HomeMy WebLinkAboutS-402 - TYPICAL FRAMING DETAILSFIN. FLR. EL.
(SEE PLAN)
FIN. FLR. EL.
(SEE PLAN)
TYPICAL SECTION @ INTERIOR SLAB EDGE
EDGE CLOSURE CHARTSLAB DEPTH, "D"DECK CAN BE
PARALLEL 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"
10 15/16"
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 5/16"
1'-2"
3
'
-
2
"
3
'
-
2
"
1'-6 1/2"
1'-0 1/4"
2 1/16"
2 7/
1
6
"
2 1/
4
"
6 15/16"
6 7/8"
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 METAL STUD WALL AND/OR LATERAL LOAD RESISTING WALL ELEVATION
Section A
-
A
-
1'-0"
MAX.
1'-0"
MAX.
ROUGH OPENING
WIDTH
TYPICAL
STUD SPACING
STUD LINTEL(SEE PLAN/SCHEDULE)
BUILT-UP METAL
(TYP.)
ROUGH
OPNG.WIDTH
TOP
TRACK
AT EXTERIOR WALLS:
(2) JACK STUDS & (2) KING STUDS AT
ALL LINTELS (MIN. U.N.O. ON PLAN)
AT INTERIOR WALLS:
(2) JACK STUDS & (1) KING STUD AT
ALL LINTELS (MIN. U.N.O. ON PLAN)
WHEN NOT AT TYP.
STUD SPACING
EXTRA DOUBLE STUD
HORIZONTAL GALVANIZED
STEEL STRAPPING CONT.
MFR. RECOMMENDATIONS)
TO DEVELOP FULL CAPACITY
OF METAL STUDS.
ATTACHMENTS AS PER
w/TRACK BLOCKING
(SIZE, SPACING AND
BOTTOM
TRACK
CONCRETE SLAB ON
METAL DECK
FLOOR CONSTRUCTIONSEE PLAN
METAL STUD
(TYP.)
OF STUD. CONNECT
TO FLOOR CONSTRUCTION
PER MFR.
INSTALL TRACK
TIGHT TO BOTTOM
WELD DECK TO
DISTRIBUTION HEADER
SHEATHING w/ JOINTAT CENTER OF
DISTRIBUTION HEADER
TIEDOWN ANCHORS ALONG
SHEAR WALLS OR AT
SHEATHING
(FOR SHEAR WALLS,
SEE SCHEDULE)
HSS 2xSTUD DEPTHx1/4 (MIN.)
(MIN., U.N.O. ON PLAN)
DISTRIBUTION HEADER
NOTES:
1) FOR SHEARWALL SHEATHING SCREW REQUIREMENTS,
SEE SCHEDULE.
2) SEE SECTIONS FOR MORE INFORMATION ON TIEDOWN
CONNECTIONS/ANCHORS.
STRAP LOCATIONS (TYP.)
TIEDOWN ANCHORS ALONG
SHEAR WALLS OR ANCHORS/STRAPS AT
DIAGONAL STRAP LOCATIONS (TYP.)
TIEDOWN ANCHORS ALONG
OF SHEARWALL AND AT
MIN. ALL ALONG
SHEARWALL LINE.
EACH SIDE OF OPENING,
SHEAR WALLS
(OR AT STRAP LOCATIONS)(TYP.) PROVIDE AT ENDS
DIAGONAL GALVANIZED STEEL
STRAPPING, SEE PLANS, ELEVATIONS
AND SECTIONS FOR SIZES AND
LOCATIONS. ATTACHMENTS PER MFR.
DISTRIBUTION HEADER
ALONG WALL.
(TYP.)
PROVIDE CONT. HSS
INSTALL TRACK TIGHT TO
TOP OF STUD, CONNECT
TO HSS AT EACH STUD AS
A MIN. (SEE MFR.
RECOMMENDATIONS)
(1) 1/2"Ø HILTI KWIK BOLT 3 EXP.
ANCHOR (OR EQUAL) @ 4'-0" o/c MAX.
