HomeMy WebLinkAboutS-401 - TYPICAL FRAMING DETAILSTYPICAL CONCRETE COLUMN TIE
REINFORCING DETAILS/2 S (TYP.)ZS (TYP.) COLUMN
COLUMN3" MAX.NOTES :
1) SIZE AND SPACING OF INTERMEDIATE TIES SHALL BE THE SAME AS TABULATED
ABOVE UNLESS NOTED OTERWISE ON COLUMN SCHEDULE.
2) IF BEAMS FRAME FROM FOUR DIRECTIONS INTO COLUMN WITH TOP
ELEVATIONS EQUAL, TIES MAY BE TERMINATED NOT MORE THAN 3" BELOW
LOWEST REINFORCING IN THE SHALLOWEST BEAM.
3) SEE TYPICAL CONCRETE COLUMN DETAIL FOR TIE CONFIGURATIONS.
4) SEE TYPICAL DETAIL OF VERTICAL CONCRETE COLUMN REINFORCEMENT FOR
ADDITIONAL INFORMATION.
#5 #3 @ 10"*
#6 #3 @ 12"*
#7 #3 @ 14"*
#8 #3 @ 16"*
#9 #3 @ 18"*
#10 #3 @ 18"*
#11 #4 @ 18"*
MAX. SPACING
"S" OF COLUMN
TIES
FLOOR SLAB
ADDITIONAL (2)
TIES @ BEND,
MAX. SPACING 6" * TIE SPACING NOT TO
EXCEED LEAST COLUMN
DIMENSION
VERTICAL TIE SIZE
BAR AND
SIZE SPACING*
ADD TIES WHERE
'Z' DIMENSION >
TYP. TIE SPACING.
BOTTOM
OF BEND
PROVIDE ADDITIONAL
TIE WITHIN 6" OF
START OF BEND
TIE
(3) TIES @ 3" @
ENDS OF ALL
SPLICES
SMALL OPENING DETAIL
M.E.P. SLEEVE
12"Ø MAX.Ld (TYP.)2" CLR.
(TYP.)
(1) #5
(T&B) (TYP.)
NOTE:
SEE M.E.P. DRAWINGS
FOR LOCATION OF SLEEVES 1' -8"
2"
PLAN VIEW
ADDITIONAL INSIDE CORNER REINFORCING
(2) #5 x 5'-0"
2" CLEAR FROM
TOP & BOTTOM
OF SLAB3" 3"NOTE: NOT REQUIRED IF SLAB EDGES ARE SUPPORTED BY BEAM OR WALL.
MULTIPLE SLAB OPENINGS
D ¦D ¦DD D
2'-0" MIN.
D ¦D ¦D D D ¦D¦DD D
2'-0" MIN.
DD ¦D¦D
LARGE
2'-0" MIN.8"1'-6"D
LARGE
OUTLINE OF EFFECTIVE
OPENING (TYPICAL)
NOTES:
1) PROVIDE (1) #5 (T&B) TRIM BARS ALL AROUND EFFECTIVE OPENING.
EXTEND BARS A MINIMUM OF Ld PAST THE EDGE OF OPENING.
DIAGONAL BARS ARE NOT REQUIRED AT THESE CONDITIONS.
2) IF THE EFFECTIVE LENGTH OF AN OPENING IS GREATER THAN
3'-0", USE THE TYPICAL SLAB OPENING DETAIL FOR THE
REINFORCING REQUIREMENTS.
2' -11 "
7" 7" 7" 7" 7" 5" 5" 5" 5" 5" 5" 5" 5" 5"
3 '-9"
8"
1 '-6"
3 '-1"
8" 8" 7" 7" 7"
PLAN VIEW
ADDITIONAL OUTSIDE CORNER REINFORCING
(2) #4x8'-0"
(3) #4x5'-0"
TYPICAL ELEVATOR SILL DETAIL TCONT. 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@122" TYPICAL VERTICAL CONSTRUCTION
JOINT IN CONCRETE WALL
TYPICAL VERTICAL CONTROL
JOINT IN CONCRETE WALL
3"
TYP. EQ.EQ. EQ. 1 1/2"
KEY
3"
TYP.
CUT ALTERNATING HORIZONTAL
BARS AT JOINTS ON EACH FACE
WHERE BARS ARE #5 OR SMALLER
PROVIDE KEY WHERE
CONST. JOINT OCCURS
AT CONTROL JOINT
INTERIOR FACE
EXTERIOR FACE
VERT.
