A.03.09 Needle Dam Equipment Storage Frame Plans.pdf

US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

FY18

BELLE, WEST VIRGINIA

MARMET LOCKS AND DAM

NEEDLE BEAM STORAGE FRAME

OCTOBER 2017

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

G -0

.d g n

G-001 1 6

IP

P

W P :d m s \G -0

.d g n

H E

C X

E R

H

.3

:1

/2

/2

S E

C -D

S \C

A D

D S tu ff \S

T D

V .p e n

S E

C -D

S \C

A D

D S tu ff \b w .c tb

-O

C T -2

:0

K A

N A

W H

A R

IV

E R

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

M

E R

H

H

H U

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

T

O R

A G

E F

R A

M E

AWS D1.1 (2015), SUBSECTION 5.14.

INSPECT SURFACES TO BE WELDED TO ASSURE COMPLIANCE WITH

PREPARATION OF BASE METAL - PRIOR TO WELDING, THE CONTRACTOR SHALL1.

THESE REQUIREMENTS.

AWS D1.1 (2015), SECTION 5 AND OTHER APPLICABLE PROVISIONS OF

WORKMANSHIP - WORKMANSHIP FOR WELDING SHALL BE IN ACCORDANCE WITH D.

THE CONTRACT DOCUMENTS.

STILL AIR. POST HEAT SHALL BE APPLIED/MAINTAINED AS PRESCRIBED IN

WELDING IS COMPLETED, AND THEN PERMITTED TO COOL SLOWLY IN

TO THE PRESCRIBED TEMPERATURE, HELD AT THAT TEMPERATURE UNTIL THE

PREHEATED SHALL BE SLOWLY AND UNIFORMLY HEATED BY APPROVED MEANS

MINIMUM PREHEAT SHALL BE 350 DEGREES F. THE WELDMENTS TO BE

70 DEGREES F. FOR FIELD CONNECTIONS TO EXISTING STEEL MEMBERS,

THAT THE TEMPERATURE OF THE BASE METAL SHALL BE AT LEAST

AND FIELD CONNECTIONS NOT INVOLVING EXISTING STEEL MEMBERS EXCEPT

OTHERWISE SPECIFIED FOR ALL WELDS COMPLETED DURING SHOP FABRICATION

AS REQUIRED BY AWS D1.1 (2015), SUBSECTION 3.5 AND 5.6 OR AS

PREHEAT AND INTERPASS TEMPERATURE - PREHEATING SHALL BE PERFORMED2.

MOISTURE OF LOW HYDROGEN ELECTRODES.

PRESCRIBED BY AWS D1.1 (2015), SUBSECTION 5.3 TO MAINTAIN LOW

TEMPERATURE STORAGE OVEN SHALL BE USED AT THE JOB SITE AS

WELDING REGARDLESS OF THE THICKNESS OF THE STEEL. A CONTROLLED

HYDROGEN ELECTRODES SHALL BE USED FOR MANUAL SHIELDED METAL-ARC

BE INCLUDED IN THE SCHEDULE OF WELDING PROCEDURES. ONLY LOW

REQUIRED. THE AWS DESIGNATION OF THE ELECTRODES TO BE USED SHALL

SHOWN WHERE A SPECIFIC CHOICE OF AWS SPECIFICATION ALLOWABLE IS

FOR THE BASE METAL AND WELDING PROCESS BEING USED OR SHALL BE AS

OF WELD METAL SHALL CONFORM TO THE APPROPRIATE AWS SPECIFICATION

FILLER METAL - THE ELECTRODE, ELECTRODE-FLUX COMBINATION, AND GRADE 1.

WELDING TECHNIQUEC.

DISTORTION, AND SHRINKAGE.

AWS D1.1 (2015). WELDING SHALL BE SUCH AS TO MINIMIZE RESIDUAL STRESSES,

THE MOLTEN METAL AND SHALL CONFORM TO THE APPLICABLE PROVISIONS OF

ARC WELDING PROCESS USING A METHOD WHICH EXCLUDES THE ATMOSPHERE FROM

WELDING PROCESS - WELDING OF STRUCTURAL STEEL SHALL BE BY AN ELECTRICB.

PERFORMED USING A PREQUALIFIED OR QUALIFIED BY TESTING WELD PROCEDURE.

PRESCRIBED IN CONTRACT DOCUMENTS, REGARDLESS OF WHETHER A WELD IS

QUALIFIED BY TESTS. NON-DESTRUCTIVE TESTING SHALL BE PERFORMED, AS

SHALL BE CLEARLY IDENTIFIED AS BEING PREQUALIFIED OR REQUIRED TO BE

PREHEAT, AND INTERPASS TEMPERATURE REQUIREMENTS. EACH WELDING PROCEDURE

FOR EACH REQUIRED JOINT. WELDING PROCEDURES MUST INCLUDE FILLER METAL,

SPECIFICATIONS AND TABLES OF DIAGRAMS SHOWING THE PROCEDURES TO BE USED

SECTION 4 PART B. THE SCHEDULE SHALL PROVIDE DETAILED PROCEDURE

SECTION 3 OR SHALL BE QUALIFIED BY TESTS AS PRESCRIBED IN AWS D1.1 (2015),

CONFORM TO THE REQUIREMENTS SPECIFIED IN THE PROVISIONS OF AWS D1.1 (2015),

PROCEDURES FOR EACH STEEL STRUCTURE TO BE WELDED. THE SCHEDULE SHALL

SECTION 3. THE CONTRACTOR SHALL SUBMIT A COMPLETE SCHEDULE OF WELDING

STRUCTURAL STEEL SHALL BE PREQUALIFIED AS DESCRIBED IN AWS D1.1 (2015),

WELDING PROCEDURES FOR STRUCTURAL STEEL - WELDING PROCEDURES FOR A.