(4 3/4" MIN. EMBED.) INTO CONCRETE,
OR @ 2'-0" o/c MAX. (3" MIN. EMBED.)
INTO GROUT-FILLED CMU, LOCATED IN
BETWEEN TIEDOWN ANCHORS AND
WITHIN 1'-0" OF EACH END OF EVERY
TRACK.
NOTE:
STRAPS TO BE PRE-TENSIONED.
WALL STUD
(TYP.)
BOTTOM
TRACK
BOTTOM
TRACK
HSS DISTRIBUTION
HEADER (TYP.)
STRAPS FASTENED
TO EACH STUD AS
REQUIRED PER MFR.
(TYP.)
BOX STUDS @ TIEDOWN
(SEE PLAN/SCHEDULE)
(TYP.)
STRAP CONNECTION
TO BOX STUDS PER
MFR. BASED ON LOADS
PROVIDED.
ADD GUSSET PLATES, ETC.
AS REQUIRED (TYP.)
STEEL FLAT STRAP,
SEE SCHEDULE
TIEDOWN ANCHOR
CONNECTION,
SEE OTHER DETAILS
FOR INFO.
CONC. SLAB AND
METAL DECK
TYPICAL DETAIL OF TYP. FLOOR-TO-FLOOR
CONNECTION @ DIAGONAL STRAP LATERAL BRACING
.
TYPICAL WELDED WIRE SUPPORT DETAIL
OVER INFILL BEAMS
SEE PLAN FOR
SLAB DEPTH
3/4" COVER
WELDED WIRE FABRIC DRAPED OVER
BEAM BOLSTERS (TYPICAL)
METAL DECK
.
SEE PLAN FOR
SLAB DEPTH
3/4" COVER
ADDITIONAL WELDED WIRE
FABRIC OVER GIRDER
WELDED WIRE FABRIC
OVER BEAMS AT
SLAB MID-DEPTH
METAL DECK
2'-0" 2'-0" ..
.
.
TYPICAL SLAB REINFORCING AT GIRDERS AND AT
BEAMS/GIRDERS ALONG COLUMN LINES
(FOR CONCRETE THICKNESS OVER COMPOSITE DECK NOT EXCEEDING 3 1/2")
SECTION @ ELEVATOR SILL
DECK CAN BE
PARALLEL OR PERP.
TO BEAM
CONT. ž4x4x3/8
® OF BEAM
* *
*
"*" COORDINATE DIMENSIONS WITH ELEVATOR MANUFACTURER
CONT. 5/16" BENT ™
w/ 1/2"Øx4" HEADED
STUD @ 2'-0" o/c
2 7/8"
1 15/
1
6
"
3 1/4"
TYPICAL CURTAINWALL SUPPORT DETAIL
GRAVITY/LATERAL
CONN. BY WINDOW
SYSTEM MFR
CONC. SLAB ON DECK
DIRECTION VARIES
SEE SECTIONS
WINDOW
SYSTEM
(SEE ARCH.)
3/8" STIFF. ™, SPACING
TO MATCH MULLION
LOCATIONS. COORD. w/
WINDOW SYSTEM MFR.
(5'-0" o/c MAX.)
ž3x3x1/4 w/ 1/4" ™
@ EA. STIFF. ™
1/4" BENT ™ w/ (2) 1/2"Ø
EXP. BOLTS IN
FLUTES OF DECK1
2
NOTE: VERTICAL SUPPORT IS ASSUMED TO BE AT EVERY FLOOR. IF THIS IS NOT
ACCURATE, NOTIFY STRUCTURAL ENGINEER TO MODIFY STRUCTURAL STEEL
DESIGN AS REQUIRED.