REINF. 3/4"x3/4" V-JOINT
(SEE ARCH. DWGS.
FOR SEALANT
REQUIREMENTS) (TYP.)
INTERIOR FACEHORIZ. REINF.
VERT.
REINF.
(PROVIDE @ 30'-0" o/c MAXIMUM FOR EXPOSED WALLS)
HORIZ. REINF.
(CONT. THROUGH
JOINTS)
.
4"
4"
4"
3 1 /4 "
.EQ. EQ. EQ. 4"
4"
4"
EXTERIOR FACE
3/4"x3/4" V-JOINT
(SEE ARCH. DWGS.
FOR SEALANT
REQUIREMENTS) (TYP.)
LOAD-BEARING
METAL STUD WALL
BELOW
EPICORE DECK FLUTES SHALL BE STAGGERED
OVER LOAD-BEARING METAL STUD DEMISING
WALLS WHERE POSSIBLE (NOTE: THIS IS FOR
SOUND/STC REASONS ONLY, IT IS NOT
STRUCTURAL)
STAGGERED FLUTES @ DEMISING WALLS
TYPICAL DETAIL OF CONCRETE COLUMN
REINFORCEMENT AT TOP OF COLUMN(TYP.)S3" MAX.3" MAX.U.N.O.LTSBEND BARS INTO SLAB
WHEN NOT POSSIBLE
FLOOR/ROOF
SLAB
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
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.)
HSS12x4x1/4 RAIL SUPPORT.
RAIL TO BE ATTACHED TO HSS
PER ELEV. MFR.G.C. TO COORDINATE SPACING6"
12"
3/16 TYP.3/16 TYP.
TYPICAL COLUMN SPLICE DETAIL
PROVIDE ERECTION
CLEARANCE
FINISHED FLOOR EL.
(SEE PLAN)
SEE PLAN/SCHEDULE
FOR COLUMN SIZES
® OF COLUMN
SHIM AS REQUIRED
® OF SPLICE(COLUMNS WITH SAME DEPTH) 4'-0" 1
'
-
1
1
9
/
1
6
"
TYPICAL WALL OPENING REINFORCING DETAIL
(CAST IN PLACE CONCRETE SECTION)
2" TYP.
Ld (TYP.)
2'-0" MIN.
Ld (TYP.)
2'-0" MIN.
OPENING
(2) #5 EACH LAYER
MIN. (TYPICAL) MIN. (TYPICAL)
(2) #5 EACH LAYER
(2) #5 x 4'-0" EACH LAYER AT (4) CORNERS
OPENING
(NOTE: Ld PER TABLES FOR DEVELOPMENT LENGTH)(1) BAR DIA. OR1" MIN. CLEARANCENOTE: PLACE BARS (EACH LAYER) ON EACH SIDE OF OPENING EQUAL TO
NUMBER OF BARS INTERRUPTED BY OPENING. (REINFORCING TO MATCH SIZE &
NUMBER OF WALL REINF. (2) #5 MIN. TYPICAL)2" 3
/
4
"
8 1 /4 "8 1/ 4"
TYPICAL MILD REINFORCED SLAB OPENING DETAIL
**** INTERRUPTED
BARS
ADDED BARS: ADD SAME
DIAMETER BARS EACH
SIDE OF OPENING EQUAL
TO AT LEAST 1/2 TOTAL
NUMBER OF
INTERRUPTED BARS.
(MIN. (1) #4 TOP &
BOTT. EACH SIDE).
INTERRUPTED
BARS
INTERRUPTED
BARS
INTERRUPTED
BARS
(TYPICAL UNLESS NOTED OTHERWISE ON PLAN)
(2) #5x4'-0"
WITHIN EACH LAYER,
TYPICAL AT
EACH CORNER
NOTES:
1) "*" = EXTEND 2.0 Ld PAST EDGE OF OPENING.
2) HOOK ALL INTERRUPTED BARS.
3) OMIT ADDED BARS IF STANDARD BAR SPACING CAN BE PLACED ON EITHER SIDE
OF THE OPENING.
4) WHERE OPENINGS ARE NEAR OR AGAINST EXTERIOR BEAMS OR COLUMNS AND
ADDED REINFORCEMENT CANNOT BE EXTENDED 2.0 Ld, HOOK ADDED BARS.
1 ' -7"
1
'
-
4
"
1
'
-
4
"
1' -7"
TYPICAL DETAIL - REINFORCING FOR
CONCRETE WALLS
NOTES:
1) LTS PER TABLE OF LAP SPLICE LENGTHS.
