HomeMy WebLinkAboutS-401-TYPICAL FRAMING DETAILS* LAP SPLICELENGTH 6"MIN. (TYP.)AS PER SCHEDULE (TYP.)LAP SPLICE*
FOR SIZE AND NUMBER OF REINF. BARS
AT END OF WALL, SEE PLAN/SCHEDULE.
(SEE PLANS IF INTEGRAL PIERS EXIST,
'MP' ON PLANS)
VERTICAL
REINFORCEMENT
PRE-FORMED "TEE"
JOINT REINFORCING
TYPICAL WALL SECTION
1'-6"1'-6"VERTICAL
REINFORCEMENT
(2) #5 HOOKS INTO
INTERSECTING WALL
USE PREFABRICATED BLOCK OR CUT OUT FACE SHELL TO ALLOW
PLACEMENT OF REINFORCING BARS AND GROUT. HOOK PER
SCHEDULE OF LAP SPLICE TO BARS IN EACH WALL
SECTION AT BOND BEAM
NOTES:
1) SIZE OF HORIZONTAL INTERSECTION REINFORCING
BARS TO MATCH BOND BEAM REINFORCING.
2) NORMAL JOINT AND BOND BEAM REINFORCING NOT
SHOWN FOR CLARITY.
3) VERTICAL REINFORCING BARS TO EXTEND
CONTINUOUSLY THROUGH BOND BEAMS. LAP VERTICALS
AS PER SCHEDULE ABOVE BOND BEAMS.
TYPICAL HORIZONTAL CMU WALL INTERSECTION REINFORCEMENT DETAIL
TYPICAL WALL SECTION
*LAP SPLICELENGTH 6"MIN. (TYP.)VERTICAL
REINFORCEMENT
*
FOR SIZE AND NUMBER OF REINF. BARS AT
END OF WALL, SEE PLAN/SCHEDULE. (SEE
PLANS IF INTEGRAL PIERS EXIST, 'MP' ON
PLANS)
PRE-FORMED CORNER
JOINT REINFORCING
USE PREFABRICATED BLOCK OR CUT OUT FACE SHELL TO ALLOW
PLACEMENT OF REINFORCING BARS AND GROUT. HOOK PER
SCHEDULE OF LAP SPLICE TO BARS IN EACH WALL
SECTION AT BOND BEAM
NOTES:
1) PROVIDE VERTICAL STEEL REINFORCING BAR
SIZE AS NOTED ON PLAN, IN SECTION, OR IN
GENERAL NOTES TO MATCH ADJACENT VERTICAL
BARS.
2) SIZE OF HORIZONTAL CORNER REINFORCING
BARS TO MATCH BOND BEAM REINFORCING.
3) BOND BEAM REINFORCING NOT SHOWN FOR
CLARITY.
4) VERTICAL REINFORCING BARS TO EXTEND
CONTINUOUSLY THROUGH BOND BEAMS. LAP
VERTICALS AS PER SCHEDULE ABOVE BOND
BEAMS.1'-6"1'-6"VERTICAL
REINFORCEMENT
TYPICAL HORIZONTAL CMU WALL CORNER REINFORCEMENT DETAIL (END OF WALL DETAIL SIMILAR)
TYPICAL SECTION @ INTERIOR SLAB EDGE
EDGE CLOSURE CHARTSLAB DEPTH, "D"DECK CAN BEPARALLEL ORPERP. TO BEAM
CONT. 16 GA. CLOSURE, MIN.
SEE
ARCH.
SEE
ARCH.
1/2"
JOIST TOP
CHORD
EXTENSION
2" MIN.
OVERHANG, "L"
CONT. CLOSURE,
SEE CHART
NOTES:
1) GAGE ™ OR BENT ™ PER CHART FOR SPECIFIC CONDITION.