EXISTING WALL
TO BE REMOVED
1/2"Ø THRU-BOLT @
EA. BEARING END
STEEL ANGLES (SEE
PLAN FOR SIZE)
& 2'-0" o/c
8" MIN. BEARING EA. END
ON (2) COURSES OF GROUTED
CMU
@ OPENING
INCREMENTS @
3/16" ™ IN 2'-0"
ERECTION SEQUENCE:
TYPICAL INSTALLATION OF NEW LINTEL
IN EXISTING WALL DETAIL
3) REPEAT STEPS 1 & 2 ON OTHER SIDE.
4) INSTALL 1/2"Ø THRU-BOLTS.
5) INSTALL & WELD 3/16" PLATE TO UNDERSIDE OF
CHANNEL IN 2'-0" INCREMENTS AS WALL IS REMOVED.
1) SAWCUT 4" SLOT ON ONE SIDE.
2) INSTALL CHANNEL ON ONE SIDE.
3/16 3@12
ERECTION SEQUENCE:
INSTALLATION OF CHANNEL LINTEL
3) REPEAT STEPS 1 & 2 ON OTHER SIDE.
4) INSTALL 1/2"Ø THRU-BOLTS.
5) INSTALL & WELD 3/16" PLATE TO UNDERSIDE OF
CHANNEL IN 2'-0" INCREMENTS AS WALL IS REMOVED.
1) SAWCUT 4" SLOT ON ONE SIDE.
2) INSTALL CHANNEL ON ONE SIDE.
INCREMENTS @
@ OPENING
3/16" ™ IN 2'-0"
EXISTING WALL
TO BE REMOVED
1/2"Ø THRU-BOLT @
EA. BEARING END
& 2'-0" o/c
STEEL CHANNELS (SEE
PLAN FOR SIZE)
3/16 3@12
TYPICAL DETAIL FOR OPENINGS IN WEB OF STEEL BEAMS
SCALE: 3/4" = 1'-0
DRAWING: \FRM\S8
3xd
4d
HL
® OPENING® OPENING
1/2 OF OPENING
HEIGHT, TOP & BOTT.,
2" MIN. (TYP.)
2'-0 3/8"D= MINIMUM CLEAR
@ CONNECTION OR
POINT LOAD, TYP.
EDGE OF CONNECTION
MATERIAL
TYP.
1/2" M
A
X
.1/2" MAX.
TYP. 3xL SEE PLAN FOR
BEAM SIZE
NOTE:
ALL HOLES IF POSSIBLE SHALL BE LOCATED IN THE MIDDLE THIRD OF SPAN.
1) IF THE OPENING IS IN THE MIDDLE THIRD OF THE SPAN AND:
a) "d" OR "L" OR "H" IS 1/4 D OR SMALLER - NO REINFORCEMENT IS REQUIRED.
b) "d" OR "L" OR "H" IS LARGER THAN 1/4 D BUT SMALLER THAN OR EQUAL TO 1/3 D -
ADD WEB REINFORCING PLATE SAME THICKNESS ON ONE SIDE ONLY (3/8" MIN.).
c) "d" OR "L" OR "H" IS LARGER THAN 1/3 D - SEE STIFFENER REINFORCEMENT DETAIL.
2) IF THE OPENING IS LOCATED OUT OF THE MIDDLE THIRD OF THE SPAN AND:
a) "d" OR "L" OR "H" IS 1/6 D OR SMALLER - NO REINFORCEMENT IS REQUIRED.
b) "d" OR "L" OR "H" IS LARGER THAN 1/6 D BUT SMALLER THAN OR EQUAL TO 1/4 D -
ADD WEB REINFORCING PLATE SAME THICKNESS ON ONE SIDE ONLY (3/8" MIN.)
c) "d" OR "L" OR "H" IS LARGER THAN 1/4 D - SEE STIFFENER REINFORCEMENT DETAIL.
(UNREINFORCED OR DOUBLER PLATE REINFORCING)dD3 13
/
1
6
"
1/4 TYP.
TYPICAL WF COLUMN CONNECTION TO TRANSFER GIRDER
COLUMN WEB PARALLEL TO
GIRDER WEB
COLUMN 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
1 1/ 16"
COLUMN
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"
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
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
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.
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 2:14:48 PMS-402
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