WELDING OPERATIONS (WELDING OF STRUCTURAL STEEL)13.

SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF AWS D1.1 (2015).

PROCEDURES. ALL WELDING EQUIPMENT, MATERIALS, AND THEIR STORAGE REQUIREMENTS

USED BY A QUALIFIED WELDER OR WELDING OPERATOR PERFORMING QUALIFIED WELDING

WIRE, AND FLUXES MUST BE CAPABLE OF PRODUCING SATISFACTORY WELDS WHEN

WELDING EQUIPMENT AND MATERIALS - ALL WELDING EQUIPMENT, ELECTRODES, WELDING 12.

TO THE CURRENT VERSION OF AWS Z49.1.

SAFE WELDING PRACTICES AND SAFETY PRECAUTIONS DURING WELDING MUST CONFORM

11. SAFETY

REQUIREMENTS OF AWS D1.1 (2015).

ACCEPTABILITY OR NON-ACCEPTABILITY OF WELDS IN CONFORMANCE WITH THE

OFFICER’S DISCRETION. QUALIFIED INSPECTORS SHALL BE ABLE TO JUDGE THE

OTHER QUALIFICATIONS OR CERTIFICATIONS MAY BE ACCEPTED AT THE CONTRACTING

SPECIFIC INSPECTION FUNCTIONS UNDER THE SUPERVISION OF THE QUALIFIED INSPECTOR.

NOT QUALIFIED TO ASNT-RP SNT-TC-1A, AND ASSISTANT INSPECTORS MAY PERFORM

THE INSPECTOR MAY BE SUPPORTED BY ASSISTANT WELDING INSPECTORS WHO ARE

CONTRACT FOR LEVELS I OR II IN THE APPLICABLE NON-DESTRUCTIVE TESTING METHOD.

UNDER ASNT-RP SNT-TC-1A WITHIN A PERIOD OF 1 YEAR BEFORE THE DATE OF

ALL PERSONNEL PERFORMING NON-DESTRUCTIVE INSPECTION SHALL BE CERTIFIED

10. INSPECTOR QUALIFICATION

ACCOMPLISHED IN ACCORDANCE WITH AWS D1.1 (2015), SUBSECTION 4.24.

NOT BEEN TAKEN WITHIN THE PAST 12 MONTHS. RE-QUALIFICATION SHALL BE

FIRMS PERFORMING WORK UNDER THIS CONTRACT AND A QUALIFICATION TEST HAS

IF PREVIOUS QUALIFICATION WAS PERFORMED BY AN EMPLOYER OTHER THAN THOSE

TO QUESTION THE WELDER, WELDING OPERATOR, OR TACK WELDER’S ABILITY, OR

PERFORMED, A QUALIFICATION TEST HAS BEEN FAILED, THERE IS A SPECIFIC REASON

THE SPECIFIC WELDING PROCESS FOR WHICH HE IS SPECIFIED HAS BEEN

OR TACKER WELDER IS REQUIRED IF MORE THAN 6 MONTHS HAVE PASSED SINCE

RENEWAL OF QUALIFICATION - RE-QUALIFICATION OF A WELDER, WELDING OPERATOR,D.

CERTIFICATIONS CURRENT, ON FILE, AND FURNISH DOCUMENTS TO THE GOVERNMENT.

CERTIFYING THE QUALIFICATION TESTS. THE CONTRACTOR SHALL KEEP THE

IS QUALIFIED, THE DATE QUALIFIED, AND THE NAME OF THE FIRM AND PERSON

TACKER IS QUALIFIED, THE CODE AND PROCEDURE UNDER WHICH THE INDIVIDUAL

OF WELDING AND POSITIONS FOR WHICH THE WELDER, WELDING OPERATOR, OR

INDIVIDUAL IS QUALIFIED AS SPECIFIED. THE CERTIFICATION MUST STATE THE TYPE

OPERATORS, AND TACKERS TO BE EMPLOYED, AND CERTIFICATION THAT EACH

TO WORK UNDER THIS CONTRACT, SUBMIT THE NAMES OF THE WELDERS, WELDING

CERTIFICATES - BEFORE ASSIGNING ANY WELDER, WELDING OPERATOR, OR TACKERC.

WELDING CONDITIONS ENCOUNTERED UNDER THIS CONTRACT.

TO THE REQUIREMENTS OF THIS SPECIFICATION AND ARE APPLICABLE TO

THE WELDER, WELDING OPERATOR, AND TACKER QUALIFICATION TESTS CONFORM4.

