17R0010_TASK_ORDER_1-DWGS.PDF

NAVAL SURFACE WARFARE CENTER

PHILADELPHIA DIVISION

PHILADELPHIA, PA

FLIGHT III STRUCTURES, EQUIPMENT

FOUNDATIONS, PCM SHORE POWER

AND INSTALLATION, AND GTG TIE-IN

FL

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KEY PLAN & ISOMETRIC

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

89256D EHQ10891 A

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REDUCED SIZE PRINT

910111213141516

910111213141516

ISOMETRIC VIEW 10B

LOOKING NORTHWEST

DDG 51 FLIGHT III EQUIPMENT

POWER CONVERSION SITE

SCALE: NONE

PLAN VIEW 14A

DDG 51 FLIGHT III EQUIPMENT

POWER CONVERSION SITE

SCALE: NONE

20'

REF

20'

REF

20'

REF

FLT III POWER CONVERSION SITE

CONTROL ROOM

FLT II POWER CONVERSION SITE

TEE BLOCK SLOTTED FLOOR

FLT III

POWER CONVERSION SITE

UPPER LEVEL

NORTH

HV SHORE POWER

TRANSITION BOX

24 252322

B

OVERHEAD

CABLE TRAY SUPPORT

FLT III

POWER CONVERSION SITE

UPPER LEVEL

HV SHORE POWER

TERMINAL BOX

HV SHORE POWER

TRANSITION BOX

HV SHORE POWER

TERMINAL BOX

EQPT AND FDN ARRANGEMENT

PLAN VIEW AND ELEVATION

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 3

89256D EHQ10891 A

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REDUCED SIZE PRINT

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PLAN VIEW 19A

FLIGHT III EQUIPMENT

HV SHORE POWER PAD EQPT ARRANGEMENT

SCALE: 3/4"=1'-0"

NORTH

B

0'-0" CONCRETE FLOOR LEVEL

ELEVATION 19C

FLIGHT III EQUIPMENT

HV SHORE POWER PAD EQPT ARRANGEMENT

SCALE: 3/4"=1'-0"

NORTH

EDGE OF TEE BLOCK

SLOTTED FLOOR

EXISTING

PLAN VIEW 22A

FLIGHT III EQUIPMENT

HV SHORE POWER PAD FDN ARRANGEMENT

SCALE: 3/4"=1'-0"

NORTH

ELEVATION 22C

FLIGHT III EQUIPMENT

HV SHORE POWER PAD FDN ARRANGEMENT

SCALE: 3/4"=1'-0"

NORTH

B

OVERHEAD CABLE TRAY

SUPPORT STRUCTURE

10'-9" LEVEL

EXISTING

3'-9"

REF

1'-2

REF

1'-3"

REF

REF

1'

HV SHORE POWER

TRANSITION BOX

HV SHORE POWER

TERMINAL BOX

HV SHORE POWER

TRANSITION BOX

HV SHORE POWER

TERMINAL BOX

19 C

22 C

EDGE OF TEE BLOCK

SLOTTED FLOOR

EXISTING

TOP OF CONCRETE PAD

0'-8" LEVEL

0'-0" CONCRETE FLOOR LEVEL

TOP OF CONCRETE PAD

0'-8" LEVEL

EXISTING

BLDG COLUMN

EXISTING

BLDG COLUMN

EXISTING

BLDG COLUMN

SEE NOTE 8

GRAPHIC SCALE 3/4"=1'-0"

0 6" 2' 3' 4' 5'1'

1'-7

REF

3'-11"

ITEM 3

3"x3"x1/4" ANGLE

SEE PLAN VIEW 31C

ITEM 9, 1-5/8" x 1-5/8" CHANNEL

(5 PLACES)

(PAINT CHANNEL WELDS TO MATCH COLUMN)

ITEM 1

ITEM 3

3"x3"x1/4" ANGLE

SEE PLAN VIEW 31C

ITEM 1

C8X18.75 WIDE FLANGE

SEE PLAN VIEW 30A

ITEM 9

ITEM 2

1/4" COVER PLATE

(REMOVED

FOR CLARITY)

ITEM 2

1/4" COVER PLATE

SEE PLAN VIEW 30A

ITEMS 16 & 17,

3/4" HEX HD BOLTS AND CHANNEL NUTS

8 PLACES4X RIGID CONDUIT NIPPLES ∅4",8"L WITH (1) BONDING LOCKNUT,

(1) REGULAR LOCKNUT, AND (1) PLASTIC BUSHING AT EACH BOX CONNECTION

ITEMS 10, 11, AND 12. ASSURE ELECTRICAL CONTINUITY

OF ALL METAL BOX PARTS AND CONDUIT

FOR FUTURE GROUINDING PURPOSES. SEE NOTE 9

1/8

1/8 5X

1'

REF

1'

REF

TOP OF FDN COVER PLATETOP OF FDN COVER PLATE

EXISTING

BLDG COLUMN

SEE NOTE 8

1'-5"

1'-5"

4'-8"

6"

3'-9"

0"

10"

1'-6"

5"

TOP OF "T" BLOCK

1'-4" LEVEL

TOP OF "T" BLOCK

1'-4" LEVEL

SCALE : AS NOTED SHEET 4

89256D EHQ10891 A

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REDUCED SIZE PRINT

2526272829303132

2526272829303132

FOUNDATION ARRANGEMENT

PLAN VIEW & DETAILS

PLAN VIEW 27A

FLIGHT III EQUIPMENT

HV SHORE POWER FDN AT 0'-8" PAD LEVEL

SCALE: 1-1/2"=1'-0"

NORTH

GRAPHIC SCALE 1 1/2"=1'-0"

0 3" 6" 9" 2' 3' 4'1'

3/16

3/16

PLAN VIEW 30A

FLIGHT III EQUIPMENT

HV SHORE POWER FDN AT 1'-4" LEVEL

SCALE: 1-1/2"=1'-0"

NORTH

5'-6

REF

1" (4X)

3'-2

2'-1"

DETAIL 26C

BEAM TO BEAM ATTACHMENT (6 PLACES)

CONCRETE PAD ATTACHMENT (4 PLACES)

SCALE: 3"=1'-0"

" (4X)

ITEM 8

1/2"∅ CONCRETE ANCHOR

4 PLACES

SEE DETAIL 26C

5'-7

2'-6

ITEM 3,

3"x3"x1/4" ANGLE

HV TRANSITION BOX FDN

SEE PLAN VIEW 31C

ITEM 1

ITEM 8

ANCHOR BOLT

29 C

GRAPHIC SCALE 3"=1'-0"

0 1" 2" 3" 6" 9" 12" 18" 24"

EXISTING

LBTS BLDG COLUMN

EXISTING

LBTS BLDG COLUMN

" 2'

1'-6"

1/8 4X

ITEM 2,

1/4" PLATE

ITEM 1

C

PLAN VIEW 31C

EQUIPMENT FOUNDATION FOR HV TRANSITION BOX

SCALE: 1-1/2"=1'-0"

" (4X)1

" (4X)

8X

DRILL 4 PLACES,

ITEMS 5, 6 AND 7

ITEM 3,

3"x3"x1/4" ANGLE

(4 PLACES)

ITEM 3,

3"x3"x1/4" ANGLE

LEGS (4 PLACES)

ELEVATION 31D

SCALE: 1-1/2"=1'-0"

SIM 31

D

D

1'-6"

2'

ITEM 3

3"x3"x1/4" ANGLE

4X

1'

1'-11

DETAIL 29C

COVER PLATE ATTACHMENT

SCALE: 1-1/2"=1'-0"

1/8 2-12

1/8 2-12

ITEM 1, C8X18.75 CHANNEL

5 PLACES

5X

ITEM 2,

1/4" PLATE

4X

EXISTING

EDGE OF TEE BLOCK

SLOTTED FLOOR

EXISTING

EDGE OF TEE BLOCK

SLOTTED FLOOR

SCALE : AS NOTED SHEET 5

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REDUCED SIZE PRINT

LIST OF MATERIAL

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LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

1 18 LF C8X18.75 CHANNEL ALLOY STEEL

ASTM A992

GR 50

CUT TO SUIT

2 15 SF PLATE, 1/4" THK, 67-1/4" x 30-1/2" CARBON STEEL ASTM A36 SEE PLAN VIEW 30A, CUT TO SUIT

3 11 LF ANGLE, 3 x 3 x 1/4" CARBON STEEL ASTM A36 CUT TO SUIT

5 4 BOLT, HEX HD, 1/2-13UNC-2A, L = 1.25" ALLOY STEEL ASTM A325

6 4 NUT, HEX, 1/2-13UNC-2B ALLOY STEEL ASTM A563

7 4 WASHER, 1/2 ALLOY STEEL COMMERCIAL

8 4

WEDGE EXPANSION ANCHOR FOR CONCRETE,

1/2-13UNC-2A, 5" LONG w/HEX NUT AND WASHER, 3-5/8" IMBEDMENT, 5590LB MIN TENSILE STRENGTH

AND 12450 MIN SHEAR STRENGTH IN 4000 PSI

CONCRETE

ALLOY STEEL COMMERCIAL

9 1 CHANNEL, 1-5/8"x 1-5/8" x 12 GA, 10 LF

PRE GALVANIZED

STEEL

COMMERCIAL

10 8 LOCKNUT, 4", UL LISTED

ZINC PLATED

MALLEABLE IRON

COMMERCIAL

11 8 BONDING LOCKNUT, 4", UL LISTED

ZINC PLATED

MALLEABLE IRON

COMMERCIAL

12 8 BUSHING, 4" 105° C, UL LISTED PLASTIC COMMERCIAL

13 4 RIGID CONDUIT NIPPLE, ∅4", 8" LONG GALVANIZED STEEL COMMERCIAL

14 1 SHORE POWER TERMINAL BOX VARIOUS COMMERCIAL

US PIONEER, INC., P/N 12474-103.

US PIONEER CONTACT IS JOSH BRYAN.

SEE NOTE 9. SOLE SOURCE PROCUREMENT.

MUST BE EXACTLY LIKE SHIP.

