL 12#8 8A13
HOF 3#5 30-00 1#5 27-05
1#5 10-07 3 Runs @12", Lap 2-07
TIE 5#4 4A14
1 Runs @12", Lap 2-07
K ELEVATIONS R-05
TIE 2x5#4 4A16 DIF 11#5 5A19 @12" DOF 11#5 5A23 @12"
Each run consisting of: HOF 1#5 30-00
Each run consisting of:
3 Runs , Lap 2-07
1#5 16-08 1 Runs @12", Lap 2-07
HIF 3#5 30-00 1#5 26-01
Each run consisting of: CONT 1#5 30-00
Each run consisting of:
DIF 23#5 5A20 @12"
1#5 17-10
HIF 1#5 30-00
DOF 23#5 5A22 @12"
1#5 16-00
I
J
H
K
E
F
G
D
CONT 16#10 32-00 TIE 26#4 4A14 TIE 26#4 4A17 TIE 26#4 4A16
6" STEP 3#5 5A3 DIF 11#5 5A19 @12"
6" STEP 3#5 5A3
DWL 8#9 9A10
DOF 11#5 5A23 @12"
TIE 5#4 4A11 4@3", B@16"
DIF 23#5 5A20 @12"
TIE 2x5#4 4A12 4@3", B@16"
DOF 113#5 5A21 @12" DIF 113#5 5A18 @12"
6" STEP 3#5 5A3 3 Runs , Lap 2-07
3 Runs , Lap 2-07
3 Runs , Lap 2-07
Each run consisting of:
Each run consisting of:
CONT 1#5 30-00
CONT 1#5 30-00
1#5 20-07
1#5 22-07
Each run consisting of: CONT 3#5 30-00 1#5 29-06
DOF 23#5 5A22 @12" DWL 20#9 9A6
DIF 49#5 5A18 @12"
TIE 5#4 4A7
DOF 49#5 5A21 @12"
TIE 3x5#4 4A8
DWL 12#8 8A13
DWL 8#9 9A10
DWL 8#9 9A10
DWL 8#9 9A10
DWL 8#9 9A10
TIE 5#4 4A14
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 2x5#4 4A16
TIE 2x5#4 4A12 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
TIE 5#4 4A9 L ELEVATIONS R-05
D
C
B
A
1 Runs @12", Lap 2-07 Each run consisting of: HEF 2#5 30-00 1#5 29-07
2 x 3 Runs @12", Lap 2-07 DEF 2x86#5 5A18 @12"
Each run consisting of: HEF 2#5 30-00 1#5 35-10
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16"
DWL 8#9 9A10
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
CONT 2#5 6-06
DWL 6#4 4A26 @12"
DWL 6#4 4A26 @12"
DWL 15#4 4A26 @12"
DWL 13#4 4A26 @12"
VERT 6#4 2-10 @12"
VERT 6#4 2-10 @12"
VERT 15#4 2-10 @12"
VERT 13#4 2-10 @12"
HORIZ 4#4 4-08 @12" CB 4#4 4A27 @12" SLB DWL 6#4 4A25 Epx @12"
DWL 8#9 9A10
TIE 2x5#4 4A12 4@3", B@16"
CONT 2#5 5-00
CONT 2#5 16-00
HORIZ 4#4 5-08 @12" SLB DWL 6#4 4A25 Epx @12"
CONT 2#5 12-08
HORIZ 4#4 15-02 @12" SLB DWL 15#4 4A25 Epx @12"
HORIZ 4#4 11-10 @12" SLB DWL 13#4 4A25 Epx @12"
TIE 2x5#4 4A12 4@3", B@16" DIF 8#5 5A18 @12"
2 x 3 Runs , Lap 2-07
DOF 8#5 5A21 @12"
