Attachment - DA04701-9 Train Blocks Complete Set.pdf

REVISION

DRAWING TITLE

CAD MAINTAINED. CHANGES SHALL BE

INCORPORATED BY DESIGN ACTIVITY ONLY.

A

2345678

4 13568

B

C

D

E

F

A

C

D

E

F

ZONE LTR DESCRIPTION DATE APPROVED

SIZE CAGE CODE ESWBS DRAWING NO. REV

1N0X4F

SCALE:

D R

A W

IN

G

N O

S

H E

E T

R E

V

MASS (WEIGHT)

DIMENSIONAL TOLERANCES - UNLESS OTHERWISE SPECIFIED

MACHINED WELDMENT

DIMENSION DECIMALS DIMENSION TOLERANCE

UNDER 6"

6" TO 24"

3 PL

ANGULAR ANGULAR

UNDER 24"

24" & OVER

24" & OVER

UNLESS

OTHERWISE NOTED

± 0° 30'

SHEET 1 OFREFERENCE DRAWINGS

REF

NO. DWG NO. GCI-F-02047 -593

G C

I-F -02047

REINFORCED CONCRETE TRAINING WEIGHT 11-1-7027

DA04701-

CADD FILE NAME

UNLESS

OTHERWISE NOTED

± .015

± .010

± .005 ± .25

± .122 PL

± .06

± .03

± .01

NOTES:

1. CONCRETE REQUIREMENTS:

A. COMPRESSIVE STRENGTH = 5000 PSI IN 28 DAYS. MAXIMUM SIZE OF

COURSE AGGREGATES = 0.5"; ASTM C33; PORTLAND CEMENT, ASTM C150;

CONCRETE CURED MINIMUM OF SEVEN DAYS.

B. REINFORCING STEEL (PC 22), FY = 60,000 PSI, DEFORMED, ASTM A615, SHALL

BE TIED TOGETHER WITH 16 GAGE TIE WIRE OR TACK WELDED AT EACH BAR

INTERSECTION. SHALL BE BENT COLD, DO NOT USE HEAT IN BENDING.

C. MINIMUM BEND DIAMETER FOR REINFORCING STEEL.

2. PROVIDE NAMEPLATE (PC 20) WITH BLOCK WEIGHT, MANUFACTURER,

MANUFACTURED DATE, UNIQUE LOCAL SERIAL NUMBER, AND THAT THE BLOCK

WAS MADE IN ACCORDANCE WITH THIS DRAWING TO EACH WEIGHT. MADE OF

BRASS, 4" WIDE X 8" LONG X 1/16" THICK ( MINIMUM) ANCHORED WITH 4,

1/4" X 2 1/2" SCREWS (PC 19) IN EXPANSION SHIELDS ON BLOCK TOP SURFACE

AS FOLLOWS:

3. EACH BLOCK SHALL HAVE ITS NUMERICAL WEIGHT CAST INTO THE FOUR

SIDES AND TOP. OVERALL SIZE OF THE NUMERALS SHALL BE 8 INCHES IN

HEIGHT BY 4 INCHES IN WIDTH. NUMERAL THICKNESS SHALL BE 3/4 INCH.

COMMAS SHALL NOT BE CAST. CASTING DEPTH SHALL BE 0.25 INCHES

(MINIMUM). THE NUMERICAL WEIGHT SHALL BE CENTERED ON THE FOUR

SIDES.

FOLLOWING CONCRETE CURE, THE CAST-IN NUMERALS SHALL BE PAINTED

BLACK, WITH A PAINT CONFORMING TO A-A-3183 EXCEPT FOR THE 6,000 LB

BLOCK. IT'S NUMERALS SHALL BE PAINTED WHITE.

8. TEST PROCEDURE:

A. TEST NEW TRAINING BLOCKS BY CONDUCTING A PROOF LOAD TEST ON

EACH BLOCK IN ACCORDANCE WITH MIL-STD-913. EACH BLOCK MUST BE

PULLED BY ITS LIFTING PROVISIONS TO THE INDICATED TEST LOAD AND HELD

FOR 90 SECONDS.

BLOCK WEIGHT (LBS) LOAD FACTOR TEST LOAD (LBS)

1,500 3.5 5,250 6,000 3.2 19,200 8,500 3.2 27,200 12,000 3.2 38,400 18,000 3.086 55,548 22,000 2.934 64,548

B. INSPECT LIFTING PROVISIONS FOR PERMANENT DEFORMATION AND

CONCRETE FOR STRUCTURAL DAMAGE.