DO NOT SUBSTITUTE

15 1

ENCLOSURE, 60"H x 24"W x 18"D DEEP, NEMA 12, FREE STANDING, SINGLE ACCESS WITH

HINGED SINGLE DOOR ON 24" WIDE FRONT

WITH LOCKABLE HANDLE, ANSI 61 PAINTED GRAY,

WELDED SEAMS, 12 GAUGE

CARBON STEEL COMMERCIAL

GOVERNMENT FURNISHED MATERIAL

FROM REMOVAL OF COMPACT POWER

SEE NOTE 10

16 8

CHANNEL NUT, 3/4-10UNC-2B, FOR USE WITH

1-5/8"x1-5/8" STEEL CHANNEL, ASTM A108

ALLOY STEEL COMMERCIAL

17 8 BOLT, HEX HD, 3/4-10UNC-2A, 1.5" L ALLOY STEEL COMMERCIAL USE WITH ITEM 16

A

A

A

A

A

A

A

A

A

SCALE : AS NOTED SHEET 2

89256D B

D

C

B

A

D

C

B

A

NORTH

PLAN VIEW 15A

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/16"=1'-0"

GRAPHIC SCALE 1/8"=1'-0"

0 2' 5' 10' 15' 20' 30'

910111213141516

910111213141516

REDUCED SIZE PRINT

SWBD PLATFORM ARRANGEMENT

PLAN VIEW & ISOMETRIC

EHQ10861

151413

ISOMETRIC VIEW 11B

DDG 51 LBES FLIGHT III SWBD PLATF

LOOKING NORTHWEST

SCALE: NTS

FOR GRATING SEE SHEET 4

FOR HANDRAILS SEE SHEET 5

FOR FRAMING SEE SHEET 4

FOR SUPPORT COLUMN

SEE SHEET 3

FOR INCLINED LADDERS

SEE SHEET 9

PLAN VIEW 19A, SHEET 3; 0'-0" COLUMN ARRANGEMENT

PLAN VIEW 27A, SHEET 4; 12'-6" LEVEL ARRANGEMENT

D D

B

B

TEMPORARY HANDRAIL. TO BE REMOVED FOR FUTURE

STAIR ACCESS TO SST XFMR PLATFORM

B

SCALE : AS NOTED SHEET 3

89256D EHQ10861 B

D

C

B

A

D

C

B

ANORTHPLAN VIEW 19A

DDG 51 LBES FLIGHT III SWBD PLATF FLOOR LEVEL

SCALE: 1/4"=1'-0"

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COLUMN ARRANGEMENT

REDUCED SIZE PRINT

D

5 4

A

B

C

D

E

20'-0" 20'-0"

5'-9"

12'-3"

17'-6"

D

A

B

C

D

E

10'-2" 24'-9"

ITEM 1, W10X49 COLUMN

ITEM 4, 3/4" BASE PLATE

11 PLACES

SEE DETAIL 22A

1'-6"

1'-6"

9"

9"

ITEM 1

(4X)

(4X)

3/4" ANCHOR BOLT

ITEM 14 & 15

DETAIL 22A

COLUMN / BASE PLATE AND CONCRETE ANCHOR

SCALE: 1 1/2"=1'-0"

ITEM 1

EXISTING

CONCRETE FLOOR SLAB

ITEM 4

1/4

ITEM 14 &15

GRAPHIC SCALE 1/4"=1'-0"

3/4"

NOM GROUT

MINIMUM

GRAPHIC SCALE 1 1/2"=1'-0"

ITEM 4

3/4" PLATE

EXISTING EPSW PLATFORM

BASE PLATES

REF 3

18'-4"

BA

20'-0"

12'-4"

TO EDGE OF PAD

EDGE OF PAD

47'-5

1'

REF

EDGE OF PAD

EXPANSION JOINT

REF 4

EDGE OF EXISTING DUCT BANK

15'-8"

15'-8"

12'-4

B

89256D EHQ10861 B

D

C

B

A

D

C

B

A

2526272829303132

2526272829303132

PLAN VIEWS

REDUCED SIZE PRINT

NORTHPLAN VIEW 27A

DDG 51 LBES FLIGHT III SWBD PLATF

12'-6" LEVEL ARRANGEMENT

SCALE: 1/4"=1'-0"

151413

D

5 4

20'-0" 20'-0"

5'-9"

12'-3"

17'-6"

15'-8"

15'-8"

D

10'-2" 24'-9"

GRAPHIC SCALE 1/4"=1'-0"

W14X68

W14X68

W14X68

W14X68

W X

W

X

W X

W X

W X

W

X

W

X

W

X

W X

W X

W X

W X

W X

W X

W X

W X

W

X

W

X

W10X22

W8X31

W8X31

1'-8"

5'-2"1'-6"

A43

C43

CSIM 43

A46

C46

NORTH

PLAN VIEW 30A

DDG 51 LBES FLIGHT III SWBD PLATF

GRATING ARRANGEMENT

SCALE: 1/4"=1'-0"

151413

D

5 4

A

B

D

E

20'-0" 20'-0"

D

A

B

D

E

ITEM 12

BAR GRATING

SEE DETAIL 29D

18'-5"6'-1"

3'

2'-7

DETAIL 29D

TYPICAL GRATING HOLDDOWN

(4 REQD PER PANEL)

SCALE: NONE

SADDLE CLIP W/FASTENER

(ITEM 13). SEE NOTE 13

BAR GRATING (ITEM 12)

T.O. PLATF STEEL

PLATF BEAM

6'-2 " 6'-2

" 6'-2

W14X68

39'-2

A

C

62'-9"

E

DETAIL 61A

(8 PLACES)

DETAIL 63A

(21 PLACES)

DETAIL 62A

(3 PLACES)

COPE AROUND COLUMN

COPE AROUND COLUMN

A

B

C

D

E

A

B

C

D

EPSW PLATF

REF 3

BABA

C C

3'-11

3'-1

W8X31

W8X31

DETAIL 63C

(2 PLACES)

DETAIL 63C

20 SPACES

@ 3'-0" = 60'-0"

23'-4" LEVEL STAIRS

SEE PLAN VIEW 67A

COPE AROUND

LADDER BASE

DETAIL 61B

(8 PLACES)

B B

89256D EHQ10861 B

D

C

B

A

D

C

B

A

PLAN VIEW AND DETAILS

3334353637383940

3334353637383940

REDUCED SIZE PRINT

2X REMOVABLE HANDRAIL

STANCHION SOCKET

SEE DETAIL 39B

2X 1/4" PLATE (ITEM 11), 1 7/8"

DIA TYP TOP OF ALL STAN.

DETAIL 37B

TYPICAL REMOVABLE HANDRAIL CONSTRUCTION, SINGLE

SEE PLAN VIEWS 34A FOR DIMENSIONS

SCALE: NONE

(34A)

3X 1/4" PLATE (ITEM 11), 1 7/8"

DIA TYP TOP OF ALL STAN.

DETAIL 37A

TYPICAL REMOVABLE HANDRAIL CONSTRUCTION, DOUBLE

SEE PLAN VIEWS 34A FOR DIMENSIONS

SCALE: NONE

(34A)

DRILL 5/8" DIA HOLE THRU

PIPE SLEEVE & HANDRAIL FOR

(1/2" BOLT, NUT)

(ITEMS 21 & 22)

PLATF BEAM

1/8

DRILL 5/8" DIA HOLE THRU

PIPE SLEEVE, WELD 1/2" NUT

(ITEM 21), FOR SET SCREW (ITEM 23)

151413

D

5 4

20'-0" 20'-0"

D 7'-11"

5'-9

4'-6"

9" 2'-3

4" 4'

8'

4"

4"

6'-4

3'-2

4"

7'-11"

3'-11" 4"

4'-1

8'

4'

8'

4'

7'-11

4'

8'

4'

8'

4'

8'

4'

4"

4" 4"

DOUBLE HANDRAIL CONSTRUCTION

DETAIL 37A

NORTH

PLAN VIEW 34A

DDG 51 LBES FLIGHT III SWBD PLATF

HANDRAIL ARRANGEMENT

SCALE: 1/4"=1'-0"

SINGLE HANDRAIL CONSTRUCTION

DETAIL 37B

DETAIL 37C

HANDRAIL IN WAY OF COLUMN

SEE PLAN VIEWS 34A FOR DIMENSIONS

(FOR INFO NOT SHOWN SEE DETAIL 37A OR 37B)

SCALE: NONE

(34A)

ITEM 1, W10X49

ITEM 4, 3/4" PLATE

SIM TO DETAIL 63D

ITEM 2, W14X68

B

C

D

E

B

C

D

E

1 1/2" SCH 80 PIPE

HANDRAIL STANCHION

(ITEM 19)

2" PIPE STANCHION SOCKET

(ITEM 9)

6" 3"

FB 4X 1/4" KICK PLATE

(ITEM 10)

DETAIL 39B

REMOVABLE HANDRAIL STANCHION SOCKET

SCALE: NONE

(37A, 37B)

(2X) 1 1/2" SCH 80 PIPE

HANDRAIL STANCHION

(ITEM 19)

1/8 1/8

(4X) ALL HANDRAIL

TO BE CRIMPED AT ENDS

42 1/4"

21 1/4"

1 1/2" PIPE

HANDRAIL

(ITEM 8)

FB 4X 1/4" KICK PLATE

(ITEM 10)

1 1/2" TYP

3X REMOVABLE HANDRAIL

STANCHION SOCKET

SEE DETAIL 39B

(3X) 1 1/2" SCH 80 PIPE

HANDRAIL STANCHION

(ITEM 19)

(8X) ALL HANDRAIL

TO BE CRIMPED AT ENDS

1 1/2" SCH 40

PIPE HANDRAIL

(ITEM 8)

2"

42 1/4"

21 1/4"

FB 4X 1/4" KICK PLATE

(ITEM 10)

1 1/2" TYP

2"

1 1/2" PIPE HANDRAIL

(ITEM 8)

FB 4X 1/4" KICK PLATE

(ITEM 10)

3X8X 1/8 1/8

1/8

BA

A A

4'

1'-6"

1'-2

ITEM 4, 3/4" CAP PLATE

FOR STRUCTURAL ITEMS

SEE DETAIL 62D AND 63D

4"

4"

4"

4"

4"

2'-9

3'-2

7'-11" 8'-5"

4"

3'-11"

4' 3'-2

8'

4"

2'-4"

4'-6"

EXISTING

EPSW HANDRAIL

4"

4" 4'

4" 3'-2"

TEMPORARY HANDRAIL TO BE

REMOVED AFTER XFMR PLATFORM

AND LADDER INSTALLATION

(REF 5). SEE DET 39A

7'-10

4"

5'-6

4"

B

B

B

B1 1/2"

B

B

B

B B

3X 1/4" PLATE (ITEM 11), 1 7/8"

DIA TYP TOP OF ALL STAN.

DETAIL 39A

TEMPORARY HANDRAIL CONSTRUCTION, SINGLE

SEE PLAN VIEWS 34A FOR DIMENSIONS

SCALE: NONE

(34A)

3X REMOVABLE HANDRAIL

STANCHION SOCKET

SEE DETAIL 39B

(3X) 1 1/2" SCH 80 PIPE

HANDRAIL STANCHION

(ITEM 19)

(8X) ALL HANDRAIL

TO BE CRIMPED AT ENDS

1 1/2" SCH 40

PIPE HANDRAIL

(ITEM 8)

21 1/4"

FB 4X 1/4" KICK PLATE

(ITEM 10)

1 1/2" TYP

2"

3X

8X 1/8

1/8

1/8

SCALE : AS NOTED SHEET 6

89256D EHQ10861 B

D

C

B

A

D

C

B

A

SECTIONS

REDUCED SIZE PRINT

NORTHSECTION 46A

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/8"=1'-0"

(27A)

NORTHSECTION 46C

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/8"=1'-0"

(27A)

4142434445464748

4142434445464748

NORTHSECTION 43A

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/8"=1'-0"

(27A)

NORTHSECTION 43C

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/8"=1'-0"

(27A)

12'-6" LEVEL

12'-6" LEVEL

0'-0" LEVEL

12'-6" LEVEL

0'-0" LEVEL

12'-6" LEVEL

0'-0" LEVEL

ITEM 2, W14X68

6'-1

45.0°

ITEM 1, W10X49ITEM 1, W10X49

16'-6"

ITEM 3

W8X31

6'-1

ITEM 3, W8X31

45.0°

ITEM 2, W14X68

ITEM 1, W10X49

ITEM 1, W10X49

ITEM 1, W10X49

6'-1

EXISTING EPSW

PLATFORM COLUMN

REF 3

6'-1

45.0°

ITEM 3, W8X31

ITEM 3, W8X31

45.0°

ITEM 2, W14X68

ITEM 2, W14X68

ITEM 2,

W14X68

ITEM 2, W14X68

ITEM 2, W14X68ITEM 2, W14X68

ITEM 3, W8X31

(3X)

EXISTING EPSW

PLATFORM COLUMN

REF 3

NEAR FLANGE REMOVED

FOR CLARITY

ITEM 3, W8X31

(3X)

ITEM 3, W8X31

(4X)

GRAPHIC SCALE 3/8"=1'-0"