Each run consisting of: CONT 3#5 30-00
SLB DWL 8#4 4A25 Epx @12" CONT 1#4 6-00 Epx
BAR SIZE
EP
BND
MARK
ELEVATIONS X 7 LOCATIONS N R-05
1#5 12-00
M ELEVATIONS R-05
BENDING DIMENSIONS
V
TYP
CD
A
B
C
D
E
F/R
BAR G
H
J
K
O
SIZE
EP
BND
MARK
ELEVATIONS X 2 LOCATIONS P R-05
BENDING DIMENSIONS
V
TYP
CD
A
B
C
D
E
F/R
ELEVATIONS R R-05
2 G
H
J
K
3
O
O A
9
9A6
2
1-07
4-101
4
4A8
T1
0-042
0-102
2-03
0-102
2-03
J C
A
0-042
9A10
2
1-07
2-112
4
4A9
T1
0-042
4-07
0-11
4-07
0-11
0-042
E
B
17
25
G
H
8A13
2
1-04
4-101
4
8
8A28
2
1-04
1-04
4
1-06
2-092
5
5A1
25
0-10
2-092
1-06
2-07
2-01
4
4A11 4A12 4A14
T1
0-042
T9
1-09
0-042
T1
0-042
1-09
1-09
1-09
1-09
2-03
0-042
B
D
D
2-03
2-03
2-03
0-042
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
B K
B
T1
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
H
F
C
C
0-042
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
D
E
8
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
F
B
G
K
9
ELEVATIONS S R-05
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
T9
G A
5
5A3
3
2-07
1-012
2-07
0-06
1-00
6-02
4
4A16
T1
0-042
0-11
2-03
0-11
2-03
0-042
C E
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
G
A B
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
D
5 5 5 5
5A4
3
5A18
2-07 2
5A19
2
5A20
0-10 0-10
2
0-10
3-041
2-07
1-06
3-00
8-02
3-07
4 4
5-101
4
4-01
4
4A17
T1
4A25
0-042
2-03
17
4A26
2
4A27
2
0-08
2-00 0-08 0-08
2-03
0-08
0-042
UNLESS NOTED OTHERWISE
2-00
1-09
5A21
2
0-10
2-11
4
4A29
T1
5
5A22
2
0-10
3-05
4
4A30
T1
0-042 0-042
Phone 317-917-8566
4-01
1-11
4-06
1-11
0-102
1-11
0-102
4-06 1-11
0-042
5A23
2
0-10
5-021
4
4A31
T1
0-042
4-06
0-093
PROJECT
0-042
4-06
0-093
0-042 CUSTOMER
4 4
4A2 4A7
25 T1
1-06 0-042
0-10
2-03
0-10
4-07
0-10
2-03
1-06
4-07
0-092 0-042
0-06
Fax 317-917-8729
FOUNDATIONS
ARCHITECT/ HGA ENGINEER
LOCATION
5
Indianapolis, IN 46254
"Reinforcing The Future" TITLE
5
4002 Industrial Blvd.
Circle City Rebar LLC
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-05
SEE PLAN CORNER BAR
STEEL COL, SEE SCHED
SLAB BLOCKOUT
BASE PL, ANC BOLTS
CONSTRUCTION JT
AND WASHERS, SEE SCHED
AND BOND BREAKER
1 1/2" UNO GROUT
SLAB ON GRADE
UNDER PL
SEE PLAN
SEE PLAN FOR SLAB THICKNESS
2D
SEE PLAN
SEE PLAN
SEE PLAN
D
SEE 12/S500
1 1
TSE
SEE
1 DIAMOND PLATE
SEE PLAN
PLAN
1
POCKET FORMER 2D
EFFECTIVE
DOWEL
2D
POUR SLAB AROUND
PIER SEE
BLOCKOUT, TYP
TFE
SCHED
CJ
SEE PLAN
SEE
CORNER CONDITION
SEE PLAN POCKET FORMER
TYP
3"CLR
SEE PLAN & SCHED
1/4"x4 1/2"x4 1/2" @ 18" OC
SHRINKAGE
PLAN VIEW OF PLATE DOWEL
FOR FTG SIZE & REINF 1' 5"
SEE PLAN
PLAN
SEE
DIAMOND PLATE
TO ALLOW
SEE PLAN
A
PLAN
8
TYPICAL INTERIOR COLUMN FOOTING
TYPICAL SMALL STEP IN SLAB ON GRADE
4
EFFECTIVE PIER SEE SCHED BASE PL, ANC BOLTS AND WASHERS
STEEL COL
SLAB ON GRADE
SEE SCHED
SEE PLAN
SAWCUT AFTER ADJACENT SLAB
1/8" SAWCUT
IS POURED. (24 HOURS MAX AFTER POUR). FILL WITH SPECIFIED
SEE SCHED
SEALENT AT EXPOSED JOINT.
D/ 4
B
EXTERIOR CONDITION
SLAB BLOCKOUT
1 1/2" GROUT UNDER PL CJ AND BOND
1. SEE COLUMN/PIER SCHEDULE FOR SIZE AND REINFORCEMENT OF COLUMN/PIERS.
D
SLAB ON GRADE
NOTES:
SEE PLAN
2. CENTER CAGE ON GRID INTERSECTIONS.
2D
BREAKER TSE SEE PLAN
1 2
TPE SEE PLAN
11
POUR SLAB AROUND
6"
TYPICAL COLUMN OR PIER/WALL INTERSECTIONS
POCKET FORMER
BLOCKOUT, TYP
MIN
3/4" = 1'-0"
2D
DIAMOND PL DWL
2D
SEE SCHED FOR CJ
PIER SIZE & REINF
SEE PLAN & SCHED FOR FTG SIZE & REINF C LCOL
CIRCULAR CONSTRUCTION
POCKET FORMER
JT OPTIONAL. PROVIDE
TFE
CIRCULAR JT AT COL CONDITIONS
SEE PLAN
6" MIN
1/4"x4 1/2"x4 1/2" @ 18" OC
SHRINKAGE
WHERE FLOOR JT RUNS ONLY IN ONE DIRECTION
DIAMOND PL
TO ALLOW
SLAB BLOCKOUT PLAN VIEW OF PLATE DOWEL 7
5
3 3/2
5 6"
1 95 /25 6"
C LCOL
CONTRUCTION OR CONTROL JT
7
TYPICAL INTERIOR COLUMN PIER AND FOOTING
3
TYPICAL CONSTRUCTION JOINT - SLAB ON GRADE
SLEEVE THROUGH WALL MIN
85/256"
(AS SOON AS POSSIBLE
2" LARGER DIA THAN PIPE PL BELOW
WIDE FLG OR TUBE COL
AFTER POUR - 24 HOURS MAX)
SEE PLAN FOR LOCATIONS
LINE OF COL BASE SEE TYP STEPPED
SEE PLAN OR SCHED
1/8" SAWCUT
SLAB ON GRADE
6" MIN
INSULATE AROUND PIPE
SEE PLAN
FILL WITH SPECIFIED SEALANT AT EXPOSED JOINT
TYPICAL SLAB ON GRADE BLOCKOUT AT STEEL COLUMNS
R CL 3" P TY
10
MI N
6"
D
D
D/ 4
FTG DETAIL
REINF TO LAP AND MATCH WITH FTG REINF
T
6
2
TYPICAL SAW CUT CONTROL JOINT - SLAB ON GRADE
TYPICAL UTILITY OPENING THROUGH WALL
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
SLAB ON GRADE
CMU NON-BEARING WALL
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
SEE PLAN
SEE ARCH FOR LOCATION
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
SEE PLAN FOR FTG
2S
STEP LOCATIONS SLAB ON GRADE SEE PLAN
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
NOTE: 2'-8" MAX FOR
S
6" UNDERFLOOR
UVB-3
2D
D
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
CMU WALLS
1
1
MATERIALS
(AT INTERIOR
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
LOCATIONS) 1 (2) #5 CONT
2
MATCH WITH FTG REINF
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
SUBGRADE
UNLESS NOTED OTHERWISE
MATERIALS, PLACEMENT AND COMPACTION SHALL
9
5
TYPICAL STEPPED FOOTING
1
Indianapolis, IN 46254 Phone 317-917-8566
COMPLY WITH CIVIL SPECIFICATIONS
Fax 317-917-8729
"Reinforcing The Future" TITLE
TYPICAL THICKENED SLAB ON GRADE
4002 Industrial Blvd.
Circle City Rebar LLC
NOTE:
TYP
REINF TO LAP AND
3"CLR
2T
(16" MIN)
COMPACTED
D
D
3"CLR
2
TYPICAL SLAB ON GRADE
FOUNDATION DETAILS
ARCHITECT/ HGA ENGINEER PROJECT LOCATION CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-06
BAR
2x2#6 6-00
@32"
CORN
10#6 6-00
4x29#5 5A32
CB 2x4#5 5A33 @12"
EP
BND
MARK
BENDING DIMENSIONS
V
TYP
CD
A
B
C
7
7A35
2
1-02
3-053
5
5A32
2
0-10
3-061
5
5A33
17
4
4A11
4
T1
4A12
4
0-042
T9
4A36
3-05
T1
1-09
0-042 0-042
D
E
F/R
H
J
K
O
3-05 1-09
1-09
1-09
0-042
1-09
1-09
G
0-042
1-09
1-09
1-09
0-042 2 A
G
HEF 4x4#5 27-08 @12"
B
DEF
CORN
B R-07
@12"
2x2#6 6-00
SIZE
CB 2x4#5 5A33 @12"
17 B
D
C
CONT 2x4#5 30-00
B
T1
ELEVATIONS X 2 LOCATIONS A R-07
G A
C E
A R-07
B R-07
TWE 100'-0" TYP
12 R-03
@32"
4 - #4 TIES, EPOXY COATED 4 - #6 VERT, EPOXY-COATED LANDSCAPING CONC FDN WALL
OR SITE PAVING
(OMIT AT 'SIM')
20'-0 1/2 "
1' 4"
ELEVATIONS X 2 LOCATIONS A R-07
CONT 2x4#5 22-00 TWE 109'-0"
B
6'-8" V.I.F.
TFE 97'-0" TYP
G
A
HEF 4x4#5 19-08 @12"
DEF
TYP
T9
10#6 6-00
@12"
A R-07
4x21#5 5A32
18' 10" V. I . F.
28' 01/ 2"
D
TYP 3"
1' 6"EMBED
TPE
DRILL AND ADHESIVE ANCHOR INTO CONC (6" EMBED) 24"x24" CONC PIER 9" (8) #7 VERT
TYP TFE
W/ 4 SETS @ 4" OC AT TOP OF PIER (3 TIES/SET,SEE S003
1' 0"
#4 TIES @ 12" OC
(4)-#5 EA WAY
8 S501
CB 2x4#5 5A33 @12"
2#6 6-00
3'-6"
NOTE: 1.GATE FRAMING MUST BE BRACED UNTIL CONCRETE PIER CAP HAS BEEN CONSTRUCTED AND BACKFILL HAS BEEN COMPLETED.
