Techincal_Data_Package.pdf

H

G

F

E

D c

B

A

8 7 6

NOTES:

1. CONCRETE REQUIREMENTS:

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

COURSE AGGREGATES = 0. 5°; ASTM C33; PORTLAND CEMENT, ASTM C 150;

CONCRETE CURED MINIMUM OF SEVEN DAYS.

B. REINFORCING STEEL CFN 36), FY= 60, 000 PSI, DEFORMED, ASTM A615,SHALL

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

INTERSECT I ON. SHALL BE BENT COLD, DD NOT USE HEAT IN BEND I NG.

C, MINIMUM BEND DIAMETER FDR REINFORCING STEEL.

BAR SIZE = DIAMETER

#4 - .50"

MINIMUM BEND DIAMETER

= 3.0"

NOTES: THE TOLERANCE ON BENDING PROCEDURES SHALL BE + I - 0.250 INCH.

2. MANUFACTURED DATA:

A. PROVIDE NAMEPLATE CFN 34) \JITH BLOCK \JEIGHT, MANUFACTURER,

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

\JAS MADE IN ACCORDANCE \JITH THIS DRA\JING TD EACH \JEIGHT. MADE OF

BRASS, 4" \JIDE X 8° LONG X 1/16" THICK CMINIMUM) ANCHORED \JITH 4,

1/ 4n X 2 1/2° SCRE\JS CPC 19) IN EXPANSION SHIELDS ON BLOCK TOP SURF ACE

AS FDLLD\JS:

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

B. ALTERNATIVE: MARK CONCRETE \JITH SERIAL NUMBER AND CATALOG NAME PLATE DATA

SEPARATE FROM BLOCK.

3. EACH BLOCK SHALL HAVE ITS DESIGN \JEIGHT CAST INTO THE FOUR

SIDES AND TOP. C500 LB. BLOCK: CAST \JEIGHT INFO LONG SIDE DNL Y.

OVERALL SIZE OF THE NUMERALS SHALL BE 8 INCHES IN HEIGHT

BY 4 INCHES IN \JIDTH. NUMERAL THICKNESS SHALL BE 3/ 4 INCH.

COMMAS SHALL NOT BE CAST. CASTING DEPTH SHALL BE .25 INCHES

CMINIMUM). THE NUMERICAL \JEIGHT SHALL BE CENTERED ON THE FOUR

SIDES.

FDLLD\JING CONCRETE CURE, THE CAST-IN NUMERALS SHALL BE PAINTED

BLACK, \JITH A PAINT CONFORMING TD A-A-3183 EXCEPT FDR THE 6,000 LB

BLOCK. IT'S NUMERALS SHALL BE PAINTED \JHITE.

4. EACH BLOCK SHALL BE CDLDR-CDDED IN ACCORDANCE \JITH THE TABLE BELD\J. INTEGRAL

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

PRODUCTS DR DAVIS COLORS SHALL BE USED.

SOLOMON COLORS

P.O. BOX 8288

SPRINGFIELD, IL. 62791

800-624-0261

\J\J \J.SDLDM DNCDLDR S.CDM

BLOCK \JEIGHT CLBS)

1,500

2,100

4 ,000

6,000

8,500

12,000

18,000

22,000

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASEJ DISTRIBUTION IS UNLIMITED.

QC CONSTRUCTION PRODUCTS

P.O. BOX 599

MADERA, CA. 93639

800-453-8213

\J \J\J, QCCDNPR DD. COM

CDLDR

NATURAL CND DYE ADDED)

NATURAL CND DYE ADDED)

NATURAL CND DYE ADDED)

NATURAL CND DYE ADDED)

BLACK:

BRD\JN:

GREEN:

YELLD\J:

SOLOMON = #920 CDNYX)

QC = IC-4 CGRAPHITE)

DAVIS = #8084 CGRAPHITE)

SOLOMON = #338 CLEATHER)

QC = IC-2 CLEATHER)

DAVIS = #6058 CRUSTIC)

SOLOMON = #500 CMINT)

QC = IC-5 CMARINA)

DAVIS = #5376 C\JILLD\J)

SOLOMON = #238 CMARIGDLD)

QC = IC-3 CLIGHT OAK)

DAVIS COLORS

7101 MUIRKIRK RD.

BELTSVILLE, MD. 20705

800-356-4848

\J\J\J.DAVISCDLDRS.CDM

RED:

DAVIS = #5084 CHARVEST GOLD)

SOLOMON = #417 CAPPLE)

QC = IC-4 CCRANBERRY)

DAVIS = #160 CBRICK)

7 6

READY-MIX

4 3

THIS DRAVING HAS BEEN GENERATED AND

IS MA INT A IN ED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

5. PRIOR TD POURING CONCRETE, POSITION REBAR CFN 36) AND LIFTING EYE PIPES

CFN 25 AND 26) CAND 500 DR 1500 LB. BLOCK FRAME ASSY -2) IN THEIR REQUIRED

LOCATIONS. TACK \JELD PIPES TD REBAR AS NECESSARY TD MAINTAIN PIPE

LOCATION. IF PIPES INTERFERE \JITH REBAR, THE REBAR MAY BE REPOSITIONED

DR CUT TD AVOID INTERFERENCE.