ITEM 24, 3/4" PLATE

SIM DETAIL 63D

ITEM 24, 3/4" PLATE

SIM DETAIL 63D

BEAM BRACE

DETAIL 62B

(4 PLACES)

BEAM BRACE

DETAIL 63B

(4 PLACES)

ITEM 2, W14X68

ITEM 2, W14X68

0'-0" LEVEL

16'-6"

ITEM 4, 3/4" BASE PLATE

SEE DETAIL 22A

ITEM 1, W10X49

ITEM 1, W10X49

SEE DETAIL 63D

TYPICAL COLUMN

DECK BEAM CONNECTION

WITH EXTENSION

SEE DETAIL 62D

TYPICAL COLUMN

DECK BEAM CONNECTION

REMOVABLE HANDRAIL

SEE SHEET 5

ITEM 1, W10X49

ITEM 1, W10X49 ITEM 1, W10X49

SEE DETAIL 90D

SEE DETAIL 90D

B

SCALE : AS NOTED SHEET 7

89256D EHQ10861 B

D

C

B

A

D

C

B

A

ELEVATIONS

REDUCED SIZE PRINT

ELEVATION 52A

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/8"=1'-0"

(27A)

4950515253545556

4950515253545556

ELEVATION 52C

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/8"=1'-0"

(27A)

GRAPHIC SCALE 3/8"=1'-0"

12'-6" LEVEL

0'-0" LEVEL

16'-6"

ITEM 1, W10X49 ITEM 1, W10X49 ITEM 1, W10X49

12'-6" LEVEL

0'-0" LEVEL

ITEM 1, W10X49ITEM 1, W10X49ITEM 1, W10X49ITEM 1, W10X49ITEM 1, W10X49

EXISTING EPSW

PLATFORM COLUMN

REF 3

ITEM 2, W14X68

ITEM 24, 3/4" PLATE

SIM TO DETAIL 63D

ITEM 2, W14X68

ITEM 2, W14X68

ITEM 2, W14X68ITEM 2

W14X68

ITEM 2, W14X68

ITEM 3, W8X31 ITEM 3, W8X31

ITEM 6, W10X22

ITEM 3, W8X31

ITEM 24, 3/4" PLATE

SIM TO DETAIL 63D

0'-0" LEVEL

ITEM 4, 3/4" BASE PLATE

SEE DETAIL 22A

ITEM 4, 3/4" BASE PLATE

SEE DETAIL 22A

SEE DETAIL 62D

TYPICAL COLUMN

DECK BEAM CONNECTION

SEE DETAIL 63D

TYPICAL DECK BEAM CONNECTION

WITH EXTENSION

(FAR SIDE)

REMOVABLE HANDRAIL

SEE SHEET 5

REMOVABLE HANDRAIL

SEE SHEET 5

B SEE DETAIL 39A

SCALE : AS NOTED SHEET 8

89256D EHQ10861 B

D

C

B

A

D

C

B

A

DETAILS

REDUCED SIZE PRINT

5758596061626364

5758596061626364

ITEM 2,

W14x68

ITEM 2, W14x68

T.O. PLATF

DETAIL 61A

BEAM CONNECTION DETAIL

SCALE: NONE

(27A)

3/4" SNIPE

COPE TO FIT

2X

DETAIL 62A

BEAM CONNECTION DETAIL

LOOKING WEST

SCALE: NONE

(27A)

ITEM 6, W10x22

ITEM 3, W8x31

T.O. PLATF

3/4" SNIPE

COPE TO FIT

ITEM 2, W14x68

OR EXISTING W14X68

REF 3

ITEM 3, W8x31

ITEM 6, W10X22

T.O. PLATF

DETAIL 63A

BEAM CONNECTION DETAIL

SCALE: NONE

(27A)

3/4" SNIPE

COPE TO FIT

ITEM 3, W8x31

ITEM 3, W8x31

T.O. PLATF

DETAIL 61B

BEAM CONNECTION DETAIL

SCALE: NONE

(27A)

2X 3/4" SNIPE

COPE TO FITT.O. PLATF

ITEM 2, W14x68

ITEM 3, W8x31

DETAIL 63B

BEAM BRACING CONNECTION DETAIL

SCALE: NONE

ITEM 3, W8x31

45.0°

ITEM 1, W10x49

DETAIL 62B

BEAM BRACING CONNECTION DETAIL

SCALE: NONE

DETAIL 62D

TYPICAL COLUMN DECK BEAM CONNECTION

(5 REQUIRED)

SCALE: 1 1/2"=1'-0"

(52A)

DETAIL 63C

BEAM CONNECTION TO EXISTING COLUMN

SCALE: NONE

NOTCH FLANGE ITEM 2

IN WAY OF EXISTING COLUMNITEM 2, W14x68

ITEM 2EXISTING EPSW

PLATFORM COLUMN

REF 3 C OF EPSW

PLATF COLUMN

L

3/16

ITEM 4, 3/4" CAP PLATE

11" x 11"

T.O. PLATF

ITEM 2

W14x68, W14x68, ITEM 2

ITEM 1, W10x49

ITEM 16, 3/8" PLATE

(2 PLACES EACH COLUMN)

SEE DETAIL 61D

DETAIL 63D

TYPICAL COLUMN DECK BEAM CONNECTION

WITH EXTENSION

(3 REQUIRED)

SCALE: 1 1/2"=1'-0"

(52C)

3/16

3/16

ITEM 4 3/4" CAP PLATE

11" x 11"

2X

T.O. PLATF

W14x68, ITEM 2

10"

5"

ITEM 16

3/8" PLATE

(2 PLACES EACH COLUMN)

SEE DETAIL 61D

ITEM 1, W10x49

EXTENSION

W14x68, ITEM 2

FAR SIDE

ITEM 4 3/4" CAP PLATE

11" x 11"

W14x68, ITEM 2

FAR SIDE

3/16 2X

ITEM 16,

3/8" PLATE

SIZE TO FIT

DETAIL 61D

TYPICAL DECK BEAM CHOCK

SEE DETAIL 61A FOR 14x68 CONNECTION

SCALE: 1 1/2"=1'-0"

(62D, 63D)

(2X) 1" X 1' SNIPE

3/16

3/16 3/16

3/16 3/16

3/16 3/16

3/16

3/16

3/16

3/16

3/16

3/16

3/16

3/16

3/16

3/16

10"

5"

GRAPHIC SCALE 1/2"=1'-0"

GRAPHIC SCALE 1 1/2"=1'-0"

GRAPHIC SCALE 3"=1'-0"

3/16

B

B

B B

SHEET 9

D

D

C

B

A

D

C

B

A

EHQ10861 BREDUCED SIZE PRINT

SCALE : AS NOTED

89256

LADDER DETAILS

6566676869707172

6566676869707172

NORTH

PLAN VIEW 67A

DDG 51 LBES FLIGHT III SWBD PLATF

STAIR ARRANGEMENT

SCALE: 1/4"=1'-0"

A71

EPSW PLATF

23'-4" LEVEL

REF 3

12'-6" LEVEL

23'-4" LEVEL

LADDER TREAD RISE

16 SPACES

@ 7 " = 9'-8"

TOP LADDER ATTACHMENT

SEE DETAIL 66D

ITEM 8, 1-1/4" SCH 40

PIPE HANDRAIL

ITEM 17, C10X15.3

LADDER STRINGER

BOTTOM LADDER ATTACHMENT

SEE DETAIL 68D

14'-1

OVERALL LENGTH

EQUAL

12'-6" LEVEL

B

5'-6

3'

1'-6"

ITEM 17, C10X15.3

LADDER STRINGER

2 PLACES

NORTH

SECTION 71A

DDG 51 LBES FLIGHT III SWBD PLATF

STAIR ARRANGEMENT

SCALE: 1/4"=1'-0"

9'-3

1/8 6X

ITEM 18, STAIR TREAD

17 PLACES

C STAIRL

ITEM 18, STAIR TREAD

17 PLACES

DETAIL 66D

TOP LADDER ATTACHMENT

(2 PLACES)

SCALE: 3"=1'-0"

(59C)

DRILL 9/16"∅ HOLE

FOR 1/2"∅ BOLT

ITEM 20 AND 21

ITEM 17, C10X15.3

LADDER STRINGER

ITEM 18

BOLTED STAIR TREAD

EPSW PLATF

23'-4" LEVEL

REF 3

5"

DRILL STRINGER FOR ∅3/8" BOLTS

ITEMS 24 AND 25

AS PER MFG SPECIFICATION

3/16

3/16

ITEM 16

3/8" PLATE

6"

" 3"

2"

DRILL 9/16"∅ HOLE FOR

1/2"∅ BOLT & NUT

ITEM 20 AND 21

ITEM 17, C10X15.3

LADDER STRINGER

W8X31

SEE PLAN VIEW 27A

3/16

DETAIL 68D

BOTTOM LADDER ATTACHMENT

(2 PLACES)

SCALE: 3"=1'-0"

(59C)

W8X31

SEE PLAN VIEW 27A

1'-6"

1'-0"

3'-6 1/4"

GRAPHIC SCALE 1/4"=1'-0"

GRAPHIC SCALE 3"=1'-0"

3"

ITEM 16

3/8" PLATE

1"

5X ITEM 19, 1-1/2" SCH 80

PIPE GUARDRAIL POST

EQUAL

EQUAL

EQUAL

3'-6" 3'-0"

1'-9"

DETAIL 71D

TYPICAL HANDRAIL CLIP

SCALE: NONE

(71A)

ITEM 19, 1 1/2" SCH80 PIPE

GUARD RAIL

ITEM 8, 1 1/4" SCH40 PIPE

HAND RAIL

ITEM 5,

1-1/2"x 1/4" FLAT BAR

ITEM 19

3/16

ITEM 5

MIN

ITEM 8

10X SEE DET 71D

1'-6"

1'-0"

50°

ITEM 7, 1-1/4" SCH 40

PIPE GUARDRAIL

SHEET 10

D

D

C

B

A

D

C

B

A

EHQ10861 BREDUCED SIZE PRINT

SCALE : AS NOTED

89256

REMOVALS

NORTH

PLAN VIEW 75A

DDG 51 LBES FLIGHT III SWBD PLATF

12'-6" LEVEL

SCALE: 1/4"=1'-0"

D

20'-0"

D

A86

A

B

EPSW PLATF

REF 3

BA

NORTH

PLAN VIEW 78A

DDG 51 LBES FLIGHT III SWBD PLATF

23'-4" LEVEL

SCALE: 1/4"=1'-0"

D

20'-0"

D

A86

A

EPSW PLATF

REF 3

A

7374757677787980

7374757677787980

REMOVE HANDRAIL

REMOVE HANDRAIL

REMOVE VERTICAL LADDER

AND CAGE

REMOVE LADDER PLATFORM

REMOVE VERTICAL LADDERREMOVE VERTICAL LADDER

AND CAGE

REMOVE HANDRAIL

REMOVE SAFETY CHAIN

GRAPHIC SCALE 1/4"=1'-0"

REPLACE GRATING AFTER

SAFETY CHAIN AND HANDRAIL

HAVE BEEN REMOVED

SHEET 11

D

D

C

B

A

D

C

B

A

EHQ10861 BREDUCED SIZE PRINT

SCALE : AS NOTED

89256

REMOVALS

ELEVATION 83A

DDG 51 LBES FLIGHT III SWBD PLATF

SCALE: 3/8"=1'-0"

(75A, 78A)

NORTH

SECTION 86A

DDG 51 FLT III SWBD PLATF

SCALE: 3/8"=1'-0"

(75A,78A)

12'-6" LEVEL

0'-0" LEVEL

23'-4" LEVEL

12'-6" LEVEL

0'-0" LEVEL

23'-4" LEVEL

8182838485868788

8182838485868788

GRAPHIC SCALE 3/8"=1'-0"