CORN
7#6 6-00 @32"
D R-07
2x22#5 5A32 @12"
CIVIL PLANS
1
SECTION 3/4" = 1'-0"
HEF 2x4#5 20-08 @12"
DEF
SLAB, SEE
CORN
BEW 2x4#5 3-00 1/2 EW VERT 8#7 7A35 TIE 5#4 4A11 4@4",B@12" TIE 2x6#4 4A12 4@4",B@12" VERT 4#6 1-08 Epx @ CAP EMBED 6" TIE 4#4 4A36 Epx @ CAP
2#6 6-00
FOR TIE LAYOUT)
CB 2x4#5 5A33 @12"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY. 2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
8 S501 8 S501
OPP
BEW 2x4#5 3-00 1/2 EW VERT 8#7 7A35 TIE 5#4 4A11 4@4",B@12" TIE 2x6#4 4A12 4@4",B@12" VERT 4#6 1-08 Epx @ CAP EMBED 6" TIE 4#4 4A36 Epx @ CAP
12 S502 D R-07
@32"
TYP
3#6 6-00
CONT 4#5 23-00
@12"
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES. 4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION. 5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED. THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE
Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER
TYP
PROJECT LOCATION
TFE 97'-0" TYP
Indianapolis, IN 46254
HEF 4x4#5 9-08 @12"
TWE 100'-0"
TWE 106'-0" TYP
4002 Industrial Blvd.
Circle City Rebar LLC
DEF
SIM
C R-07
4x11#5 5A32
BEW 2x4#5 3-00 1/2 EW VERT 8#7 7A35 TIE 5#4 4A11 4@4",B@12" TIE 2x6#4 4A12 4@4",B@12" VERT 4#6 1-08 Epx @ CAP EMBED 6" TIE 4#4 4A36 Epx @ CAP
CUSTOMER
CONT 2x4#5 12-00
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.28.16
DWG #
R-07
Turner Construction Company Kim Suhre
Attn: From: Alaine Vanderford Re: St. Vincent Brownsburg Ambulatory Center Date: Monday, June 27, 2016 We are transmitting the following to you: Product Data Shop Drawings Delegated Design MSDS Sheets O&M Manuals Mix Designs Enclosed: 032000 – 2 Rebar Shop Drawings Contractor Review/Action St. Vincent Brownsburg #160744
02 Submittal # __________________ 032000 Spec Section # ___________ 1 Revision #____________ Reviewed for general acceptance only. This review does not relieve the subcontractor of the responsibility for making the work conform to the requirements of the contract.
Wesley Robledo 06/29/2016 3:55:22 PM
Test Reports Stamped Letter Calcs
Designer Review/Action
A
B
C
D
E
F
TFE 96'-8"
6#6 11-10 Epx @12" 14#6 4-07 Epx @12" F76
F76
MATCH WITH R-02
Reference 6/R-03
F76
TYP of all (4)
F76
7
P4, TPE 98'-8"
6
TFE 96'-6" 2 R-03
TFE 97'-0"
3'-4"
8 R-03 FS
5
1'-8" BRACE
FS
2 R-03
P1
P1
OPP
4 R-03
FS
1'-8"
FS
4 R-03
P1
TPE 99'-0" 2'-6"x2'-6" TIE BEAM
TFE 95'-0"
P1 2 R-03
TOP OF BEAM ELEVATION = 99'-0"
TPE 99'-0"
TFE 97'-0"
TFE 97'-0"
1'-8"
11'-4"
E R-04
3'-7"
P2 F5
4 TYP R-03 3 SIDES
P3
10 R-03
TYP F5
C R-04
6'-0"
F11
F11
TFE 96'-6"
TFE 96'-6"
F5
D R-04
TFE 97'-0"
F5
TYP AT COLS
TFE 97'-0"
F R-04
B R-04
Sanitary through footing, see detail 6/R-06
TFE 97'-0"
P1
P R-04
F5
TFE 97'-0" 5'-0"
4' 4"
6' 0"
4
8#6 6-08 Epx @12" 8#6 6-02 Epx @12"
N R-05
F56
F56
F56
TFE 99'-0"
TFE 99'-0"
F56
F66
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
6 R-03 5" CONC SLAB ON GRADE SIM
2 R-03
w/ 6x6 - W2.9xW2.9 WWF (OR FIBER REINF AT CONTRACTOR'S OPTION) TSE 100'-0"
6 1/2" CONC SLAB ON GRADE
HGA Confirm: No Brick Ledge
REINF W/ 6x6 - W2.9xW2.9 WWF,
FS
CENTERED, AT MAMMOGRAPHY. TSE 100'-0" (PLACE INTEGRALLY
TYP
WITH SURROUNDING SLAB)
3
10 R-03
P2 TPE 99'-0"
F56
F56
F56
TFE 98'-0"
TFE 98'-0"
TFE 99'-0"
F11
SIM
F56
F66
TFE 99'-0"
TFE 99'-0"
TFE 96'-6"
BRACE
8 R-03 A R-04
2'-6"x2'-6" TIE BEAM
10" CONC SLAB ON GRADE
8" CONC SLAB ON GRADE
REINF W/ #5 AT 12" OC EW,
REINF W/ #4 AT 12" OC EW,
CENTERED, AT MRI ROOM.
CENTERED, AT CT ROOM.
TSE 99'-10"
TSE 100'-0" (PLACE INTEGRALLY
SEE ARCH FOR FLOOR INFILL
WITH SURROUNDING SLAB)
TOP OF BEAM ELEVATION = 99'-0"
TFE 96'-6"
P3
5 S501
2
TPE 99'-0"
NOTE: Coordinate Rebar around Column W12x40
8' 8"
5 S501
F56
F56
F56
TFE 99'-0"
TFE 99'-0" TFE 96'-6"
TFE 99'-0"
CONT 20#5 24-11 @12"
3 R-03
WPR 06/28/2016
CONT 23#4 15-08 @12"
CONT 26#5 18-02 @12" F5
F5
5 S501
TFE 97'-0"
Water Line Under Slab F5
5 S501
P1
TFE 97'-0"
P1
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. P1
P R-04
5' 51/ 4"
TFE 97'-0"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
6' 0"
1 R-03
TFE 97'-0"
11 R-03
1. 2
P1
M R-05
F5
DWL 8#9 9A10 TFE 97'-0" TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
6 R-03
L R-05
F5
F5
TFE 97'-0"
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
TFE 97'-0" TFE 97'-0"
F5
P1
TFE 97'-0" P1
SIM
1
TFE 99'-0"
TFE 99'-0"
CONT 17#4 21-08 @12"
FS
3 R-03
F56
F66
F11
Epoxy coated reinforcing bars: ASTM A775 or ASTM A934, epoxy coated w/ less than 2% damaged coating in each 12" bar length
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
P1
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
R-05
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
8#6 6-08 Epx @12" 8#6 5-10 Epx @12"
R-02
5'-0"