CONDITIONS ENCOUNTERED UNDER THIS CONTRACT.

REQUIREMENTS OF THIS SPECIFICATION AND IS APPLICABLE TO WELDING

THE PREVIOUSLY QUALIFIED WELDING PROCEDURE CONFORMS TO THE 3.

CONSULTANT, OR THE CONTRACTOR’S APPROVED QUALITY CONTROL ORGANIZATION.

TESTING WAS PERFORMED BY AN APPROVED TESTING LABORATORY, TECHNICAL2.

ACCORDANCE WITH THE SPECIFIED REQUIREMENTS FOR DETAIL DRAWINGS.

TACKER QUALIFICATION TEST RECORDS ARE SUBMITTED AND APPROVED IN

QUALIFICATION TEST RECORDS, AND THE WELDER, WELDING OPERATOR, AND

COPIES OF THE WELDING PROCEDURE SPECIFICATIONS, THE PROCEDURE 1.

RE-QUALIFICATION IF ALL THE FOLLOWING CONDITIONS ARE MET:

THE PREVIOUS 6 MONTHS MAY BE ACCEPTED FOR THIS CONTRACT WITHOUT

OFFICER, WELDERS, WELDING OPERATORS, AND TACKERS QUALIFIED BY TEST WITHIN

PREVIOUS PERSONNEL QUALIFICATIONS - AT THE DISCRETION OF THE CONTRACTINGB.

CONSIDERED QUALIFIED FOR THE WELDING PROCEDURE USED.

WHO MAKE ACCEPTABLE PROCEDURE QUALIFICATION TEST WELDS WILL BE

REQUIREMENTS OF AWS D1.1 (2015). WELDERS, WELDING OPERATORS, AND TACKERS

CONTRACT MUST BE QUALIFIED IN ACCORDANCE WITH THE APPLICABLE

EACH WELDER, WELDING OPERATOR, AND TACKER ASSIGNED TO WORK ON THIS A.

WELDER, WELDING OPERATOR, AND TACKER QUALIFICATION9.

ENGINEER OF RECORD.

AND THE SUBMITTALS APPROVED BY THE CONTRACTING OFFICER AND THE DESIGN

TESTING PERSONNEL, WELDERS, WELDING OPERATORS, AND TACKERS HAVE BEEN QUALIFIED

DO NOT COMMENCE WELDING UNTIL WELDING PROCEDURES, INSPECTORS, NON-DESTRUCTIVE8.

METAL. ALL SHARP EDGES SHALL BE BROKEN TO A MINIMUM � INCH RADIUS.

BE EXPOSED OR VISIBLE SHALL BE CHIPPED, GROUND, OR MACHINED TO SOUND

OR HAND-GUIDED CUTS NOT EXPOSED TO VIEW. HAND-GUIDED CUTS WHICH ARE TO

AS NECESSARY TO REMOVE SLAG AND SHARP EDGES OF MECHANICALLY GUIDED

IS NOT TO BE WELDED, CHIPPING OR GRINDING WILL NOT BE REQUIRED EXCEPT

ACCORDANCE WITH AWS D1.1 (2015), SUBSECTION 5.14. WHERE STRUCTURAL STEEL

OBTAINED. SURFACES AND EDGES TO BE WELDED SHALL BE PREPARED IN

WITH A SURFACE THAT IS SMOOTH AND FREE FROM CRACKS AND NOTCHES IS

MECHANICALLY GUIDED OR HAND-GUIDED TORCHES, PROVIDED AN ACCURATE PROFILE

STRUCTURAL STEEL FABRICATION - STRUCTURAL STEEL MAY BE CUT BY C.

STRUCTURAL UNIT SHALL BE WITHIN AN ALLOWABLE VARIATION OF � INCH.

AS THE MATERIAL BEING MEASURED. THE OVERALL DIMENSIONS OF AN ASSEMBLED

BY AN APPROVED CALIBRATED STEEL TAPE OF APPROXIMATELY THE SAME TEMPERATURE

DIMENSIONAL TOLERANCES FOR STRUCTURAL WORK - DIMENSIONS SHALL BE MEASUREDB.

BE FREE OF TWISTS, BENDS, AND OPEN JOINTS.

MINIMUM RADIUS OF � INCH UNLESS OTHERWISE APPROVED. FINISHED MEMBERS SHALL

AND TRUE UNLESS OTHERWISE SHOWN. RE-ENTRANT CUTS SHALL BE FILLETED TO A

PORTIONS OF THE WORK SHALL BE NEATLY FINISHED. CORNERS SHALL BE SQUARE

THE ORIGINAL PROPERTIES OF THE METAL. SHEARING SHALL BE ACCURATE AND ALL

METAL AND IT SHALL BE ALLOWED TO COOL IN A MANNER THAT WILL NOT IMPAIR

HEATING IS REQUIRED, PRECAUTIONS SHALL BE TAKEN TO AVOID OVERHEATING THE

WELDING IS DEFINITELY SPECIFIED, INDICATED, OR OTHERWISE APPROVED. WHERE

THE MATERIAL. MATERIAL WITH WELDS WILL NOT BE ACCEPTED EXCEPT WHERE

NOT IMPAIR THE METAL. SHARP KINKS OR BENDS SHALL BE CAUSE FOR REJECTION OF

WORKED. IF STRAIGHTENING IS NECESSARY IT SHALL BE DONE BY METHODS THAT WILL

STRUCTURAL FABRICATION - MATERIAL MUST BE STRAIGHT BEFORE BEING LAID OFF ORA.

