HomeMy WebLinkAboutS-300-TYPICAL-FOUNDATION-DETAILS-Rev.7TYPICAL SLAB ON GRADE DETAILS
CONSTRUCTION JOINT CONTROL JOINT
METAL KEYWAY BY FORM-A-KEY
PRODUCTS OR EQUAL (INTERRUPT
MESH AT JOINT)
SAWCUT (GREATER OF 1" AND
1/4 OF SLAB DEPTH) WITHIN 12
HOURS OF POUR (DO NOT
INTERRUPT MESH)
SEE PLAN FOR
SLAB THICKNESS
6"
NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS
SHALL CREATE PANELS OF 225 SQ. FEET
(MAXIMUM), WITH PANEL ASPECT RATIOS NO
GREATER THAN 1.5 TO 1.
3
1
/
4
"2"(TYP.)TYPICAL ISOLATION JOINT DETAILS
CORNER COLUMN EXTERIOR COLUMNINTERIOR COLUMN
P/C COL. OR PIER (TYP.)
SLAB CONTROL & CONSTRUCTION
JOINT PATTERN (SEE TYP. SLAB
ON GRADE DETAILS)
PAPER JOINT PAPER JOINT
PROVIDE 1/4"
PREMOLDED FILLER
PROVIDE 1/4"
PREMOLDED FILLER
PLAN
SEE
PLAN
SEE
2" TYP.2" TYP.2" TYP.TYPICAL CHANGE IN SLAB ELEVATION DETAIL 8"16" 8" TO 2'-0"(MAX.)12"
#4 @ 12"
#4 @ 16"
SEE PLAN FOR
SLAB THICKNESS
2
1
SEE PLAN FOR
SLAB THICKNESS#4 @ 12"
FIN. FLR. EL.
(SEE PLAN).
. ..
..FIN. FLR. EL.
(SEE PLAN)
TYPICAL DEPRESSED SLAB DETAIL
1'-0"
SEE PLAN FOR SLAB
THICKNESS (TYPICAL)
8" MAX.
SEE PLAN FOR
ACTUAL DEPRESSION
FIN. FLR. EL.
(SEE PLAN)
6"
..TYPICAL THICKENED SLAB-ON-GRADE DETAIL @ STAIR
(2) #5 CONT.8"SEE PLAN FORSLAB THICKNESS3" CLR.STAIR STRINGER &
CONNECTION TO SLAB
(SEE STAIR MFR. DWGS.)
(SEE ARCH. DWGS. FOR LOCATIONS, COORD. w/ STAIR MFR.)
1
1
2'-0"
.
.
.
FIN. FLR. EL.
(SEE PLAN)
TYPICAL SUMP DETAIL @ SIDE WALL
TYPICAL
#4 @ 12"
E.W., T&B
SEE TYPICAL ELEVATOR PIT
DETAIL FOR INFO. NOT SHOWN
#4 @ 12"
#4 @ 12"
*
* COORD. DIMENSIONS w/
PLUMBING/ARCH. DWGS.
TYPICAL
3 SIDES 1'-0"*1'-0"1'-0" 1'-0" 1'-0" 6" . . . .
.
.
.
.
PIT EL.
(SEE PLAN)
PIT EL.
(SEE PLAN)
TYPICAL SUMP DETAIL at CENTER OF PIT
*
1'-0"6" 1'-0"*1'-0"TYPICAL
(4) SIDES
#4 @ 12" E.W.T.
#4 @ 12"
E.W., T&B
* COORD. DIMENSIONS w/
PLUMBING/ARCH. DWGS.
#4 @ 12"
E.W.B.
.
.
.
..
1'-6"
SEE TYPICAL ELEVATOR PIT
DETAIL FOR INFO. NOT SHOWN
CONC. FOUNDATION
WALL, REINFORCING &
DOWELS NOT SHOWN
TYPICAL DETAIL FOR UTILITIES
RUNNING BELOW FOOTINGS (DETAIL ELEVATION)
1
1 1
1
MIN. 2" RIGID INSULATION
ALL AROUND
(3) #4
#4 S.W.B.
EACH SIDE
(3) #4 U.N.O.12" THK. FTG.2'-0' MIN. AS REQ'D. 2'-0' MIN.3" MIN.ADJACENT TO FOOTINGS
TYPICAL DETAIL FOR UTILITIES
1
1
LINE
UTILITY PROVIDE AS REQ'D.PER PROXIMITY &ELEVATION OF UTILITYFINISH GRADE
SEE PLAN/SCHEDULE FOR
FOOTING SIZE, REINF. & EL.
CONC. FOUNDATION WALL
(TYP. WALL REINFORCING
& DOWELS NOT SHOWN
FOR CLARITY)
3'-0"
SLAB ON GRADE
P/C CONC. WALL
FIN. GRADE
(SEE CIVIL
DWGS.)
SEE PLAN/SCHEDULE
FOR FOOTING SIZE,
REINF. & EL.