UNLESS NOTED OTHERWISE
WITH
1 R-03
4002 Industrial Blvd.
Circle City Rebar LLC
Indianapolis, IN 46254 Phone 317-917-8566
MATCH
N R-05
Fax 317-917-8729
"Reinforcing The Future" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER PROJECT
1
FOUNDATION - AREA A
LOCATION
1/8" = 1'-0"
CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-01
G
H
I
R-01
F
J
K
WITH
P4, TPE 98'-8" S R-05
MATCH
TFE 96'-8"
6#6 12-10 Epx @12" 15#6 5-06 Epx @12" F76
F76
F76
DWL 8#9 9A10
F76
TIE 5#4 4A11 4@3", B@16"
7
TIE 2x5#4 4A12 4@3", B@16" TIE 3#4 4A11 @ PIER CAP
7
6
TIE 2x3#4 4A12 @ PIER CAP 1'-8"
VERT 8#6 1-00 @ PIER CAP
1'-8"
TFE 97'-0"
2 R-03
N R-05
N R-05
5 R-03
F5
TFE 96'-6"
4 R-03
P1
5
4 R-03
6
TFE 97'-0"
F5
4 R-03
TFE 97'-0"
F5
TFE 97'-0"
F R-04
P1
4 R-03
P1
2 R-03
F5
F5
TFE 97'-0" TYP AT
7 R-03 5 R-03
TFE 97'-0" P1
P1
COLS
Reference 6/R-03
G R-05 H R-05
SIM
1 R-03
4 R-03
J R-05
4
P1
F56
F56
F66
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
F5
F56
TFE 97'-0"
TFE 99'-0"
5" CONC SLAB ON GRADE w/ 6x6 - W2.9xW2.9 WWF (OR FIBER REINF AT TFE 97'-0"
CONTRACTOR'S OPTION) TSE 100'-0"
P1
3
K R-05
F56
TFE 99'-0"
TFE 97'-0"
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
F5
F56
F56
F66
1 R-03
FS
F11
TFE 96'-6" P3
2
TPE 99'-0"
TYP DUCT BANK UNDER
10 R-03
TFE 96'-6" 9 R-03
2'-6"x2'-6" TIE BEAM
1. 2
TFE 97'-0"
F11
TFE 96'-6"
TFE 96'-6" F5
P1
PLUMBING PIPE UNDER FOOTING,
L R-05
P2 TPE 99'-0"
TFE 96'-6"
TFE 97'-0"
P3
TYP
F11
P2 TPE 99'-0"
10 R-03
P1
TFE 97'-0"
TPE 99'-0"
SEE 6/S501
1 R-03
FS
BRACE
3 S300 TFE 97'-0"
9 R-03
N R-05 5'-0"
N R-05
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. 3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
6 R-03
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
R R-05
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
6 R-03
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
FS
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60 1' 4"
MATCH WITH R-01
1
FS
3' 4"
F11
4' 4" 5' 8"
F5
TOP OF BEAM ELEVATION = 99'-0"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
2 S300
2'-6"x2'-6" TIE BEAM
TOP OF BEAM ELEVATION = 99'-0"
FOOTING - SEE 7/S501
15' 6"
TFE 99'-0"
TFE 99'-0"
TFE 99'-0"
TFE 98'-0"
OPP
F56
F56
BRACE
F56
F56
9 R-03
UNLESS NOTED OTHERWISE
1 R-03
Indianapolis, IN 46254 Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future"
TFE 96'-6" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER PROJECT
1
4002 Industrial Blvd.
Circle City Rebar LLC
FOUNDATION PLAN - AREA B
LOCATION
ST. VINCENT BROWNSBURG AMBULATORY CENTER BROWNSBURG, IN
1/8" = 1'-0" CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
GARMONG CONSTUCTION SERVICES
DATE
CCR3926
DATE
6.27.16
DWG #
R-02
TSE COLUMN AND
3 #6 @ 12" OC EW,
(ANCHORS NOT
BEAM LONGITUDINAL
TOP & BOTTOM
BARS TO PASS THRU
(EPOXY COATED)
BOND BREAK
12" CONCRETE
VARIES, SEE
SLAB ON GRADE
CIVIL DRAWING
SHOWN FOR CLARITY)
#5 AT 12" OC
PIER, SEE PLAN
# 5 AT 12" OC
FOR SIZE & REINF
(ALTERNATE
2'-0"
PIER AND TERMINATE W/ STD HOOK TIES, SEE SECTION
CONCRETE SLAB
DIRECTION OF
TSE
HOOK)
TIE BEAM
ON GRADE 4 151/ 256"
REINF
COLUMN, SEE
TPE
TSE
2"CLR
BOND BREAK
BASEPLATE
SCHEDULE
VARIES
6"
8"
6"
2'-2"x4'-9" CONCRETE TFE
PIER CAP. CENTER CAP ON
1' 4"
2 1
TFE
1' 0"
3"CLR
(2'-0"x2'-0" AT 'SIM') COLUMN.
(2) - #5 CONT
13
3"
SEE DETAIL 1/S500
(12) #6 VERT 1'-8"
(PROVIDE (8) - #6
SECTION
CLR
(3) #4 TIES TPE
VERT AT 'SIM')
4
1" = 1'-0" PIER, SEE PLAN
SECTION 1" = 1'-0"
FTG, SEE PLAN TWE
TSE
FOR SIZE & REINF
SEE PLAN
10
8" HIGH CMU
SECTION
SECTION
7
1/2" = 1'-0"
3/4" = 1'-0"
BOND BEAM W/ (2) - #5 x CONT BOND BREAK 8" CMU W/ (2) - #6 AT CORNERS AND JAMBS OF
SEE PLAN
OPENINGS, REMAINDER: #6 AT 32" OC. PROVIDE
#5@12" OC
MATCHING DOWELS FOR
JOINT, SEE ARCH.
SEE PLAN
ALL VERT REINF. VERT REINF TO RUN
7"
8"
8"
8" SLAB W/ #6 @ 12"OC
LOCATE TO OCCUR
EA WAY EPOXY COATED
UNDER DOOR
EW, EF 6"
1'-2"
6"
THRESHOLD
CONT THRU BEAM
SITE PAVING
TFE
TSE
SLOPE 1/8":1'-0" MIN SEE PLAN
BEAM DIMENSIONS
1' 0"
3"CLR
TSE
8"
SEE PLAN FOR
8" TBE
CMU
1/R-03
4" VOID FORM
CIVIL PLAN
#4 VERT @ 12"OC TWE
SEE 1/S502 FOR ITEMS NOT NOTED
SEE PLAN
2'-2"
THUS: 2'-0" 2'-0"
3
3 - #5 CONT
SECTION 1" = 1'-0"
#4 @ 12"OC EPOXY COATED THUS: 2'-0"
#4 HORIZ @ 12"OC
STRIP FTG
7"
1'-0"
NO BRICK LEDGE AT
FDN WALL
'SIM' CONDITION
BOND BREAK
SEE PLAN
2'-0"
TSE
xCONT
Typ for Vert & Horiz?
TFE
1'-0 1/4"
STEP TYP BLDG
1" lap?
