Reference_Drawings.pdf

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Typewritten Text Reference Drawing R1

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Reference Drawing R2

Reference Drawing R3

Reference Drawing R4

Reference Drawing R5

Reference Drawing R6

Reference Drawing R7

Reference Drawing R8

30°

2 PLACES

0.50

1.81SEE NOTE 4

R10.81

0.378

THRU HOLE

0.381

R16.00

R0.25 R0.50

4.94

2.47

145 LBS.

10.8 LBS.

HS20940-2-FLIPPER

.05 .XXX = .010

NOTES:

CAST STEEL TO ASTM A148, GRADE 90/601.

HOT DIP GALVANIZE PER ASTM A123/153 EXCLUDING PIN HOLE.2.

BREAK ALL SHARP CORNERS.3.

125 FINISH REQUIRED ON RADIUS SURFACE ONLY.4.

TOLERANCE UNLESS OTHERWISE SPECIFIED:5.

.X = .1 .XX =

HS20940-1-DRUM SOCKET ASSEMBLY

CONTRACT: W912DW-12-P-0071

CHIEF JOSEPH DAM WIRE ROPE ASSEMBLIES

REVISIONS

ZONE REV. DESCRIPTION DATE APPROVED

A SURFACE FINISH WAS PAINTED 06JUN12 MAS

B UPDATED TOLERANCE 06AUG12 MAS

8.75

4.75 1.13

R0.13

4.25

SCALE: 1:3

D

C

B

AA

B

C

D

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F

E

F

PROHIBITED.

HS

0-re vB D

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SHEET 1 OF 1

B

DRUM FITTINGS

15MAY12

04JUNE12JB

MAS

HS20940-2

UNLESS OTHERWISE SPECIFIED:

WEIGHT:

REVDWG. NO.

D

SIZE

TITLE:

NAME DATE

COMMENTS:

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

CHIEF JOSEPH DAM

TOLERANCING PER:

INTERPRET GEOMETRIC

PROPRIETARY AND CONFIDENTIAL

TWO PLACE DECIMAL

ANGULAR: MACH

THREE PLACE DECIMAL

BEND

NEXT ASSY USED ON

APPLICATION

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF

HOUSTON STRUCTURES, INC. ANY

REPRODUCTION IN PART OR AS A WHOLE

WITHOUT THE WRITTEN PERMISSION OF

HOUSTON STRUCTURES, INC. IS PO Box 434, Hubbard, OR 97032

Ph. (503)651-3174

R16.00

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Reference Drawing R9

1.5°

2 PLACES

9.00+ 0.25 0.00

0.25

2°

6.311.38+ 0.25 0.00

1.23

2 PLACES2.09

0.3750 0.3745

CL

5.94

11.87 4.00

4.94

A A

PROHIBITED.

D

C

B

AA

B

C

D

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F

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V

HS

0-

3-re vB D

HS20940-3

SHEET 1 OF 1

B

CABLE FITTINGS

15MAY12

04JUN12JB

MAS

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:2 WEIGHT:

REVDWG. NO.

D

SIZE

TITLE:

NAME DATE

COMMENTS:

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

CHIEF JOSEPH DAM

TOLERANCING PER:

INTERPRET GEOMETRIC

PROPRIETARY AND CONFIDENTIAL

TWO PLACE DECIMAL

ANGULAR: MACH

THREE PLACE DECIMAL

BEND

NEXT ASSY USED ON

APPLICATION

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF

HOUSTON STRUCTURES, INC. ANY

REPRODUCTION IN PART OR AS A WHOLE

WITHOUT THE WRITTEN PERMISSION OF

HOUSTON STRUCTURES, INC. IS PO Box 434, Hubbard, OR 97032

Ph. (503)651-3174

.05 .XXX = .010

BREAK ALL SHARP CORNERS.4.

TOLERANCE UNLESS OTHERWISE SPECIFIED:5.

.X = .1 .XX =

HS20940-4- DRUM SOCKET PIN

CONTRACT: W912DW-12-P-0071

CHIEF JOSEPH DAM WIRE ROPE ASSEMBLIES

HS20940-3-DRUM SOCKET

133 LBS.

.3 LBS.

PIN AISI 1095 PLAIN CARBON MATERIAL, SELF

COLORED.

3.

370 LBS.

HS20940-5-BRIDGE BOWL SOCKET

NOTES:

CAST STEEL TO ASTM A148, GRADE 90/601.

HOT DIP GALVANIZE PER ASTM A123/153 2.

EXCLUDING PIN HOLE.

REVISIONS

ZONE REV. DESCRIPTION DATE APPROVED

A SURFACE FINISH WAS PAINTED 06JUN12 MAS

B UPDATED TOLERANCE 06AUG12 MAS

SEE NOTE 3

8.75

0.06 X 45°

2 PLACES

SECTION A-A

SCALE 1 : 4

0.00

3.88

1.38+ 0.107.50

BOTTOM.

ACROSS FACE. (TYP) TOP AND

125 6.0" DIAMETER WASHER FACES,

1/4" THICK ARE ACCEPTABLE IN

PLACE OF FULL MACHINING

10.00

9.00+ 0.10 0.00

3.37

R3.75

18.00

A

A

SECTION A-A

4.50

0.63

R16.0

9.87 R0.38

0.378

R0.50 0.381

UNC-2B THREAD

0.75-10

1.0

R0.25

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Reference Drawing R10

MAS

PROHIBITED.

D

C

B

AA

B

C

D

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F

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E

D

ANGULAR: MACH

PROPRIETARY AND CONFIDENTIAL

B

EYE BOLT, NUTS AND PIN

15MAY12

04JAN12

HS

0-

6- Re vB

JB

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:8 WEIGHT:

REVDWG. NO.

D

SIZE

TITLE:

NAME DATE

COMMENTS:

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

HS20940-6

SHEET 1 OF 1

FINISH

INTERPRET GEOMETRIC

BEND

MATERIAL

USED ON

THREE PLACE DECIMAL

APPLICATION

TWO PLACE DECIMAL CHIEF JOSEPH DAM

TOLERANCING PER:

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF

HOUSTON STRUCTURES, INC. ANY

REPRODUCTION IN PART OR AS A WHOLE

WITHOUT THE WRITTEN PERMISSION OF

HOUSTON STRUCTURES, INC. IS PO Box 434, Hubbard, OR 97032

Ph. (503)651-3174

4.4950 4.4928

THREAD R.H.

3-1/4" 8UN-2A

4.5000 4.5035

33.0

11.0

42.0

R1.0

0.39 X 30°

TYP

A

MUST BE WITHIN 0.006".

CONCENTRICITY OF

GROOVES AND OD

A

4.310±0.006

8.50

THREAD

3.25-8UN-2A

TYP

5.00

60° TYP

.05 .XXX = .010

CHIEF JOSEPH DAM WIRE ROPE ASSEMBLIES

.1 .XX =

HS20940-7 JAM

CONTRACT: W912DW-12-P-0071

HS20940-7 FULL

3.

MATERIAL: ASTM A314 TYPE 431

BREAK ALL SHARP EDGES AND CORNERS

ANNEALED CONDITION: 125 KSI MIN TENSILE

NOTES:

CLEAN SURFACES PER ASTM A3801.

TOLERANCE UNLESS OTHERWISE SPECIFIED:2.

.X =

TABLE 1

ITEM DIMENSION (IN)

HS20940-7 FULL 3.25

HS20940-7 JAM 1.88

HS20940-8- PIN

WEIGHT: 39 LBS.

TENSILE STRENGTH: 110 KSI-140 KSI, TEMPER TEMP 1100-1200 F

MATERIAL: ASTM A314 TYPE 416

HS20940-6- EYE BOLT

MATERIAL: FORGED STEEL ASTM A314 TYPE 416

TENSILE STRENGTH: 110 KSI-140 KSI, TEMPER TEMP 1100-1200 F

WEIGHT: 190 LBS.

REVISIONS

ZONE REV. DESCRIPTION DATE APPROVED

A UPDATED TOLERANCING 06AUG12 MAS

B PIN WAS ANNEALED AND 125 KSI TENSILE 19OCT12 MAS

BREAK SHARP EDGE

MAX 3/16"

R0.38

4.00

DETAIL A

SCALE 2 : 1

R0.01 MAX

(TYP)

0.187 X 45°

0.375

0.120+ 0.005 0.000

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Reference Drawing R11

HS209640-6

HS209640-7 FULL

HS209640-8

HS209640-7 JAM

10.00

SEE NOTE 2

1"77'-11"

9-1/4" MAX INCLUDING

WEAVING STRAND TO

FIT 9-1/2" DRUM.

APPROXIMATLY: 12,500 LBS.

7.

THREADED RODS, SHALL BE LOAD TESTED TO 200,000 LBS.

BEFORE LEAVING THE FACTORY, EACH WIRE ROPE ASSEMBLY, INCLUDING

NOTES:

FLAT CORROSION RESISTANT STEEL 302 OR 304 4X19, TYPE 1, CLASS 2, 1.

CONSTRUCTION 3 WIRE ROPE MEETING PERFORMANCE REQUIREMENTS OF

RRW-410-G AND THE ASSEMBLY WOOVEN BREAKING STRENGTH LISTED IN

NOTE 2. ROPE LAY TO BE 9.4 TIMES THE ROPE DIAMETER. ROPES ARE HALF

RRL AND LRL PER MPS 0207.

LENGTH IS MEASURED WHILE SUBJECTED TO A UNIFORM LOAD OF NOT LESS 2.

THAN 5% OF THE RATED BREAKING STRENGTH OF ROPE (MINIMUM

BREAKING STRENGTH OF 505,000 LBS).

ASSEMBLE PER SPEC MPS0207 WEAVING 10 ROPES.3.

ASSEMBLIES ARE TO BE ZINC SPELTERED WITH HIGH GRADE ZINC PER ASTM 4.

DESIGNATION B6, GRADE 1. ZINC CONNECTION TO DEVELOP THE FULL

BREAKING STRENGTH OF THE WIRE ROPE.

TWO DESTRUCTIVE TEST OF COMPLETE ASSEMBLIES, INCLUDING THREADED 5.

FASTENERS, WILL BE CONDUCTED WITH THE TOTAL BREAKING FORCE

RECORDED AND CERTIFIED ONCE COMPLETE. USACE PERSONEL TO BE

NOTIFIED 2 WEEKS IN ADVANCE OF TESTING.

SEIZING WIRE TO BE THE SAME MATERIAL AS THE ROPE.6.

1- WIRE ROPE ASSEMBLY

CONTRACT: W912DW-12-P-0071

CHIEF JOSEPH DAM WIRE ROPE ASSEMBLIES

REVISIONS

ZONE REV. DESCRIPTION DATE APPROVED

A CHANGED NOTES 06JUN12 MAS

B UPDATED NOTES 06AUG12 MAS

FOR LENGTH MEASUREMENT.

HS20940-5

INTERFERENCE IS REMOVED

WHEN ASSEMBLY IS ON A

DRUM. SHOWN STRAIGHT

HS20940-2

HS20940-4

HS20940-3

SCALE: 1:8

D

C

B

AA

B

C

D

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F

E

F

PROHIBITED.

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0-re vB

D

RE

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SHEET 1 OF 1

B

CABLE ASSEMBLIES

15MAY12

04JUN12JB

MAS

HS20940

UNLESS OTHERWISE SPECIFIED:

WEIGHT:

REVDWG. NO.

D

SIZE

TITLE:

NAME DATE

COMMENTS:

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

CHIEF JOSEPH DAM

TOLERANCING PER:

INTERPRET GEOMETRIC

PROPRIETARY AND CONFIDENTIAL

TWO PLACE DECIMAL

ANGULAR: MACH

THREE PLACE DECIMAL

BEND

NEXT ASSY USED ON

APPLICATION

DIMENSIONS ARE IN INCHES

TOLERANCES:

FRACTIONAL

THE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF

HOUSTON STRUCTURES, INC. ANY

REPRODUCTION IN PART OR AS A WHOLE

WITHOUT THE WRITTEN PERMISSION OF

HOUSTON STRUCTURES, INC. IS PO Box 434, Hubbard, OR 97032

Ph. (503)651-3174

G3ECCNDM

Reference Drawing R12

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