S-501.pdf

SCALE: 6" = 1’-0"

1"

1 �" DIA. HOLE

SCALE: 6" = 1’-0"

1�" R 2" R

1�"

1�"

1�" DIA. HOLE

4"

1.

2.

3.

4.

5.

6.

SCALE: 3" = 1’-0"

�" PL

�"x6" FLG. PL

7"

0"

0"

SCALE: 3" = 1’-0"

�"x6"x10" P

�"x6" P

L

�"x6" FLG. PL

SCALE: 3" = 1’-0"

�"x5" STIFF. PL

1 �"x10" JACKING PL�"x5�" STIFF. P

�"x5�" STIFF. P

L

L

1�" R

TYP.

TYP.

SCALE: 6" = 1’-0"

TYP.

10"

�"x3" CLAMPING P

1"x2�"x7" J-SEAL

L

L

�"x3" BASE P

LSTIFF. P

�"x3"

TYP.

TYP.

TYP.

LP

LP

LSTIFF. P

�"x4�"

LP

TYP.

�" SKIN P

INTERCOSTAL

JACKING P 1�"x10"

L

L

L

�" R. ON BASE P

�" WEB P

�" R. ON CLAMPING P

7’-7�"

�"x5" STIFF. P

(TYP.)

L

DIAPHRAGMDIAPHRAGM

O

H I O

R I V

E R

M E

L D

A H

L L

O C

K S

A N

D D

A M

C H

IL

O

O

H

0 0

9"

FOR GENERAL NOTES, SEE SHEET S-001.

ALL MATERIAL SHALL BE ASTM 572 GRADE 50, UNLESS

OTHERWISE NOTED OR SPECIFIED.

FOR SEAL DETAIL AT MITER END DETAILS, SEE SHEET S-502.

RUBBER SEAL SHALL CONFORM TO CONTRACT SPECIFICATIONS.

ALL SPLICES IN J-SEAL SHALL BE VULCANIZED.

GALV. INDICATES HOT DIPPED GALVANIZED.

S-312

FSECTION

S-501

ESECTION

S-501

ISECTION

S-312

GSECTION

S-312

HSECTION

S-501

E

S-501

I

R

R

1 �"

R 3"

135%%d2’19"

135%%d0’22"

206% d33’32"

153% d26’28"

NOTES:

PLAN

J-BULB SEAL

SCALE: �’’=1’-0’’

12" 0 1’ 2’ 4’3’

SCALE: 3’’=1’-0’’

6’’3’’0 12"

R

2"

NOTE:

PROVIDE 2" EXTRA @ EACH END

TRIM TO FIT UPON ASSEMBLY

MITER ENDQUOIN END

BY OTHERS

�"x3" CLAMPING PL

J-SEAL PRE-FORMED COMPRESSION SEAL

1’-6�"

R 1�"

1"x2�"x7" J-SEAL

�"x3" BASE PL

D.S. FLG.

U.S. FLG.

D.S. FLG.

TYP.

TYP.

120%%d

E X

T R A

EXTRA

MARK: S-501-1R

MARK: S-501-1L

LSTIFF. P

�"x3"

L

EXISTING EMBEADED

SILL L6x6x�

L

L

TYP.

7"

4�" 4�"

�" PL

3�"

�"x 5�" LONG. STIFF. PL

1" R . 1"

R

1" R.

TYP.

�"x5�"

LONG. STIFF. PL

DRILL AND TAP HOLES IN BLOCK

1" DEEP FOR �" DIA X 3" LG. CAP

SCREW W/ �" DIA. PIPE SPACER

�" LG. GALV. @ 6" CENTERS

8�"

6"x�"x9"x0’-7"

LG. TAPERED PL

TWO TAPERED

2�"x�"x0’-4�" P’s

L

�"x10" U.S. FLG. PL

�" STIFF. PL

�"x12" D.S. FLG. PL

�" DIA. HOLE FOR �" DIA. HEX. HD.

BOLT W/LOCK HEX. NUT GALV.�" DIA.

PIPE SPACER �" LG. GALV. @ 6" CENTERS

GRIND IF NECESSARY

4"

1’-�"

" 9

MAINTAIN �" PRE-SET

1"

�" SKIN P

�"X10" U.S. FLG.

�" GUSSET PL

L

1 �" GIRDER WEB PL

THICKNESS OF P TO BE

DETERMINED IN THE FIELD

(BY OTHERS)

1 �" R. 1 �" R.

PLAN

ELEVATION

S-205

ADETAIL

SCALE: 1 �’’=1’-0’’

1’03’’6’’9’’12’’

43’-9�"

WORK LINE

C �" GUSSET PL L

L

2’-1�" 1’-5�" 2’-1�" TO C

QUOIN DIAPH.

L

�"x3" BENT PL

C GIRDER G-12L

1 �" GIRDER

G-12 WEB P

GIRDER G-12 WEB PLATE DETAIL

SCALE: 1 �"=1’-0"

L

1 �" GIRDER

G-12 WEB P

EXISTING L6x6x3/4

DRILL & TAP FOR

�" DIA. FLAT HD.

HEX. SOCKET CAP

SCREW W/HEX.

LOCK NUT.

SILL EXTENSION

SEE S-502 (TO

BE ATTACHED BY

OTHERS)

L4x4x�"

�" STIFF. P

R

R

"R

1 �" R.

3’-10�"

TYP.

M.T.

TYP.

M.T.1

5" 2’-0" TO C

QUOIN DIAPH.

STOP �" AND �" FILLET WELDS

�" FROM EDGE OF GUSSET

PLATE AT THIS LOCATION

G

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D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a te

R e v

C k d b y

US Army Corps of Engineers

S u b m i t t e d b y

Sheet reference number:

D e s c r ip ti o n D a te

D e s c r ip ti o n A p p r

A

M a r k

B

C

D

2 3 4 5

D a te

A p p r

M a r k

D r a w in g c o d e

D e s i g n f i l e n o

F il e n a m e

P l o t d a t e

P l o t s c a l e

Huntington District

Sheet of

S H

E E

T

O F

B O

T T

O M

S E

A L

D E

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IN

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W E

S T

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IN

IA

H U

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IN

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IS

T

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T

U .S

A

R M

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O R

P S

O F

E N

G I N

E E

R S

D A

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A B

C

S-501

S

.d g n

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P L

A C

E M

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T M

I T

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G A

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2�"