8"
W/ (2) #5 CONT
(16) - #10
LAP
EW, EF
1' 0"
1'-8"x12" DEEP
#5 AT 12" OC
2' 6"
#4 @ 12"OC
3"CLR
SLAB, SEE
FOUNDATION TO
TFE
MATCH STOOP
SEE PLAN
FTG ELEVATION
DWLS TO
3"
9
LAP VERT
FOR MIDDLE 1/3 OF SPAN)
REINF
SECTION
#5@12" OC
6
1" = 1'-0"
EW, EF
TYPICAL EXTERIOR STOOP 3/4" = 1'-0"
CLR
1' 0"
SEE PLAN
MATCH &
(INCREASE SPACING TO 18" OC
3"CLR
(4) - #5 CONT TFE
#4 TIE SETS AT 12" OC TYP
TFE
3'-6"
12
SECTION
3 - #5 CONT
SEE PLAN
1" = 1'-0"
2
NO BRICK LEDGE AT VERT REINF TO RUN
7"
1'-0"
'SIM' CONDITION BOND BREAK
TSE
TSE SEE PLAN FOR BEAM DIMENSIONS
8"
BREAK
TSE
8"
BOND BREAK
7"
BOND
8"
SEE 6/S502
8"
1" INSULATION SEE ARCH 9"? Confirm additional 1" for insulation
1" = 1'-0"
1'-4"
CONT THRU BEAM
STOOP SLAB
SECTION
TSE TBE
2/R-03 NO BRICK LEDGE AT SEE 2/S502 FOR ITEMS
#4 CONT
Typ for Vert & Horiz?
(EPOXY COATED)
'SIM' CONDITION
NOT NOTED #5@12" OC
typ clr?
EW, EF
#4 @ 12" OC
#5@12" OC 2'-0"
6"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
EW, EF
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
EPOXY COATED CONT TFE
TFE
6"
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
TFE
3"
1/R-03
1'-3"
#4 TIE SETS AT 12" OC TYP
1' 0"
SEE 1/S502
6"
TFE
CLR
(16) - #10
1' 0"
2'-0"
FDN WALL
3"CLR
THUS: 2'-0"
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
FOR MIDDLE 1/3 OF SPAN)
3"CLR
(INCREASE SPACING TO 18" OC 3'-0"
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
3 - #5 CONT 2'-3"
3 - #5 CONT
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
11
SECTION
8
3/4" = 1'-0"
SECTION 1" = 1'-0"
5
SECTION 1" = 1'-0"
1
SECTION REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
1" = 1'-0"
UNLESS NOTED OTHERWISE
4002 Industrial Blvd.
Circle City Rebar LLC
Indianapolis, IN 46254 Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future"
NOTE: FIX BLACK-OUTS
TITLE
FOUNDATION DETAILS
ARCHITECT/ HGA ENGINEER PROJECT LOCATION CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-03
PLAN LOCATION: TYP LABEL
1
2
1.2
3
5
4
6
RQ PL 21
7
24'-0"
30'-0"
30'-0"
30'-0"
22
FTG
5
6 4-06
2x 5
HOF 1#5 14-06 @12"
6 5-00
HOF 3#5 9-03 @12"
HOF 1#5 26-00
HORZ 3#5 30-02 @12"
2x
HOF 3#5 5-07 @12"
8
FTG
7
7 6-00
BEW
4x
8
DEF 2x16#5 5A18 @12" DEF 2x20#5 5A20 @12" DEF 2x5#5 5A20 @12"
DEF 2x4#5 5A21 @12" DEF 2x16#5 5A18 @12"
DEF 2x11#5 5A19 @12" CONT 16#10 32-00 TIE 26#4 4A14 TIE 26#4 4A17
DEF 2x11#5 5A19 @12"
HIF 4#5 17-02 @12"
SLB 5#4 4A24 SLB 5#4 4A25 Epx
HIF 1#5 8-05 @12"
HIF 4#5 30-00 @12"
HIF 5#5 30-00 @12"
7
HIF 4#5 5-07 @12"
4
1/2 EW T&B 4A2
@48" 1/2 EW T&B
PIER
20 3x
TIE
@48"
7 7-00
SECTION: DWL
HIF 3#5 12-00 @12"
1/2 EW T&B 5A1
FTG 7 7-00 4
2x
TIE TIE
5
Cross Ref.: F76
STANDEE
DOF 5#5 5A21 @12" DIF 5#5 5A18 @12"
8 10-06 9
SECTION: 2x 7
TEW
DEF 2x5#5 5A20 @12"
TIE 26#4 4A16
97'-0"TFE
DWL 26#5 5A18 @12"
FTG
11
STANDEE
BEW
1/2 EW
Cross Ref.: F11
SECTION:
HOF 4#5 27-00 @12"
1/2 EW
Cross Ref.: F66
BEW
HOF 1#5 11-01 @12"
97'-0"TFE
FTG
6
SECTION:
HOF 3#5 30-00 @12"
1/2 EW
Cross Ref.: F56
SECTION: BEW
PLACING NOTES
Cross Ref.: F5 2x
1'-10"
10'-8 3/ 4"
SIZE LENGTH BARMARK
SECTION: BEW
9'-0"
QTY
8
8A28
5 5
4 4
4A29 4A30
5
4
4A31
HIF 4#5 24-03 @12"
2'-0"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@12" TIE 2x5#4 4A12 4@3", B@12"
CONT 2#5 33-00
CONT 3#5 22-00 CONT 3#5 13-06 3 Runs , Lap 2-07
6" STEP 3#5 5A3
6" STEP 3#5 5A3 DWL 12#8 8A13 TIE 5#4 4A14 TIE 2x5#4 4A16
Each run consisting of: CONT 1#5 30-00
CONT 3#5 16-00
1#5 10-00
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@12"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@12"
TIE 2x5#4 4A12 4@3", B@12"
TIE 2x5#4 4A12 4@3", B@12" CONT 3#5 6-06
DWL 20#9 9A6 TIE 5#4 4A7 TIE 3x5#4 4A8 TIE 5#4 4A9
A
A ELEVATIONS R-04
B
C
D
D
E
CONT 16#10 32-00 TIE 26#4 4A14 TIE 26#4 4A17 TIE 26#4 4A16
3 Runs , Lap 2-07 Each run consisting of: CONT 1#5 30-00
DWL 20#9 9A6
SLB 13#4 4A24
TIE 5#4 4A7 TIE 3x5#4 4A8 TIE 5#4 4A9
HORZ 3#5 32-11 @12"
SLB 13#4 4A25 Epx HORZ 1#5 11-02 @12"
HORZ 1#5 20-02 @12" DWL 22#5 5A18 @12"
CONT 2#5 13-06
CONT 3#5 13-06
1#5 24-08 DOF 58#5 5A21 @12" DIF 58#5 5A18 @12"
HOF 1#5 30-00 1#5 11-05 1 Runs @12", Lap 3-05 Each run consisting of: HIF 1#5 30-00 1#5 12-01
4 Runs @12", Lap 3-05 Each run consisting of: HIF 3#5 30-00 1#5 11-02
DEF 2x4#5 5A22 @12"
3 Runs , Lap 2-07 Each run consisting of: CONT 1#5 30-00
1 Runs @12", Lap 3-05 Each run consisting of:
3 Runs @12", Lap 3-05 Each run consisting of: HOF 3#5 30-00 1#5 10-06
CONT 2#5 21-06
CONT 2#5 12-00
DIF 5#5 5A20 @12" DOF 5#5 5A22 @12"
DWL 6#5 5A19 @12"
CONT 2#5 11-09 1'-6" STEP 2#5 5A4
CONT 2#5 12-00
HORIZ 4#5 4-03 @12"
DWL 6#5 5A18 @12" HORIZ 4#5 4-03 @12"
CONT 2#5 11-09
DEF 2x6#5 5A19 @12"
1#5 17-09 C ELEVATIONS R-04
DIF 20#5 5A20 @12" DOF 20#5 5A22 @12"
D ELEVATIONS R-04
E ELEVATIONS R-04
DIF 11#5 5A19 @12" DOF 11#5 5A23 @12"
DWL 12#8 8A13 TIE 5#4 4A14 TIE 2x5#4 4A16
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
B ELEVATIONS R-04
E
F
G
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
H
I
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
HOF 3#5 3-07 @12"
HOF 3#5 3-07 @12"
HOF 3#5 2-11 @12"
HOF 3#5 2-11 @12"
HIF 4#5 3-07 @12"
HIF 4#5 3-07 @12"
HIF 4#5 2-11 @12"
HIF 4#5 2-11 @12"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16" HOF 3#5 19-07 @12"
J
J
K
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16" HORZ 3#5 33-02 @12" HORZ 1#5 20-04 @12"
HOF 3#5 11-07 @12"
HORZ 4#5 16-04 @12"
HIF 4#5 11-07 @12"
HIF 4#5 19-07 @12"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY. 2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16" TIE 2x5#4 4A12 4@3", B@16"
CONT 2#5 11-09 2' STEP 2#5 5A5
CONT 3#5 17-02
4 Runs @12", Lap 3-05 Each run consisting of: HORZ 3#5 30-00 1#5 25-05
SLB 12#4 4A24 @12" SLB 12#4 4A25 Epx
2' STEP 2#5 5A5
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
DWL 18#5 5A18 @12"
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
G ELEVATIONS R-04
CONT 2#5 11-09 HORZ 3#5 11-00 @12"
