HomeMy WebLinkAboutS-401 - TYPICAL CONCRETE DETAILSTYPICAL CONCRETE BEAM DETAIL
TYPICAL CONCRETE BEAM SECTIONS
L1
DISCONTINUOUS END
L2
CONTINUOUS END
LARGER OF
0.33L1 OR 0.33L2
1/8 L1 1/8 L1 2" CLEAR
(TYP.)
2" CLEAR
(TYP.)
1/8 L20"LARGER OF
0.33L1 OR 0.33L2
SEE NOTE #5
(TYP.)
@ 4'-0" o/c MAX.BEAM BOLSTERS
PROVIDE #4 @ 12" H.E.F. @
BEAMS OVER 36" DEEP
ADDITIONAL TOP REINF. WHERE CALLED
FOR IN PLAN/SCHEDULE - TOP REINF.
IS ALWAYS LARGEST OF ADJOINING
BEAM REINF.
TIES (TYP.)
SEE SCHEDULE & DETAIL
ABOVE FOR REINFORCINGh hb b
CONT. TOP BARS,
CONT. BOTT. BARS SEE GENERAL
NOTES
SEE GENERAL
NOTES
SEE NOTE #7
PROVIDE STANDARD
HOOK FOR THE
GREATER OF (2) BARS
OR 25% OF THE
ADJACENT BOTTOM
STEEL @ MID-SPAN.
EXTEND TOP REINF. Ld
INTO ADJACENT SLAB
WHERE ONE EXISTS((2) BARS MAX.) U.N.O.SEE STANDARDHOOK DETAILNOTES:
1) Ld IS PER TABLES FOR DEVELOPMENT LENGTH.
2) SEE BEAM SCHEDULES FOR SIZE & NUMBER OF TOP BARS, BOTTOM BARS & STIRRUPS.
3) IF BEAM IS MORE THAN 6" WIDER THAN COLUMN ON EITHER SIDE, PROVIDE
STIRRUPS OVER COLUMN.
4) CONTINUOUS TOP BARS MAY HAVE A CLASS 'A' LAP SPLICE (LAP=Ld) AT MIDSPAN OF
BEAM. CONTINUOUS BOTTOM BARS MAY HAVE A CLASS 'A' LAP SPLICE (LAP=Ld) AT
MIDDLE OF SUPPORT.
5) NOT MORE THAN 50% OF BOTTOM BARS MAY BE TERMINATED 1/8L FROM FACE OF EACH
SUPPORT. PROVIDE 1/4 OF THE GREATER OF THE BOTTOM LEFT OR BOTTOM RIGHT BARS,
BUT A MINIMUM OF (2) BARS, MUST BE CONTINUOUS.
6) LONGITUDINAL BARS MAY ONLY BE PLACED IN MULTIPLE LAYERS IF NOTED IN SCHEDULE.
PROVIDE 1" CLEAR BETWEEN LAYERS.
7) 1/6 OF THE GREATER OF THE TOP LEFT OR TOP RIGHT BARS, BUT MINIMUM OF (2) BARS,
MUST BE CONTINUOUS.6 7/ 8"
1 13/ 16"
1 3/16"
10 1/8" 10 1/ 8" 10 1/ 8"
5'-6 3/16"
1'-9 1/ 16"1'-9 1/16"
2'-10 1/4"
1 3/
1
6
"
1 3/
1
6
"
FIN. FLR. EL.
(SEE PLAN)
FIN. FLR. EL.
(SEE PLAN)1'-1 3/4"7 3/4"7 3/4"
1'-1 3/4
"
L1
DISCONTINUOUS END
6"
(MIN.)
6"
(MIN.)SEE GENERALNOTESL2
CONTINUOUS END
6"
(MIN.)
TOP BARS - LENGTH
0.25 L1
TOP BARS - LENGTH
0.3L 0.3L
SUPPORT(REINF. NOT SHOWN)SUPPORT(REINF. NOT SHOWN)
SEE STANDARD
HOOK DETAIL
2" MIN.
CLEAR
TYPICAL CONCRETE ONE-WAY SLAB DETAIL
4"
1 5/16"
1 5/16"
3'-1 3/4"
8'-5 11/ 16"
7'-1 7/ 8"
3'-1 5/8"3'-1 5/ 8"
4"
4"
3'-7 11/16"
NOTE:
1) L INDICATES GREATER OF L1 AND L2.
'W' LESS THAN OR
EQUAL TO 8"
'W' GREATER THAN 8"
& LESS THAN 12"
TYPICAL CONCRETE CURB DETAIL
#4 @ 16"
(MIN. OF 1)
#4 CONT.
#4 @ 16" w/
STANDARD HOOK
#4 CONT. (TYP.)
#4 @ 16" (TYP.) w/
STANDARD HOOK
#4 @ 16" E.F.
