S-519.pdf

US Army Corps of Engineers

Huntington District

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3 SPACES @ 2’-8" C. TO C. = 8’-0" 6 SPACES @ 2’-8" C. TO C. = 16’-0"

1’-4" 8" 8" 1’-4" 5 SPACES @ 2’-8" C. TO C. = 13’-4" 1’-4" 8"

1’-1"

4" 4" 4" 4"

8" 8"5"

7 - SPACES @ 1’-4" C. TO C. = 9’-4"3"

2"

4" 4" 4" 4"

8" 8"

4" 4" 4" 4"

8" 8"

12 - SPACES @ 1’-4" C. TO C. = 16’-0" 8"

3�"

1’-9" 3 - SPACES @ 2’-8" C. TO C. = 8’-0" 8" 8" 8" 8" 1"

5"

3"

2"

7 - SPACES @ 1’-4" C. TO C. = 9’-4"

8" 8" 8" 8" 8" 8"

4" 4" 4" 4" 12 - SPACES @ 1’-4" C. TO C. = 16’-0" 8"

2�" 7" 7" 2�"

1’-7�"

5"

�" WEB P

3" O.D.

WASHERS

STD. HEX NUT

4" COUPLER NUT

�" DIA. ANCHOR BOLT

IN TWO PIECES

BAR 2�"x�"

STD. HEX.

NUTS

3" O.D.

WASHERS

�" DIA.

ANCHOR BOLTS

BAR 2�"x�"

BAR 6�"x�"

�" WEB

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TIGHT FIT

4�" 5" 5" 4�"

5" 7" 7" 5"

2’-0"

1’-0" 1’-0"

9�" 9�"

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�" ANCHOR BOLTS �" ANCHOR BOLTS

�" ANCHOR BOLTS

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1’-1" 9 - SPACES @ 2’-8" C. TO C. = 24’-0" 1’-8" 11 - SPACES @ 2’-8" C. TO C. = 29’-4"

MILL END OF QUOIN

CONTACT BLOCKS

MILL END OF QUOIN

CONTACT BLOCKS

MILL END OF QUOIN

CONTACT BLOCKS

�" ANCHOR BOLTS

BAR 6�"x�"

4" 5" 5" 4"

1’-6"

3�"

1�"

3�"

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

S-519

�" FILLER NORMAL

(BY OTHERS)

12 - SPACES @ 1’-4" C. TO C. = 16’-0"

6 - SPACES @ 2’-8" C. TO C. = 16’-0"

1"13 SPACES @ 1’-4" C. TO C. = 17’-4"13 SPACES @ 1’-4" C. TO C. = 17’-4"13 SPACES @ 1’-4" C. TO C. 17’-4"7 SPACES @ 1’-4" C. TO C. = 9’-4"

4" 4" 4" 4" 12 - SPACES @ 1’-4" C. TO C. = 16’-0" 4" 4" 4" 4" 12 - SPACES @ 1’-4" C. TO C. = 16’-0"

6 - SPACES @ 2’-8" C. TO C. = 16’-0"

12 - SPACES @ 1’-4" C. TO C. = 16’-0"

3’-8"

6 SPACES @ 2’-8" C. TO C. = 16’-0"

1’-9" 1’-4" 2 SPACES @ 2’-8" C. TO C. = 5’-4" 1’-4" 8" 8" 1’-4" 5 SPACES @ 2’-8" C. TO C. 13’-4" 1’-4" 8" 8" 1’-4"

6 SPACES @ 2’-8" C. TO C. = 16’-0"

5 SPACES @ 2’-8" C. TO C. 13’-4"

NOTE:

WALL QUOIN AND QUOIN CONTACT BLOCK ARE SHOWN

SPLICED IN THREE LOCATIONS. IF ADDITIONAL SPLICES ARE

NECESSARY DETAILS OF SPLICES SHALL BE AS IN TYPICAL

SPLICE DETIALS. THE ENDS AT SPLICES SHALL BE STRAIGHT AND

MACHINED NOT TO DEVIATE BY MORE THAN " FROM

DIMENSIONS SHOWN

NOTE:

HOLES CONNECTED BY ZIGZAG LINES ARE FOR MATCHING HOLES IN THE CONTACT

BLOCK AND FLG. OF EMBEDDED WALL QUOIN HOLES IN CONTACT BLOCK TO BE

1 �" DIA HOLES. HOLES IN EMBEDDED WALL QUOIN TO BE DRILLED AND TAPPED FOR

�" DIA. HEX HEAD CAP SCREWS. (SEE SECT. B-B). OTHER HOLES IN CONTACT BLOCK

(EXCEPT THOSE FOR POURING FILLER.) SHALL BE DRILLED AND TAPPED FOR �" DIA.

HEX HEAD CAP SCREWS.

�" DIA. x 2" (FULL THREADED)

HEX HD. BOLTS, NUTS

AND WASHERS

C SPLICE

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C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C SPLICE

L

C QUOIN CONTACT BLOCKL

C QUOIN

CONTACT BLOCK

L

C CONTACT BLOCKL

L

C GIRDER G-12

1" END P L

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SIDE P �"x2"x5"

(TRIM TO RADIUS

SHOWN)

L

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L

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DRILL 1 �" DIA. HOLES

FOR �" CAP SCREW

WITH PLAIN WASHER

�" STIFF. P L

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�" STIFF. P L

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�" R.

�" R.

3’-0" R.

R

R

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C SPLICE P’sLL

�"x10�"x1’-10�" P

1 �"x 2’-0" P

�" STIFF P

1"x18�" P

1’-5�"1’-3�"

S-519

E

S-519

D

S-519

A

S-519

B

S-519

C

8" 8" 6 - SPACES @ 2’-8" C. TO C. = 16’-0" 8"

S-519

F

S-519

DSECTION

S-519

ASECTION

S-519

CSECTION

S-519

BSECTION

S-519

FSECTION

S-519

ESECTION

7" 10" 7"

2’-0"

S-519

ASPLICE DETAIL

S-519

BEND PLATE DETAIL

S-519

A

S-519

B

NOTES:

WALL QUOIN BLOCK

MAKE 1 AS SHOWN

MAKE 1 OPP. HAND

WALL QUOIN - ELEVATION

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NOTE "A": (BY OTHERS)

WITH THE QUOIN END OF LEAF

AND WALL QUOIN BLOCK

PLUMB ADJUST CLEARANCE

BETWEEN BLOCKS AS SHOWN.

SCALE: �"=1’-0"

SCALE: �"=1’-0"

SCALE: �"=1’-0"

SCALE: �’’=1’-0’’

2’1’06"12"

SCALE: 3’’=1’-0’’

6’’3’’0 12"

SCALE: 1 �’’=1’-0’’

1’03’’6’’9’’12’’

SCALE: 1 �"=1’-0"

SCALE: 1 �"=1’-0"

SCALE: 1 �"=1’-0"

SCALE: 1 �"=1’-0" U

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DRILL AND TAP BLOCK

FOR �" CAP SCREW

NOTE: (BY OTHERS)

END P 1"x18�"x2’-0"

BY

OTHERS

SEALING LUG 2�"x4�"x6�"

(TRIM TO RADIUS SHOWN).

L�"x10�"x1’-10�" P

2’-8"

5"

DRILL AND TAP HOLE THRU

QUOIN BLOCK FOR 1 �" DIA.

STD. PIPE PLUG. HOLES ARE

FOR FILLER POURING

THE FOLLOWING ITEMS ARE PROVIDED

BY OTHERS: �" DIA. ANCHOR BOLTS,

4" COUPLER NUTS, 3" OD WASHERS

AND STD. HEX. NUTS FOR THE �" DIA.

ANCHOR BOLTS.

DRILL �" DIA. HOLES

IN ASSEMBLY FOR

�" DIA. x2"(FULL THREADED)

HEX. HD. BOLTS. NUTS

AND WASHERS

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DRILL AND TAP P

FOR �" CAP SCREW

3�" LONG FULL THREAD

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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 rk

B

C

D

2 3 4 5

D a te

A p p r

M a rk

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

1.

2.

3.

4.

5.

6.

7.

8.

FOR GENERAL NOTES SEE SHEET S-001.

ALL MATERIAL SHALL BE ASTM A572 GRADE 50

UNLESS OTHERWISE NOTED OR SPECIFIED.

WALL QUOIN CONTACT BLOCKS AND SEALING

LUGS SHALL BE ASTM A572 GRADE 42.

RIGHT LEAF QUOIN SHOWN, LEFT LEAF QUOIN

OPPOSITE HAND.

ALL CAP SCREWS AND WASHERS SHALL BE

ASTM B164, UNS N04405.

ITEMS IDENTIFIED AS "BY OTHERS" ARE NOT

PART OF THIS CONTRACT.

QUANTITIES ARE FOR ONE GATE (TWO LEAVES).

GOVERNMENT FURNISHED WALL QUOIN BLOCKS

WILL HAVE THE HOLES DRILLED BUT NONE TAPPED.

THE CONTRACTOR SHALL ENSURE THE REQUIRED HOLES

IN THE WALL QUOIN ALIGN WITH THE HOLES IN THE WALL

QUOIN BLOCKS AND TAP THE REQUIRED HOLES

IN THE WALL QUOIN BLOCKS.

1 REQUIRED AS SHOWN

1 REQUIRED OPP. HAND MARK NO. S-519-1L

MARK NO. S-519-1R GOVERNMENT FURNISHED SEE NOTE 8