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
3 Runs , Lap 2-07 Each run consisting of: 2#5 30-00 1#5 29-06
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
4002 Industrial Blvd.
Circle City Rebar LLC
Indianapolis, IN 46254 Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER PROJECT
DWL 7#5 5A18 @12"
DWL 7#5 5A18 @12"
DWL 27#5 5A18 @12"
DWL 27#5 5A18 @12"
DWL 15#5 5A18 @12"
DWL 19#5 5A18 @12"
LOCATION
DWL 7#5 5A18 @12"
DOF 4#5 5A21 @12" DIF 4#5 5A18 @12" F ELEVATIONS R-04
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DEF 2x12#5 5A21 @12" DOF 4#5 5A21 @12" DIF 4#5 5A18 @12"
CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
BROWNSBURG, IN
DATE
CCR3926
DATE
6.27.16
DWG #
R-04
5
5
4
4
3
1
2
CONT 16#10 35-00 TIE 28#4 4A14 DWL 8#9 9A10 HOF 3#5 10-07 @12" HORZ 4#5 14-06 @12"
1 Runs @12", Lap 2-07
TIE 5#4 4A11 4@3", B@16"
Each run consisting of:
TIE 2x5#4 4A12 4@3", B@16"
HIF 4#5 9-11 @12"
3#5 30-00
DWL 8#9 9A10
DWL 20#9 9A6
TIE 28#4 4A17
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A7
TIE 28#4 4A16
TIE 2x5#4 4A12 4@3", B@16"
TIE 3x5#4 4A8
HIF 1#5 5-04 @12" HIF 1#5 1-00 @12"
TIE 5#4 4A9
1#5 11-05
DOF 67#5 5A21 @12" DIF 66#5 5A18 @12"
DWL 16#5 5A18 @12" CONT 3#5 11-06
CONT 3#5 15-03
6" STEP 3#5 5A3
3 Runs , Lap 2-07
3 Runs @12", Lap 2-07
DIF 5#5 5A20 @12"
DIF 11#5 5A19 @12"
Each run consisting of:
DOF 5#5 5A22 @12"
DOF 11#5 5A23 @12"
Each run consisting of: CONT 2#5 30-00 H ELEVATIONS R-05
J ELEVATIONS R-05
DWL 12#8 8A13
HOF 3#5 30-00 1#5 27-05
1#5 10-07 3 Runs @12", Lap 2-07
TIE 5#4 4A14
1 Runs @12", Lap 2-07
K ELEVATIONS R-05
TIE 2x5#4 4A16 DIF 11#5 5A19 @12" DOF 11#5 5A23 @12"
Each run consisting of: HOF 1#5 30-00
Each run consisting of:
3 Runs , Lap 2-07
1#5 16-08 1 Runs @12", Lap 2-07
HIF 3#5 30-00 1#5 26-01
Each run consisting of: CONT 1#5 30-00
Each run consisting of:
DIF 23#5 5A20 @12"
1#5 17-10
HIF 1#5 30-00
DOF 23#5 5A22 @12"
1#5 16-00
I
J
H
K
E
F
G
D
CONT 16#10 32-00 TIE 26#4 4A14 TIE 26#4 4A17 TIE 26#4 4A16
6" STEP 3#5 5A3 DIF 11#5 5A19 @12"
6" STEP 3#5 5A3
DWL 8#9 9A10
DOF 11#5 5A23 @12"
TIE 5#4 4A11 4@3", B@16"
DIF 23#5 5A20 @12"
TIE 2x5#4 4A12 4@3", B@16"
DOF 113#5 5A21 @12" DIF 113#5 5A18 @12"
6" STEP 3#5 5A3 3 Runs , Lap 2-07
3 Runs , Lap 2-07
3 Runs , Lap 2-07
Each run consisting of:
Each run consisting of:
CONT 1#5 30-00
CONT 1#5 30-00
1#5 20-07
1#5 22-07
Each run consisting of: CONT 3#5 30-00 1#5 29-06
DOF 23#5 5A22 @12" DWL 20#9 9A6
DIF 49#5 5A18 @12"
TIE 5#4 4A7
DOF 49#5 5A21 @12"
TIE 3x5#4 4A8
DWL 12#8 8A13
DWL 8#9 9A10
DWL 8#9 9A10
DWL 8#9 9A10
DWL 8#9 9A10
TIE 5#4 4A14
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 2x5#4 4A16
TIE 2x5#4 4A12 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
TIE 5#4 4A9 L ELEVATIONS R-05
D
C
B
A
1 Runs @12", Lap 2-07 Each run consisting of: HEF 2#5 30-00 1#5 29-07
2 x 3 Runs @12", Lap 2-07 DEF 2x86#5 5A18 @12"
Each run consisting of: HEF 2#5 30-00 1#5 35-10
DWL 8#9 9A10 TIE 5#4 4A11 4@3", B@16"
DWL 8#9 9A10
TIE 5#4 4A11 4@3", B@16"
TIE 5#4 4A11 4@3", B@16"
TIE 2x5#4 4A12 4@3", B@16"
CONT 2#5 6-06
DWL 6#4 4A26 @12"
DWL 6#4 4A26 @12"
DWL 15#4 4A26 @12"
DWL 13#4 4A26 @12"
VERT 6#4 2-10 @12"
VERT 6#4 2-10 @12"
VERT 15#4 2-10 @12"
VERT 13#4 2-10 @12"
HORIZ 4#4 4-08 @12" CB 4#4 4A27 @12" SLB DWL 6#4 4A25 Epx @12"
DWL 8#9 9A10
TIE 2x5#4 4A12 4@3", B@16"
CONT 2#5 5-00
CONT 2#5 16-00
HORIZ 4#4 5-08 @12" SLB DWL 6#4 4A25 Epx @12"
CONT 2#5 12-08
HORIZ 4#4 15-02 @12" SLB DWL 15#4 4A25 Epx @12"
HORIZ 4#4 11-10 @12" SLB DWL 13#4 4A25 Epx @12"
TIE 2x5#4 4A12 4@3", B@16" DIF 8#5 5A18 @12"
2 x 3 Runs , Lap 2-07
DOF 8#5 5A21 @12"
Each run consisting of: CONT 3#5 30-00
SLB DWL 8#4 4A25 Epx @12" CONT 1#4 6-00 Epx
BAR SIZE
EP
BND
MARK
ELEVATIONS X 7 LOCATIONS N R-05
1#5 12-00
M ELEVATIONS R-05
BENDING DIMENSIONS
V
TYP
CD
A
B
C
D
E
F/R
BAR G
H
J
K
O
SIZE
EP
BND
MARK
ELEVATIONS X 2 LOCATIONS P R-05
BENDING DIMENSIONS
V
TYP
CD
A
B
C
D
E
F/R
ELEVATIONS R R-05
2 G
H
J
K
3
O
O A
9
9A6
2
1-07
4-101
4
4A8
T1
0-042