2) AT LOCATIONS WHERE ITEMS (RAILING POST, METAL STUD, ETC.) ARE
CONNECTED TO VERTICAL FACE OF CLOSURE ™, PROVIDE MIN. 1/4" BENT ™ w/
1/2"Øx6" HEADED STUD @ 24" o/c. G.C. TO COORDINATE LOCATIONS.
3) PROVIDE AT ALL INTERIOR SLAB EDGES, U.N.O.
4) SEE SPECIFIC SECTIONS FOR ADDITIONAL REQUIREMENTS.
¦ 3"
OVERHANG "L"SLAB DEPTH "D"
¦ 4"
4" < D ¦ 6"
6" < D ¦ 9"
9" < D ¦ 10 1/2"
10 1/2" < D ¦ 12"
16 GA.
16 GA.
12 GA.
10 GA.
10 GA.
3" < L ¦ 5"
14 GA.
14 GA.
10 GA.
10 GA.
10 GA.
5" < L ¦ 9"
10 GA.
10 GA.
10 GA.
1/4"
1/4"
9" < L ¦ 12"
1/4"
1/4"
1/4"
1/4"
1/4"
12" < L ¦ 15"
1/4"
1/4"
1/4"
1/4"
5/16"
15" < L ¦ 18"
5/16"
5/16"
3/8"
3/8"
3/8"
6 3/4 "
2"
3"
1 0 1 5/ 16"
1/ 2"
TYPICAL FLOOR OPENING REINFORCING DETAIL
1'-0"
MIN.
UP TO 5'-0" OPNG.
5'-0" TO 7'-0" OPNG.
1'-0"1'-0"CONTRACTOR TO
ENSURE PROPER
CONCRETE COVERAGE
BELOW REINFORCING ANY LOCATION (2) #4 @ UP TO
5'-0" LG. OPNG.
((4) #4 FOR 5'-0"
TO 7'-0" LG. OPNG.)
(2) #5 (2) #5
(3) #5 (3) #5
FOR OPENINGS LONGER THAN 7'-0" (PERPENDICULAR
TO DECK SPAN) NOTIFY ENGINEER.3/4"PLACE REBAR IN
REINFORCING BEYOND
CLR.FIRST FLUTE ADJACENT
TO OPENING.
(COMPOSITE CONSTRUCTION)® BM. ®® BM.VARIESANYWIDTHVARIESNOTE:DECK SPANBLOCK OUT OPENING AS
REQUIRED. DO NOT FIELD
CUT DECK OPNG. UNTIL
CONCRETE HAS CURED.
#4 x 2'-0" @ EA.
CORNER (TYP.)1 ' -2 11 /1 6" 9 5/1 6" 1 '-2"
3
'
-
2
"
3
'
-
2
"
1
'
-
6
1
/
2
"
1 ' -0 1/ 4"
2 1
/
1
6
"
2 7/
1
6
"
2 1/
4
"
6 1 5/ 16"7 9/1 6"
2 1/ 2"2' -8 1 /8"2 1 /2"2 1/ 2" 2' -8 1 /8" 2 1 /2"
2 1/ 2" 2' -8 1 /8" 2 1 /2"
TYPICAL LINTEL/BEAM BEARING DETAILS
WIDE-FLANGE LINTEL/BEAM BEARINGANGLE LINTEL BEARING
3/8" NEOPRENE
BEARING PAD
CONCRETE-FILLED
CMU (2) COURSES
BELOW BEARING
LINTEL-
SEE PLAN/
SCHEDULE FOR
ANGLE SIZE
BEARING PLATE
w/ MIN. (2) HEADED
STUDS IN GROUTED
CORES (SEE SCHEDULE)
CONCRETE-FILLED
CMU (2) COURSES
BELOW BEARING
EXTEND BEAM FOR
FULL LENGTH OF BRG.
PLATE
(60 DUROMETERS)
8" BEARING
U.N.O.
8" (MIN.)
