Drawing__0011000_Stand_Up_Cable_Car.pdf

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TOP VIEW

REF REF

REF REF

NOTES,

SEE NOTES ON SHEET 1 OF 3.

PARTS LIST ON SHEET 2 OF 3

DESCRIPTION NOTES

PARTS LIST

UNITED STATES DEPARTMENT OF THE INTERIOR

GEOLOGICAL SURVEY-WATER RESOLRCES DIY!Sic»,i l:IP H

>'DROLOGIC

INSTRIJHENTATION

FACILITY

1/4

CABLE CAR

NO.REQ"O

01 00110010 I A

SHEET 3 OF 3

.625 [15.88]

1.25 [31.8]

1.625 n5.00J•

1. 000 [25. 40]i-

1.250 [31. 75]

13/32 C.406) DRILL DIA THRU

2-PLCS

l+J.031 C0.79J(M)IBIAICI

I -- [6.4] R_/ [ �2.0 [50J__J

I 1♦1.031 co. 79JiRilAIBlcl

�I

I 11 I

4.000 [101.60]

11l. l::!5 [::!l!!l::!.51!!1]1

28.625 [727.08]

� � D-----�-•

.750 [146.05

51.375 [1304.93 3 1/4 [1352.6

11 I

I

1/4 [6.41

5TK SIZE

NOTES,

1 • REMOVE ALL BURRS AND SHARP EDGES.

2. DIMENSIONS IN BRACKETS ARE MILLIMETERS.

3. C.XXX) = DECIMAL EQUIVALENT.

4. SIMILAR TO DRAWING NO. 0587002.

DESCRIPTION NOTES

PARTS LIST

UNITED STATES DEPARTMENT OF THE INTERIOR

GEOLOGICAL SURVEY-WATER RESOLRCES DIY!Slc»,i l:IP H

>'DROLOGIC

INSTRIJHENTATION

FACILITY

FULL

ANGLE #5

DI 0011007

NO.REQ'O

A

NOTES:

1. REMOVE ALL BURRS AND SHARP EDGES.

2. DIMENSIONS IN BRACKETS ARE IN MILLIMETERS.

3. NO CRACKS ALLOWED IN SURFACE OF MATERIAL.

4. NO SCRATCHES, GOUGES, OR TOOLING MARKS

ALLOWED ON INDICATED SURFACES

WITHIN 1 INCH OF BENDS.

63 [1.6] m THIRD ANGLE PROJECTION

METRIC CONVERSION

DECIMAL [mm]

X.XX.XXX

.X X

X.X.XX

SURFACE FINISH:

ANGLES

`1/16FRACTIONS

UNLESS OTHERWISE SPECIFIED DIMENSIONS

ARE IN INCHES AND INCLUDE PLATING

DECIMAL TOLERANCE [mm] = 0.13

= 1.6 = 0.8 = 0.38

.XXX `.005

.XX `.015

.X `.030

- DO NOT SCALE THIS DRAWING -

UNITED STATES DEPARTMENT OF THE INTERIOR

GEOLOGICAL SURVEY - WATER RESOURCES DIVISION

PARTS LIST

NOTESDESCRIPTION

NO. REQ'D

APPROVALS

REVISION-DESCRIPTIONLTR. DATE

DATE

SCALE

TITLE

MATERIAL

SIZE DWG. NO. REV.

ITEM SH. QTY.

NO. SIZE DRAWING/PART NO. REQD.

DRAFTING CHECK:

DRAWN BY:

DESIGN CHECK:

DESIGN APPROVAL:

D

`1/2 ~

JIM JELINSKI

HANGER #1

00110221/2 -

13Jun06

ALUMINUM 6061-T6

2 X 2 X 1/4 TEE, STRUCTURAL PROFILE

TEE STOCK CROSS SECTION

FLAT PATTERN

FOR INFORMATION ONLY.

k = .440 USED BY COMPUTER MODEL

TO CALCULATE BEND ALLOWANCES.

1/4 [6.4]

STOCK SIZE

1/4 [6.4]

STOCK SIZE

2 [50.8]

STOCK SIZE

2 [50.8]

STOCK SIZE

9 15/16 [252.4]

REF

10 1/4 [260.3]

6 1/4 [158.7]

7 1/4 [184.2]

2 [50.8] R

.5 [12.7] R.313 [7.94]

20°

REF

45°

45°

2 [50.8] R

3 3/4 [95.3]

4 1/4 [107.9]

.5 [12.7] R A

B

C

.313 [7.94] .313 [7.94]

REF

37.672 [956.86] `.062

1.000 25.40[ ]

1.000 25.40[ ]

4.000 101.60[ ] 29.672 753.66[ ]

2.000 50.80[ ]

1 [25.4] R

1.000 [25.40]

4.000 [101.60]

1.623 [41.23]

28.674 [728.33]

31.421 [798.10]

2.000 [50.80]

39.421 [1001.30]

1.000 25.40[ ]

13/32 (.406) DRILL DIA THRU

4 PLACES

j .031m A B C

20°

REF

NOTES:

1. REMOVE ALL BURRS AND SHARP EDGES.

2. DIMENSIONS IN BRACKETS ARE IN MILLIMETERS.

3. NO CRACKS ALLOWED IN SURFACE OF MATERIAL.

4. NO SCRATCHES, GOUGES, OR TOOLING MARKS

ALLOWED ON INDICATED SURFACES

WITHIN 1 INCH OF BEND.