0-102
2-03
0-102
2-03
J C
A
0-042
9A10
2
1-07
2-112
4
4A9
T1
0-042
4-07
0-11
4-07
0-11
0-042
E
B
17
25
G
H
8A13
2
1-04
4-101
4
8
8A28
2
1-04
1-04
4
1-06
2-092
5
5A1
25
0-10
2-092
1-06
2-07
2-01
4
4A11 4A12 4A14
T1
0-042
T9
1-09
0-042
T1
0-042
1-09
1-09
1-09
1-09
2-03
0-042
B
D
D
2-03
2-03
2-03
0-042
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
B K
B
T1
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
H
F
C
C
0-042
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
D
E
8
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
F
B
G
K
9
ELEVATIONS S R-05
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
T9
G A
5
5A3
3
2-07
1-012
2-07
0-06
1-00
6-02
4
4A16
T1
0-042
0-11
2-03
0-11
2-03
0-042
C E
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
G
A B
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
D
5 5 5 5
5A4
3
5A18
2-07 2
5A19
2
5A20
0-10 0-10
2
0-10
3-041
2-07
1-06
3-00
8-02
3-07
4 4
5-101
4
4-01
4
4A17
T1
4A25
0-042
2-03
17
4A26
2
4A27
2
0-08
2-00 0-08 0-08
2-03
0-08
0-042
UNLESS NOTED OTHERWISE
2-00
1-09
5A21
2
0-10
2-11
4
4A29
T1
5
5A22
2
0-10
3-05
4
4A30
T1
0-042 0-042
Phone 317-917-8566
4-01
1-11
4-06
1-11
0-102
1-11
0-102
4-06 1-11
0-042
5A23
2
0-10
5-021
4
4A31
T1
0-042
4-06
0-093
PROJECT
0-042
4-06
0-093
0-042 CUSTOMER
4 4
4A2 4A7
25 T1
1-06 0-042
0-10
2-03
0-10
4-07
0-10
2-03
1-06
4-07
0-092 0-042
0-06
Fax 317-917-8729
FOUNDATIONS
ARCHITECT/ HGA ENGINEER
LOCATION
5
Indianapolis, IN 46254
"Reinforcing The Future" TITLE
5
4002 Industrial Blvd.
Circle City Rebar LLC
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-05
SEE PLAN CORNER BAR
STEEL COL, SEE SCHED
SLAB BLOCKOUT
BASE PL, ANC BOLTS
CONSTRUCTION JT
AND WASHERS, SEE SCHED
AND BOND BREAKER
1 1/2" UNO GROUT
SLAB ON GRADE
UNDER PL
SEE PLAN
SEE PLAN FOR SLAB THICKNESS
2D
SEE PLAN
SEE PLAN
SEE PLAN
D
SEE 12/S500
1 1
TSE
SEE
1 DIAMOND PLATE
SEE PLAN
PLAN
1
POCKET FORMER 2D
EFFECTIVE
DOWEL
2D
POUR SLAB AROUND
PIER SEE
BLOCKOUT, TYP
TFE
SCHED
CJ
SEE PLAN
SEE
CORNER CONDITION
SEE PLAN POCKET FORMER
TYP
3"CLR
SEE PLAN & SCHED
1/4"x4 1/2"x4 1/2" @ 18" OC
SHRINKAGE
PLAN VIEW OF PLATE DOWEL
FOR FTG SIZE & REINF 1' 5"
SEE PLAN
PLAN
SEE
DIAMOND PLATE
TO ALLOW
SEE PLAN
A
PLAN
8
TYPICAL INTERIOR COLUMN FOOTING
TYPICAL SMALL STEP IN SLAB ON GRADE
4
EFFECTIVE PIER SEE SCHED BASE PL, ANC BOLTS AND WASHERS
STEEL COL
SLAB ON GRADE
SEE SCHED
SEE PLAN
SAWCUT AFTER ADJACENT SLAB
1/8" SAWCUT
IS POURED. (24 HOURS MAX AFTER POUR). FILL WITH SPECIFIED
SEE SCHED
SEALENT AT EXPOSED JOINT.
D/ 4
B
EXTERIOR CONDITION
SLAB BLOCKOUT
1 1/2" GROUT UNDER PL CJ AND BOND
1. SEE COLUMN/PIER SCHEDULE FOR SIZE AND REINFORCEMENT OF COLUMN/PIERS.
D
SLAB ON GRADE
NOTES:
SEE PLAN
2. CENTER CAGE ON GRID INTERSECTIONS.
2D
BREAKER TSE SEE PLAN
1 2
TPE SEE PLAN
11
POUR SLAB AROUND
6"
TYPICAL COLUMN OR PIER/WALL INTERSECTIONS
POCKET FORMER
BLOCKOUT, TYP
MIN
3/4" = 1'-0"
2D
DIAMOND PL DWL
2D
SEE SCHED FOR CJ
PIER SIZE & REINF
SEE PLAN & SCHED FOR FTG SIZE & REINF C LCOL
CIRCULAR CONSTRUCTION
POCKET FORMER
JT OPTIONAL. PROVIDE
TFE
CIRCULAR JT AT COL CONDITIONS
SEE PLAN
6" MIN
1/4"x4 1/2"x4 1/2" @ 18" OC
SHRINKAGE
WHERE FLOOR JT RUNS ONLY IN ONE DIRECTION
DIAMOND PL
TO ALLOW
SLAB BLOCKOUT PLAN VIEW OF PLATE DOWEL 7
5
3 3/2
5 6"
1 95 /25 6"
C LCOL
CONTRUCTION OR CONTROL JT
7
TYPICAL INTERIOR COLUMN PIER AND FOOTING
3
TYPICAL CONSTRUCTION JOINT - SLAB ON GRADE
SLEEVE THROUGH WALL MIN
85/256"
(AS SOON AS POSSIBLE
2" LARGER DIA THAN PIPE PL BELOW
WIDE FLG OR TUBE COL
AFTER POUR - 24 HOURS MAX)
SEE PLAN FOR LOCATIONS
LINE OF COL BASE SEE TYP STEPPED
SEE PLAN OR SCHED
1/8" SAWCUT
SLAB ON GRADE
6" MIN
INSULATE AROUND PIPE
SEE PLAN
FILL WITH SPECIFIED SEALANT AT EXPOSED JOINT
TYPICAL SLAB ON GRADE BLOCKOUT AT STEEL COLUMNS
R CL 3" P TY
10
MI N
6"
D
D
D/ 4
FTG DETAIL
REINF TO LAP AND MATCH WITH FTG REINF
T
6
2
TYPICAL SAW CUT CONTROL JOINT - SLAB ON GRADE
TYPICAL UTILITY OPENING THROUGH WALL
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY.
