HomeMy WebLinkAboutS-403-FRAMING-SECTIONS-Rev.4CONC SLAB
BEAM COLUMN
(CONTINUE TO HSS 6x6
GUARDRAIL SUPPORT)
HSS 6x6x1/4
CONT.
14 GA. POUR STOP
HSS 6x6x1/4
CONT.
CONC SLAB
BEAM
HSS 4x4x1/4 POST UP
@ CORNERS WITH
NO COLUMN
ROOFING
(SEE ARCH DWGS.)
HSS5x4x1/4
(TYP.)
4"Ø STD. PIPE DIAG.
BRACE TO SLAB BELOW
(BEYOND) (TYP.)
4"Ø STD PIPE
(BEYOND)
NOTE: ALL EXPOSED STEEL TO BE
HOT DIPPED GALVANIZED.
T.O.S. EL.
+142'-4"1/3 HTYPICAL ROOF SCREEN SUPPORT DETAIL
T.O.S. EL.
+136'-4"EQUALEQUAL3/8" ™ (BEYOND)
CONC. TOPPING
PRECAST STRUCTURE
(BY OTHERS)HEMBED ™
(BY OTHERS)
EMBED ™
(BY OTHERS)
HSS6x6x3/8 POST UP (MAX
SPACING = 16'-0" o/c &
CORNER OF SCREEN WALL)
w/ 1/4" CLOSURE PLATE @
TOP (BEYOND)
1
1
+/- 4k+/- 4k
+/-2k +/-4k
1/4" END PLATE -
SEAL TO PREVENT
WATER INTRUSION
CONC. TOPPING
PRECAST STRUCTURE
(BY OTHERS)1" GAPEMBED ™ BY
PRECAST
SUPPLIER
COLUMN
ž6x4x1/4 (LLV)
w/(1) 3/4"Ø THRU
BOLT w/ 2" VERT.
SLOT
3/163 SIDES
CMU WALL REINFORCED
(SEE PLAN)
ž5x5x3/8 CONT. w/ 3/4"Ø
EXP. BOLT @ 2'-8" o/c
(5 1/2" EMBED. MIN.)
(TYP. ALL LOCATIONS)
CMU BOND BEAM
w/ (2) #5(CONT.)
CMU WALL
REINFORCED
CONT. BENT PLATE
NOT SHOWN
FOR CLARITYENCASE BEAM IN MASONRY
BEARING ™
1/4 3
GROUT SOLID A MIN. AREA OF
16" LONG, 24" DEEP DIRECTLY
BELOW BEAM
CONC SLAB
BEAM
14 GA. POUR STOP
METAL STUD WALL
EMBED ™
(BY OTHERS)
ž4x4x3/8x0'-6"
BOTH SIDES
BEAM
3/8" CONT
BENT PLATE
PRECAST STRUCTURE
(BY OTHERS)
CONC. TOPPING
PRECAST STRUCTURE
(BY OTHERS)
CONC. TOPPING
CMU INFILL WALL
DOWEL & EPOXY
INTO SPANDREL BM.
(9" EMBED.)
PRECAST
SPANDREL BEAM
3/8" CONT BENT ™
w/ 1/2" x 6" LG
HEADED STUDS AT
24" o/c
BEAM
COLUMN
CONC.SLAB
GUARDRAIL -
SEE ARCH
WELD ™ + ANCHOR
(MIN. 2 PER PLANK @ WEB)
NOTE:
STABILIZE BEAMS AND PLANK
UNTIL ALL PLANKS ARE
SET, GROUTED AND WELDED.
PRECAST STRUCTURE
(BY OTHERS)
CONC. TOPPING
(1) #5 CONT.
CONT. BOND BM.
w/ (2) #5 BOTT.
#3
GROUTED SOLID @
EA. KEY JOINT
(4'-0" o/c MAX.)
5"
3'-6"
CONC. TOPPING
PRECAST STRUCTURE
(BY OTHERS)
(MIN.)
3 1/2" BRG.
CONC. TOPPING
PRECAST STRUCTURE
(BY OTHERS)CONT. BOND BM.
w/ (2) #5 BOTT.
AS REQ'D
5"3" #4
GROUTED IN SLOTS
& 2ND CORE
(4'-0" o/c MAX.)
2" DEEP SHOP
CUT x 0'-8" LONG
@ 4'-0" o/c
(1) #5 CONT.
FILL GAP CAUSED
BY CAMBER w/
NON-SHRINK
GROUT (TYP)
4"
CONC. TOPPING
PRECAST STRUCTURE
(BY OTHERS)
GUARDRAIL
SEE ARCH.
CONC. SLAB
ON GEOFOAM
#4 CONT.
#3 @ 18" HOOKED DOWELS
GROUTED INTO HOLLOWCORE
8"
4"
EMBED ™ 1/2x6x0'-6" @
2'-0" o/c w/ (2) 3/4"Øx6"
LONG HEADED STUDS
CONC. TOPPING
PRECAST STRUCTURE
(BY OTHERS)
12" CONC. CURB w/
(2) #4 HORIZ. &
#3 @ 18" HOOKED DOWELS
GROUTED INTO HOLLOWCORE
AND 180° BEND @ OPPOSITE END.
SEE ARCH FOR LEAVEOUT LOCATIONS.1'-0"ROOFING
MATERIAL
FUTURE GUARDRAIL
TYPICAL WF/HSS STEEL BEAM IN CMU WALL DETAILS
12" CMU
WALL
1/2"Ø x4" HEADED
STUDS @ 2'-0"o/cGROUT COURSE
SOLID, CONT.
BRICK VENEER
NOTES:
1) SEE PLAN/SCHEDULE FOR BEAM & PLATE SHAPE & SIZE.
2) SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AS APPLICABLE.
CMU WALL
1/2"Ø x4" HEADED
STUDS @ 2'-0"o/c GROUT COURSE
SOLID, CONT.
CMU WALL
1/2"Ø x4" HEADED
STUDS @ 2'-0"o/cGROUT COURSE
SOLID, CONT.
BOTT. ™
SOAP BLOCK
AS REQ'D.
Section
S-403
1 Section
S-403
2 Section
S-403
4
Section
S-403
5 Section
S-403
6
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
I
ED
EG
N
TSE
Y MOC
DE
c
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
BULLETIN #2
1/20/22
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
1/20/2022 6:37:50 AMS-403
FRAMING SECTIONS
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
Section
S-403
7
Section
S-403
8 Section
S-403
9
Section
S-403
10 Section
S-403
11
Section
S-403
12
Section
S-403
13
Section
S-403
14 Section
S-403
15
5
1 PERMIT SET 11/30/21
3 CD PERMIT 12/17/21
5 BULLETIN #2 1/20/22
1/20/22
02/23/22