FABRICATION7.

PHYSICAL PROPERTIES OF THE METAL FROM WHICH THE ARTICLE IS TO BE MADE.

ETC.) TO BE SUPPLIED TO THE FABRICATOR, THE HEAT NUMBER AND THE CHEMICAL AND

CERTIFICATE FROM THE MILL STATING, FOR EACH ARTICLE (SHEET, PLATE, BAR, SHAPE,

REPORTS OF MATERIAL - THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER A 6.

THE TEST SITE ADDRESS AND THE NAME OF THE TESTING AGENCY.

USED IN THE WORK. WHERE MILL TESTS ARE REQUIRED, PURCHASE ORDERS SHALL CONTAIN

MILL ORDERS, SHOP ORDERS, AND WORK ORDERS FOR ALL MATERIAL ORDERS AND ITEMS

MATERIAL ORDERS - THE CONTRACTOR SHALL FURNISH COPIES OF ALL PURCHASE ORDERS, 5.

FABRICATED COMPONENTS DURING SHIPPING TO PREVENT DISTORTION OR OTHER DAMAGE.

OF DELIVERING COMPONENTS TO THE SITE, INCLUDING DETAILS FOR SUPPORTING

DELIVERY DRAWINGS - DELIVERY DRAWINGS SHALL PROVIDE DESCRIPTIONS OF METHODSC.

SATISFACTORY FIELD INSTALLATION. USE AWS A2.4 STANDARD WELDING SYMBOLS.

CONNECTING THE ADJOINING FABRICATED COMPONENTS IN THE SHOP TO ASSURE

SHOP ASSEMBLY DRAWINGS - SHOP ASSEMBLY DRAWINGS SHALL PROVIDE DETAILS FORB.

LENGTHS, CONNECTION DETAILS, BLOCKS, COPES, AND CUTS.

INCLUDING THE LOCATION, TYPE, AND SIZE OF BOLTS, WELDS, MEMBER SIZES AND

INFORMATION FOR THE FABRICATION AND ERECTION OF THE STRUCTURE’S COMPONENTS,

CLEARLY DIFFERENTIATE SHOP WELDS AND FIELD WELDS. INCLUDE COMPLETE

MATERIALS, TOLERANCES, CONNECTIONS, AND PROPOSED WELDING SEQUENCES WHICH

CONTRACT DRAWINGS. FABRICATION DRAWINGS SHALL SHOW COMPLETE DETAILS OF

FABRICATION DRAWINGS - FABRICATION DRAWINGS SHALL NOT BE REPRODUCTIONS OF A.

REASONS FOR ANY DEVIATIONS FROM THE CONTRACT DRAWINGS.

HIGHLIGHTED ON THE FABRICATION AND SHOP ASSEMBLY DRAWINGS. EXPLAIN THE

SUBSTITUTIONS OF DETAILS SHOWN ON THE CONTRACT DRAWINGS SHALL BE CLEARLY

PREPARED IN ACCORDANCE WITH AISC 326, AISC 316, AND AISC 317. MEMBER

SUBMIT ALL DRAWINGS, ANSI "D" SIZE, FOR APPROVAL PRIOR TO FABRICATION,

DRAWING REQUIREMENTS4.

CONTRACT SPECIFICATION 09 97 02.

ALL STEEL MATERIALS SHALL BE PAINTED USING SYSTEM 1 IN ACCORDANCE WITH3.

ALL STEEL SHALL BE ASTM A709 GRADE 50 OR ASTM A992.2.

SUBMITTAL REGISTER.

ALL SUBMITTALS SHALL BE SUBMITTED IN ACCORDANCE WITH THE CONTRACT’S 1.

GENERAL REQUIREMENTS

N O

T E

S

D A

K

NOTED AND SHALL BE HOT-DIPPED GALVANIZED.

STUDS - ALL STUDS SHALL MEET THE REQUIREMENTS OF ASTM A193 UNLESS OTHERWISE21.

FOR APPROVAL.

CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN TO THE CONTRACTING OFFICER20.

USING HIGH-STRENGTH BOLTS (2014), SECTION 8.1.

TIGHT" AS SPECIFIED IN THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS

NOTED AND SHALL BE HOT-DIPPED GALVANIZED. ALL BOLTS SHALL BE INSTALLED "SNUG

BOLTS - ALL BOLTS SHALL MEET THE REQUIREMENTS OF ASTM A325 UNLESS OTHERWISE 19.

THE CONTRACTING OFFICER FOR APPROVAL.

ANY MODIFICATIONS OR ADDITIONS TO THE CONTRACT PLANS SHALL BE SUBMITTED TO18.

METHODS SHOWS THAT NO UNACCEPTABLE DEFECT IS PRESENT.