2) SEE PLANS AND SECTIONS FOR SIZE AND SPACING OF
REINFORCEMENT AND WALL THICKNESS.
AT CORNERS
PLAN VIEWS (TWO LAYERS)
AT WALL INTERSECTIONS
AT WALL INTERSECTIONS
PLAN VIEWS (ONE LAYER)
AT CORNERS
(LARGER SIZE GOVERNS WHEN
& SPACING AS HORIZ. REINF.
CORNER BAR REINF. SAME SIZE
BARS CHANGE SIZE)
STANDARD
HOOK
ALTERNATE
BARS
(TYP.)LTS(TYP.)
LTS
(TYP.)
LTS
(TYP.)
LTS
ELEVATION
PLAN INTERIOR COLUMNS
TYPICAL STUDRAIL DETAIL
EDGE COLUMNSCORNER COLUMNS
TYPICAL STUDRAIL LAYOUT DETAILS
D0.56D0.5D2.5D
3"1 1/2"
--"
NARROW
SIDE
LONGSIDELONGSIDENARROW
SIDE
FACE
OF COLUMN
(TYP.)
SPACED
EQUALLY
TO CORNERS OF COLUMNS
PLACE STUDRAILS ADJACENT
10 TIMES STUD AREA
HEAD AREA IS MINIMUM
SEE PLAN FORSLAB THICKNESSNUMBER OF STUDS)
(SEE TYPES FOR
N = 1/2"Ø STUDS
BASE RAIL
TYPE D1: 12 RAILS x 20 STUDS/RAIL
AS SHOWN U.N.O. (TYP.)2" CLR.(TYP.)2" CLR.(TYP.)TYPE D2: 15 RAILS x 45 STUDS/RAIL
EQUALLYSPACED
(TYP.)
(TYP.)
SPACED
EQUALLY
AS SHOWN U.N.O. (TYP.)
PLACE STUDRAILS ADJACENT
TO CORNERS OF COLUMNS
AS SHOWN U.N.O. (TYP.)
PLACE STUDRAILS ADJACENTTO CORNERS OF COLUMNS
(NOTE: DISTRIBUTE RAILS EQUALLY OVER EACH FACE U.N.O.)
CLEAR COVER (SEE
GENERAL NOTES)
NOTES:
1) STUD RAILS AS MANUFACTURED BY DECON OR ENGINEER-OF-RECORD
APPROVED EQUAL.
2) "D" IS THE STUD DIAMETER.
3) PLACEMENT LOCATIONS ARE SHOWN ON FRAMING PLANS.
CLEAR COVER (SEE
GENERAL NOTES)
TYPE D3: 8 RAILS x 30 STUDS/RAIL
TYPE D4: 9 RAILS x 20 STUDS/RAIL
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
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
Architect
McComas/O'Donnell & Naccarato
Structural Engineer
1717 E. 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
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
THESE ARE PROGRESS DRAWINGS, THEREFORE THEY ARE
ISSUED PRIOR TO COMPLETION OF THE STRUCTURAL DESIGN
AND OTHER DESIGN DISCIPLINES INCLUDING BUT NOT
LIMITED TO ARCHITECTURAL OR MECHANICAL DESIGNS; AND
AS SUCH, ARE INCOMPLETE BY NATURE FOR THE
COMPREHENSIVE SCOPE OF THE PROJECT. ALLOWANCES FOR
STRUCTURAL ELEMENTS REQUIRED DUE TO THE COMPLETION
AND CROSS-COORDINATION OF ALL OTHER DISCIPLINES
SHOULD BE MADE.
1717 EAST 116TH STREET | SUITE 200 | CARMEL, IN. 46032
(317) 580-0402 | WWW.O-N.com | Project No. 7167.0014.00
SHELL & CORE PERMIT SET
10/15/2021
Mechanical / Plumbing Design/Builder
Civil Engineer
DEEM LLC
6831 E 32nd Street
Indianapolis, Indiana 46226
Kimley Horn
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
Kite Realty Group
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Owner
Republic Airways Holdings
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
10/15/2021 2:14:46 PMS-401
TYPICAL FRAMING
DETAILS
0-N 7167.0014.00
Republic Airways
Hotel
12197 N Meridian St.
Carmel, IN 46032
1 DESIGN DEVELOPMENT 10/01/21
2 SHELL & CORE PERMIT SET 10/15/21
10/15/21
10/19/22