~REBAR CFN 36) SHALL BE CUT BACK AT THIS LOCATION CPRIDR TD CONCRETE

POUR) TD AVOID INTERFERENCE \JITH LIFT EYE PLATES CFN 27 AND 37). REBAR

SHALL NOT PROTRUDE FROM CONCRETE AT ANY LOCATION.

7. THE REQUIRED LIFT EYE ROD CFN 23, 24, AND 38) LENGTHS ARE SHD\JN BELD\J.

DIAMETER

1.0

BLOCK \JEIGHT

1,500 2,100 4,000 6,000 8,500

ROD LENGTHS

59.00 59.00 45.80 45.80 45.80 47.00

MINIMUM BEND DIAMETER - 6.0°+.25

1.5 12,000 18,000 22,000

MINIMUM BEND DIAMETER - 9.0°+.25

8. TEST PROCEDURE:

58.75 78.75 90.75

A. TEST NE\J TRAINING BLOCKS BY CONDUCTING A PROOF LOAD TEST ON

EACH BLOCK IN ACCORDANCE \JITH MIL -STD-913. EACH BLOCK MUST BE

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

FDR 90 SECONDS.

BLOCK \JEIGHT CLBS)

1,500 2,100 4 ,000 6,000 8,500

12,000 18,000 22,000

LOAD FACTOR

3.5 3.5 3.2 3.2 3.2 3.2 3.2

3.086 2.934

TEST LOAD CLBS)

5,250 7,350 14,000 19,200 27 ,200 38,400 55,548 64,548

B. INSPECT LIFTING PROVISIONS FDR PERMANENT DEFORMATION AND

CONCRETE FDR STRUCTURAL DAMAGE.

C. FDR\JARD TEST DATA TD U.S. ARMY NATICK TEST SOLDIER CENTER,

AMSRD-NSR-\JP-AD, NATICK, MA. 01760-5017, FDR REVIE\J AND APPROVAL.

9. \JELDING SHALL BE PERFORMED BY PERSONNEL QUALIFIED TD ASME

SECTION IX, DR A\JS, \JELDING PRACTICES AND INSPECTIONS SHALL

MEET THE REQUIREMENTS OF A\JS Dl.1 DR A\JS Dl.3 AS APPLICABLE.

REMOVE BURRS AND BREAK CORNERS .01-.03 RADIUS DR CHAMFER UNLESS

DTHER\JISE SPECIFIED.

GRIT BLAST EXTERIOR AFTER \JELDING \JITH NON CONTAMINATED GLASS

BEADS UNTIL A UNIFORM, NDNDIRECTIDNAL MATTE FINISH IS ACHIEVED.

10. INTERPRET THIS DRA\JING IN ACCORDANCE \JITH APPLICABLE SECTIONS

OF ANSI Y14.

& A.) MATERIAL: ANSI 1018 PER AMS 5069 DR

r/J 1.00 STOCK. \JATER RINSE

1020 PER AMS 5032, BAR COLD ROLLED,

& \JIPE DRY \JITH CLEAN CLOTH.

BJ MATERIAL: ANSI 1018 PER AMS 5069 DR 1020 PER AMS 5032, BAR COLD ROLLED,

r/J 1.50 STOCK. \JATER RINSE & \JIPE DRY \JITH CLEAN CLOTH.

MATERIAL: STAINLESS STEEL PLATE 304, PER ASTM A240.

FINISH: CADMIUM PLATE PER SAE/ AMS-QQ-P-416, TYPE l, CLASS 1.

ALTERNATE FINISH: ZINC COAT PER ASTM B633, TYPE II, CLASS SC3.

FDR PROOF LOAD INFORMATION, SEE SHEETS 14 THROUGH 18.

SHT

2 1

REVISIONS

ZONE LTR DESCRIPTION PRDJ DFCR APVD DATE

- INITIAL RELEASE PER ECP08HE6029 nw T. G. W. R. 08-09-29

SHEET ND. DIRECTORY

FEATURE

NOTES AND DIRECTORY

PARTS LIST

LIFTING EYE RODS AND PLATES

500 LB. BLOCK ASSY \J /FRAME

1500 LB. BLOCK ASSY \J /FRAME

2100 LB. BLOCK ASSY

4000 LB. BLOCK ASSY

6000 LB. BLOCK ASSY

8500 LB. BLOCK ASSY

12000 LB. BLOCK ASSY

18000 LB. BLOCK ASSY

22000 LB. BLOCK ASSY

REBAR FORMED CONSTRUCTION

PROOF LOAD TEST 4000-2200 LB.

PRIMARY/SECONDARY LASHING

LASHING TD 16-20' CONTAINER

LASH THREE BLOCKS STACKED

LASHING T\JD TD ONE BLOCK

16, SEE SHEET 14 FDR NOTE 16. SEE SHEET TWO FDR PARTS LIST

UNLESS OTHERWISE SPECIF"IED1

DIMENSIONS ARE IN INCHES

TOLERANCES:

U.S. ARMY, RESEARCH, DEVELOPMENT

AND ENGINEERING COMMAND, NA TICK SOLDIER CENTER

KANSAS STREET, NATICK, MA, 01760-5056

-1 -2 -3 -4 -5 -6 -7 -8 ) ) ) ) ) ) I) AND -9 ANGLES ± 1 • DATE 08-04-17

FRACTIONS + -

INTERPRET THIS DRAWING IN 2 PLACE DIM f, 25 DRAWN BY P. WOOD

REVISION APPROVED W. RICCI

r-,----,--r--.---r---ir-,----,-----,-,----,-----,-,----,---,-+-Acc-,oR_DA_NcE,w_n_H A_sM_E _n•_· i_oo+-...::.3__:._P..:::LA.:.::.CE::......;:..:DI:.:..:.M----=:.!±,~1~2-"-5 ~C:!..!!HE~CK~E~D ___µ;T.c.!:G~REo!.!:NG~A'----- CD NCR ET E TR A I N I NG BL DC k

