CLR_LRDR_MCF_S-900549B_AM_10.pdf

T.O. STL ATTIC

21' - 0"

MC10X22 GIRT

1/4"

CONT

1/4" HEMP SHIELD WF GIRDER

2' - 0"

2' - 10"

WF BEAM

BEAM GIRDER CONNECTION

SEE TYPICAL BEAM

CONNECTION DETAILS

1/8" CONTINUOUS CLOSURE

TRIM EXPANSION JOINT (TYP)

SEE Z SHEETS FOR DETAIL

1/4"

TYP. ONE

SIDE OF

FLANGE

AND WEB

1/2" GAP

CANTILEVER DECK

SUPPORT BEAM @ ATTIC

AND ROOF LEVELS

W8X24 OUTRIGGER

CP-UT,

BACK

GOUGE

T.O. STL ATTIC

21' - 0"

W8X24 OUTRIGGER

MC10X22 GIRT

1/4"

CONT

1/4" HEMP SHIELD

WF COLUMN

2' - 0"

2' - 10"

BEAM COLUMN CONNECTION

SEE TYPICAL BEAM

CONNECTION DETAILS

2 - 3/4" BOLTS

1/8" CONTINUOUS CLOSURE

TRIM EXPANSION JOINT (TYP)

SEE Z SHEETS FOR DETAIL

CANTILEVER GIRT

SUPPORT BEAMS

@ 7'-0" OC

1/4"

TYP. BOTH

SIDE OF

FLANGE

AND WEB

2' - 9 1/2"

S-900549B

1/4" HEMP SHIELD

MC10X22 GIRT

W8X24 OUTRIGGER

WF GIRDER

BEAM COLUMN CONNECTION

SEE STEEL FRAMING DETAILS

WF BEAM

MC10X22 GIRT

L3X3X1/4 x 6" ANGLE

2 - 3/4" Ø BOLTS

1/4"

TYP

GAGE

2 - 3/4" Ø BOLTS

T Y

P G

A G

E

1/4"

TYP. BOTH SIDE OF

FLANGE AND WEB

1/8" CONTINUOUS

CLOSURE TRIM

EXPANSION

JOINT (TYP)1/4" HEMP SHIELD

MC10X22 GIRT @ 7'-0" O.C.

2 - 3/4" Ø BOLTS

L3X3X1/4 x 6" ANGLE

MC10X22 GIRT

1/4"

NOTES

1. GIRT DETAIL FOR MC10 IS SHOWN. GIRT

DETAIL FOR MC6 WILL BE SIMILAR UNLESS

NOTED OTHERWISE.

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A p p ro v e d

Reference number:

HGFEDCBA

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US Army Corps of Engineers ®

Alaska District

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RTA S-900549B

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SCALE:

0 1' 1'

1-1/2" = 1' - 0"

12" 1'

SCALE:

0 1' 1'

1-1/2" = 1' - 0"

12" 1'

1 1/2" = 1'-0"S-900549B

2 DECK SUPPORT BEAM TO GIRDER CONNECTION

1 1/2" = 1'-0"S-900549B

1 OUTRIGGER TO COLUMN CONNECTION

SCALE:

0 1' 1'

1-1/2" = 1' - 0"

12" 1'

1 1/2" = 1'-0"S-900549B

3 GIRT CORNER CONNECTION DETAIL

3" = 1'-0"S-900549B

4 MC10 GIRT CORNER CONNECTION SECTION

SCALE:

0 3" 6"

3" = 1' - 0"

6" 6"

S ym

A c tio n D e s cr ip tio n D a te

A p p vd

A M

A

M E

N D

M E

N T

.0

.2

B

T N

101010