DEFECT IS REGARDED AS A DEFECT, UNLESS RE-EVALUATION BY NON-DESTRUCTIVE

MEET THE INSPECTION REQUIREMENTS FOR THE ORIGINAL WELDS. ANY INDICATION OF A

METHODS TO ENSURE THAT THE DEFECT HAS BEEN ELIMINATED. REPAIRED WELDS SHALL

TO HAVE BEEN REMOVED, AND BEFORE RE-WELDING, EXAMINE THE AREA BY SUITABLE

TO ELIMINATE SHARP NOTCHES, CREVICES, OR CORNERS. AFTER A DEFECT IS THOUGHT

WELDING IS NOT REQUIRED, BLEND THE AFFECTED AREA INTO THE SURROUNDING SURFACE

WITH THE APPROVED PROCEDURES. WHEREVER A DEFECT IS REMOVED AND REPAIR BY

AND THE PROVISIONS OF THESE REQUIREMENTS. REPAIR ALL DEFECTS IN ACCORDANCE

OPERATOR AS APPLICABLE. CONDUCT CORRECTIONS IN ACCORDANCE WITH AWS D1.1 (2015)

WELD JOINTS, REPAIR DEFECTIVE WELDS USING A QUALIFIED WELDER OR WELDING

CORRECTIONS AND REPAIRS - IF INSPECTION OR TESTING INDICATES DEFECTS IN THE 17.

STANDARDS OF ACCEPTANCE.

DESTRUCTIVE AND DESTRUCIVE TESTS TO DETERMINE COMPLIANCE WITH PARAGRAPH

TESTING. THE GOVERNMENT RESERVES THE RIGHT TO PERFORM SUPPLEMENTAL NON-

GOVERNMENT’S OWN FORCES OR UNDER A SEPARATE CONTRACT FOR INSPECTION AND

GOVERNMENT IF THE WELDS ARE SATISFACTORY. THE WORK MAY BE PERFORMED BY THE

BORNE BY THE CONTRACTOR IF UNSATISFACTORY WELDS ARE DISCOVERED, OR BY THE

THE CONTRACTING OFFICER. THE COSTS OF SUCH INSPECTION AND TESTING WILL BE

PERFORM INSPECTION AND TESTING FOR ACCEPTANCE TO THE EXTENT DETERMINED BY

PERFORMED BY THE CONTRACTOR FOR QUALITY CONTROL, THE GOVERNMENT MAY

GOVERNMENT INSPECTION AND TESTING - IN ADDITION TO THE INSPECTION AND TESTS16.

BE REMOVED, REWELDED, AND RETESTED TO ENSURE CONFORMANCE.

REQUIREMENTS OF AWS D1.1 (2015) AND THE CONTRACT DRAWINGS. WELDS NOT PASSING

DETAILS OF WELDS, AND QUALITY OF WELDS SHALL COMPLY WITH THE APPLICABLE

STANDARDS OF ACCEPTANCE - DIMENSIONAL TOLERANCES FOR WELDED CONSTRUCTION, 15.

TESTED.

RECORD OF THE TEST INDICATIONS. A RECORD SHALL BE MADE OF EACH WELD

PART F. THE ULTRASONIC EQUIPMENT SHALL BE CAPABLE OF MAKING A PERMANENT

OF WELDS SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1 (2015), SECTION 6

ULTRASONIC TESTING - MAKING, EVALUATING, AND REPORTING ULTRASONIC TESTINGD.

REQUIREMENTS OF AWS D1.1 (2015), SECTION 6.

REINFORCEMENT, AND OTHER SURFACE DEFECTS TO ENSURE COMPLIANCE WITH THE

LEG SIZES, CRACKS, UNDERCUTTING, OVERLAP, EXCESSIVE CONVEXITY OR

WELDS SHALL BE CLEANED AND CAREFULLY EXAMINED FOR INSUFFICIENT THROAT OR

PERFORM 100% VISUAL INSPECTION OF ALL COMPLETED WELDS. ALL COMPLETED C.

TESTING LABORATORY OR TECHNICAL CONSULTANT.

TESTING PERSONNEL MAY BE USED INSTEAD OF THE COMMERCIAL INSPECTION OR

TECHNICAL CONSULTANT; OR IF APPROVED, THE CONTRACTOR’S INSPECTION AND

PERFORM TESTING USING AN APPROVED INSPECTION OR TESTING LABORATORY OR B.

STRUCTURE CONTAINING THE WELDMENT.

WORKMANSHIP OR BOTH AT ANY TIME BEFORE FINAL ACCEPTANCE OF THE

REQUIREMENTS, THE GOVERNMENT RESERVES THE RIGHT TO REJECT MATERIAL OR

TESTS. WHEN MATERIALS OR WORKMANSHIP DO NOT CONFORM TO THE SPECIFICATION

NON-DESTRUCTIVE EXAMINATION - THE WELDING IS SUBJECT TO INSPECTION ANDA.

QUALITY CONTROL14.

IS NOT ALLOWED.

3 FOOT INTERVALS. IDENTIFICATION WITH DIE STAMPS OR ELECTRIC ETCHERS

PLACE THE IDENTIFICATION MARK FOR SEAM WELDS ADJACENT TO THE WELD AT

INK, OR OTHER METHODS THAT DO NOT CAUSE AN INDENTATION IN THE METAL.

