* * * S A F E T Y
LONGITUDINAL SPACING=4 1/2 " (MIN)
TRANSVERSE SPACING=3" (MIN)
MAXIMUM SPACING=24" (REQUIRES A
PLUG WELD WHEN STUD SPACING
EXCEEDS 16")
NOTES:
1. 3 STUDS AS SHOWN ARE MAX
NUMBER ALLOWABLE PER DECK RIB.
2. USE ONLY ONE STUD PER RIB UNTIL
NO. OF STUDS EXCEEDS DECK RIBS
AVAILABLE.
3. WHEN DOUBLING OR TRIPLING OF
STUDS IN DECK RIBS BECOMES
NECESSARY, BEGIN FROM EA. END OF
THE BEAM & PROCEED TOWARDS
THE CENTER OF THE BEAM SPAN.
4. STUDS 3/4 " DIA UNO.
5. UNIFORMLY PLACE EQ NO’S OF
STUDS EA SIDE OF BEAM CL
(PURLIN) OR PLACE UNIFORMLY
BETWEEN BEAM CL’S AS SHOWN ON
PLAN (GIRDER).
WHERE DIM EXCEEDS
RIB
3/4"
F
CONDUITS ENTERING
SLAB, SEE ELEC
MIN SPA OF CONDUIT
1. 3xCONDUIT DIA (3/4" MIN.)
2. ONE CONDUIT PER DECK RIB
ACHIEVE MIN SPA
MAX CONDUIT
DIA=1/3xT
W/ DISTANCE SPECIFIED
P A Y S * * *
SEE PLAN
C
L BM
C
L BM
SEE PLAN
GIRDER
SEE PLAN
of Engineers
8" MAX
EQ
Louisville District
EQ
2’-0"
3/4"
CLR
3@12
DECK
SPAN
TSE
TSE
SEE PLAN
SEE PLAN
GIRDER
(1) #4 CONT
5/16 " BENT PL W/
1/2 " DIAx6" STUDS @
12" OC (SHORE
WHEN LONGER THAN
1’-4")
EXTENT OF CONCRETE
POUR (100’-0" MAX.)
NOTES:
1. JOINT LOCATIONS AS INDICATED ARE INTENDED TO ENSURE THAT
CAMBER IS REMOVED PRIOR TO COMPOSITE ACTION OF CONCRETE &
STEEL. ALTERNATE LOCATIONS SHALL BE REVIEWED BY ENGINEER.
2. JOINTS PARALLEL TO PURLINS SHALL BE LOCATED BETWEEN
PURLIN ALONG GRID AND FIRST ADJACENT PURLIN.
3. CONTINUE ALL SLAB REINF. THROUGH CONSTRUCTION JOINT.
MIN SPA
E
1
PLACEMENT OF ELECTRICAL
WITHIN COMPOSITE SLAB
NO SCALE
2
PLACEMENT OF HEADED STUDS
WITHIN COMPOSITE SLAB
3
NO SCALE
US Army Corps
COMPOSITE SLAB
CONSTRUCTION JOINT LAYOUT
4
NO SCALE
TYP COMPOSITE SLAB EDGE DETAIL
SCALE 3/4"=1’-0"
2"
2"
COLUMN
SEE PLAN
SEE PLAN
EXTERIOR WALL,
SEE ARCH
2"MIN
BRG LAP
COLUMN CONT @
GRID 5
D
SUPPORT MESH ON
CHAIRS TYP
BEAM
NOTE: COMPOSITE
SLAB AND DECK
NOT SHOWN FOR
CLARITY
L6x4x 5/16 (LLV) CONT
#4x4’-0" @ 18"0.C.
OVER GIRDERS
DRAPE MESH BETWEEN
BEAMS TYP
SEE PLAN
SLAB EDGE, SEE
PLAN AND 4/S513
2-12
3/16
3/8 " FITTED
STIFF PL,
SEE 5/S521
TBE
DOUBLE ANGLE CONN
@ GIRDER, SEE 9/S521
SINGLE PL CONN @
PURLIN, SEE 9/S521
SUPPORT BARS
ON CHAIRS
3/16
TSE
TSE
TSE
TSE
SEE PLAN
SEE PLAN
SEE PLAN
SEE PLAN
1/4
3-12
1/4
3-12
COLUMN
9A
DETAIL
SCALE 3/4"=1’-0"
PL 3/4 x7 1/2"x1’-2"
W/ (4) 3/4" DIA
BOLTS
1/4
TBE
SEE PLAN
BOLTED JOIST CONN
(GC TO COORD BOLT
HOLES W/ STEEL
SUPPLIER)
SINGLE PLATE
CONN SEE 7/S521
WF COLUMN
AT SIM
C
COMPOSITE BEAM
SEE PLAN
COMPOSITE BEAM
SEE PLAN
5
TYP COMPOSITE DETAIL
SCALE 3/4"=1’-0"
6
L6x6x3/8x0’-8"
AT EA JOIST LOC
TYP GIRDER DETAIL
7
SCALE 3/4"=1’-0"
TYP COLUMN CONNECTION DETAIL
SCALE 3/4"=1’-0"
8"
8"
BEAM
9A
8
S513
DETAIL
9
SCALE 3/4"=1’-0"
DETAIL
SCALE 3/4"=1’-0"
SEE PLAN
CMU WALL, SEE WALL
ELEVATIONS FOR REINF
(2) #4 CONT @
SLAB EDGE
B
’FLUSH’ EMBED PL
EP-1 @ 2’-8" OC, SEE
SCHED ON SHEET S601
BEAM
3/16
DOUBLE ANGLE
CONNECTION, SEE
6/S521
TSE
SEE PLAN
DECK ANGLE, SEE
12/S513 (NO
ANGLE AT SIM)
SEE 4/S513
4
(2) #4 CONT @
SLAB EDGE
TSE
TSE
TBE
SEE PLAN
SEE PLAN
SEE PLAN
T/O EP=TBE
3/16
2-12
3/16
2-12
1/4
3"
ROOF DECK
NOTCH
AT COL.
END OF
DECK
BEYOND
SEE PLAN
BENT PL
3/8x4x0’-5 7/8 " CONT
SEE PLAN
VARIES
DBL ANGLE CONN,
SEE 6/S521
4 SIDES
L3x3x1/4 CONT
EMBED PL EP-5,
SEE SCHED ON
SHEET S601
1/4
1/4
ROOF DECK
DETAIL
SCALE 3/4"=1’-0"
11
DETAIL
SCALE 3/4"=1’-0"
12
DETAIL
13
SCALE 3/4"=1’-0"
* * * S U P P O R T
V A L U E
E N G I N E E R I N G
-
I T
P A Y S * * *
DETAIL
SCALE 3/4"=1’-0"
BEAM
HSS GIRT
SHEET
REFERENCE
NUMBER:
L6x6x3/8x0’-6"
10
FITTED STIFFENER PL
HSS2 1/2 x2 1/2 x 3/16 x0’-4"
SPACER AT COL
TBE
BEAM
BASE PL, SEE 9/S513
JBE
1/4
JBE
A
1/2 "
PL 3/4x6x1’-6" W/
(2) 3/4 " DIA BOLTS (WELD
BEAM TO CAP PL AFTER
INSTALLATION)
DECK DIRECTION
VARIES SEE PLAN
CMU WALL, SEE WALL
ELEVATIONS FOR REINF
COLUMN
STIFF PL EA SIDE, SEE
5/S521
14
DETAIL
SCALE 3/4"=1’-0"
S513
CERTIFIED FINAL DESIGN