PRDJ DFCR T. GRENGA

REVISION STATUS OF SHEETS APPLICATION

18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 l SHEET .__ __ _,_ __ ____,APPRDVAL DESIGN ACTIVITY SIZE CAGE DRAWING ND.

r---~~~~~~~~~--'-----L~"----'-----'---_.L._---'-~L___J___J__~~--+~~~+--~~+-=~~w~.R=I~Cc_I~-E 81337 11 1 7752

NEXT ASSY USED ON APPLICABLE SPEC - -.__ __ ___,__ __ _____,

SCALE: NONE IUNIT WT. !SHEET 1 OF 18

5 4 3 2 1

H

G

F

E

D c

A

8 7 6 5 4 3 2 1

REVISIONS

ZONE LTR DESCRIPTION PRDJ DFCR APVD DATE

- NITIAL RELEASE PER ECP08HE6029 ow T. G. II. R. 08-09-29

H THIS DRA~ING HAS BEEN GENERATED AND H

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

LIFT EYE, 01.0 ROD, THREADED BOTH ENDS COLD ROLL

~ 4 1-8UNC-2AX, 3.5 IN LG 45 KSI MIN. YIELD 41

STRENGTH

4 2 X 2 X 1/4 IN ANGLE, 12 IN LG SST 304 ASTMA276 40

AR AR AR AR AR AR AR AR AR MUL Tl-PURPOSE ADHESIVE COML USE WITH

39 FN 30

vULD ~· ".L

~ & G 1 1 LIFT EYE, FORMED, 01.0 ROD 45 KSI MIN. YIELD 38 G STRENGTH

8 8 LIFT EYE PLATE, MAKE FROM SST 304 ASTMA240 37

1.0" THK PLATE

AR AR AR AR AR AR AR AR AR REINFORCING STEEL (0.50 REBAR) c.s. ASTMA615

SEE

36 & DETAIL VIEWS

4 4 4 4 4 4 4 4 4 EXPANSION SHIELDS (FOR 1/4 X 21/2 LG SCR.) COML

USED WITH

35 FN 33

4 4 1 1 1 1 1 1 1 NAMEPLATE BRASS 34 &

1 1 4 4 4 4 4 4 4 SCREW, 1/4-20UNC-2A, 21/2 LG SST 304 COML

USED WITH

33 FN 34

4 4 48 48 44 32 20 16 8 SCREW, #8-32UNC-2A X 1.0 LG SST 304 COML

USED WITH

FN 30 32

F 52 52 52 48 44 32 20 16 8 EXPANSION SHIELDS (FOR # 8 X 1.0 LG SCR.)

USED WITH F COML FN 32 31

26 26 26 24 22 16 10 8 4 REFLECTOR, 12 IN. X 1 IN

RED

COML

MCMASTER

30 PLASTIC PN: 5953T29

16 16 16 LIFT EYE NUT, 1.50-6UNC-2BX SST 304 ANSI

B18.2.2 29

16 16 16 16 16 16 LIFT EYE NUT, 1-8UNC-2BX SST 304 ANSI 28 B18.2.2

8 8 8 8

LIFT EYE PLATE, MAKE FROM, SST 304 ASTM 27

1.0 "THK PLATE A240

8 8 8 8 8 LIFT EYE PIPE, 02.0 IN. NPS, SCH 40 SST 304 ASTM 26 A312

8 8 8 8 LIFT EYE PIPE, 01.5 IN. NPS, SCH 40 SST 304 ASTM

A312 25

E LIFT EYE, 01.50 ROD, THREADED BOTH ENDS COLD ROLL A & E 4 4 4 45 KSI MIN. YIELD 24 1.50-6UNC-2AX, 4.5 IN. LG. STRENGTH

LIFT EYE, 01.0 ROD, THREADED BOTH ENDS COLD ROLL

~ & 4 4 4 45 KSI rx!!~,_Y)ELD 23 1-8UNC-2AX, 3.5 IN. LG. ·""""'I roi;r-1"'"" I r"""I

1 22,000 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 22

1 18,000 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 21

1 12,000 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 20

1 8,500 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 19

1 6,000 LB TRAINING BLOCK CASTING CONCRETE, CS,

18 D SST D

1 4000 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 17

1 2, 100 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 16

1 1,500 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 15

1 500 LB CONCRETE BLOCK CASTING CONCRETE, CS,

SST 14

8 4 2 X 2 X 1/4 IN ANGLE, 36 IN LG SST 304 ASTM A276 13

4 4 2 X 2 X1/4 IN ANGLE, 9 1/2 IN LG SST 304 ASTM A276 12

1 1,500 LB TRAINING BLOCK FRAME ASSY

MAKE FROM

11 c FN 12AND 13 c

1 500 LB TRAINING BLOCK FRAME ASSY

MAKE FROM FN

12, 13, AND 40 10

1 22,000 LB TRAINING BLOCK ASSY 9

1 18,000 LB TRAINING BLOCKASSY 8

1 12,000 LB TRAINING BLOCKASSY 7

1 8,500 LB TRAINING BLOCK ASSY "' 6 "' z

1 6,000 LB TRAINING BLOCK ASSY 5 >---"

I

B 1 4,000 LB TRAINING BLOCK ASSY 4

I

2,100 LB TRAINING BLOCKASSY

1 3 Ul I\)

1 1,500 LB TRAINING BLOCK ASSY 2 ---,;;

1 500 LB TRAINING BLOCK ASSY

I\)

1 -

QTY QTY QTY QTY QTY QTY QTY QTY QTY

CAGE DESCRIPTION MATERIAL MATL SPEC REMARKS FIN[

CODE NO.