WELD BY MEANS OF RUBBER STAMP, FELT-TIPPED MARKER WITH WATERPROOF

WELDING OPERATORS, AND TACKERS TO APPLY THEIR SYMBOL NEXT TO THE

MADE BY THAT INDIVIDUAL. THE CONTRACTING OFFICER MAY REQUIRE WELDERS,

TACKER WITH AN ASSIGNED NUMBER, LETTER, OR SYMBOL TO IDENTIFY WELDS

IDENTIFY ALL WORK PERFORMED BY EACH WELDER, WELDING OPERATOR, ORB.

EACH WELDER, WELDING OPERATOR, OR TACKER.

SUBMIT WRITTEN RECORDS TO INDICATE THE LOCATION OF WELDS MADE BYA.

IDENTIFICATION - IDENTIFY ALL WELDS IN ONE OF THE FOLLOWING WAYS:E.

PERMANENT WELDING.

CASCADED ENDS. DEFECTIVE TACK WELDS SHALL BE REMOVED BEFORE

ABOVE FOR TEMPORARY WELDS. MULTIPLE-PASS TACK WELDS SHALL HAVE

WITH PERMANENT WELDS. PREHEATING SHALL BE PERFORMED AS SPECIFIED

AS THE PERMANENT WELDS AND SHALL BE CLEANED AND THOROUGHLY FUSED

PERMANENT WORK SHALL BE SUBJECT TO THE SAME QUALITY REQUIREMENTS

TACK WELDS - TACK WELDS THAT ARE TO BE INCORPORATED INTO THE 3.

GROUND FLUSH WITH ADJACENT SURFACES AFTER SERVING ITS PURPOSE.

THAN WELD LOCATIONS. EACH TEMPORARY WELD SHALL BE REMOVED AND

CASE. IN MAKING TEMPORARY WELDS, ARCS SHALL NOT BE STRUCK IN OTHER

EXCEPT THAT THE MINIMUM TEMPERATURE SHALL BE 120 DEGREES F IN ANY

WELDS SHALL BE AS REQUIRED BY AWS D1.1 (2015) FOR PERMANENT WELDS

WORK AS SPECIFIED IN CONTRACT DOCUMENTS. PREHEATING FOR TEMPORARY

HYDROGEN WELDING ELECTRODES AND BY WELDERS QUALIFIED FOR PERMANENT

FOR PERMANENT WORK. TEMPORARY WELDS SHALL BE MADE USING LOW-

ERECTION SHALL BE MADE UNDER THE CONTROLLED CONDITIONS PRESCRIBED

TEMPORARY WELDS - TEMPORARY WELDS REQUIRED FOR FABRICATION AND2.

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

A

6’-0"12’-0"6’-0"2’-0"

30’-0"

5’-9�"

T

Y P

12’-6"

6’-3" 6’-3"

SCALE: �" = 1’-0"

PLAN

SCALE: �" = 1’-0"

ELEVATION

SCALE: �" = 1’-0"

SECTION

A

WF8

WF8

WF8

WF8

PL1

PL2

PL2

WF8

PL1 PL1

PL1 PL1

WF6

WF9

WF9

PL1

WF8

WF8

PL1

PL2

PL2

WF4 WF4 WF4

PL1

WF1

PL1

LL1

LL1

LL2

LL2

100% U.T.

TYP. CJP

0 1’ 2’ 4’

SCALE: �" = 1’-0"

0 1’ 2’ 3’

SCALE: �" = 1’-0"

S-201

C

TYP

S -2

.d g n

S-200 2 6 p lo t_ d e s ig n p lo t_ u s e rn a m e a u to s c a le p d a te p lo t_ d e s ig n s c ri p t p lo t_ c o lo r_ ta b le p lo t_ d a te ti m e

N A

W H

A R

IV

E R

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

H

H U

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

O R

A G

E F

R A

M E

50% M.T.

S-201

D

S-201

E

S-201

B

S-201

F

4’-0"

PL1

S-201

G

NOTES

S-203

T

Y P

TYP

WF1

PL1

PL2

PL3

PL3

WF9 WF9

PL1

WF8

PL2

WF7

WF10

HSS2 WF6

PL1

PL1

WF4

WF3

WF2

LL1

LL2

WF5

WF1

WF9HSS1

(TYP.)

�" STIFF. PL.

S-204

.5

ISOMETRIC VIEW

NOT TO SCALE

4’-2�" 14’-0"

OTHERWISE.

ALL UN DIMENSIONED FILLET WELDS SHALL BE �" UNLESS NOTED 8.

ALL BACKING BARS SHALL BE REMOVED. 7.

FILLET WELDS SHALL BE WRAPPED THROUGH COPE HOLES AND AT ENDS.6.

E7018 ELECTRODES SHALL BE USED EXCEPT AS NOTED.5.

ALL ELECTRODES SHALL BE LOW HYDROGEN.4.

ALL STEEL SHALL BE ASTM A709 GRADE 50 OR ASTM A992.3.

NOTED OTHERWISE.

ALL WELDS DETAILED ARE TYPICAL FOR SIMILAR CONNECTIONS UNLESS 2.

CONNECTIONS.

ASTM F3125, GRADE A325 BOLTS SHALL BE USED FOR ALL BOLTED 1.

WF6

WF7

A L J

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

SCALE: �" = 1’-0"

SECTION

WF6

WF5

WF1

WF8

T

Y P

A

C

L U

M N

S

T

Y P

F

C

L U

M N

S

T

Y P

F

0 1’ 2’ 3’

SCALE: �" = 1’-0"

0 6" 1’ 2’

SCALE: 1- �" = 1’-0"

S-200

C

S -2

.d g n

S-201 3 6 p lo t_ d e s ig n p lo t_ u s e rn a m e a u to s c a le p d a te p lo t_ d e s ig n s c ri p t p lo t_ c o lo r_ ta b le p lo t_ d a te ti m e

K A

N A

W H

A R

IV

E R

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

H

A L J

H U

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

O R

A G

E F

R A

M E D

E T

A

IL

S

SCALE: 1�" = 1’-0"

SCALE: �" = 1’-0"

SECTION

PL1

HSS1

PL1

TYP

50% M.T.

SECTION

S-200

D

S-200

B

WF1

WF1

WF9WF9

WF8

WF2

SCALE: �" = 1’-0"

SECTION

S-200

E

S-203

0 1’ 2’ 4’

SCALE: �" = 1’-0"

SCALE: 1�" = 1’-0"

H

SECTION

SCALE: 1�" = 1’-0"-

H

WF8

WF4

50% M.T.

50% M.T.

TYP BOTH FLANGES

SECTION

TYP.

50% M.T.

TYP.

50% M.T.

TYP.

WF6

HSS2

4" 4�"4"

WF8 (TYP.)

WF1 (TYP.)

WF4 (TYP.)

PL2 (TYP.)

STEEL PL.

�"x3"x6" LG.

WF8 (TYP.)

TYP.

WF1 OR WF2

WF8 (TYP.)

HSS1 (TYP.)

WF1

WF9

HSS1

SECTION

S-200

G

TYP

S-200

F

SCALE: 3" = 1’-0"

I

SECTION

SCALE: 1�" = 1’-0"-

I

50% M.T.

TYP.

WF10

PL1

WF6 WF6 WF6

SCALE: 3" = 1’-0"

12"9"6"3"

HSS2

BOTH FLANGES

TYP.

8�"

(TYP.)

(24 REQUIRED)

WITH HEX NUTS AND 2 WASHERS

�"~2�" HEX. HD. BOLTS

ON SHEET S-203

SEE PLATE DETIALS

(TYP.) (22 REQUIRED)

STIFFENER PL.

�"x2" STEEL

(6 REQUIRED)

ASTM A193 �" X 2" STUD

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

SCALE: 1�" = 1’-0"

20 - W10X33 BEAM WF8

SCALE: 1�" = 1’-0"

2 - W10X33 BEAM WF9 1 - W10X33 BEAM WF10

1�" RAD. (TYP.)

(TYP.) (TYP.)

5 CUT OUTS @ 2’-6" CENTER TO CENTER1’-8�"

3’-3�"

11�" 1’-4" 11�"

S -2

.d g n

4 6 p lo t_ d e s ig n p lo t_ u s e rn a m e a u to s c a le p d a te p lo t_ d e s ig n s c ri p t p lo t_ c o lo r_ ta b le p lo t_ d a te ti

N A

W H

A R

IV

E R

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

S-202

R

H

E R

H

S T

O R

A G

E F

R A

M E D

E T

A

IL

S

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

6 - W10X33 COLUMN WF5

SCALE: 1�" = 1’-0"

6 - W10X33 COLUMN WF4

SCALE: 1�" = 1’-0"

6 - W10X33 BEAM WF6

SCALE: 1�" = 1’-0"

2 - W10X33 COLUMN WF3

23’-9�"1

SCALE: 1�" = 1’-0"

2 - W10X33 BEAM WF1

11’-9�"

0 6" 1’ 2’

SCALE: 1- �" = 1’-0"

4�" 4�"11’-7�" 5’-2�"5’-2�"

SCALE: 1�" = 1’-0"

2 - W10X33 BEAM WF2

4’-9�"

4�" 1’-2�"

(TYP.)

11�" 1’-4" 1’-2"

13’-3�"

2�"4�"

(TYP.)(TYP.)

22’-9�"

SCALE: 1�" = 1’-0"

2 - W10X33 BEAM WF7

5’-2�"

2�"4�"

(TYP.) (TYP.)

4�"

(TYP.)

(TYP.)

BOTH SIDES OF WEB

STIFFENER PL.

�"x8�"x3�"

S-204

L S-204

L

S-204

S-204

S-204

S-204

TYP

S-204

T

Y P

T

Y P

EACH SIDE OF WEB (TYP.)

DRILL �" HOLES

EACH SIDE OF WEB

DRILL �" HOLES

(TYP.)

EACH SIDE OF WEB

DRILL �" HOLES

(TYP.)

BOTH SIDES OF WEB

STIFFENER PL.