SLAB ON GRADE
CMU NON-BEARING WALL
2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
SEE PLAN
SEE ARCH FOR LOCATION
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES.
SEE PLAN FOR FTG
2S
STEP LOCATIONS SLAB ON GRADE SEE PLAN
4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION.
NOTE: 2'-8" MAX FOR
S
6" UNDERFLOOR
UVB-3
2D
D
5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED.
CMU WALLS
1
1
MATERIALS
(AT INTERIOR
THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY
LOCATIONS) 1 (2) #5 CONT
2
MATCH WITH FTG REINF
REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60
SUBGRADE
UNLESS NOTED OTHERWISE
MATERIALS, PLACEMENT AND COMPACTION SHALL
9
5
TYPICAL STEPPED FOOTING
1
Indianapolis, IN 46254 Phone 317-917-8566
COMPLY WITH CIVIL SPECIFICATIONS
Fax 317-917-8729
"Reinforcing The Future" TITLE
TYPICAL THICKENED SLAB ON GRADE
4002 Industrial Blvd.
Circle City Rebar LLC
NOTE:
TYP
REINF TO LAP AND
3"CLR
2T
(16" MIN)
COMPACTED
D
D
3"CLR
2
TYPICAL SLAB ON GRADE
FOUNDATION DETAILS
ARCHITECT/ HGA ENGINEER PROJECT LOCATION CUSTOMER
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.27.16
DWG #
R-06
BAR
2x2#6 6-00
@32"
CORN
10#6 6-00
4x29#5 5A32
CB 2x4#5 5A33 @12"
EP
BND
MARK
BENDING DIMENSIONS
V
TYP
CD
A
B
C
7
7A35
2
1-02
3-053
5
5A32
2
0-10
3-061
5
5A33
17
4
4A11
4
T1
4A12
4
0-042
T9
4A36
3-05
T1
1-09
0-042 0-042
D
E
F/R
H
J
K
O
3-05 1-09
1-09
1-09
0-042
1-09
1-09
G
0-042
1-09
1-09
1-09
0-042 2 A
G
HEF 4x4#5 27-08 @12"
B
DEF
CORN
B R-07
@12"
2x2#6 6-00
SIZE
CB 2x4#5 5A33 @12"
17 B
D
C
CONT 2x4#5 30-00
B
T1
ELEVATIONS X 2 LOCATIONS A R-07
G A
C E
A R-07
B R-07
TWE 100'-0" TYP
12 R-03
@32"
4 - #4 TIES, EPOXY COATED 4 - #6 VERT, EPOXY-COATED LANDSCAPING CONC FDN WALL
OR SITE PAVING
(OMIT AT 'SIM')
20'-0 1/2 "
1' 4"
ELEVATIONS X 2 LOCATIONS A R-07
CONT 2x4#5 22-00 TWE 109'-0"
B
6'-8" V.I.F.
TFE 97'-0" TYP
G
A
HEF 4x4#5 19-08 @12"
DEF
TYP
T9
10#6 6-00
@12"
A R-07
4x21#5 5A32
18' 10" V. I . F.
28' 01/ 2"
D
TYP 3"
1' 6"EMBED
TPE
DRILL AND ADHESIVE ANCHOR INTO CONC (6" EMBED) 24"x24" CONC PIER 9" (8) #7 VERT
TYP TFE
W/ 4 SETS @ 4" OC AT TOP OF PIER (3 TIES/SET,SEE S003
1' 0"
#4 TIES @ 12" OC
(4)-#5 EA WAY
8 S501
CB 2x4#5 5A33 @12"
2#6 6-00
3'-6"
NOTE: 1.GATE FRAMING MUST BE BRACED UNTIL CONCRETE PIER CAP HAS BEEN CONSTRUCTED AND BACKFILL HAS BEEN COMPLETED.
CORN
7#6 6-00 @32"
D R-07
2x22#5 5A32 @12"
CIVIL PLANS
1
SECTION 3/4" = 1'-0"
HEF 2x4#5 20-08 @12"
DEF
SLAB, SEE
CORN
BEW 2x4#5 3-00 1/2 EW VERT 8#7 7A35 TIE 5#4 4A11 4@4",B@12" TIE 2x6#4 4A12 4@4",B@12" VERT 4#6 1-08 Epx @ CAP EMBED 6" TIE 4#4 4A36 Epx @ CAP
2#6 6-00
FOR TIE LAYOUT)
CB 2x4#5 5A33 @12"
1. REINFORCING STEEL PLACING PLAN & DETAILS ONLY. 2. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.
8 S501 8 S501
OPP
BEW 2x4#5 3-00 1/2 EW VERT 8#7 7A35 TIE 5#4 4A11 4@4",B@12" TIE 2x6#4 4A12 4@4",B@12" VERT 4#6 1-08 Epx @ CAP EMBED 6" TIE 4#4 4A36 Epx @ CAP
12 S502 D R-07
@32"
TYP
3#6 6-00
CONT 4#5 23-00
@12"
3. ANY ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES. 4. ELEVATIONS OR DIMENSIONS SHOWN ON THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION. 5. DIMENSIONS NOT SHOWN ON THE CONTRACT DOCUMENTS HAVE BEEN SCALED. THIS DRAWING TO BE USED FOR REBAR PLACEMENT ONLY REINFORCING STEEL IS UNCOATED ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE
Phone 317-917-8566 Fax 317-917-8729
"Reinforcing The Future" TITLE
FOUNDATIONS
ARCHITECT/ HGA ENGINEER
TYP
PROJECT LOCATION
TFE 97'-0" TYP
Indianapolis, IN 46254
HEF 4x4#5 9-08 @12"
TWE 100'-0"
TWE 106'-0" TYP
4002 Industrial Blvd.
Circle City Rebar LLC
DEF
SIM
C R-07
4x11#5 5A32
BEW 2x4#5 3-00 1/2 EW VERT 8#7 7A35 TIE 5#4 4A11 4@4",B@12" TIE 2x6#4 4A12 4@4",B@12" VERT 4#6 1-08 Epx @ CAP EMBED 6" TIE 4#4 4A36 Epx @ CAP
CUSTOMER
CONT 2x4#5 12-00
FOR APPROVAL
DRAWN BY
0 REV
BROWNSBURG, IN GARMONG CONSTUCTION SERVICES MG
CHECKED BY
BW
JOB #
APPROVAL REVISION DESCRIPTION
ST. VINCENT BROWNSBURG AMBULATORY CENTER
DATE
CCR3926
DATE
6.28.16
DWG #
R-07