REMOVE VERTICAL LADDER

AND CAGE

REMOVE HANDRAIL

AND COAMING

REMOVE VERTICAL LADDER

AND CAGE

REMOVE HANDRAIL

AND COAMING

REMOVE SAFETY CHAIN

REMOVE VERTICAL LADDER

AND CAGE

REMOVE VERTICAL LADDER SUPPORTS

REMOVE HANDRAIL

SUPPORT

REMOVE HANDRAIL

AND COAMING

REMOVE VERTICAL LADDER SUPPORTS

REMOVE LADDER PLATFORM

REMOVE VERTICAL LADDER

AND CAGE

REMOVE VERTICAL LADDER SUPPORTS

REMOVE VERTICAL LADDER SUPPORTS

REMOVE HANDRAIL, COAMING

AND SAFETY CHAIN

SHEET 12

D

D

C

B

A

D

C

B

A

EHQ10861 BREDUCED SIZE PRINT

SCALE : AS NOTED

89256

DETAIL AND LIST OF MATERIAL

LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

LF

W10x49 BEAM ALLOY STEEL

ASTM A992

GRADE 50

CUT TO SUIT

LF

W14x68 BEAM ALLOY STEEL

ASTM A992

GRADE 50

CUT TO SUIT

LF

W8x31 BEAM ALLOY STEEL

ASTM A992

GRADE 50

CUT TO SUIT

SF

3/4" THK PLATE CARBON STEEL ASTM A36 CUT TO SUIT COLUMN BASE & CAP PLATE

5 8 FLATBAR, 1-1/2" x 1/4" x 5" LG CARBON STEEL ASTM A36 USE AS HANDRAIL CLIP

LF

W10x22 BEAM ALLOY STEEL

ASTM A992

GRADE 50

LF

PIPE, 1-1/2" SCH 40 WLD CARBON STEEL

ASTM A53

GRADE A

USE AS LADDER GUARDRAIL & PLATFORM

HANDRAIL

LF

PIPE, 1-1/4" SCH 40 WLD CARBON STEEL

ASTM A53

GRADE A

USE AS LADDER HANDRAIL

LF

PIPE, 2" SCH 40 WLD, LENGTH 6" CARBON STEEL

ASTM A53

GRADE A

USE AS HANDRAIL SOCKET

LF

FLATBAR, 4" x 1/4" CARBON STEEL ASTM A36 KICK PLATE, CUT TO SUIT

SF

1/4" THK PLATE CARBON STEEL ASTM A36 USE AS PIPE CAP

PNLS

WELDED BAR GRATING, SMOOTH,

1 1/4" x 1/4" BEARING BAR, SPACED 1-3/16" OC, 4" CROSS BARS, WITH A DEFLECTION OF LESS THEN

0.600" WITH A UNIFORM LOAD OF 244 PSF ON A SPAN

OF 6'-0", PAINTED BLACK, 3'-0" PANELS, 20' L

CARBON STEEL ASTM A569

AS

REQD

SADDLE CLIP FOR BAR GRATING (ITEM 13) W/SELF

DRILLING FASTENER

CARBON STEEL COMMERCIAL

14 44

WEDGE EXPANSION ANCHOR BOLT, HEX HD,

3/4-10UNC-2A, 8" LONG, w/ HEX NUT, MINIMUM DESIGN STRENGTH OF 7,165 LB (TENSION) AND

15,430 LB (SHEAR) CAPABILITY IN 4000 PSI CONCRETE

w/ 4 1/4" EMBEDMENT

ALLOY STEEL COMMERCIAL

15 44 3/4" WASHER, FLAT, TYPE B, 2" OD ALLOY STEEL COMMERCIAL

SF

3/8" THK PLATE CARBON STEEL ASTM A36 LADDER CLIPS & STIFFENER PLATES

LF

C10X15.3 CHANNEL ALLOY STEEL ASTM A36

18 17

BOLTED STAIR TREAD W/ DIAMOND PLATE NOSE,

SERRATED, WELDED RECTANGULAR STEEL 1 -1/4"x1/4"

BEARING BARS, PAINTED BLACK, 36" WIDE x 9 3/4"

DEEP

CARBON STEEL COMMERCIAL

LF

PIPE, 1-1/2" SCH 80 WLD CARBON STEEL

ASTM A53

GRADE B

USE AS LADDER GUARDRAIL & PLATFORM

HANDRAIL STANCHIONS

20 8 BOLT, HX HD, 1/2"-13UN-2A X 2" LONG ALLOY STEEL ASTM A563

21 128 NUT, HX HD, 1/2"- 13UNC-2B ALLOY STEEL ASTM A325

22 60 BOLT, HX HD, 1/2"-13UN-2A X 2-3/4" LONG ALLOY STEEL ASTM A325

23 60 BOLT, HX HD, 1/2"-13UN-2A X 1-1/2" LONG ALLOY STEEL ASTM A325 REMOVABLE HANDRAIL SET SCREW

24 68 BOLT, HX HD, 3/8"-16UN-2A X 1" LONG ALLOY STEEL ASTM A325 STAIR TREAD BOLTS

25 68 NUT, HX HD, 3/8"- 16UNC-2B ALLOY STEEL ASTM A563 USE WITH STAIR TREAD BOLTS

8990919293949596

8990919293949596

ITEM 2, W14X68

ITEM 3, W8X31

ITEM 1, W10X49

ITEM 2, W14X68

ITEM 1, W10X49

DETAIL 90D

COLUMN PLATFORM CONNECTION

NEAR AND FAR

FOR INFO NOT SHOWN SEE DETAIL 62D, 63D AND 63A

SCALE: 1-1/2"=1'-0"

ITEM 3, W8X31

12'-6" LEVEL 12'-6" LEVEL

10"

3/4" CHAMFER

TYP

ITEM 4,

11"x 11"x 3/4" PLATE

ITEM 16,

3/8" PLATE

2 PLACES

ITEM 16, 3/8" PLATE

COPE AROUND ITEM 3

4 PLACES

ITEM 16,

3/8" PLATE

2 PLACES

ITEM 4,

11"x 11"x 3/4" PLATE

ITEM 16,

3/8" PLATE

4 PLACES

" 5

10"

1'-0

3/16

3/16 4X

2X

2X

3/16

3/16 2X

B

B

B

B

B

B

B

B

B

B

B

B

B

B

REFERENCES

No. TITLE DRAWING No.

1 IFTP LBTS, BUILDING 77H 1.5MW 4160VAC-1000VDC

COMPACT PWR PHASE III INSTALLATION EHQ10767

THIS IS A CAD MAINTAINED DRAWING DEVELOPED

IN AUTOCAD R2013 SOFTWARE. CHANGES SHALL BE

INCORPORATED BY THE DESIGN AUTHORITY

UNDER 12" ±1/8"

12" TO 6'-0" ±1/4"

OVER 6'-0" ±1/2"

DISTRIBUTION STATEMENT D

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT

OF DEFENSE AND U.S. DoD CONTRACTORS ONLY;

CRITICAL TECHNOLOGY, 2/23/2011. OTHER U.S.

REQUESTS SHALL BE REFERRED TO COMMANDER,

NAVAL SEA SYSTEMS COMMAND.

PLAN VIEW 3A

BUILDING 77H KEY PLAN

SCALE: NONE

REVISION STATUS

REV SH DESCRIPTION

B 1 TITLE SHEET, BUILDING KEY PLAN, REFERENCES, NOTES

B 2 PLAN VIEW & ISOMETRIC, PHASE 3

B 3 IFTP FLT III EQPT REMOVAL ARRANGEMENT PAD LEVEL,

PHASE 3

B 4 IFTP FLT III EQPT REMOVAL ARRANGEMENT 13'-6" LEVEL,

PHASE 3

B 5 IFTP FLT III 1000VDC ONE LINE RECONFIGURATION,

PHASE 3

B 6 IFTP FLT III 800VDC & 450VAC

ONE LINE RECONFIGURATION, PHASE 3

B 7 IFTP FLT III PHASE 3 COMPACT POWER REMOVAL

BLOCK DIAGRAM

B 8 IFTP FLT III PHASE 3 COMPACT POWER REMOVAL

ARRANGEMENT

B 9 IFTP FLT III CABLE REWORK & REMOVAL ARRANGEMENT,

PHASE 3

B 10 IFTP FLT III PHASE 3 COMPACT POWER AREA

FOUNDATION REMOVAL

B 11 IFTP FLT III EQUIPMENT / TRAY ARRANGEMENT AFTER

PHASE 3

B 12 IFTP FLT III LIST OF MATERIALS, PP2 ONE LINE

RECONFIGURATION

IFTP LBTS, BUILDING 77H

IFTP RECONFIGURATION FOR

FLT III, PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 1 OF 12

89256D EHQ10886 B

CONTRACT No.

N00178-04-D-4089

OFFICAL SIGNATURE DATE

PREPARED R.S. Fox 1/5/16

CHECKED R. Chranowski 1/5/16

QA N/A -

PROJ MGR M. Lamberto 1/5/16

APPROVED NSWCPD

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

DIMENSIONS IN FEET & INCHES

DECIMAL DIMENSIONS IN INCHES

TOLERANCE ON ANGLES ±.50°

1 PL ±.2, 2 PL ±.06, 3 PL ±.005

INTERPRET DIMENSIONS AND TOLERANCES

PER ASME Y14.5 - 2009

REVISION HISTORY

DESCRIPTIONREVZONE DATE APPROVED

D

C

B

A

D

C

B

A

12345678

12345678

AC

AD

F

IL

E

NA

ME

: A

CA

D

EH

P0 1/

AC

AD

N

SW

CC

D-

SS

ES

/I

FT

P

LB

TS

/E

HQ

6.

DW

G

NORTH

REDUCED SIZE PRINT

2 DDG 1000 IPS LBTS, BUILDING 77H

LOW VOLTAGE ELECTRICAL ONE LINE DIAGRAM 8328894

IFTP TEST SITE

SEE PLAN VIEW 14A

3 IFTP TEST SITE ONE LINE DIAGRAM 7261555

4 IFTP RECONFIGURATION FOR FLT III, PHASE 1 EHQ10764

NOTES:

1. DEVIATIONS FROM THIS DRAWING ARE NOT PERMITTED WITHOUT APPROVAL

FROM THE NSWCPD CONSTRUCTION MANAGER (CODE 212).

2. SEE REFERENCE 2 AND 3 FOR ANY ADDITIONAL IFTP EQUIPMENT INFORMATION

REQUIRED THAT IS NOT FOUND IN THIS DRAWING.

3. VERIFY ALL CIRCUITS ARE TAGGED OUT PRIOR TO EQUIPMENT AND CABLE

REMOVAL.

4. ANY EQUIPMENT WHICH HAS CABLE REMOVED AND EQUIPMENT REMAINS

INSTALLED SHALL HAVE CABLE OPENINGS CLOSED WITH PLUGS OR SHEET

METAL COVERS. IT IS PREFERABLE TO USE STUFFING TUBE PLUGS

(ITEMS 5-6) WHERE POSSIBLE.

5. FOLLOW THE LATEST VERSION OF THE NATIONAL ELECTRICAL CODE (NEC) FOR

ANY INSTALLATION DETAILS NOT COVERED WITHIN THIS DRAWING.