EMBED ™
PROVIDED BY P/C
SUPPLIER
ERECTOR NOTE:
COAT ENTIRE CONNECTION
w/ ASPHALTIC MASTIC
TYPICAL PRECAST UPLIFT CONNECTION
(SEE PRECAST SUBMITTAL DRAWINGS FOR NUMBER OF PLATES, GROUTING, WELDED & LOCATIONS, ETC.)
SLAB ON GRADE
P/C CONC. WALL
FIN. GRADE
(SEE CIVIL DWGS.)
SEE PLAN/SCHEDULE
FOR FOOTING SIZE,
REINF. & EL.
EMBED ™
PROVIDED BY P/C
SUPPLIER
ERECTOR NOTE:
COAT ENTIRE CONNECTION
w/ ASPHALTIC MASTIC
TYPICAL PRECAST INTERMEDIATE PANEL CONNECTION
(SEE PRECAST SUBMITTAL DRAWINGS FOR NUMBER OF PLATES, GROUTING, WELDING, & LOCATIONS, ETC.)
SLAB ON GRADE
P/C CONC. COLUMN
SEE PLAN/SCHEDULE
FOR FOOTING SIZE,
REINF. & EL.
TYPICAL PRECAST COLUMN CONNECTION
(SEE PRECAST SUBMITTAL DRAWINGS FOR NUMBER OF ANCHOR RODS & LOCATIONS)
1"Ø x 1'-10" ANCHOR ROD w/ NUTS (M440)
PROVIDED BY PRECAST SUPPLIER
3 ADDL. TIES WITHIN
5" OF TOP OF FTG.
5"
TYPICAL ISOLATION JOINT DETAILS
CORNER COLUMN EXTERIOR COLUMNINTERIOR COLUMN
PIER
PIER
PAPER JOINT PAPER JOINT
COLUMN
SEE
PLAN
SEE
PLANTYP.2"TYP.2"TYP.SLAB CONTROL & CONSTRUCTION
JOINT PATTERN (SEE TYP. SLAB
ON GRADE DETAILS)
PROVIDE 1/4"
PREMOLDED FILLER
PROVIDE 1/4"
PREMOLDED FILLER
..
...2"TYPICAL COLUMN FOOTING WITHOUT PIER
® COLUMN & FOOTING
ISOLATION JOINT
ANCHOR ™ 3/8x4xLENGTH
(TO MATCH BASE ™ DIMENSION)
WHERE NORMAL EMBEDMENT IS NOT
POSSIBLE
THREADED ANCHOR RODS w/
NUT & ™ WASHER,
12Ø MIN. EMBEDMENT
(TO TOP OF NUT)
3" CLR.
4" TO
BOTT. OF NUT3"
3"
SEE PLAN/SCHEDULE FOR
FOOTING SIZE, REINF. & EL.
ENCASE STEEL w/ MIN. 3" OF
CONC., SAME STRENGTH AS SLAB,
AFTER STEEL IS ERECTED
FIN. FLR. EL.
(SEE PLAN)
1" TO BOTTOM
OF BASE ™3/4" GROUT
1/4" LEVELING ™.....1'-0"U.N.O.(TUBE, PIPE COLUMN)
TYPICAL STEPPED FOOTING DETAIL 4'-0"1'-0"SHIMS & GROUT1" ALLOWANCE FORWALL PANEL
CONT. REINF.
REINF. BARS: SAME NUMBER
& SIZE AS CONT. REINF.2"
3'-0"
CONT. REINF. SHIMS & GROUT1" ALLOWANCE FORSTEP LOCATION
® PANEL JOINT
1
1 SEE PLAN (MAX. 4'-0 )1
2
SEE SCHEDULELAP LENGTH
SEE TABLE FOR
PVC SLEEVE AS
REQUIRED
BAR SIZE & NUMBER x 5'-0"
TO MATCH FOOTING
REINFORCING
SEE WALL FOOTING
SCHEDULE FOR
REINFORCING
2'-0".6" MINTYPICAL SLEEVE DETAIL AT WALL FOOTING
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
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EG
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SHEET TITLE
SHEET NUMBER
KITE Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'Donnell & Naccarato
Structural Engineer
Civil Engineer
Mechanical / Plumbing Design/Builder
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
1717 E. 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
DEEM LLC
6831 E 32nd Street
Indianapolis, Indiana 46226
KEY PLAN
B
A
HOTEL
PROJECT NO.
SHEET ISSUE
SEAL | DATE
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
TRAINING
CENTER
1717 EAST 116TH STREET | SUITE 200 | CARMEL, IN. 46032
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00
CD SET
12/17/21
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
F.A. Wilhelm Construction
3914 Prospect Street
Indianapolis, Indiana 46203
317-359-5411
Construction Manager
12/17/2021 10:43:55 AMS-300
TYPICAL
FOUNDATION
DETAILS
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
1 PERMIT SET 11/30/21
3 CD PERMIT 12/17/21
12/17/21
3
02/23/22