Atch 5 - Engineering Drawing Package.pdf

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NOTES:

1. APPLICABLE STANDARDS/SPECIFICATIONS:

ASME Y14.5M-1994 R(1999), DIMENSIONS AND TOLERANCES

ASME Y14.38-1999, ABBREVIATIONS.

2. DO NOT SCALE DRAWING.

3. REMOVE ALL BURRS AND SHARP EDGES.

3.875

~----------------20.000---------------C>i

I I I I

QUANTITY REQUIRED PER DASH NO.

SYM I NOMENCLATURE

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES - TOLERANCES ON:

FRACTIONS DECIMAL ANGLES

2 1

REVISIONS

LTR I DESCRIPTION I DATE I APPROVED

2.500

201540221-1

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PARTS LIST

U.S. AIR FORCE

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CURRENT

CODE IDENT NO.

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APPLICATION

STEEL, A36

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8 7

NOTES:

1. APPLICABLE STANDARDS/SPECIFICATIONS:

ASME Y14.5M-1994 R(1999), DIMENSIONS AND TOLERANCES

ASME Y14.38-1999, ABBREVIATIONS.

2. DO NOT SCALE DRAWING.

3. REMOVE ALL BURRS AND SHARP EDGES.

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DIMENSIONS ARE IN INCHES - TOLERAl«:ES ON:

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2 1

REVISIONS

LTR I DESCRIPTION I DATE I APPROVED

201540222-1

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ENGINEERING DRAWING LAYOUT D

STEEL, A.36

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NOTES:

1. APPLICABLE STANDARDS/SPECIFICATIONS:

ASME Y14.5M-1994 R(1999), DIMENSIONS AND TOLERANCES

ASME Y14.38-1999, ABBREVIATIONS.

2. DO NOT SCALE DRAWING.

3. REMOVE ALL BURRS AND SHARP EDGES.

4. ALL TOOLERANCES ARE± 1/2•.

~SEE WORK ORDER FOR CONCRETE STRENGTH. DESIGHED FOR MINIMUM

ULTIMATE CONCRETE STRENGTH 11,000 PSI.

@>CUT REBAR TO FINAL LENGTH AFTER BENDING.

6 5 4 3 2 1

REVISIONS

LTR I DESCRIPTION I DATE I APPROVED

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NOTES:

1. APPLICABLE STANDARDS/SPECIFICATIONS:

ASME Y14.5M-1994 R(1999), DIMENSIONS AND TOLERANCES

ASME Y14.38-1999, ABBREVIATIONS.

2. DO NOT SCALE DRAWING.

3. REMOVE ALL BURRS AND SHARP EDGES.

4. ALL TOOLERANCES ARE± 1/2".

~SEE WORK ORDER FOR CONCRETE STRENGTH. DESIGHED

ULTIMATE CONCRETE STRENGTH 11,000 PSI.

1§:>cuT REBAR TO FINAL LENGTH AFTER BENDING.

FOR MINIMUM

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8 7

NOTES:

1. APPLICABLE STANDARDS/SPECIFICATIONS:

ASME Y14.5M-1994 R(1999), DIMENSIONS AND TOLERANCES

ASME Y14.38-1999, ABBREVIATIONS.

2. DO NOT SCALE DRAWING.

3. REMOVE ALL BURRS AND SHARP EDGES.

4. ALL TOOLERANCES ARE± 1/2".

~SEE WORK ORDER FOR CONCRETE STRENGTH. DESIGHED FOR MINIMUM

ULTIMATE CONCRETE STRENGTH 11,000 PSI.

@:::::>CUT REBAR TO FINAL LENGTH AFTER BENDING.

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NOTES:

1. APPLICABLE STANDARDS/SPECIFICATIONS:

ASME Y14.5M-1994 R(1999), DIMENSIONS AND TOLERANCES

ASME Y14.38-1999, ABBREVIATIONS.

2. DO NOT SCALE DRAWING.

3. REMOVE ALL BURRS AND SHARP EDGES.

4. ALL TOOLERANCES ARE± 1/2".

pSEE WORK ORDER FOR CONCRETE STRENGTH. DESIGHED

ULTIMATE CONCRETE STRENGTH 11,000 PSI.

@::::>CUT REBAR TO FINAL LENGTH AFTER BENDING.

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