6. FOR DC CIRCUITS, 2 CONDUCTORS ARE TO BE CONNECTED IN PARALLEL FOR THE

POSITIVE CONNECTION AND 2 CONDUCTORS ARE TO BE CONNECTED IN PARALLEL

FOR THE NEGATIVE CONNECTION:

PHYSICALLY OPPOSING CONDUCTORS SHALL BE UTILIZED FOR POSITIVE AND

ALSO NEGATIVE CIRCUITS AS SHOWN IN SKETCH. WHITE AND GREEN

CONDUCTORS SHALL BE ENTIRELY SLEEVED TO BREAKOUT BOOT WITH WHITE

SHRINK TUBE (ITEM 4) IN DCJB1 FOR NOTE 15 ALTERED CIRCUITS. BLACK AND

RED CONDUCTORS SHALL BE ENTIRELY SLEEVED TO BREAKOUT BOOT WITH

BLACK SHRINK TUBE (ITEM 3) IN DCJB1 FOR NOTE 15 ALTERED CIRCUITS.

7. POWER CABLES SHALL BE INSTALLED IN A SINGLE LAYER IN TRAY AND SHALL

BE SECURED TO TRAY RUNGS EVERY 36" USING BLACK NYLON TIE WRAPS

HAVING A MINIMUM TENSILE STRENGTH OF 120 LBS.

8. MISCELLANEOUS HARDWARE SUCH AS TIE WRAPS ARE NOT INCLUDED IN THE

MATERIAL LIST BUT MUST BE PROVIDED BY THE INSTALLER.

9. CIRCUIT NUMBERING IS AS FOLLOWS: 1BB1S-10P-2BB1S

POWER SOURCE

10P = 1000V

LOAD

10. UTILIZE SILICON BRONZE BOLTING HARDWARE (BOLT, NUT, 2 FLAT WASHERS, 1

LOCK WASHER) FOR POWER CIRCUIT/BUS BAR CONNECTIONS IF ANY HARDWARE

REQUIRES REPLACING. ZINC PLATED, GRADE 5 CARBON STEEL HARDWARE CAN

BE USED FOR GROUNDING CONNECTIONS. REUTILIZE EXISTING BOLTING

HARDWARE UNLESS IT IS FOUND TO BE DAMAGED. UTILIZE TORQUE SEAL

MARKER (ITEM 8) TO MARK BOLTING HARDWARE AFTER TORQUING TO

SPECIFICATION. TORQUE 3/8" SILICONE BRONZE HARDWARE TO 2O FT LBS AND

1/2" SILICONE BRONZE TO 40 FT LBS. TORQUE 3/8" GRADE 5 STEEL HARDWARE

TO 20 FT LBS AND 1/2" GRADE 5 STEEL TO 48 FT LBS.

11. PCM'S BEING REMOVED HAVE INLET AND OUTLET 2" COOLING LINES WHICH ARE

ALL LESS THAN 5' IN LENGTH THAT REQUIRE DISCONNECTION AT FLANGE

ADJACENT TO LOCAL SHUTOFF VALVE. FABRICATE OR PURCHASE AND INSTALL

BLIND FLANGES WHERE INLET/OUTLET EQUIPMENT COOLING LINES ARE REMOVED.

FOR COMPACT POWER WATER LINE REMOVAL BE SURE TO REMOVE THE INLET

WATER FILTER ASSEMBLY AND STORE WITH COMPACT POWER.

12. CABLES BEING REMOVED ARE ALL GENERALLY BEING REMOVED FROM EXISTING

OVERHEAD TRAY. ALL TRAY SHALL BE LEFT IN PLACE FOR FUTURE USE.

13. ALL REMOVED EQUIPMENT SHALL BE PLACED IN A LAYDOWN AREA AS

INSTRUCTED BY THE NSWCPD CONSTRUCTION MANAGER.

(+) = WHT AND GRN

(-) = BLK AND RED

NOTES:

14. DISCONNECT EXISTING CIRCUIT 2BB1S-10P-3BB1S AT 2BB1S END ONLY. INSULATE

ENDS OF THIS CABLE AND LAY IN OVERHEAD TRAY FOR FUTURE CONNECTION TO

MPDU.

15. DISCONNECT EXISTING CIRCUIT 2BB1S-10P-DCJB1 AT DCJB1 END ONLY. REROUTE

CIRCUIT AS INDICATED IN DASHED LINES ON SHEET 9 AND RECONNECT IN DCJB1. CUT

CABLE TO LENGTH. UTILIZE NEW LUGS, BREAKOUT BOOTS, AND SLEEVING (ITEMS 1

THRU 4). SEE NOTE 6 FOR ADDITIONAL INSTRUCTIONS. REFERENCE 5 SHOWS

SHIPBOARD CABLE PREPARATION PROCEDURE. CABLE IS REROUTED TO KEEP THIS

CIRCUIT OUT OF CABLEWAY TO BE USED FOR 4KV CIRCUITS IN THE FUTURE.

16. TEMPORARILY MOVE ANY FENCE, PIPES, STAIRS, ETC THAT INTERFERES WITH

EQUIPMENT REMOVAL.

17. NSWCPD SHALL PERFORM INSULATION RESISTANCE TEST OF MODIFIED CIRCUITS AT

JOB'S END TO VERIFY ACCEPTABLE COMPLETION OF WORK. ISOLATE REQ'D

COMPONENTS PRIOR TO INSULATION RESISTANCE TESTING.

18. ALL COMPACT POWER AND COMPACT POWER PRECHARGE CABINET CABLES BEING

REMOVED SHALL BE REMOVED BACK TO THEIR TERMINATION POINTS INSIDE

ENCLOSURES. REMOVED CABLES FOR THIS EQUIPMENT CAN NOT BE JUST CUT OFF

AND LEFT CONNECTED INSIDE EQUIPMENT.

19. FOR EQUIPMENT BEING REMOVED, PLEASE MAKE SURE ALL CABLES INCLUDING

CONTROL CABLING AND SEALTITE ARE REMOVED IN THEIR ENTIRETY.

20. ALL ITEMS REFERRED TO IN THE NOTES ABOVE CAN BE FOUND IN THE LIST OF

MATERIALS IN THIS DRAWING.

ELECTRIC PLANT INSTALLATION METHODS FOR SURFACE

SHIPS

5 MIL-STD-2008

NAVAL SURFACE WARFARE CENTER, PHILADELPHIA DIVISION

PHILADELPHIA, PA 19112-5083

IFTP RECONFIGURATION FOR FLT III, PHASE 26 EHQ10771

N. Silva

A. Cairns

3/16/16

3/23/16

TECH REVIEW

PROG MGR

ALL

A MINOR VERBIAGE CHANGES MADE THROUGHOUT

DRAWING FOR CLARITY.

PREPARED: B. EVERLING 11/15/16

CHECKED: R. CHRANOWSKI 11/16/16

PROJ. MGR: M. LAMBERTO 11/17/16

TECH REVIEW

PROG MGR

A. Cairns

11/23/16 N. Silva

11/28/16

B

B

INCORPORATED USACE COMMENTS OF 4/14/17

AND 4/18/17.

PREPARED: D. MERLINO 4/25/17

CHECKED: R. CHRANOWSKI 4/25/17

PROJ MGR: M. LAMBERTO 4/28/17

ALL

TECH REVIEW

T.CHECCHIO

PROG MGR

A. CAIRNS

4/28/2017

4/29/2017

IFTP FLT III RECONFIGURATION

PLAN VIEW & ISO, PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

910111213141516

910111213141516

PLAN VIEW 14A

IFTP FLT III LBTS RECONFIGURATION, PHASE 3

BUILDING KEY PLAN

SCALE: NONE

NORTH

ISOMETRIC VIEW 10B

LOOKING NORTHWEST

IFTP FLT III LBTS RECONFIGURATION, PHASE 3

SCALE: NONESEE PLAN VIEW 21A

IFTP FLT III EQPT REMOVAL

ARRGMNT PAD LEVEL, PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 3

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

1718192021222324

1718192021222324

REMOVE 2-PCM4 AUX SWITCH

WITH FDN STEEL

REMOVE COMPACT PWR PHASE III PCM

(SEE FULL DETAILS ON SH 8, 10)

B

24232221

PLAN VIEW 21A

IFTP FLT III LBTS RECONFIGURATION,

PHASE 3, PAD LEVEL EQUIPMENT

SCALE: 1/4"=1'-0"

NORTH

REMOVE 1BB1P

REMOVE 1PCM4 WITH FDN STEELREMOVE 2PCM4

WITH FDN STEEL

REMOVE 1BB1S

RP1

A

3BB1P

GRAPHIC SCALE 1/4"=1'-0"

0 2'1' 3' 4' 5' 10' 15'

REMOVE 2BB1P REMOVE 2BB1S

3BB1S

JB2

IFTP CONTROL ROOM

7S SWBD

PP4BTSPP2

DCJB1

2X ABT

3PP2

3PP1

2PP2

2PP1

1PP3

1PP2

1PP1 1MBT1

2MBT1

3MBT1

PNCC IB

REMOVE 3BB2

JB3

JB1

REMOVE 2BB2

REMOVE 1BB2

XFMR2

XFMR3

ONLY REMOVE PIPING THAT

IS PART OF PCM EQUIPMENT

(SEE NOTE 11)

REMOVE BUT SAVE FOR

FLT III SHORE POWER

IFTP FLT III EQPT REMOVAL

ARRGMNT 13'-6" LEVEL, PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 4

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

B

24232221

PLAN VIEW 29A

IFTP FLT III LBTS RECONFIGURATION,

PHASE 3, 13'-6" LEVEL EQUIPMENT

SCALE: 1/4"=1'-0"

NORTH

A

GRAPHIC SCALE 1/4"=1'-0"

0 2'1' 3' 4' 5' 10' 15'

IFTP CONTROL ROOM

PAD LEVEL EQUIPMENT

NOT SHOWN

OVHD TRAY,

ELEVATION 11'-5"

13'-6" LEVEL EQUIPMENT PREVIOUSLY

REMOVED USING NSWCPD

2526272829303132

IFTP FLT III 1000VDC ONE LINE

RECONFIGURATION, PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 5

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

(3) LSFSGU-200

INSTALLED PER REF 1

LB2 2000KW

DCJB2

DCJB1

LB1 2000KW

(4) LSFSGU-200

(DCJB2-S)-10DC-LB1

(4) LSFSGU-200

DCJB1-10DC-(DCJB2-S)

(4) LSFSGU-200

(DCJB2-P)-10DC-LB2 (4) LSFSGU-200

DCJB1-10DC-(DCJB2-P)

PORT

STBD

4SG

4160VAC

P

S

(2PCM4)

P

S

CAPS CR2

(1PCM4)

2000 KW

(1BB1P)

COMPACT PWR

PH III PCM SYSTEM, 1.5MW

4160VAC - 1000VDC

INSTALLED PER REF 1

6S SWBD - 4160V

6S-CB4

1000 KW

(3BB1P) (2BB1P)

(3BB1S) (2BB1S) (1BB1S)

AFT CC

MAIN BUS

PREVIOUSLY REMOVED CABLE (REF 1)

EXISTING CABLES

NEW JUMPER CABLES

LEGEND

REMOVE CABLE & EQPT

(5) LSFSGS-200

(5) LSFSGU-200

(5) LSFSGU-200

INTERNAL CABINET

JUMPERS (TYP)

2P1P-10P-FWD

1BB1S-10P-2BB1S

2BB1P-10P-3BB1P

INTERNAL CABINET

JUMPERS (TYPICAL) 2BB1S-10P-3BB1S

(5) LSFSGS-200

3BB1P-10P-LB1

(5) LSFSGS-200

3BB1S-10P-DCJB1

(5) LSFSGS-200

(2) LSFSGS-200

2P4-1OP-2BB1S

(5) LSFSGS-200

1PCM4-10P-S

2P4-10P-AUXSWIN

(2) LSFSGS-200

(5) LSFSGS-200

1PCM4-1OP-P

(2) LSFSGS-200

2P4-10P-2BB1P

SEE NOTE 14

3334353637383940

3334353637383940

REMOVE PREVIOUSLY

DISCONNECTED CABLE

IFTP FLT III 800VDC & 450VAC

ONE LINE RECONFIG, PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 6

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

PREVIOUSLY REMOVED CABLE (REF 1)

EXISTING CABLES

NEW JUMPER CABLES

LEGEND

REMOVE CABLE & EQPT

MTG CLG FAN CAB (DDG1000 18'-0" LVL)

TO PNCC

IB

MTG2

F2

MTG2

F1

MTG MOD

CLG FAN VSD

80 HP80 HP

CLG FANCLG FAN

DISC, CONTROLLER &

COOLING WATER

7S

(SEE REF 2)

S P

2PP2

2PP1

A C L C

21PP3

1PP2

1PP1

3PP3

3PP2

3PP1

A C L C

7S

(SEE REF2)

3BB2

PP4

2MBT1

PUMP 2 DISC, CONTROLLER &

COOLING WATER

PP4

1MBT1

PUMP MOTOR 1DISC, PUMP DISC,

COOLING WATER

PP4

CONTROLLER,

& PUMP 33MBT1

3PCM REMAINING RELATED EQUIPMENT

SEE REF 4, 5 & 6 FOR CONNECTIONS PREVIOUSLY REMOVED

2PCM REMAINING RELATED EQUIPMENT

SEE REF 4, 5, & 6 FOR CONNECTIONS

PREVIOUSLY REMOVED

1PCM REMAINING RELATED EQUIPMENT

SEE REF 4, 5 & 6 FOR CONNECTIONS

PREVIOUSLY REMOVED

2BB2

PP2

IFTP ROUTER/SW

PP2

IFTP ROUTER/SW

PP2

IFTP ROUTER/SW

1BB2

1P 1P

T O

DD

X

(1) L

SF

SG

U-

1P

CM

1S -8

DC

-A

(1) L

SF

SG

U-

NOTE:

FOR PP2 ONE LINE DIAGRAM

RECONFIGURATION SEE SHEET 12.

IFTP CONTROL

ROOM

4142434445464748

4142434445464748

IFTP FLT III PHASE 3 COMPACT

PWR REMOVAL BLK DIAGRAM

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 7

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

A1J3A1J3COMPACT PWR PH III

4160VAC SWGR TEST

(PRECHARGE CABINET)

REFERENCE 4

4160V

IN

4160V

OUT

3-1C-4/0, 7.5KV

TYPE AWM (EXISTING)

CPPH3PC-40P-CPPH3PCM

1-LS5KVTSSGSG-250

4SGA-40P-CPPH3PC

1-LS5KVTSSGSG-250

OPEN/CLOSE EMERG PWR REMOVAL (REAR)

4160V

IN (REAR)

PRECHARGE CABINET

CONNECTION BOX

1000VDC

OUT (REAR)

IFTP TEST SITE

JUNCTION BOX 3BB1PCPPH3PCM-10DC-3BB1P

(3) LSFSGU-200

COMPACT POWER PH III

PCM - 1.5MW

A1J1

A1J2

IFTP 440VAC

PP2

CB6

440V IN (REAR)

EMERG PWR REMOVAL (REAR)

COMPACT PWR PH III

LOAD PERM TEST FIXTURE

(IFTP CONTROL ROOM)

A1J4A1J4 K-CPPH3-3

1-6C-#16AWG, 600V

TYPE S00W

LOAD PERM/E-STOP (REAR)

A1J5 REMOTE E-STOP (REAR)

IFTP CONTROL ROOM

LAPTOP

(IFTP CONTROL ROOM)

A1J6. K-CPPH3-5

ETHERNET CABLE

MAINTENANCE ETHERNET (FRONT)

A1J7 COMPUTER LOGIC USB PORT (FRONT)

A1J8

(N/A FOR TEST SITE)

MCS ETHERNET PORT (REAR)

(N/A FOR TEST SITE)

3-1C-4/0, 7.5KV

TYPE AWM (EXISTING)

FIXTURE

4160V 4SG SWBD, BRKR 1

4950515253545556

4950515253545556

VERIFY ALL CABLES CONNECTED TO COMPACT POWER

PH III HAVE BEEN REMOVED AT CONCLUSION OF WORK.

ANY CABLES STILL CONNECTED MUST BE REMOVED IN

THEIR ENTIRETY.

PWR REMOVAL ARRANGEMENT

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 8

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

5758596061626364

5758596061626364

IPS IFTP 6S

SWITCHBOARD

COMPACT PWR PH III PCM (CPPH3) 1.5MW (SEE NOTE 18)

B

CPPH3PC-40P-CPH3PCM & K-CPPH3-2

EXISTING 4160V

CABLE TRAY

3X CPPH3PCM OUTPUT CABLES

DOWN TO PCM CONNECTION

REMOVE CPPPH3PCM OUTPUT

CABLES DOWN TO 3BB1P

CONNECTION

REMOVE 1BB1P

4SGA-40P-CPPH3PC (1) LS5KVTSSGSG-250 & (1) SPARE

LS5KVTSSGSG-250 DISCONNECTED AT BOTH ENDS & INSULATED

1000VDC POWER CABLE TRAY.

REMOVE CPPH3PCM-10DC-3BB1P

(3) LSFSGU-200

PP2CB6-4P-CPPH3TF,

ATTACHED TO BOTTOM

FLANGE OF EXST TRAY

SUPPORT STEEL USING

BEAM CLAMPS & TIE-WRAPS

POWER PANEL PP2

A

3BB1P

PRECHARGE CABINET CONNECTION BOX

CPPH3 PRECHARGE CABINET (SEE NOTE 18)

REMOVE K-CPPH3-5, K-CPPH3-3

EXST 1000V CABLE TRAY

K-CPPH3-2 (EXISTING W/EXISTING A1J1)

K-CPPH3-3 (EXST A1J4)

K-CPPH3-5, EXISTING A1J6

CPPH3 LOAD PERMISSIVE TEST FIXTURE

EXISTING A1J4

LAPTOP

ROUTE ETHERNET CABLE

UNDER RAISED FLOOR

TO VICINITY OF 4SG SWBD - (2) 4KV CABLES

(ADDITIONAL 150 FT OF CABLE TO BE

REMOVED IN TRAY)

PARTIAL PLAN VIEW 57B

CPPH3 PCM CABLE ROUTING

SCALE: 1/2"=1'-0"

NORTH

COMPACT PWR PH III PCM

(CPPH3PCM) - 1.5MW

EXISTING A1J1 & A1J2

SEE PARTIAL PLAN

VIEW 57B FOR

ADDITIONAL CABLE

DETAILS

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

SEE PARTIAL PLAN

VIEW 77B FOR FDN

REMOVAL AFTER

EQUIPMENT REMOVAL

PARTIAL PLAN VIEW 61A

CPPH3 PCM CABLE ROUTING

SCALE: 1/4"=1'-0"

NORTH

GRAPHIC SCALE 1/4"=1'-0"

0 2'1' 3' 4' 5' 10' 15'

REMOVE 2BB1P REMOVE 2BB2

REMOVE 1BB2 REMOVE 1BB1S

REMOVE 2BB1S

REMOVE 3BB2

EXISTING A1J5

IFTP FLT III CABLE REWORK &

REMOVAL ARRGMT, PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 9

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

B

24232221

PLAN VIEW 69A

IFTP FLT III LBTS RECONFIGURATION, PHASE 3,

CABLE REWORK & REMOVAL ARRANGEMENT PAD LEVEL

SCALE: 1/4"=1'-0"

NORTH

A

GRAPHIC SCALE 1/4"=1'-0"

0 2'1' 3' 4' 5' 10' 15'

3BB1S

IFTP CONTROL ROOM

2BB1P-10P-3BB1P 2BB1S-10P-3BB1S, DISCONNECT

CABLE AT 2BB1S END ONLY

SEE NOTE 14

EXISTING OVERHEAD CABLE

TRAY, ELEVATION 11'-5"

3BB1P

6566676869707172

6566676869707172

REMOVE 1BB1P REMOVE 2BB1P REMOVE 2BB2

REMOVE 1BB2 REMOVE 1BB1S

REMOVE 2BB1S

REMOVE 3BB2

JB1

JB2

LEGEND

REMOVE CABLE

CABLE TO REMAIN

CABLE REROUTED

3BB1P-10P-LB1

3BB1S-10P-DCJB1. SEE NOTE 15

3BB1S-10P-DCJB1

REROUTED AS

SHOWN. SEE

NOTE 15

2P1P-10P-FWD1PCM4-10P-P

3/4" SEALTITE TO JB1

2P4-10P-2BB1P

3/4" SEALTITE TO JB2

3/4" SEALTITE TO JB1

3/4" SEALTITE TO JB1

2P4-10P-2BB1S

1BB1S-10P-2BB1S

1PCM4-10P-S

2" SEALTITE W/CONT WIRING

2P4-10P-AUXSWIN

(1) 4KV CABLE

DCJB1PNCCIB

REMOVE COMPACT POWER

(SEE SH7 AND SH8 FOR COMPACT

POWER CABLE REMOVALS) REMOVE 2PCM-4 AUX SW

REMOVE 2PCM-4 REMOVE 1-PCM4

PWR AREA FDN REMOVAL

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 10

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

7374757677787980

7374757677787980

PARTIAL PLAN VIEW 77B

CPPH3 EQPT FOUNDATION & DIAMOND PLATE

REMOVAL

SCALE: 1 1/2"=1'-0"

20'-0"

2'-278"4'-018"6"

2'-358"

6'-6"

4'-7"

GRAPHIC SCALE 1 1/2"=1'-0"

0 3" 6" 9" 2' 3' 4'1'

734"

REMOVE EXISTING DIAMOMD PLREMOVE EXISTING EQUIPMENT STRUCTURE

IFTP FLT III EQUIPMENT/TRAY

ARRANGEMENT AFTER PHASE 3

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 11

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

GRAPHIC SCALE 1/4"=1'-0"

0 2'1' 3' 4' 5' 10' 15'

B

24232221

PLAN VIEW 85A

IFTP FLT III LBTS RECONFIGURATION, PHASE 3,

CABLE INSTALLATION ARRGMT PAD LEVEL

SCALE: 1/4"=1'-0"

NORTH

A

IFTP CONTROL ROOM

EXISTING OVERHEAD CABLE

TRAY, ELEVATION 11'-5"

EXISTING OVERHEAD CABLE

TRAY, ELEVATION 11'-5"

PP4

BTS

PP2

2X ABT

3PP2

3PP1

2PP2

2PP1

1PP3

1PP2

1PP1 1MBT1

2MBT1

3MBT1

RP1

3BB1P

3BB1S

JB2

7S SWBD

DCJB1PNCC IB

JB3

JB1

XFMR2

XFMR3

8182838485868788

8182838485868788

IFTP FLT III LIST OF MATERIALS,

PP2 ONE LINE RECONFIGURATION

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 12

89256D EHQ10886 B

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

100A, 3P

20A, 3P

20A, 3P

20A, 3P

20A, 3P

20A, 3P

30A, 3P 30A, 3P

30A, 3P

20A, 3P

20A, 3P

20A, 3P

20A, 3P

PP2-4P-1

PP2-4P-3

(1) LSTSGU-9

PP2-4P-4

(1) LSTSGU-9

PNCC

2PCM4 1PCM4

SPARE

SPARE

SPARE

TO PP6A

DETAIL 91B

PP2 - 450VAC, 3Φ

ONE LINE DIAGRAM

SCALE: NONE

8990919293949596

8990919293949596

SPARE

SPARE

SPARE

LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

1 25

COPPER COMPRESSION LUG, 1 HOLE w/INSPECTION

WINDOW, 4/0 AWG, 200 NAVY, 3/8" STUD, LONG

BARREL, 35kV, 90° C, TIN PLATED COPPER, 2.95"

LENGTH, UL LISTED, CSA CERTIFIED

TIN PLATED

COPPER COMMERCIAL USE WITH LSFSGU-200 CABLE. INCLUDES 5

SPARE.

2 6

BREAKOUT BOOT, 4 WAY, CABLE END MAX = 2.35"

WITH SHRINK TO 1.00" MIN, CONDUCTOR LEGS MAX =

1.00" WITH SHRINK TO .35" MIN

POLYOLEFIN DOD-STD-2003-1 NSN 5970-01-554-6791

INCLUDES 1 SPARE.

3 1

ROLL

TUBING, SHRINKABLE FIT, 1.0" MAX TO .5" MIN WITH

SHRINK, -55°C TO 135°C, BLACK 50' ROLL,

INSULATION SLEEVING, ELECTRICAL, HEAT SHRINKABLE,

POLYOLEFIN, FLEXIBLE, CROSSLINKED

X LINK

POLYOLEFIN MIL-DTL-23053/5

4 1

ROLL

TUBING, SHRINKABLE FIT, 1.0" MAX TO .5" MIN WITH

SHRINK, -55°C TO 135°C, WHITE 50' ROLL

INSULATION SLEEVING, ELECTRICAL, HEAT SHRINKABLE,

POLYOLEFIN, FLEXIBLE, CROSSLINKED

X LINK

POLYOLEFIN MIL-DTL-23053/5

5 18 STUFFING TUBE PLUG, SIZE 8 NEOPRENE MIL-S-19622 NSN 5975-00-296-3857.

INCLUDES 5 SPARE.

6 5 STUFFING TUBE PLUG, SIZE 4 NEOPRENE MIL-S-19622 NSN 5975-00-296-3861.

INCLUDES 3 SPARE.

7 1 DIAMOND PLATE, 1/4" THICK 10' X 4'-7" CARBON STEEL ASTM A36 CUT TO SUIT

8 2

TORQUE SEAL, TAMPER PROOF MARKER, -20°F TO

450°F, .5 OZ TUBE, ORANGE, MADE FOR MARKING

ELECTRICAL BOLTED CONNECTIONS 120V-4160V AND

COMPATIBLE WITH VARIOUS METAL SURFACES

SUCH AS COPPER, TIN PLATED COPPER, ZINC PLATED

CARBON STEEL, AND SILICON BRONZE.

VARIOUS COMMERCIAL

SPARE

SPARE

SPARE

SPARE

B

B

B

LV SWBD PLATF PLAN VIEW

EXISTING AND MODIFIED

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

89256D EHQ10956 A

D

C

B

A

D

C

B

A

PLAN VIEW 11A

LV SWBD PLATFORM BASEPLATE

EXISTING

SCALE: 3/8"=1'-0"

NORTH

910111213141516

910111213141516

PLAN VIEW 14A

LV SWBD PLATFORM BASEPLATE

MODIFIED

SCALE: 3/8"=1'-0"

NORTH

EXISTING DDG51

PLATFORM COLUMN

AND BASEPLATE

EXISTING DDG51

PLATFORM COLUMN

AND BASEPLATE

TO CONTROL HOUSE STAIR

D D

CONTROL HOUSE WALL

TO CONTROL HOUSE STAIR

CONTROL HOUSE WALL

77H BUILDING COLUMNS77H BUILDING COLUMNS

EXISTING DDG51

PLATFORM COLUMN

AND BASEPLATE

DDG51 PLATFORM COLUMN

AND BASEPLATE MODIFIED

SEE PLAN VIEW 18A

GRAPHIC SCALE 3/8"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

REDUCED SIZE PRINT

89256D EHQ10956 A

D

C

B

A

D

C

B

A

REDUCED SIZE PRINT

1718192021222324

1718192021222324

PLAN VIEW 18A

LV SWBD PLATFORM BASEPLATE

MODIFIED

SCALE: 1"=1'-0"

NORTH

6'

4'-6"

SECTION 18C

SCALE: 1"=1'-0"

ITEM 2, 1/2"

DIAGONAL GUSSET PLATE

(4x)

ITEM 1, 3/4" BASEPLATE

(2x)

LV SWBD PLATF

MODIFIED BASEPLATE DETAILS

3'

6" (4x)

ITEM 2, 1/2" DIAGONAL GUSSET PLATE

SEE DETAIL 23A

EXISTING

3/4" BASEPLATE

3/16

3/16

4x

DETAIL 23A

DIAGONAL GUSSET PLATE

4 PLACES

SCALE: 1 1/2"=1'-0"

SECTION 21C

SCALE: 1"=1'-0"

4x

SEE WELDING SEQUENCE

ZONE 21D

DETAIL 23B

SMALL GUSSET PLATE

4 PLACES

SCALE: 1 1/2"=1'-0"

ITEM 2, 1/2" SMALL GUSSET PLATE

SEE DETAIL 23B

2'-5"

2'-5"

2"

2"

2"

2"

3'

1'-10"

1" SNIPE

1" SNIPE

3/16

3/16

3/16

3/16

LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

1 18

SF 3/4" THK PLATE CARBON STEEL ASTM A36

2 30

SF 1/2" THK PLATE CARBON STEEL ASTM A36

3 4

WEDGE EXPANSION ANCHOR FOR CONCRETE, HEX HD,

5/8-11UNC-2A, 7" LONG, W/ HEX NUT, 3-1/2" MIN

EMBEDMENT, MINIMUM LOAD RATING WITH 3 1/2"

EMBEDMENT IN 4000PSI CONCRETE IS 5450 LBS TENSION

& 11,740 LBS SHEAR

ALLOY STEEL COMMERCIAL

4 4 5/8" WASHER, FLAT, TYPE B, 1.75" OD ALLOY STEEL COMMERCIAL USE WITH ITEM 3

5 AS

REQD

CHOCKFAST GRAY, POURABLE CHOCKING COMPOUND,

16,000 PSI COMPRESSION STRENGTH

EPOXY BASE

RESIN COMMERCIAL

ITW ENGINEERED POLYMERS

SOLE SOURCE IS REQUIRED FOR CHOCKFAST

GRAY BECAUSE IT WAS CONFIRMED BY

APPLICATION ENGINEERS THAT THE

PRODUCT WILL WORK WITH THE LOWER

THAN STANDARD GAP OF 1/4-3/8" FOR

THIS APPLICATION. THE NON-STANDARD

GAP IS DUE TO THE CONSTRAINTS

REQUIRED FOR INTERFACING WITH THE

EXISTING BASEPLATE

ITEM 3 & 4

5/8" ANCHOR BOLT

(4x), SEE DETAIL 18D

1'-6"

9"

9"

DETAIL 18D

ANCHOR BOLT AND BACKING BAR

SCALE: 3"=1'-0"

EXISTING 10Wx49

PLATFORM COLUMN

4x

4x

SEE WELDING SEQUENCE3/16

4x SEE STEEL NOTE 7

AND WELDING SEQUENCE1/8

NEWLY ADDED

LEVELING COMPOUND

SEE DETAIL 18D

EXISTING LEVELING COMPOUND

NEWLY ADDED

LEVELING COMPOUND

SEE DETAIL 18D

EXISTING LEVELING COMPOUND

ITEM 1, 3/4" BASEPLATE

(2x)

ITEM 1, 3/4" BASEPLATE

(2x)

EXISTING 10Wx49

PLATFORM COLUMN

EXISTING 10Wx49

PLATFORM COLUMN

EXISTING BASEPLATE

AND GUSSET

TO ALIGN WITH TOP OF

EXISTING BASEPLATE (SEE NOTE 6)

ITEM 3 & 4

5/8" ANCHOR BOLT

(4x) ITEM 1

3/4" BASEPLATE

(2x)

EXISTING BASEPLATE

EXISTING

CONCRETE FLOOR

EXISTING

LEVELING COMPOUND

SEE NOTE 5

NEWLY ADDED

LEVELING COMPOUND

SEE NOTE 6

312"

MINIMUM

PLAN VIEW 21A

LV SWBD PLATFORM BASEPLATE

POUR HOLE ARRANGEMENT

SCALE: 1"=1'-0"

NORTH

ITEM 1

EXISTING

3/4" BASEPLATE

1'-10" (4x)

5" (4x)

10" (2x)

2'-3" (2x)

∅3" POUR HOLE

(6x)

REMOVE EXISTING GUSSET

2 PLACES

TO FACILITATE WELDING

SEE WELDING SEQUENCE

ZONE 21D

5" (4X)

1'-6"

1" 2"

35.0°

∅3" POURING HOLE

(6x)

SEE PLAN VIEW 21A

ITEM 2

4x1/8

ITEM 2, 1/2" PLATE

ITEM 2, 1/2" PLATE

C COLUMNL

WELDING SEQUENCE:

WELD NEW SMALL GUSSET PLATES TO EXISTING GUSSET

PLATES, COLUMN, AND BASEPLATE BEFORE WELDING NEW

DIAGONAL GUSSET PLATES.

POSITION ONE NEW DIAGONAL GUSSET AND WELD THE

VERTICAL EDGE AWAY FROM THE EXISTING GUSSET. ALSO

WELD BOTTOM TO BASEPLATE.

REMOVE THE EXISTING GUSSET PLATE.

WELD OTHER VERTICAL EDGE OF NEW DIAGONAL GUSSET.

POSITION OTHER NEW DIAGONAL GUSSET AND WELD TO

SUIT.

REPEAT AT THE OTHER SIDE OF THE COLUMN STEPS 2

THRU 5.

1.

2.

3.

4.

5.

GRAPHIC SCALE 1"=1'-0"

0 6" 2' 3' 4'1'

GRAPHIC SCALE 1 1/2"=1'-0"

GRAPHIC SCALE 3"=1'-0"

0 1" 2" 3" 6" 9" 12" 18" 24"

0 3" 6" 9" 2' 3' 4'1'

112" (4x)

ITEM 2, 1/2"

SMALL GUSSET PLATE

(4x)

6.

4x

SEE WELDING SEQUENCE

ZONE 21D

(CJP)2X

(CJP)2X

BACKING BAR SEE DETAIL 18D

2"

1"

3/8" MIN THICKNESS x 1" WIDE

ASTM A36 BACKING BAR

FOR ENTIRE LENGTH (SELECT ACTUAL

THICKNESS TO CLOSELY MATCH GAP

BETWEEN BASE PLATE AND CONCRETE

ON EACH SIDE OF BASE PLATE.