-9 -8 -7 -6 -5 -4 -3 -2 -1

0 0 0 0 0 0 0 0 0 PARTS LIST 0 0 0 0 0 0 0 0 0

0 0 0 LO 0 0 .,.... LO LO

C\I co C\I co co

C\I ., A C\I .,.... ., A

SIZE CAGE DRAll I NG ND.

DISTRIBUTION STATEMENT A E 81337 11-1-7752

THJS DOCUMENT JS APPROVED FDR PUBLIC RELEASE; DISTRJBUTJON IS UNLIMITED. SCALE: 1/1 IUNIT \IT. I SHEET 2

¢9,00-~

(¢1.50 BAR STOCK)

G

F

¢9,00-~

E (¢1.50 BAR STOCK)

D

¢9,00

<¢1.50 BAR STOCK)

c

B

A

DISTRIBUTION STATEMENT A

THlS DOCUMENT JS APPROVED FDR PUBLIC RELEASEJ DlSTRlBUTlDN IS UNLIMITED.

2X 1 .50-6 UNC

9.00 i----o-f----- 2 X 3, 5 0 MIN

FULL THREADS

i------- 21.13 -----------i

12000 LB. LIFT EYE AMA

~ 2X 1.50-6 UNC

9.00

2X 3.50 MIN

__ ___,_f-_FULL THREADS

~-----------31.13-------

18000 LB. LIFT EYE

~ 2X 1.50-6 UNC

9.00

2X 3.50 MIN

i-----+-- FULL THREADS

~--------------37.13---------1

22000 LB. LIFT EYE AkA

7 6

¢6,00

(¢1.00 BAR STOCK)

¢6,00-~

<¢1.00 BAR STOCK)

4 3

2X 1 .00-8 UNC

I 6.00

-+-------_J

1--1--2X 2.50 MIN

FULL THREADS

i--------17,00 ---------i

2100 LB, 4000 LB., AND 6000 LB. LIFT EYE AMA

2X 1 .00-8 UNC

I 6.00

'--+-----~_J i----~2X 2.50 MIN

FULL THREADS

>--------- 18.00 -----

8500 LB. LIFT EYE AMA

4 3

ZONE LTR

REVISIONS

DESCRIPTION PROJ OFCR APVD

INITIAL RELEASE PER ECP08HE6029 w T. G. \/, R.

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

DATE

08-09-29

(¢1.00 BAR STOCK) --3X ¢6.00

(¢1.00 STOCK)

10.00

2X 3.00 -,------------l---1----+

6.oo+:~~ 38

500 LB. AND 1500 LB. LIFT EYE

AkA

(Z)l.12+,03 THRU

4.75 f 6.00

1.500

1.37

- 4.875 -i------ 9' 7 5 -------i

WASHER PLATE /\

2X PER LIFT ~

2X (Z)l.63+.03

_j Li.oo STK

_j Li.oo STK i-6.50-i---13' 00 --------i

LARGE LIFT EYE PLATE/\

2X PER LIFT ~

SIZE CAGE DRAll I NG ND.

E 81337 11-1-7752

SCALE: 1/4 UNIT \IT. SHEET 3

H

G

F

E

D

8 7

G

F

.25 4X

4X 40

E f-140-------36.00 -----

D

,-----~~-----<. 8 x .25

10 13 4X

I

9.50 c L_l------'--------------'-----1

B

A

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED,

8 7

COPE TD SUIT AT

ALL CORNER 'w'ELDS f 12.00 l

12 4X

13.50

I I

I I I

I I I

I I I

I ' I I

B ____ _J

4X

4X t 6.oo A 12.00

2X 3.00

4.00

-1

I---\--- 36.00 ---~1----1

A

12.00 4.00

6X 0.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHD'w'N

500 LB TRAINING BLOCK ASSY

3 2 1

REVISIONS

ZONE LTR DESCRIPTION PRDJ DFCR APVD DATE

i--18.00--

FULL R

3.25 0 0

13.50

SECTION A-A

,__SINGLE 0.50 ROD ON CENTER

6.00

SECTION B-B

3 2

- INITIAL RELEASE PER ECP08HE6029 w T. G. \/, R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

SIZE CAGE DRAW I NG ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT, SHEET 4

H

G

F

E

D

F

E

D c

B

,25 TYP

i------ 36.00 ____ _____, COPE TD SUIT AT

ALL CORNER VELDS

36.00

~-,.;:----. "'2 5~ Ty p t 9.50

1500 LB TRAINING BLOCK FRAME ASSY

13 BX 12 4X

13.50

D _, __ l I I

I

I

D _, __ J

4 3

39 30 BX

i------T-- 36. 00 --------1

18.00 •

C A • •

36.00

4.ooJ 12.00 4.00 2X 3.00

I"-

I 13.50

_J r:::ci 6X 0.50 RODS EQUALLY SPACED

~ @ 6.00 APART APPROX. AS SHDVN

-2

1500 LB TRAINING BLOCK ASSY

2 1

REVISIONS

ZONE LTR DESCRIPTION PRDJ DFCR APVD DATE

- INITIAL RELEASE PER ECP08HE6029 pw T. G. W. R 08-09-29 i--18.00--i

SECTION C-C

THIS DRA~ING HAS BEEN GENERATED AND

JS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

3B

FULL R

3.25

- SINGLE 0.50 ROD ON CENTER

_J3.75

6.00

SECTION D-D

H

G

F

E

D c

A A

SIZE CAGE DRAW I NG ND.

DISTRIBUTION STATEMENT A

E 81337 11-1-7752

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED. SCALE: 1/8 UNIT WT. SHEET 5

F

E

D c

B

A

8 7

23X 0.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHD'w'N

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED.

8 7

3.95 12.00

7.00-_, 6.50

7.00 t 9.25

G ..

G

13.75=::1

1 1/2' X 45¢ CHAMFER

ALL CORNERS

16.00

4.00

10.50

POCKET

13.00 -I 1-10.50 2.50 rr====;-;=====;i-~~-+--+-------

10.50

POCKET

3.00

10.50

SECTION F-F

12.00J

4.50

7.00

10.50

POCKET

6.

SINGLE 0.50 ROD ON CENTER

TACK \./ELD NUTS TD ROD

2 PLACES TYP

[ 1.50 2X

SINGLE 0.50 ROD ON CENTER-~

f------'>13' 7 5 -

28 16X

SECTION E-E

SECTION G-G

-3

2 1

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECP08HE6029 w T. G. \I, R. 08-09-29

4.00

8.00 MIN.

,-----; 36

"-----4X 0.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHD'WN

F

E

D c

I '-J '-J Ul nJ

2100 LB TRAINING BLOCK ASSY A

SIZE CAGE DRAWING ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT. SHEET 6

4 3 2 1

F

E

D c

B

A

3.00

12.00

1.SO

J

3.9S t

9. 2S

13 .00 lSX Ill.SO RODS EQUALLY SPACED @ 6.00 APART APPROX. AS SHD'w'N s.sol

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED.

7 6

H~ • c :)

c :)

12.00

2X S3.SO

2X S0.00

SECTION J-J

7 6

G 3-c :)

I •

___ J K

7.00 13.7S 4X

(1,1) ~~

2X _

10.SO

H

31 32X

32 32X

31.SO

_JJ

1 1/2" X 4S~ CHAMFER

ALL CORNERS

I 16.00 t 4.00 f t

2.SO

t t 10.

PDC

so

KET

t

10. so

KET PDC

A i-2x 12.00 t

4.SO

7.00

36 SINGLE Ill.SO ROD ON CENTER

4 3

TACK \./ELD NUTS TD ROD 6.00

2 PLACES TYP

SECTION H-H

[ 1.SO 2X

SECTION K-K

-4

4000 LB TRAINING BLOCK ASSY

4 3

2 1

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD

- INITIAL RELEASE PER ECP08HE6029 w T. G. II. R.

27 BX

1.00

4.2S

POCKET

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

DATE

08-09-29

13.7Sp

28 16X

4.00

8.00 MIN.

36 4X Ill.SO RODS EQUALLY SPACED @ 6.00 APART APPROX. AS SHD'w'N

SIZE CAGE DRAllING ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT. SHEET 7

2 1

H

G

F

E

D c

E Q z

" f-> f-> f->

I -.....j -.....j c...n

ID

"' "' '1

F

E

D c

B

A

3 .00

12 .00

M

4,00-t 9 .25

13 ,00

DISTRIBUTION STATEMENT A

c :)

c :)

'-12,00- 2,80

- 7,00

10,50

POCKET

23X 0.50 RODS EQUALLY SPACED-------'

@ 6.00 APART APPROX. AS SHO~N

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED,

8 7

6 5

138.50 39 1

30 122x , I . ' . . ' . . . . ' . .

L l

Q),, 0 0 c

( 3'1)

~4X ~ 4X

97,00

93,50 10,50

SECTION M-M

6 5

'' v v . .

, ,i.-

SJ , -

N -

-N i- 7.00

13.75 J

12,00 -

L

44X

44X

31.50

JM

16,00 t 4,00 t

I 2,50

I

TACK ~ELD NUTS TD ROD

2 PLACES TYP

" 1 1/2 X 45° CHAMFER

ALL CORNERS

SINGLE 0.50 ROD ON CENTER-------"

t 10, POC

KET

I t

10. 50

KET POC

I

M

[1.50 2X l---SINGLE 0,50 ROD ON CENTER r4.50 t

7.00

-5

6000 LB TRAINING BLOCK ASSY

4 3

6.00

SECTION L-l

SECTION N-N

ZONE LTR

2s2xffi

28 4X

27 BX

1.00 t

4,25

POCKET

4.00 t

8.00 MIN.

-----' 36

REVISIONS

DESCRIPTION PROJ OFCR APVD

INITIAL RELEASE PER ECP08HE6029 w T. G, \/, R.

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

DATE

08-09-29

4X 0,50 RODS EQUALLY SPACED

@ 6,00 APART APPROX, AS SHD~N

SIZE CAGE DRAWING ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT, SHEET 8

2 1

H

G

F

E

D c

E Q z

I -....._J -....._J

Ul ru

F

E

D c

B

A t 4 .00 x .00

B .00 c

R c

2X _ i-- -4.00 i- 20X _ 12.00 t

11.25 i

17.50

40 .00

10.50

POCKET

:J

:J i--9x 1.94

7 00 - '

23X IZl.50 RODS EQUALLY SPACED 36 @ 6.00 APART APPROX, AS SHD\.v'N '-----"

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED,

8 7

6 5

30 24X

/ 145.50 p

(9~/ / '\\ /.' \\ co' ' '-.._)/ ,, 0 0

34&

33 I 4X

35 I 4X

97 00 '

93,50

SECTION R-R

6 5 c

7 00 '

10,50

1'-

• • ,,v v

:J

(6 s s 13 75 '

12.00 -

31) p

4BX

4BX

40.00

R

17.00 t 6.00 t

• 7.00

1 1/2" X 45• CHAMFER

ALL CORNERS

t 10.

PDC

KET

t

TACK \.v'ELD NUTS TD ROD

2 PLACES TYP

[1.50 2X

6.00

SECTION P-P

t

10. 50

KET

SINGLE IZl.50 ROD ON CENTER 36

PDC

~A SECTION S-S

,------;36 SINGLE IZl.50 ROD ON CENTER

4.00

9.00

-6

B500 LB TRAINING BLOCK ASSY

4 3

2 1

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECP08HE6029 w T. G. \/, R. 08-09-29

2X

25 Bxffi

2B BX

27 BX

1.00 f f

4.00

4.25

POCKET

B.00 MIN.

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY,

36 4X IZl.50 RODS EQUALLY SPACED @ 6.00 APART APPROX. AS SHD\.v'N

SIZE CAGE DRAWING ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT, SHEET 9

2 1

H

G

F

E

D

F

E

D c

B

A

I 4 .00 x .00 u

2X _ 4.00

12.88

22.50

48 .00 i-i-

DISTRIBUTION STATEMENT A

• I I • c '.;)

c '.;)

- -9X

20X _ 12.00

10 50 i--

.7 13 5

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED.

7 6

145 50 '

. I I . . I I . • I I . . I ' . . I . • I I . • I I

T

34&

2.00 33 4X

35 4X

97 25 '

4 9 .00

24X 0.50 RODS EQUALLY SPACED 36

@ 6.00 APART APPROX. AS SHD~N

SECTION U-U

7 6

I'\

. • I I . .

,.v v c ~

26X T

30 391 7 v v

10 50 ' 13 62 '

~r--

7 13. 5 12.00 -

T u

20.00

31 J

48.00

52X

52X

1 1/2" x 45° CHAMFER

ALL CORNERS

TACK ~ELD NUTS TD ROD

2 PLACES TYP

262X&

I---\- 13 ' 7 5

6.00

SECTION T-T

37 BX

1.00 t 4.25

POCKET

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECP08HE6029 T. G. \/, R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

i------- (4 8.00) -----~-i

I 6.00

I

I 8.50

5.75

4.00

2X 1

PDC

3.75

KET

2X 1 3.75

KET PDC

A\

20.00

SINGLE 0.50 ROD ON CENTER 36

SECTION V-V

20.00

-7

12000 LB TRAINING BLOCK ASSY

4 3

4.00

12.00

'------'36 3X 0.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHD~N

7X 0.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHD~N

SIZE CAGE DRAllING ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT. SHEET 10

2 1

H

G

F

E

D

F

E

D c

A

4.00

2X 12.00

2X 2.00 x

2X 4.00

12.88

22.50

48 .00 c

20X 12.00

- 10.50

13.75-

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED.

8 7

34~

9X 2.00

1l g((J)C(J)C(J)

97.25

94.00

24X 0.50 RODS EQUALLY SPACED 36

@ 6.00 APART APPROX. AS SHO\v'N

SECTION X-X

1<0> y

I

I I

I I

I/ y w

_JX

48.00

31 52X

TACK ~ELD NUTS TD ROD

2X

1 1/2" X 45• CHAMFER

ALL CORNERS

9.00

SECTION ~-~

262x.&, r 1.00 f 9.~o

12.00

13.63

29 4X

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECPOBHE6029 T. G. \/, R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

-----(48.00)-----

30.00 2X

1.50 9.00

12.00

3X 0.50 RODS EQUALLY SPACED

10 50 i-- @ 6.00 APART APPROX. AS SHO\v'N ' -

<OJ

13.7~

-13.62

6.00 t

8.50 t t 2X 1

PDC

3.75

KET

t t 2X 1 3.75

KET PDC

t

'C A 12.00

3X 0.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX, AS SHO\v'N

36 7X 0.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX, AS SHO\v'N

SECTION Y-Y

-8

18,000 LB TRAINING BLOCK ASSY

SIZE CAGE DRAllING ND.

E 81337 11-1-7752

SCALE: 1/10 UNIT \IT. SHEET 11

3 2 1

H

G

F

E

D

F

E

D c

B

A t 4 .00

1 2.00

J .

2.00

AA a

I I

L __ .

- r

4.ooJ -

7 6 5

145.50 I

~I ~126X c :> z Le;--- 2)-----

22000 c :> c :> i--- - -9X 1.94 & 12.00 - 8@@

4X 4X

22000

10.50 ~-----------97.25------------

BB----1

I I

I I

BB----_J

10.50

13.63 t 12.88

22.25

--13.75--i--------------94.00--------------i--13.75

24X 121.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHDVN

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED,

SECTION AA-AA

7 6 5

I/ .., r ~

~ /1r' 8

_ _Jz

52X

52X

4 3

24 4X

268X &

37 BX

2 1

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECPOBHE6029 T. G. \/. R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY,

48, 00 5.00 a AA I I

___ _J

6.

36.00

6.00

13.75

POCKET

8.50

13.75

POCKET

12.00

12.00

TACK VELD NUTS TD ROD

2 PLACES TYP

1 1/2" X 45• CHAMFER

ALL CORNERS

0 0 t

SECTION Z-Z

POCKET DEPTH

16X

12.00

36 5X 121.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHDVN

'----'36 7X 121.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHDVN

SECTION BB-BB

5X 121.50 RODS EQUALLY SPACED

@ 6.00 APART APPROX. AS SHDVN

-9

22000 LB TRAINING BLOCK ASSY

SIZE CAGE DRAWING ND.

E 81337 11-1-7752

SCALE: 1/10 UNIT \IT, SHEET 12

4 3 2 1

H

G

F

E

D

F

E

D c

B

A

8 7

SIMILAR CONSTRUCTION

500 LB TRAINING BLOCK ASSY

1500 LB TRAINING BLOCK ASSY

DISTRIBUTION STATEMENT A

THIS DOCUMENT IS APPROVED FDR PUBLIC RELEASE1 DISTRIBUTION IS UNLIMITED.

8 7

SIMILAR CONSTRUCTION

8,500 LB TRAINING BLOCK

12,000 LB TRAINING BLOCK

18,000 LB TRAINING BLOCK

22,000 LB TRAINING BLOCK

ASSY

ASSY

ASSY

ASSY

NOTE: CONCRETE, NAMEPLATE CFN 34) AND

REFLECTORS CFN 30) NOT SHO\./N.

5 4

2 1

REVISIONS

ZONE LTR DESCRIPTION PRDJ DFCR APVD DATE

- INITIAL RELEASE PER ECPOBHE6029 w T. G. \/, R. 08-09-29

THIS DRAVING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

SIMILAR CONSTRUCTION

2100 LB TRAINING BLOCK ASSY

4000 LB TRAINING BLOCK ASSY

6000 LB TRAINING BLOCK ASSY

SIZE CAGE DRAW I NG ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT. SHEET 13

2 1

H

G

F

E

D c

I

I --..J --..J Ul I\) w

F

E

D c

B

A

8 7 6 5

NOTES:

16. THIS AND THE FDLLD~ING PAGES DESCRIBE A SET OF RECOMMENDED METHODS OF PERFORMING

TRAINING BLOCK PROOF LOADS. PROOF LOAD TESTING IS MANDATORY, THE METHOD OF PERFORMING THE

TEST IS LEFT TD THE F ABRICATDR. NATICK DOES NOT ~ISH TD IMPOSE HARDSHIPS RESULTING FROM PARTICULAR UNITS NOT HAVING SPECIFIC TEST EQUIPMENT. THE RECOMMENDATIONS PROVIDED HERE ARE A

GUIDE TD ASSIST IN DETERMINING THE METHOD, THESE APPLY TD SHEET 14 THROUGH 18.

THROUGHOUT THE FIGURES:

- PRIMARY LASHINGS ARE REQUIRED. LOCATE APPRDXIMATEL Y IN POSITIONS AS SHD~N.

- SECONDARY LASHINGS ARE TD BE ADDED BASED ON STRENGTH OF PRIMARY SLINGS.

- ALL LASHINGS ARE TD BE APPRDXIMA TEL Y 5 INCHES ~IDE TD MINIMIZE LINE LOADING OF CONCRETE.

IF DNL Y CHAIN DR THINNER IS AVAILABLE, RUN SEVERAL LASHINGS DR LOOP THE LASHING TD

GENERATE ADDITIONAL ~IDTH.

- ADD SECONDARY LASHINGS SYMMETRICALLY. IF ADDING ONE SECONDARY LASHING, PLACE IT IN THE

CENTER. IF ADDING T~D SECONDARY LASHINGS, PLACE ON EITHER SIDE OF THE CENTER.

- ALL DIMENSIONS GIVEN ARE APPROXIMATE. ND TOLERANCES GIVEN.

- IMAGES ARE NOT DRA~N TD SCALE

52.75 7.25

4X 5.00

------52.75-----~

__,7,25

4 x 5' 0 0 -+---I--+-+--

DISTRIBUTION STATEMENT A

THlS DOCUMENT JS APPROVED FDR PUBLIC RELEASEJ DlSTRlBUTlDN IS UNLIMITED.

8 7 6 5

4 3

----38.50----

7.25 4X 5.00 --+-____, -----48.75-------i 7.25i--

4 x 5' 0 0 --+-----+-+--+----

33.94 ~I

-----52.75------ 7.25t--

4 x 5 ' 0 0 +-------+---+---+

------52.75------

7.25-

4 x 5 ' 0 0 -1----o..+------i-----l-~

4 3

2 1

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECPOBHE6029 w T. G. II. R. 08-09-29

~-SECONDARY LASHINGS

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

SIZE CAGE DRAll I NG ND.

E 81337 11---1---7752

SCALE: 1/10 UNIT \IT. SHEET 14

H

G

F

E

D

G

F

E

D c

B

A

DISTRIBUTION STATEMENT A

THlS DOCUMENT JS APPROVED FDR PUBLIC RELEASEJ DlSTRlBUTlDN IS UNLIMITED.

'------ LOAD CELL

LIFT AND TIE-DO\JN FACILITY

TABLE IS A SERIES OF STEEL

REINFORCED CONCRETE T-SLOTS

4 3

OPTIONAL SECONDARY LASHINGS

ADD AS NEEDED BASED ON STRENGTH

OF PRIMARY LASHINGS ADD

SYMMETRICALLY

PRIMARY LASHINGS

4 PLACES MINIMUM

POSITION AS SHO\JN ON PAGE 14

4 3

REVISIONS

ZONE LTR DESCRIPTION PRDJ DFCR APVD DATE

- INITIAL RELEASE PER ECPOBHE6029 T. G. \/, R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

SIZE CAGE DRAW I NG ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT WT. SHEET 15

H

G

F

E

D c

I

Ul nJ

8 7

G

F

E

20 FT 8X8 ISO

D v

0 0 c

B

0 0

A

DISTRIBUTION STATEMENT A

THlS DOCUMENT JS APPROVED FDR PUBLIC RELEASEJ DlSTRlBUTlDN IS UNLIMITED.

8 7

6 5

PRIMARY LASHINGS 4 PLACES

MINIMUM POSITION AS SHD'WN -~

ON PAGE 14

16 FT 8X8 ISO

CONTAINER DR

EQUIV

CONTAINER

DR EQUIV ~

0 0

6 5

OPTIONAL SECONDARY LASHINGS

ADD AS NEEDED BASED ON STRENGTH

OF PRIMARY LASHINGS ADD

SYMMETRICALLY

2 1

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECPOBHE6029 T. G. II. R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

THIS RECOMMENDATION IS TO LASH A CONTAINER TO

THE CONCRETE BLOCK. ANY ADDITIONAL WEIGHT

NEEDED, CAN BE ADDED DIRECTLY INTO THE

CONTAINER.

THE 20-FT AND 16-FT ISO CONTAINERS ARE ONLY

DISPLAYED FOR REFERENCE PURPOSES. OTHER

CONTAINERS THAT CAN HOLD THE REQUIRED WEIGHT

MAY BE USED. A CONTAINER WITH SHORTER WALLS

IS PREFERABLE. NATICK DOES NOT HAVE KNOWLEDGE

OF THE LOCK STRENGTH ON QUAD-CON STYLE

LINKED CONTAINERS WHEN LIFTED FROM BELOW. IT

IS NOT RECOMMENDED TO USE THIS STYLE

CONTAINER.

0 0

0 0

SIZE CAGE DRAll I NG ND.

E 81337 11-1-7752

SCALE: 1/10 UNIT \IT, SHEET 16

2 1

H

G

F

E

D c

E Q z

" f-" f-" f-"

I '-.J '-.J Ul nJ f-"

8 7 6

G

F

E

D c

B

A

DISTRIBUTION STATEMENT A

THlS DOCUMENT JS APPROVED FDR PUBLIC RELEASEJ DlSTRlBUTlDN IS UNLIMITED.

8 7 6

I/

I 7.00

I

MIN

4X4 LUMBER

14 x

2 HIGH

5 4

PRIMARY LASHINGS 4X MIN.

~ POSITION AS SHO'W'N ON PAGE 14

5 4

OPTIONAL SECONDARY LASHINGS ADD

AS NEEDED BASED ON STRENGTH OF

PRIMARY LASHINGS ADD SYMMETRICALLY

LASH FIRST T'W'O BLOCKS TOGETHER

6 PLACES, APPROXIMATELY AS SHO'W'N

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECP08HE6029 T. G. \/, R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

SIZE CAGE DRAll I NG ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT. SHEET 17

H

G

F

E

D

8 7 6 5

G

F

E

4X4 LUMBER, 2 HIGH

12X

D c

B

A

DISTRIBUTION STATEMENT A

THlS DOCUMENT JS APPROVED FDR PUBLIC RELEASEJ DlSTRlBUTlDN IS UNLIMITED.

8 7 6 5

4 3

OPTIONAL SECONDARY LASHINGS

ADD AS NEEDED BASED ON STRENGTH

OF PRIMARY LASHINGS ADD SYMMETRICALLY

LASH FIRST TWO BLOCKS TOGETHER

6X, APPROXIMATELY AS SHOWN

~ PRIMARY LASHINGS 4X MINIMUM

POSITION AS SHOWN ON PAGE 1 4

4 3

REVISIONS

ZONE LTR DESCRIPTION PROJ OFCR APVD DATE

- INITIAL RELEASE PER ECPOBHE6029 w T. G. \/, R. 08-09-29

THIS DRA~ING HAS BEEN GENERATED AND

IS MAINTAINED BY A CAD SYSTEM. CHANGES

SHALL ONLY BE INCORPORATED AS

DIRECTED BY THE DESIGN ACTIVITY.

SIZE CAGE DRAll I NG ND.

E 81337 11-1-7752

SCALE: 1/8 UNIT \IT, SHEET 18

H

G

F

E

D c

CD