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BẢN VẼ CÁC CHI TIẾT ĐIỂN HÌNH- KC SÀN LIÊN HỢP

* * * 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



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