C. FORWARD TEST DATA TO U.S. ARMY NATICK TEST SOLDIER CENTER,

ANSSB-RAD-AD(N), NATICK, MA. 01760-5017, FOR REVIEW AND APPROVAL.

REV

SH1

REVISION

STATUS

OF SHEETS

CONCRETE TRAINING BLOCKSTOLERANCES ARE IN ACCORDANCES

OTHERWISE INDICATED ON DRAWING

99 PC

NO. REMARKSMATERIAL

ASSY NO.

MATL SPECCAGE

CODE

1,500 LB TRAINING BLOCK ASSY

R.M. ZAKOWSKI 10-31-02

BAR SIZE = DIAMETER MINIMUM BEND DIAMETER

#4 = .50" = 3.0"

NOTE: THE TOLERANCE ON BENDING PROCEDURES SHALL BE + / - 0.250 INCH.

XXXX LBS HELICOPTER SLING LOAD TRAINING BLOCK

MANUFACTURER:

MANUFACTURED ON : DD-MONTH-YY

SERIAL NUMBER: XXXX

MANUFACTURED IN ACCORDANCE WITH U. S. ARMY NATICK

CENTER DRAWING # XXXX

8,500 LB TRAINING BLOCK ASSY

12,000 LB TRAINING BLOCK ASSY

18,000 LB TRAINING BLOCK ASSY

22,000 LB TRAINING BLOCK ASSY

4. EACH BLOCK SHALL BE COLOR-CODED IN ACCORDANCE WITH THE TABLE BELOW. INTEGRAL READY-MIX

CONCRETE DYES; SUCH AS THOSE AVAILABLE FROM SOLOMON COLORS, QC CONSTRUCTION

PRODUCTS OR DAVIS COLORS SHALL BE USED.

SOLOMON COLORS QC CONSTRUCTION PRODUCTS DAVIS COLORS

P.O. BOX 8288 P.O. BOX 599 7101 MUIRKIRK RD.

SPRINGFIELD, IL. 62791 MADERA, CA. 93639 BELTSVILLE, MD. 20705

800-624-0261 800-453-8213 800-356-4848

WWW.SOLOMONCOLORS.COM WWW.QCCONPROD.COM WWW.DAVISCOLORS.COM

BLOCK WEIGHT (LBS) COLOR

1,500 NATURAL (NO DYE ADDED)

6,000 BLACK: SOLOMAN = #920 (ONYX)

QC = IC-4 (GRAPHITE)

DAVIS = #8084 (GRAPHITE)

8,500 BROWN: SOLOMON = #338 (LEATHER)

QC = IC-2 (LEATHER)

DAVIS = #6058 (RUSTIC)

12,000 GREEN: SOLOMON = #500 (MINT)

QC = IC-5 (MARINA)

DAVIS = #5376 (WILLOW)

18,000 YELLOW: SOLOMON = #238 (MARIGOLD)

QC = IC-3 (LIGHT OAK)

DAVIS = #5084 (HARVEST GOLD)

22,000 RED: SOLOMON = #417 (APPLE)

QC = IC-4 (CRANBERRY)

DAVIS = #160 (BRICK)

5. PRIOR TO POURING CONCRETE, POSITION REBAR (PC 22) AND LIFTING EYE PIPES

(PCS 11 & 12) (AND 1500 LB. BLOCK FRAME - ASSY 93) IN THEIR REQUIRED

LOCATIONS. TACK WELD PIPES TO REBAR AS NECCESSARY TO MAINTAIN PIPE

LOCATION. IF PIPES INTERFERE WITH REBAR, THE REBAR MAY BE REPOSITIONED

OR CUT TO AVOID INTERFERENCE.

6. REBAR (PC 22) SHALL BE CUT BACK AT THIS LOCATION (PRIOR TO CONCRETE

POUR) TO AVOID INTERFERENCE WITH LIFT EYE PLATE (PC 13 OR PC 23). REBAR

SHALL NOT PROTRUDE FROM CONCRETE AT ANY LOCATION.

9897969594

NO. REQ'D.

1,500 LB TRAINING BLOCK FRAME ASSY1

1,500 LB CONCRETE BLOCK CASTING

8,500 LB CONCRETE BLOCK CASTING

12,000 LB CONCRETE BLOCK CASTING

18,000 LB CONCRETE BLOCK CASTING

22,000 LB CONCRETE BLOCK CASTING

LIFT EYE PIPE, Ø1.5 IN. NPS, SCH 40

LIFT EYE PLATE, 10 IN. X 10 IN. X 1.0 IN. THK

LIFT EYE NUT, 1.50-6UNC-2BX

REFLECTOR, 12 IN. X 1 IN.