�"x8�"x3�"

(TYP.)

EACH SIDE OF WEB

DRILL �" HOLES

STUD (SEE "SECTION D" SHEET S-201)

A

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

SCALE: 1�" = 1’-0"

1�" THK. PL.

SCALE: 1�" = 1’-0"

" PL34

111 - 20"x20"x1

1�" THK. PL.

2" 2"

2�"

1’-2"

1’-8"

2�"

" PL44

110 - 14"x14"x1 S

-2 .d g n

S-203 5 6 p lo t_ d e s ig n p lo t_ u s e rn a m e a u to s c a le p d a te p lo t_ d e s ig n s c ri p t p lo t_ c o lo r_ ta b le p lo t_ d a te ti

N A

W H

A R

IV

E R

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

H

H U

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

O R

A G

E F

R A

M E D

E T

A

IL

S

SCALE: 1�" = 1’-0"

HALVES HSS22

16 - HSS16X12X

8" 8"

SCALE: 1�" = 1’-0"

HALVES HSS12

111 - HSS16X12X

SCALE: 1�" = 1’-0"

�" THK. PL.

SCALE: 1�" = 1’-0"

�" THK. PL.

2" 2"

2�" 1’-2"

1’-8"

0 6" 1’ 2’

SCALE: 1- �" = 1’-0"

" PL14

34 - 20"x20"x

4�"

PLATE TO HSS AS SHOWN

WELD �"x3"x6" LG. STEEL

(TYP.)

TAP DRILL DIA. 1.0777

1�"-7 UNC 2A

(TYP.)

TAP DRILL DIA. 1.0777

1�"-7 UNC 2A

2�"

" PL24

310 - 14"x14"x

DETAIL

SCALE: 1�" = 1’-0"

W10X33W10X33

TYP

100% U.T.

CJP

STEEL PL.

�"x3�"x8�"

CUT FROM

�"x7�"x8�"

CUT FROM

STEEL PL.

�"x7�"x8�"

CUT FROM

S-201 SIM

PL 7"X5"X1"

5"

2�"

4 - PLATES LL1

4 - SHACKLES

1�" RAD.

.88" DIA. BOLT

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

1�"

.5

S-200

OTHERWISE.

POST LOCATIONS UNLESS NOTED

NOTE: SIMILAR TYPE CONNECTIONS AT OTHER

K

J

SECTION

K

SCALE: 1�" = 1’-0"

SECTION

J

SCALE: 1�" = 1’-0"

SCALE: 3" = 1’-0"

12"9"6"3"

R 1�" (TYP.)

S-204

1�

R

NOTES

EQUAL.

WORKING LOAD OR APPROVED

BODY SHACKLES, 7 TON

NOTE: USE G-2160 CROSBY WIDE

ASTM A449 105 KSI CAP SCREWS.

PLATES PL1 AND PL2 SHALL BE BOLTED TO PLATES PL3 OR PL4 USING2.

BARGE MOUNTING PLATES PLAN).

FILLET WELD ON ALL FOUR EDGES OF PLATE (SEE SHEET S-204 FOR

PLATES PL3 AND PL4 SHALL BE WELDED TO THE BARGE USING �"1.

A

1�"

.5

3�" �"

30’-0"

6’-0"12’-0"6’-0"2’-0"4’-0"

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

S -2

.d g n

S-204 6 6

IP

P

W P :d m s \S -2

.d g n

H E

C X

E R

H

.3

:1

/3

/2 s e c -d s \c a d d s tu ff \s td v .p e n s e c -d s \c a d d s tu ff \b w .t b l

-O

C T -2

:3

N A

W H

A R

IV

E R

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

H

H U

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

O R

A G

E F

R A

M E D

E T

A

IL

S

0 6" 1’ 2’

SCALE: 1- �" = 1’-0"

TRANSITION TO FLANGE

CUT OR GRIND SMOOTH

EDGE OF WEB

CUT OR GRIND TO

D R

IL

L T

H R

U

W10X33

DETAIL

SCALE: 6" = 1’-0"

DETAIL

SCALE: 1�" = 1’-0"

STEEL PL.

�"x7�"x8�"

CUT FROM

S-200

N

M

SECTION

N

SCALE: 1�" = 1’-0"

SECTION

M

SCALE: 1�" = 1’-0"

�"x7�"x8�"

CUT FROM

TYP

S-202

(T Y P

1�

R

�" PL.

SECTION

SCALE: 1�" = 1’-0"S-202

L

SCALE: 6" = 1’-0"

4"2"1"

DETAIL4

S-203 SCALE: 3" = 1’-0"

R

(TYP.)

100% U.T.

CJP

WF6

WF4

OTHERWISE.

POST LOCATIONS UNLESS NOTED

NOTE: SIMILAR TYPE CONNECTIONS AT OTHER

WF6 OR WF1

WF7 OR WF2

WF7 OR WF2

WF4 OR WF1

PL3

SCALE: �" = 1’-0"

BARGE MOUNTING PLATES PLAN

PL3

PL3

PL3

TYP

PL3

PL3PL3

PL3

PL3

PL4

PL4

PL4

PL4

PL4

A