A.07.23_Attachment_01_FOG_Bulkheads.PDF

ELEVATION

SCALE: 3/4" = 1'-0"

PLAN

SCALE: 3/4" = 1'-0"

END ELEVATION

SCALE: 3/4" = 1'-0"

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IDENTIFICATION

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US Army Corps of Engineers ®

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SHEET OF

BORDER VERSION UPDATE [06-2013]

S-101 3 4

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SECTION

SCALE: 3/4" = 1'-0"-

A

A

S-301 F

SECTION

SCALE: 3" = 1'-0"-

B

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D S-301

S-301 C

S-301 E

S-301 G

NOTES:

1. ALL CJP BUTT JOINTS TO BE GROUND FLUSH, UNLESS NOTED OTHERWISE.

2. ANY WELDS OMITTED SHALL BE ASSUMED TO BE CJP GROOVE WELDS AND MUST BE CLOUDED

ON SHOP DRAWINGS.

3. PAINT BULKHEADS WITH SYSTEM 5‐E‐Z IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02.

4. THE FOLLOWING MEMBERS ARE FRACTURE CRITICAL:

a. SKIN PLATE

b. LIFTING LUG

c. HORIZONTAL BEAMS

d. VERTICAL BEAMS (INCLUDING SIDE BEAMS)

5. BULKHEADS, INCLUDING THE LIFTING LUGS AND DOGGING BEAMS, MUST BE FABRICATED TO OPERATE WITH THE EXISTING LIFTING BEAM AND WITHIN THE EXISTING BULKHEAD SLOTS. SEE

SPECIFICATIONS FOR TESTING REQUIREMENTS AND REFERENCE DRAWINGS FOR EXISTING

FEATURES' INFORMATION. WHERE POTENTIAL CONFLICTS ARE IDENTIFIED, NOTIFY THE

GOVERNMENT PRIOR TO COMMENCEMENT OF WORK FOR AFFECTED PARTS.

2"

3" (R

EF

4"

5"

2"

4"

2"

R1 3 4 "

R1 1 2 "

2" 21

2"

4"

TAPER LIFTING LUG PLATE

BY MACHINING AT SLOPE OF

2.5:1 TO MATCH WEB PLATE

4" THK. PLATE

2"x45° CHAMFER EA. SIDE

R1"

R1"

CJP, GRIND FLUSH

CJP

5/16" 5/16"

WRAP WELDS

TYP.

8'-101

2" (CRITICAL DIMENSION)

4' -8

3'

-1 0"

1" SKIN PLATE

4'-51

4" (CRITICAL DIM.) 4'-51

4" (CRITICAL DIM.)

LIFTING LUG

DOGGING BEAM

8'-41

2" C. TO C. BEARING

2'-91

4" (REF)

8'-101

2" (CRITICAL DIM.)

3" 3" 4'-21

4" 4'-21 4"

2"

LIFT CENTER

'-3

4" S

E A

L

LE

N G

TH

2"

4" 1' -0

1'

-1

2"31 2"

2"

1"

R 1 2"

SPRING

SPRING

RETAINER

1/4"

2"x1"x0'-4" BEARING

BLOCK

DOGGING BEAM

DOUBLER PLATE

SEE DETAIL

1/2" PLATE

DOGGING BEAM

SIMILAR OPENING

OMIT DOUBLER PLATE AND 3"x1"x4" BAR

4"

4"

2"

CONTINUOUS RUBBER

BOTTOM SEAL

4"

1-1/4"x1/2"x0'-6" BOTTOM BEARING BAR

3-PLACES, EQUALLY SPACED

1'-7" C. TO C.

5"

BULKHEAD CL

2'-0"

2" DRAIN HOLES, ALL

WEBS EXCEPT TOP

BULKHEAD CL

5' -6

5'

-0

'-0

C

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IC

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R1 1

2 " TYP

START OF TAPER

R51 2"

R6" TYP.

R6" T

YP.

4"

6" TYP. 6"

4"

6"

7" T

Y P.

6"

5/16" WEB

PLATE, TYP.

5/8" WEB

PLATE

5/16" WEB

PLATE, TYP.

5/16" TOP PLATE

5/16" BOTTOM

PLATE

1/2" THICK

END PLATE

7"x1/2" FLANGE

PLATE, TYP.

6"x1/2" FLANGE

PLATE, TYP.

6"x5/8" FLANGE

PLATE, TYP.

6"x1/2" FLANGE

PLATE, TYP.

4"x1/2" FLANGE PLATE.

SIM. AT TOP

2"

C R

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IC

A L

D

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CJP GRIND

FLUSH TYP.

CJP GRIND

FLUSH TYP.

CJP GRIND

FLUSH TYP.

CJP GRIND

FLUSH TYP.

4"

7"

OPENING IN TOP

PLATE TO CLEAR

LIFTING LUG

1/2"R

(2) 5/8"Ø FLAT-HEAD

CAPSCREWS, TYP.

4"

4"

1"R

DOGGING BEAM ASSEMBLY

SCALE: 3" = 1'-0"

MATERIAL: ALL PARTS A709 GRADE 50 F2

QUANTITY: 2 PER BULKHEAD

SPRING

SCALE: 3" = 1'-0"

MATERAL: ASTM A689 GRADE 5160 (180 KSI YIELD)

QUANTITY: 1 PER SPRING ASSEMBLY

4 PER BULKHEAD

SPRING PARTIAL PLAN

SPRING RETAINER

SCALE: 3" = 1'-0"

MATERIAL: ASTM A709 GRADE 50 F2

QUANTITY: 2 PER SPRING ASSEMBLY

8 PER BULKHEAD

DOUBLER PLATE DETAIL

SCALE: 3" = 1'-0"

MATERIAL: ASTM A709 GRADE 50 F2

QUANTITY: 2 ASSEMBLIES PER BULKHEAD

CLAMP BAR

SCALE: 6" = 1'-0"

MATERIAL: ASTM A36

APPLIES TO SIDE AND BOTTOM SEALS

SEAL DETAIL

SCALE: 6" = 1'-0"

MATERIAL: NATURAL RUBBER

APPLIES TO SIDE AND BOTTOM SEALS

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IDENTIFICATION

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US Army Corps of Engineers ®

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54321

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SHEET OF

BORDER VERSION UPDATE [06-2013]

S-301 4 4

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SECTION

SCALE: 3" = 1'-0"S-101

C

SECTION

SCALE: 3" = 1'-0"S-101

F

SECTION

SCALE: 3" = 1'-0"S-101

G

SECTION

SCALE: 3" = 1'-0"S-101

E

SECTION

SCALE: 3" = 1'-0"S-101

D

2'-9"

4" 1'-31

4" 101 2" 3"

1"

8" 1'-9"37

8"

5"

5" 5"

1/4" 1/4"

1/2" PLATE, TYP.

1-1/2"x1/2"x0'-4" PLATE, TYP.

7/8" BAR

4"

4"

2"1 2"

1/2" PLATE ALL SIDES

1/2" PLATE, TYP.

CJP GRIND

FLUSH TYP.

R1'-10"

R1'-3"

SYMMETRICAL ABOUT C.L.

2"

4" 3

4"12" 12"

2"

R 1 4"

2"

4" 2" 11

4"

1/8" CHAMFER

ALL AROUND

4"

4"

4"

4"

1/4"R

8"

1"

3"

4" 21

4"

4"

8"

4"

2"

8"

4"

R11 2"

T

YP.

1" 1"

4"

SKIN PLATE

8"

CJP GRIND

FLUSH

2" 1/4"

1/4"

WRAP

WELDS

SPRING

BEARING BAR

SPRING

RETAINER

1/4" 1/4"

WRAP

WELDS

5/16" 5/16"

WRAP

WELDS

SEE NOTE 3

NOTES:

1. SEE STRUCTURAL GENERAL NOTES ON SHEET S‐001.

2. OMIT WELD ACCESS HOLES AT INTERSECTING WELDS FOR DOGGING BEAM ASSEMBLY ONLY TO PROVIDE A WATER‐TIGHT ASSEMBLY. THE FULLY ENCLOSED AREA BETWEEN STIFFENERS IS NOT REQUIRED TO BE PAINTED. ALL OTHER EXPOSED AREAS OR AREAS WHERE WATER COULD INFILTRATE MUST BE PAINTED IN

ACCORDANCE WITH THE SPECIFICATIONS.

3. PROVIDE 1/16" BEVELS WHERE CORNERS OF THE SIDE SEAL CLAMP BARS CONTACT SIDE SEAL.

2"

2"

4"

SIDE SEAL

CLAMP BAR

BOTTOM BEARING BAR

(3 PLACES)

2"

4"

5/16" PLATE

BEARING BAR

1/4" CJP

5/16" 5/16"

1/4" 1/4"

1/4" 1/4"

WRAP

WELDS

SKIN PLATE

12"

1/4"

SIDE SEAL

CLAMP BAR

SKIN PLATE

5/16" PLATE

BEARING BAR

R1 1

2 " TYP.

CJP GRIND THICK-

ER MEMBER AT

2.5:1 SLOPE

FOR SMOOTH

TRANSITION

5/16" 5/16"

WRAP

WELDS

1/4" 1/4"

WRAP

WELDS

1/4" CJP 1/4" CJP

SOME FEATURES NOT

SHOWN FOR CLARITY

SIDE SEAL

CLAMP BAR

SKIN PLATE

5/16" PLATE

CJP

CJP

1/4" 1/4"

WRAP

WELDS

1/4" 1/4"

WRAP

WELDS

TYP.

R11

2" TYP.

12"

1" 101 2" 1

2"

SOME FEATURES NOT

SHOWN FOR CLARITY

11"

1' -8

2"

7"

4"

4"

SI

D

E S

6"

5/16" TOP PLATE

SKIN PLATE

2"

2"

8"

2"

2"

2"

1"R

3/4"R

1/4"

1/4"

4" 23

4"

4"

4"

5/16" BOTTOM PLATE

NOTCH WEB TO

CLEAR LIFTING LUG

BULKHEAD C.L.

SKIN PLATE

2"

3/16"TYP.

1/4"TYP. 1/4" TYP.

1/4" TYP.

16"Ø

4"

(1/2") 1/4"

GRIND REMOVE WELD

REINFORCEMENT

5/16" 5/16"

WRAP

WELDS

TYP.

1/2"Ø F.H. CAPSCREWS

AT 6" O.C. MAX. AND 2"

MAX. FROM ENDS AND

SPLICES, TYP.

DRILL AND COUNTER-

SINK FOR 5/8"Ø FLAT-

HEAD CAPSCREWS, TYP.

8"

4"

4"

8"

4"

4"