EXPANSION SHIELDS (FOR #8 X 1.0 LG SCREWS)

SCREW, #8-32UNC-2A X 1.0 LG.

2 X 2 X1/4 IN. ANGLE, 9 1/2 IN. LG.

2 X 2 X 1/4 IN ANGLE, 36 IN. LG.

LIFT EYE, Ø1.0 ROD, THREADED BOTH ENDS

1-8UNC-2AX, 3.5 IN. LG.

LIFT EYE PIPE, Ø2.0 IN. NPS, SCH 40

LIFT EYE NUT, 1-8UNC-2BX

LIFT EYE, Ø1.50 ROD, THREADED BOTH ENDS

1.50-6UNC-2AX, 4.5 IN. LG.

161616

824262626

1648525252

1648525252

SST

SST

SST

SST

SST

SST

SST

ASTM

A276

ASTM

A276

MAKE FROM

PCS 1 & 2

SST

SCREW, 1/4-20UNC-2A, 21/2 LG.

44444 SST

NAMEPLATE

11111 BRASS SEE NOTE 2

USED WITH PC 20

CONCRETE, CS,

SST

CONCRETE, CS,

SST

CONCRETE, CS,

SST

CONCRETE, CS,

SST

CONCRETE, CS,

SST

EXPANSION SHIELDS (FOR 1/4 X 21/2 LG

SCREWS)

44444 COML USED WITH PC 19

REINFORCING STEEL (REBAR)

ARARARARAR C.S. ASTM

A615

SEE DETAIL VIEWS

SEE NOTE 1

COML

COML

COML

USED WITH PC 16

USED WITH PC 18

MCMASTER CARR

PN: 5953T29

(330) 995-5500

COML

ANSI

B18.2.2

ANSI

B18.2.2

ASTM

A240

ASTM

A312

ASTM

A312

ASTM

A276

ASTM

A276

PARTS LIST

9. WELDING SHALL BE PERFORMED BY PERSONNEL QUALIFIED TO ASME

SECTION IX, OR AWS. WELDING PRACTICES AND INSPECTIONS SHALL MEET

THE REQUIREMENTS OF AWS D1.1 OR AWS D1.3 AS APPLICABLE.

REMOVE BURRS & BREAK CORNERS .01 - .03 RADIUS OR CHAMFER UNLESS

OTHERWISE SPECIFIED.

GRIT BLAST EXTERIOR AFTER WELDING WITH NONCONTAMINATED GLASS

BEADS UNTIL A UNIFORM, NONDIRECTIONAL MATTE FINISH IS ACHIEVED.

WATER RINSE & WIPE DRY WITH CLEAN CLOTH.

10. INTERPRET THIS DRAWING IN ACCORDANCE WITH APPLICABLE SECTIONS OF

ANSI Y14.

6,000 LB TRAINING BLOCK ASSY

6,000 LB TRAINING BLOCK CASTING

CONCRETE, CS,

SST

CONCRETE, CS,

SST

AR

7. THE REQUIRED LIFT EYE ROD (PCS 9, 10 & 24) LENGTHS ARE SHOWN BELOW.

DIAMETER BLOCK WEIGHT ROD LENGTHS

1.0 1,500 59.00 6,000 45.80 8,500 47.00

MINIMUM BEND DIAMETER = 6.0"

1.5 12,000 58.75 18,000 78.75 22,000 90.75

MINIMUM BEND DIAMETER = 9.0"

NOTE: THE TOLERANCE ON BENDING PROCEDURES SHALL BE + / - 0.250 INCH.

LIFT EYE PLATE, 13.25 IN X 13.25 IN X1.0 IN THK444 SST 304 ASTM

A240

SEE NOTE 7

SEE NOTE 7

LIFT EYE, FORMED, Ø1.0 ROD

SST 440C

45 KSI MIN. YIELD

STRENGTH

ASTM

A276

SST 440C

45 KSI MIN. YIELD

STRENGTH

SST 440C

45 KSI MIN. YIELD

STRENGTH

M. A. GAYDOS 10-31-02

. .M. A. GAYDOS 10-31-02

RED

PLASTIC

SEE NOTE 7

MULTI-PURPOSE ADHESIVEARARARARAR COML USE WITH PC. 16AR 25

ISSUED MASS (WEIGHT) SHEETSCALE:

F 1N0X4

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWNCADD FILE NAME 593

NOTED 9

CGI-F-02047

DA04709-

GEO-CENTERS

65666768697072 71

REV

E

F

D

C

B

A

REV

REV

F

E

D

C

A

C

G I-F

-02047

65666768697072 71

DETAIL 67-C

SCALE: 1:8

18000 LB TRAINING BLOCK - ASSY 95

SCALE: 1:8

DETAIL 70-A

SCALE: 1:8

22000 LB TRAINING BLOCK - ASSY 94

SCALE: 1:8

CONCRETE, NAMEPLATE (PC 20) AND

REFLECTORS (PC 16) NOT SHOWN.