SEE PLAN/
SIZE
SCHEDULE FOR
LINTEL/BEAM-
(AT CMU BEARING WALLS)
8"
8"
1/4 4"
ONE END OF
BEAM ONLY
PROVIDE (2) 3/4"Ø RODS
WELDED TO BEARING PLATE, CTRD.
IN STANDARD SLOTTED HOLES IN
BOTTOM FLANGE (PARALLEL TO BEAM
SPAN), AT NON-WELDED END
A4"
2"
2"(4" @ ELEV. SEPARATOR BEAM)
WALL MAY CONTINUE ABOVE
ENCASE BEAM IN MASONRY
3/4" NON-SHRINK GROUT
(2) 3/4"Ø ANCHOR BOLTS
16"
3"
® OF WALL U.N.O.
GROUT SOLID A MIN. AREA OF
16" LONG, 24" DEEP DIRECTLY
BELOW BEAM
BRG. ™ 1/2x4x0'-10"
(ALSO ACTS AS LEVELING ™)
BEAM BEARING AT
2"
4"
Section A
-
1/4 3TYP.1 1/2"COLUMN BASE PLATE DETAIL
X (TYP.) X (TYP.)
(USE ONLY AT COLUMNS INDICATED)
ANCHOR ROD
(TYP.)
COLUMN
BASE ™
A
BASE ™
COLUMN
(TYP.)
ANCHOR ROD
B
COLUMN MARK WELD SIZE (IN.)
A BX (TYP.)X (TYP.)ANCH. ROD DIA.
3/4" 1 1/2"
DIMENSION "X"
®®®®MIN. PLATE WASHER
THICK. SIZE
1/4" 2"
STOP WELD @
TOES OF FLGS.
3"
3 "
3 "
3
"
C1, PU1 5/16"
TYPICAL BEAM OVER HSS COLUMN CONNECTION
STIFF. ™'s (BOTH SIDES)
(THICKNESS TO MATCH COL.
FLANGE THICKNESS)
TYP.
MIN. 3/4" ™ w/
(4) 3/4"Ø BOLTS
.
TYPICAL BOLTED BEAM TO COLUMN
FLANGE GRAVITY MOMENT CONNECTION
"k"
SHIM (IF REQ'D),
1/4" MAX. THK.
PERMITTED
FLANGE
BOLTS
STIFFENER ™'s, WIDTH
& THICKNESS TO MATCH
FLANGE ™'s
FLANGE ™'s (T&B)
TYP.
SHEAR
CONNECTION
TYP.
NOTES:
1) DETAILS SHOWN ARE NOT FULLY DESIGNED AND DETAILED AND ARE CONCEPTUAL
IN NATURE. STEEL FABRICATOR'S ENGINEER TO FULLY DESIGN AND DETAIL MOMENT
CONNECTIONS FOR FORCES SHOWN ON PLAN. THIS INCLUDES FLANGE PLATES,
BOLTS AND WELDS. (IF NO FORCE IS SHOWN, DESIGN FOR FULL CAPACITY OF BEAM).
2) WELDS CAN BE SUBSTITUTED FOR BOLTS.
3) BOLTS SHALL BE ASTM A325/A490-SC, WITH STANDARD SIZE HOLES IN BEAM.
4) STEEL FABRICATOR TO PROVIDE DECK SUPPORT AS REQUIRED.
7/8"
TYPICAL BEAM TO GIRDER MOMENT
CONNECTION - FIELD BOLTED
BEAMS DIFFERENT DEPTHS BEAMS SAME DEPTHS
FLANGE ™'s (T&B)
SHEAR
CONNECTIONSHIM (IF REQ'D),
1/4" MAX. THK.
PERMITTED
SUPPORTED
BEAM
SUPPORTING
GIRDER (BEAM)
NOTES:
1) DETAILS SHOWN ARE NOT FULLY DESIGNED AND DETAILED AND ARE CONCEPTUAL
IN NATURE. STEEL FABRICATOR'S ENGINEER TO FULLY DESIGN AND DETAIL MOMENT
CONNECTIONS FOR FORCES SHOWN ON PLAN. THIS INCLUDES FLANGE PLATES,
BOLTS AND WELDS. (IF NO FORCE IS SHOWN, DESIGN FOR FULL CAPACITY OF BEAM).
2) WELDS CAN BE SUBSTITUTED FOR BOLTS.
3) BOLTS SHALL BE ASTM A325/A490-SC, WITH STANDARD SIZE HOLES IN BEAM.
4) STEEL FABRICATOR TO PROVIDE DECK SUPPORT AS REQUIRED.
..
TENSION DEVELOPMENT AND LAP
SPLICE LENGTH (FOR MASONRY ONLY)
BAR PLACEMENTCMU
THICKNESS
8"
#3
CENTER BAR SIZE EDGE
#4
#5
#6
#7
#8
#9
12 12
12 21
19 33
37 64
51 79
79 105
102 NP
MASONRY DESIGN STRENGTH f'm =
2000 psi
12"
#3
#4
#5
#6
#7
#8
#9
12 12
12 21
12 33
23 64
32 79
49 105
63 118
NOTES:
1) ALL LENGTHS ARE IN INCHES.
2) FOR BAR PLACEMENT, EDGE DISTANCE:
"CENTER" INDICATES CENTER OF BAR ALIGNS WITH CENTER
OF BLOCK THICKNESS.
"EDGE" INDICATES CENTER OF BAR TO OUTSIDE FACE OF
BLOCK IS AS FOLLOWS:
#3-#6 - 2.375"
#7 - 2.625"
#8 - 3.0"
#9 - 3.375"
3) WHERE (2) BARS PER CELL OCCUR THEY SHALL BE
PLACED PER EDGE CONDITION, SEE NOTE #2.
4) 6" CMU (2) BARS PER CELL IS NOT PERMITTED.
8" CMU (2) BARS PER CELL UP TO #5 ARE PERMITTED.
10" CMU (2) BARS PER CELL UP TO #7 ARE PERMITTED.
5) "NP" INDICATES NOT PERMITTED.
6) #10 AND #11 BARS WHERE SHOWN ON PLAN OR DETAILS
REQUIRE A MECHANICAL SPLICE.
7) FOR EPOXY-COATED BARS INCREASE LENGTHS SHOWN BY
50%.
TYPICAL WF COLUMN CONNECTION TO TRANSFER GIRDER
COLUMN WEB PARALLEL TO GIRDER WEBCOLUMN WEB PERPENDICULAR TO GIRDER WEB
1" TYP.
COLUMN
3/4" BASE ™
w/ (4) BOLTS
1 1/2" MIN. BASE ™
w/ (4) BOLTS
FITTED STIFF. ™,
BOTH SIDES
TRANSFER
GIRDER
NOTE:
1) STIFFENER ™ THICKNESS TO MATCH COLUMN FLANGE THICKNESS.
FITTED STIFF. ™,
BOTH SIDES
TRANSFER
GIRDER
0"
COLUMN
SS
ROC
PROFE
.
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SASTATE OF
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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
Civil Engineer
Mechanical / Plumbing Design/Builder
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
**-ALL DRAWINGS MARKED AS PART OF AN "EARLY"
SUBMISSION PACKAGE ARE ISSUED PRIOR TO COMPLETION OF
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. 7167.0013.00
SHELL & CORE PERMIT SET
10/15/21
Electrical Design/Builder
Barth Electric Co., Inc.
1934 N. Illinois Street
Indianapolis, Indiana 46202
10/15/2021 2:23:30 PMS-401
TYPICAL FRAMING
DETAILS
21040.000
Republic Airways
Training Center
12195 N. Meridian St.
Carmel, Indiana
46032
1 DESIGN DEVELOPMENT 10/01/21
2 CONSTRUCTION DOCUMENTS 10/15/21
10/15/21
10/19/22