63 [1.6] m THIRD ANGLE PROJECTION

METRIC CONVERSION

DECIMAL [mm]

X.XX.XXX

.X X

X.X.XX

SURFACE FINISH:

ANGLES

`1/16FRACTIONS

UNLESS OTHERWISE SPECIFIED DIMENSIONS

ARE IN INCHES AND INCLUDE PLATING

DECIMAL TOLERANCE [mm] = 0.13

= 1.6 = 0.8 = 0.38

.XXX `.005

.XX `.015

.X `.030

- DO NOT SCALE THIS DRAWING -

UNITED STATES DEPARTMENT OF THE INTERIOR

GEOLOGICAL SURVEY - WATER RESOURCES DIVISION

PARTS LIST

NOTESDESCRIPTION

NO. REQ'D

APPROVALS

REVISION-DESCRIPTIONLTR. DATE

DATE

SCALE

TITLE

MATERIAL

SIZE DWG. NO. REV.

ITEM SH. QTY.

NO. SIZE DRAWING/PART NO. REQD.

DRAFTING CHECK:

DRAWN BY:

DESIGN CHECK:

DESIGN APPROVAL:

D

`1/2 ~

JIM JELINSKI

HANGER #2

00110231/2 -

13Jun06

ALUMINUM 6061-T6

2 X 2 X 1/4 TEE, STRUCTURAL PROFILE

2 [50.8]

STOCK SIZE

2 [50.8]

STOCK SIZE

1/4 [6.4]

STOCK SIZE

1/4 [6.4]

STOCK SIZE

TEE STOCK CROSS SECTION

j .031m A B C

14 1/2 [368.3]

14 3/16 [360.3]

REF

3 3/4 [95.3] .313 [7.94]

6 1/4 [158.7]

2.000 50.80[ ]

29.672 753.67[ ]4.000 101.60[ ]

4.000 [101.60]

33.160 [842.27]

2.000 [50.80]

41.160 [1045.47]

1.766 [44.87]

30.127 [765.23]

37.672 [956.87] `.062

13/32 DRILL DIA THRU

4 PLACES

1.000 25.40[ ]

1.000 25.40[ ] 1 [25.4] R

1.000 25.40[ ]

A

B

C

.5 [12.7] R 28°

REF

2 [50.8] R

45°

.5 [12.7] R

2 [50.8] R

28°

REF

.313 [7.94]

.313 [7.94]

REF

1.000 [25.40]

4 7/16 [112.7]

7 9/16 [192.1]

45°

FLAT PATTERN

FOR INFORMATION ONLY.

k = .440 USED BY COMPUTER MODEL

TO CALCULATE BEND ALLOWANCES.

•112

:c- 14• r,4•

J:

,12 r a,L

T _J: 1/4"

53• p �

5 •

�_J

112·

� N' N' N' 3 -t

44•

!I

I. 13 112· u

N0TES1

1. ASSEMBLE SHIPPING CRATE AROUND COMPLETED

CABLE CAR ASSEMBLY.

2. FOLD HANGERS I NS I DE OF CABLE CAR AND

SECURE IN PLACE.

3. ANY HARDWARE REMOVED FOR SHIPPING PURPOSES

IS TO BE PLACED INSIDE A PLASTIC ZIP-LOCK

BAG AND SECURED TO THE SHIPPING CRATE .

4. BAND COMPLETED CRATE WITH CABLE CAR INSIDE

USING EITHER METAL OR PLASTIC BANDING MATERIAL.

& CRATE MATERIAL,

2=2X4X63LG

4=2X4X57 LG

4=2X4X44LG

4 = 2 X 4 X 43-1/2 LG

6 = 2 X 4 X 40-1/2 LG

3 = 2 X 4 X 37-1/2 LG

#8 DRYWALL SCREWS, 3" LG

DESCRIPTION

PARTS LIST

NOTES

UNITED STATES DEPARTMENT OF THE INTERIOR

GEOLOGICAL SURVEY-WATER RESOURCES DIVISION

CIP HYOROt.OGIC

INSTRIMENTATION

FACILITY

SHIPPING CRATE

NONE

ID I 0011 02s

NO.REQ'D