NOTE:

NOTED

C

G I-F

-02047 9101112131416 15

16 15 14 13 12 11 10 9

R E

V

ISSUED MASS (WEIGHT) SHEETSCALE:

F 1N0X4

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWN

E

S H

E E

T D

R A

W

IN

G N

O

F

E

D

C

A

F

D

C

B

A

CGI-F-02047CADD FILE NAME 593

GEO-CENTERS

DETAIL 11-A

SCALE: 1:8

1500 LB TRAINING BLOCK ASSY 99

SCALE: 1:8

DETAIL 16-D

1500 LB TRAINING BLOCK FRAME ASSY 93

SCALE: 1:8

TYP.25

TYP.25

COPE TO SUIT AT

ALL CORNER WELDS

1 4X2 8X

DA04702-

20 19 4X

21 4X

1716X

1816X

6X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

SINGLE Ø.50 ROD ON CENTER

16 8X

FULL R

36.00

13.509.50

36.00

A A

SECTION A-A

B

B SECTION B-B

36.00

36.00

18.00

3.00 TYP

4.00 12.00 4.00 TYP

13.50

3.75

6.00 MIN

6.00

7.00 7.00

3.00 TYP

10.00

3.25

17181920212224 23

24 23 22 21 20 19 18 17

ISSUED MASS (WEIGHT) SHEETSCALE:

F 1N0X4

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWN

E

F

E

D

C

A

F

D

C

B

A

CADD FILE NAME 593

NOTED

C

G I-F

-02047

CGI-F-02047

GEO-CENTERS

1 1/2" X 45° CHAMFER

ALL CORNERS

FULL R

TACK WELD NUTS TO ROD

2 PLACES TYP

4X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

SINGLE Ø.50 ROD ON CENTER

23X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

SINGLE Ø.50 ROD ON CENTER

SCALE: 1:8

DETAIL 22-D

6000 LB TRAINING BLOCK ASSY 98

SCALE: 1:8

16 22X

17 44X

18 44X

19 4X

21 4X20

11 2X

DA04703-

DETAIL 18-A

LIFT EYE PLATE

SCALE: 1:4

14 4X

C C

D

D

E E

SECTION E-E

SECTION D-D

SECTION C-C

138.50

3.00

4.00 12.00 2.80 TYP

31.50

16.00

1.00

4.25

POCKET DEPTH

17.00

4.00

8.00 MIN

1.50 TYP

13.756.00

4.50

7.00 MIN

1.00 12.00

4.00

10.50

POCKET

2.50

10.50

POCKET

13.757.0097.007.00

12.0010.50

POCKET

93.5010.50

POCKET

9.25

13.00 10.00

10.00

1.00

1.507.00

5.00

1.12

25262728293032 31

32 31 30 29 28 27 26 25

ISSUED MASS (WEIGHT) SHEETSCALE:

F 1N0X4

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWN

E

F

E

D

C

A

F

D

C

B

A

CADD FILE NAME 593

NOTED

C

G I-F

-02047

CGI-F-02047

GEO-CENTERS

SCALE: 1:8

DETAIL 30-D

8500 LB TRAINING BLOCK ASSY 97

SCALE: 1:8

16 24X 17 48X

18 48X

19 4X

21 4X

14 4X

11 2X

FULL R

TACK WELD NUTS TO ROD

2 PLACES TYP

5X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

24X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

1 1/2" X 45° CHAMFER

ALL CORNERS

DA04704-

H

H

I I

SECTION H-H

SECTION I-I

G G

SECTION G-G

4.00

12.00

8.00 TYP

4.04 12.00 1.94 TYP

145.50

40.00

1.50 TYP

4.00

9.00 MIN

18.00

6.00

10.50

POCKET

7.00

10.50

POCKET

12.0010.50

POCKET

100.5010.50

POCKET

17.00

1.00 1.00

4.25

POCKET DEPTH

13.756.00

4.50

8.00 MIN

13.757.00104.007.00

11.25

17.50

33343536373840 39

F 1N0X4

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWN

E

F

E

D

C

A

F

D

C

B

A

CADD FILE NAME 593

NOTED

C

G I-F

-02047

CGI-F-02047

GEO-CENTERS

33343536373840 39

DETAIL 36-D

12000 LB TRAINING BLOCK ASSY 96

SCALE: 1:8

16 26X

1 1/2" X 45° CHAMFER

ALL CORNERS

17 52X

18 52X

19 4X

21 4X

TACK WELD NUTS TO ROD

2 PLACES TYP

7X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

24X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

3X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

3X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

12 2X 5

DA04705-

DETAIL 34-A

LIFT EYE PLATE

SCALE: 1:4

15 4X

J J

K

K

SECTION K-K

SECTION J-J

12.00 2.00 TYP

20.00

21.12

1.00

5.00

POCKET DEPTH

L L

SECTION L-L

4.00

12.00 MIN

145.50

48.00

4.00

12.00

2.00 TYP

4.00

6.00

13.75

POCKET

8.50

13.75

POCKET

12.0013.75

POCKET

94.0013.75

POCKET

12.88

22.25

4.00

12.00 MIN

1.50 TYP

13.62

1.00

13.6210.5097.2510.50

13.25

13.25

1.00

1.625

1.38 10.50

6.62

9.00

41424344454648 47

E

F

D

C

B

A

ISSUED MASS (WEIGHT) SHEETSCALE:

F 1N0X4

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWNCADD FILE NAME 593

NOTED

CGI-F-02047

GEO-CENTERS

41424344454648 47

REV

F

E

D

C

A

C

G I-F

-02047

DETAIL 46-D

18000 LB TRAINING BLOCK ASSY 95

SCALE: 1:10

19 4X

21 4X20

16 26X

17 52X

18 52X

1 1/2" X 45° CHAMFER

ALL CORNERS

TACK WELD NUTS TO ROD

2 PLACES TYP

FULL R

3X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

7X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

24X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

3X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

DA04706-

12 2X

15 4X

M M

N N

O

O

SECTION N-N

SECTION O-O

SECTION M-M

12.00 2.00 TYP

30.00

4.00

4.00

12.00

2.00 TYP

145.50

48.00

12.0013.75

POCKET

94.0013.75

POCKET

6.00

13.75

POCKET

8.50

13.75

POCKET

13.6210.5097.2510.50

12.88

22.25

1.00

5.00

POCKET DEPTH

13.63

1.50 TYP

9.00

12.00 MIN

9.00

12.00 MIN

31.12

1.00

9.00

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWNCADD FILE NAME 593

NOTED 7

CGI-F-02047

DA04707-

GEO-CENTERS

49505152535456 55

REV

E

F

D

C

B

A

REV

REV

F

E

D

C

A

C

G I-F

-02047

49505152535456 55

DETAIL 54-D

22000 LB TRAINING BLOCK ASSY 94

SCALE: 1:10

24X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN 5X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

12 2X 5

TACK WELD NUTS TO ROD

2 PLACES TYP

7X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

5X Ø.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHOWN

16 26X

17 52X

18 52X

1 1/2" X 45° CHAMFER

ALL CORNERS

19 4X

21 4X

15 4X

V V

W W

X

X

SECTION X-X

SECTION V-V

SECTION W-W

12.00 1.94 TYP

36.00

12.00

12.00 MIN

1.50 TYP

12.00

12.00 MIN

1.00

5.00

POCKET DEPTH

145.50

48.00

4.00

12.00

2.00 TYP

4.00

6.00

13.75

POCKET

8.50

13.75

POCKET

13.6210.5097.2510.50

12.88

22.25

12.0013.75

POCKET

94.0013.75

POCKET

37.12

9.00

1.00

13.63

REVDRAWING NO.ESWBSCAGE CODESIZE

DRAWNCADD FILE NAME 593

NOTED 8

CGI-F-02047

DA04708-

GEO-CENTERS

57585960616264 63

REV

E

F

D

C

B

A

REV

R E

V

REV

S H

E E

T D

R A

W

IN

G N

O

F

E

D

C

A

C

G I-F

-02047

57585960616264 63

SCALE: 1:8

DETAIL 55-E

1500 LB TRAINING BLOCK - ASSY 99

SCALE: 1:8 DETAIL 61-D

SCALE: 1:8

6000 LB TRAINING BLOCK - ASSY 98

SCALE: 1:8

DETAIL 63-A

8500 LB TRAINING BLOCK - ASSY 97

SCALE: 1:8

DETAIL 59-A

SCALE: 1:8

12000 LB TRAINING BLOCK - ASSY 96

SCALE: 1:8

CONCRETE, NAMEPLATE (PC 20) AND

REFLECTORS (PC 16) NOT SHOWN.

NOTE: