HomeMy WebLinkAboutS-300 - TYPICAL FOUNDATION DETAILSFIN. FLR. EL.
(SEE PLAN)
TYPICAL THICKENED SLAB
(2) #5 CONT.SEE PLAN FORSLAB THICKNESS3" CLR.(SEE ARCH. DWGS. FOR WALL LOCATIONS)
(FOR 8" OR 12" CMU NON-BRG. WALLS AT 12'-0" HIGH OR HIGHER)
1
1
.
2T
.
FIN. FLR. EL.
(SEE PLAN)T/2T
TYPICAL TURNED DOWN SLAB
SEE PLAN FOR
SLAB THICKNESS
FINISHED GRADE
#4 @ 12" CONT.#4 @ 24"2'-62'-6
3'-0" (MIN.)5"8"
FIN. FLR. EL.
(SEE PLAN)
TYPICAL SLAB ON GRADE
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
CORNER COLUMN EXTERIOR COLUMNINTERIOR COLUMN
SEE
PLAN
SEE
PLAN
2"TYP.2"TYP.2"TYP.SLAB CONTROL & CONSTRUCTION
JOINT PATTERN (SEE TYP. SLAB
ON GRADE DETAILS)
PAPER JOINT PAPER JOINT
CONC. COLUMN
PROVIDE 1/4"
PREMOLDED FILLER
PROVIDE 1/4"
PREMOLDED FILLER
.
2"1 3/4"
2"
.
TYPICAL CHANGE IN SLAB ELEVATION8"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
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)
TRENCH DRAIN IN SLAB ON GRADE
TYPICAL DETAIL
#4 @ 12"
#4 @ 12"
CONT. ž2x2x3/16
w/ 1/2"Ø x 5"
HEADED STUDS
@ 24" o/c
TRENCH COVER
SEE MEP. DWGS.
#4 CONT.
CONT. WATERSTOP
@ CONSTR. JOINTS
SEE ARCH. AND MECH. DWGS FOR TRENCH
DRAIN LOCATIONS & DIMENSIONS
8"
DWGS.
SEE MEP 8"8"4"
(TYP.)
2'-0"
.
.T8" (MIN.)1'-4" (MAX.)..1'-4"
2'-8"
T
8" (MIN.)1'-4" (MAX.).
.TTYPICAL STEPPED FOOTING
SIZE & NUMBER TO
MATCH FOOTING REINF.
OPTIONAL FOOTING
CONFIGURATION
CONCRETE FOOTING,
SEE PLAN/SCHEDULE
CONC. FOUNDATION
WALL (TYP. WALL
REINFORCING NOT
SHOWN FOR CLARITY)
SEE TYPICAL WALL
OPENING REINFORCING
DETAIL FOR MORE INFO.
2" RIGID INSULATION
COVER
NOTE:
DROP & STEP FTG. AS
REQ'D. FOR UTILITIES.
COORD. w/ M.E.P. FOR
ALL CONDITIONS.
TYPICAL DETAIL FOR UTILITIES
RUNNING THRU FOUNDATION
WALL
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"
TYPICAL ELEVATOR SILLTCONT. ž4x4x3/8
1/4 2@12
CONT. ™ 3/8x"T" w/
1/2"Øx0'-6" HEADED
STUD @ 12" o/c VERIFY w/ELEV. MFR.8 1/2"
1/4 2@12
2"
TYPICAL SUMP DETAIL @ SIDE WALL
SEE TYPICAL ELEVATOR PIT
DETAIL FOR INFO. NOT SHOWN
#4 @ 12"
*
* COORD. DIMENSIONS w/
PLUMBING/ARCH. DWGS.
1'-0" WALL . ..
PIT EL. OR T.O. FTG.
(SEE PLAN)*MIN SEE PLAN
ADD ADDITIONAL TOP
BARS THAT WOULD BE
CUT EACH SIDE OF PIT
MATCHING MAT
REINFORCEMENT EACH
WAY - EXTEND "Ld" PAST
EDGE OF PIT
#4 @ 12" EW
TYPICAL ELEVATOR PIT SECTION8"2 1/2"5'-0" (MIN.)(ELEVATOR MFR.TO VERIFY DEPTH)1
1
CONT. REINF.12" REINF.
CONC. WALL
#5 @ 12" o/c EW
ž4x4x3/8 CONT. w/ 3/4"Ø
ANCH. BOLTS @ 2'-0" o/c
PROVIDE DWLS. TO
MATCH VERT. REINF.
(TYP.) LAP LTS
T.O. SLAB
(SEE PLAN)..2'-0"
.
PIT EL. OR T.O. FTG.
(SEE PLAN)
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
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
450 East 96th Street, Suite 175
Indianapolis, IN 46240
317-580-0402
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
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.
450 EAST 96th STREET, SUITE 175, INDIANAPOLIS, IN 46240
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00
FOUNDATION PERMIT
07/08/2022
F.A. Wilhelm Construction
3914 Prospect Street
Indianapolis, Indiana 46203
317-359-5411
Construction Manager
Mechanical / Electrical/ Plumbing Engineer
CIRCLE DESIGN GROUP
9229 Delegates Row #150
Indianapolis, Indiana 46240
BIM 360://22014-Republic Airways HQ/Republic_Garage-STRC-V21.rvt7/8/2022 3:35:39 PMS-300
TYPICAL
FOUNDATION
DETAILS
21040.000
REPUBLIC
CAMPUS -
PARKING
GARAGE
12195 N. Meridian St.
Carmel, Indiana
46032
1 FOUNDATION PERMIT 07/08/22
07/08/22
08/09/22