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