DE

CK

SP

AN

TYP

L2x2x3/16", TYP

OP

EN

ING

LE

NG

TH

CLOSURE

CLOSURE

6’-0" < W

2.

L 4x3x1/4 (LLV)

SU

PP

OR

T

SU

PP

OR

T

"W"

3/16

3/16

"L"

WALL, TYP

TYP3/16

3/16

1.

NOTES:

OPENING CLOSURE

L 3x3x1/4

NA

2’-0" < W < 4’-0"

4’-0" < W < 6’-0"

7’-6" < L

L 5x3x1/4 (LLV)

SUPPORT

NA

6’-0" < L < 7’-6"

DECK SPAN

L 4x3x1/4 (LLV)L < 6’-0"

ME

TA

L D

EC

K S

PA

N

"W" "W" "W"

OPENINGS 1’-0" TO 2’-0"

3/16

WALL SUPPORT

PLAN

OPENINGS 2’-1" TO 6’-0"

PLAN

SECTION

2/12/2009i0531-021.dgn

G-TTLB-SCND, G-TTLB-TEXT, G-TTLB-TEXT-TITL AND G-TTLB-OTLN IN THE ACTIVE FILE WHEN PLOTTING

NTS

0531-021

ROOF DECK OPENING

12" TO

24" MAX

METAL ROOF

DECK

L2x2x3/16",

TYP

JOIST OR BEAM SUPPORT

TOP CHORD

OF METAL

JOIST OR BEAM

2 1

/2"

OPENING

WIDTHSUPPORT ANGLE,

SEE SCHED

REFER TO SPECIFICATIONS FOR SMALLER DECK OPENING

REINFORCEMENT.

ATTACH METAL DECKING TO ALL SUPPORTS PERPENDICULAR TO

DECKING SPAN WITH SPECIFIED FASTENERS AT EACH VALLEY OF

DECKING. ATTACH METAL DECKING TO SUPPORTS PARALLEL TO

SPAN @ 6" ON CENTER. WHERE VALLEY OF DECKING DOES NOT

FALL AT SUPPORTS PARALLEL TO DECK SPAN, PROVIDE FILLER

PIECES FOR EQUAL ATTACHMENTS.

SEE WALL

SUPPORT

CONNECTION

CL METAL

JOIST

OR BEAM

SEE JOIST OR

BEAM SUPPORT

CONNECTION

TYP EA

END

SUPPORT

ANGLE,

SEE SCHED

DECKING ATTACHMENT,

SEE NOTE 1

COPE ANGLE

AS REQD

FRAMING CONNECTIONS

L 5x3x1/4x0’-8"

LONG W/ 2 - 5/8"

DIA CONC ANCHORS

@ 5" GA.

DECK/WALL

CONN, SEE

WALL SUPPORT,

THIS SHEET