(MIN. 1 ROW)
(FOR CURB DIMENSIONS 'W' & 'H' SEE ARCH. DWGS.)(2'-0" MAX.)HW (2'-0" MAX.)HW
TYPICAL ELEVATOR GUIDE RAIL SUPPORT
BETWEEN SEPARATOR BEAMS & FOR COUNTERWEIGHTS
NOTES:
1) THIS DETAIL TO BE USED AS REQUIRED. G.C. TO COORD. w/ ELEVATOR MFR.
THE MAX. ALLOWABLE VERT. SPANS OF SPECIFIC RAIL TYPE.
2) G.C. TO COORDINATE w/ ELEV. MFR. QUANTITY AND LOCATION OF HSS.
BEAM (TYP.)
ž3x3x5/16x0'-3" (TYP.)
HSS 12x4x1/4 RAIL SUPPORT.
RAIL TO BE ATTACHED TO HSS
PER ELEV. MFR.G.C. TO COORDINATE SPACING6"12"
3/16 TYP.3/16 TYP.
TYPICAL ELEVATOR SEPARATOR BEAM
CONNECTION TO CONCRETE WALL
™ 1/2x8x1'-4" w/
ž4x4x3/8x0'-6"
BOTH SIDES
CONCRETE WALL
(4) 3/4"Øx5" HEADED
STUDS @ 4" o/c E.W.
SEPARATOR BEAM
EMBEDDED WALL ™
SHEAR CAPACITY
TYPICAL STEEL BEAM TO CAST IN PLACE CONCRETE WALL
3/4"Ø x 6" HEADED
STUDS @ 6" o/c E.W.
NOTE:
1) "*" INDICATES BEAM END REACTION SHOWN ON PLAN.
2) PROVIDE 2" MIN. EDGE DISTANCE FROM NEAREST
STUD TO EDGE OF ™ (ALL SIDES). EXTEND ™ AS
REQ'D. TO ALLOW FOR FULL DEPTH BEAM CONNECTION.
PROVIDE #4 BAR EA.
SIDE & BETWEEN EACH
ROW OF STUDS, EACH
WAY, TO MATCH
DIMENSION OF ™
EMBEDDED ™,
SEE SCHEDULE SHEAR CONNECTION, WELD
TO EMBEDDED ™. SEE
PLAN FOR REACTION
CONCRETE WALL
4 29k
6 38k
8 46k
10 56k
12 65k
16 83k
NUMBER OF
STUDS
SERVICE LEVEL
(ASD) CAPACITY *
NOTES:
1) INSTALL HEADED STUDS SYMMETRICALLY ABOUT BEAM WEB CENTERLINE, (2) STUDS PER ROW, U.N.O.
2) DETAIL ASSUMES CENTERLINE OF BEAM IS AT CENTERLINE OF ™. MAXIMUM SETTING TOLERANCE FOR ™ IS 1".
3) MINIMUM REQUIRED EDGE DISTANCE FROM STUDS TO HORIZONTAL OR VERTICAL EDGE OF CONCRETE IS 16".
4) SEE "TYPICAL BEAM BEARING ON CONCRETE WALL" DETAIL FOR ALTERNATE BEAM CONNECTION TO CONCRETE
WALL. (CONTRACTOR'S OPTION)
5) DETAIL DOES NOT APPLY TO BEAM IN TENSION.
20 102k
MINIMUM EMBED
™ SIZE
1/2 x 10 x 0'-10"
1/2 x 10 x 1'-4"
1/2 x 10 x 1'-10"
3/4 x 10 x 2'-4"
3/4 x 10 x 2'-10"
3/4 x 10 x 3'-10"
3/4 x 10 x 4'-10"
TO CENTERLINE OF BOLT
3" (MAX.) FROM FACE OF WALL
10" MIN.6" (MIN.)NEAREST OPENING16" MIN. TOCONN. AS REQ'D.10" (MAX.)EXTEND SHEARTYPICAL BEAM BEARING ON CONCRETE WALL
MIN. 3/4" GROUT
(2) 3/4"Ø ANCH. RODS
w/ 6" EMBED.
PROVIDE 8" DEEP POCKET;
GROUT SOLID AFTER BEAM
INSTALLATION
™ THICKNESS:
REACTION < 55k USE 3/4" ™
55k ¦ REACTION < 160k USE 1 1/4" ™
6" MIN.
BRG.
2" MIN.
CONCRETE WALL
NOTES:
1) REACTION INDICATES UNFACTORED BEAM END REACTION SHOWN ON PLAN.
2) SEE "TYPICAL STEEL BEAM TO CAST IN PLACE CONCRETE WALL"
FOR TYPICAL BEAM CONNECTION TO WALL. (CONTRACTOR'S OPTION)
.
6"
.
.
.
1 1/ 2"
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 3:35:48 PMS-401
TYPICAL CONCRETE
DETAILS
21040.000
REPUBLIC
CAMPUS -
PARKING
GARAGE
12195 N. Meridian St.
Carmel, Indiana
46032
08/09/22