THICKNESS MAY VARY)

BACKING BAR SEE DETAIL 18D

(CJP)2X

5'

KEY PLAN & ISOMETRIC

SCALE : AS NOTED SHEET 2

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REDUCED SIZE PRINT

910111213141516

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ISOMETRIC VIEW 10B

LOOKING NORTHWEST

DDG 51 FLIGHT III EQUIPMENT FOUNDATION

SCALE: NONE

PLAN VIEW 14A

DDG 51 FLIGHT III EQUIPMENT FOUNDATION

POWER CONVERSION SITE

SCALE: NONE

PCM 1 FOUNDATION

PCM 2 FOUNDATION

20'20'20'

POWER CONVERSION

CONTROL ROOM

POWER CABLE TRAY

10'-1" ABV TEE BLOCK

FLOOR PAD

POWER CONVERSION SITE

TEE BLOCK SLOTTED FLOOR PAD

8-1/2" ABV CONCRETE PAD

POWER CONVERSION

UPPER LEVEL

10'-4" ABV CONCRETE PAD

NORTH

MPDU 1

FOUNDATION

24 252322

B

HV SHORE POWER

TERMINAL BOX

HV SHORE POWER

TRANSITION BOX

HV SHORE POWER

TERMINAL BOX

HV SHORE POWER

TRANSITION BOX

POWER CONVERSION

UPPER LEVEL

10'-4" ABV CONCRETE PAD

POWER CONVERSION

CONTROL ROOM

CABLE TRAY

SUPPORT STRUCTURE

10'-1" ABV TEE BLOCK

SLOTTED FLOOR PADPCM 1

FOUNDATION

PCM 2

FOUNDATION

MPDU 1

FOUNDATION

PLAN VIEW

FOUNDATION ARRANGEMENT

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 3

89256D EHQ10874 A

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1718192021222324

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PLAN VIEW 21A

FLIGHT III EQUIPMENT

POWER CONVERSION SITE FOUNDATION ARRANGEMENT

SCALE: 1/2"=1'-0"

NORTH

20'

REF

14'-6"

3'-6"

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

5'-534"

10'-10"

TEE BLOCK

SLOTTED FLOOR PAD

EXISTING

3'-012"

8'-812"

(REF)

EDGE OF TEE BLOCK

SLOTTED FLOOR

B

CABLE TRAY

SUPPORT STRUCTURE

10'-1" ABV TEE BLOCK

EXISTING

FRONT

PCM 1

FOUNDATION

PCM 2

FOUNDATION

MPDU 1

FOUNDATION

FRONT

FRONT

89256D EHQ10874 A

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PCM FOUNDATION DETAILS

PLAN VIEW 29A

EQUIPMENT FOUNDATION FOR PCM 1 &2

2 FOUNDATIONS REQUIRED

SCALE: 1-1/2"=1'-0"

DETAIL 26D

TYPICAL FOUNDATION HOLD DOWN INSTALLATION

TO EXISTING T-BLOCK

SCALE: 3"=1'-0"

DETAIL 28D

EQUIPMENT HOLD DOWN PLATE

4 REQUIRED PER FOUNDATION

SCALE: 3"=1'-0"

DETAIL 30D

TYPICAL EQUIPMENT FASTENER INSTALLATION

TO FOUNDATION

SCALE: 3"=1'-0"

3/16

PRIOR TO

EQUIPMENT INSTALLATION

ITEM 6, 3/4" HEX NUT

RESILIENT MOUNT

ITEM 1

SEE PLAN VIEW 29A

FUTURE ∅3/4" BOLT

2.00

15.40

32.00

47.44

62.88

75.15

107.52

128.00

214"

32.50

16.25

ITEM 1, C4x7.25 CHANNEL

10'-10"

GRAPHIC SCALE 1 1/2"=1'-0"

0 1" 2" 3" 6" 9" 12" 18" 24"

0 3" 6" 9" 2' 3' 4'1'

ITEM 2, 3/8" PLATE

HOLD DOWN BRACKET

SEE DETAIL 28D

RESILIENT MOUNT

2'-0"

5'-9" 5'-1"

312"

514" 258"

112" R9 16"

ITEM 2

3/8" PLATE

4" (2x)

314"

3/16

45.0°

134"

2"

2X

∅1" T-BOLT, 4" LG W/ HEX HD NUT

(ITEM 3, 4, 5)

3/8" FDN HOLD DOWN PLATE

SEE DETAIL 28D

EXISTING

TEE BLOCK FLOOR

EXISTING

TEE BLOCK FLOOR

3/16 20X

10X

GRAPHIC SCALE 3"=1'-0"

ITEM 2

ITEM 2

DRILL .781"∅ THRU HOLE

FOR FUTURE 3/4"∅ BOLT

(33 PLACES)

SEE DETAIL 30D

3/16 3/16 8X

4X 3/16

37.00

FOUNDATION MOUNTING SURFACE

SEE NOTE 8

19.73

79.48

111.85

3/16

3/16

FRONT

612"

FUTURE BUSHING

FUTURE WASHER

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PLAN VIEW 36A

EQUIPMENT FOUNDATION FOR MPDU

SCALE: 1-1/2"=1'-0"

2.00 4.250

69.25

3'-8 1 16"

(2X)

7'-418"

GRAPHIC SCALE 1 1/2"=1'-0"

0 3" 6" 9" 2' 3' 4'1'

14.875

1'-7" 2'-11"

ITEM 2, 3/8" PLATE

HOLD DOWN BRACKET

SEE DETAIL 34D

3/16 12X

6X

3/16 8X

LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

1 100 LF C4X7.25 CHANNEL CARBON STEEL ASTM A36

2 2 SF PLATE 3/8" CARBON STEEL ASTM A36

3 12 T-SLOT BOLT, 1"-8UNC-2A, 4" LONG HSS COMMERCIAL

4 12 HEX NUT, STANDARD, 1"-8UNC-2B STEEL COMMERCIAL

5 12 FLAT WASHER, WIDE, 1"∅ STEEL COMMERCIAL

6 82 NUT, HEX, 3/4"-10UNC-2B ALLOY STEEL ASTM A194

GR 2H

ITEM 1, C4x7.25 CHANNEL

RESILIENT MOUNT

MPDU FDN DETAILS & LM

4.250

10.625

2'-0"

8"

DRILL .781"∅ THRU HOLE

FOR FUTURE 3/4"∅ FH CNTRSNK CAP SCREW

(16 PLACES)

SEE DETAIL 36D

3/16

DETAIL 34D

EQUIPMENT HOLD DOWN PLATE FOR MPDU

4 REQUIRED

SCALE: 3"=1'-0"

412"

514" 258"

112"

R9 16"

ITEM 2

3/8" PLATE

4" (2x)

414"

3/16 2X

45.0°

134"

2"ITEM 2

ITEM 2

DETAIL 36D

MPDU FASTENER INSTALLATION

TO FOUNDATION

SCALE: 3"=1'-0"

3/16

PRIOR TO

EQUIPMENT INSTALLATION

ITEM 6, 3/4" HEX NUT

RESILIENT MOUNT

ITEM 1

SEE PLAN VIEW 29A EXISTING

TEE BLOCK FLOOR

FUTURE ∅3/4" FLAT HD

COUNTERSUNK CAP SCREW

4X 3/16

14.875

10.625

GRAPHIC SCALE 3"=1'-0"

0 1" 2" 3" 6" 9" 12" 18" 24"

DETAIL 34C

TYPICAL FOUNDATION HOLD DOWN INSTALLATION

TO EXISTING T-BLOCK

SCALE: 3"=1'-0"

∅1" T-BOLT, 4" LG W/ HEX HD NUT

(ITEM 3, 4, 5)

3/8" FDN HOLD DOWN PLATE

SEE DETAIL 34D

EXISTING

TEE BLOCK FLOOR

FOUNDATION MOUNTING SURFACE

SEE NOTE 8 3/16

FRONT

3/16

3334353637383940

3334353637383940

89256D A

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PLAN VIEW 14A

DDG 51 LBES FLIGHT III 0'-0" LEVEL

SCALE: 3/16"=1'-0"

910111213141516

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REDUCED SIZE PRINT

FLT III GTG1H & GTG3H

PLAN VIEW & ISOMETRIC

EHQ10936

ISOMETRIC VIEW 11B

DDG 51 LBES FLIGHT III

GTG FDN ARRANGEMENT

SCALE: NTS

C GTG3H

DDG 51 LAND BASED TEST SITE

GTG3H

GTG1H

L

FLT III PLATFORM

STRUCTURAL COLUMNS

GRAPHIC SCALE 3/16"=1'-0"

C FLT III 23'-4" PLATFORM

STRUCTURAL COLUMNS

REF 5

L

3 2 1

FLT III 23'-4" PLATFORM

STRUCTURAL COLUMNS

REF 5

5'-334"

10'-7" 10'-7"

13'-714"13'-7"

FLT III EQPT ACCESS PLATFORM

INSTALLED AFTER THE GTG

INSTALLATION

REF 6

FRONT OF GTG FDN

FLT III EQPTACCESS PLATFORM

INSTALLED AFTER THE GTG

INSTALLATION

REF 6

DDG 51 EPSW

PLATFORM

NORTH

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REDUCED SIZE PRINT GRAPHIC SCALE 1 1/2"=1'-0"

GRAPHIC SCALE 1/2"=1'-0"

PLAN VIEW 19D

TOP OF FDN

SCALE: 1/2"=1'-0"

FLT III GTG1H & GTG3H

INSTALLATION DETAILS

PLAN VIEW 19B

BOTTOM OF FDN

SCALE: 1/2"=1'-0"

DETAIL 23A

SCALE: 1 1/2"=1'-0"

DETAIL 23C

16 PLACES

SCALE: 1 1/2"=1'-0"

DETAIL 23D

2 PLACES

SCALE: 1 1/2"=1'-0"

ITEM 1 & 2, 1" ANCHOR BOLT

20 PLACES

C W44x230 BEAML

∅7/8" BOLT, 16 PLACES

ITEM 3, 4 AND 5

TORQUE TO 320 FT/LBS

W44x230 I BEAM

W44x230 I BEAM

REF 2

W44x230 I BEAM 1-1/2" PLATE

2 PLACES

SEE DETAIL 23D

∅7/8" BOLT, 8 PLACES

ITEM 3, 4 AND 5

TORQUE TO 320 FT/LBS

1-1/2" PLATE

16 PLACES

SEE DETAIL 23C

C W44x230 BEAML

W44x230 I BEAM

W44x230 I BEAM

DAMMING MATERIAL

SEE INSTALLATION SEQUENCE NOTE 8

3/4" GUSSET PLATES

REF 2

2"

MIN

FRONT METAL DAM

SEE INSTALLATION SEQUENCE NOTE 8

ITEM 6, CHOCKING COMPOUND

SEE GEN NOTE 4 AND 5

PLAN VIEW 19A

0'-0" FLOOR LEVEL

SCALE: 1/2"=1'-0"

1'

2'

TYP

FOAM DAMMING ON 3 SIDES (TYP)

FRONT METAL DAM (TYP)

2"-

4" MAX

CHOCKFAST ITEM 6

X X X X X X X X

X X X X X X X X

SHIM LOCATIONS

16 PLACES

BOLT LOCATION DETAIL 19B & 23A

BOTTOM OF W44x230 FDN BEAM

SEE INSTALLATION SEQUENCE NOTE 5

2" TO

4" MAX

4-1/2"

MIN EMBEDMENT

CONCRETE FLOOR 0'-0" LVL

3'-9716"

1 1/4" NOMINAL

JACKING PAD (4x)

MACHINED SURFACE REF 2

2X 334"

2X 6'-514" 2X 9'-612"

2X 12'-714"

FIELD DRILL 1 1/16"∅ THRU

HOLES FOR ITEM 1 (6 PLACES)

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LIST OF MATERIAL

LIST OF MATERIAL (FOR 1 FDN)

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

1 26

WEDGE EXPANSION ANCHOR FOR CONCRETE, HEX HD,

1-8UNC-2A, 9" LONG, W/ HEX NUT, 4 1/2" MIN

EMBEDMENT, MINIMUM ALLOWABLE LOAD WITH 4 1/2"

EMBEDMENT IN 4000 PSF CONCRETE IS 4670 LBS

TENSION & 8140 LBS SHEAR

CARBON STEEL COMMERCIAL

2 26 WASHER, STRUCTURAL, 1" BOLT SIZE ALLOY STEEL ASTM F436

TYPE 1 USE WITH ITEM 1

3 160 BOLT, HEX HD, 7/8-9UNC-2A, 5.00" LONG ALLOY STEEL ASTM A325

4 160 NUT, 7/8-9UNC-2B ALLOY STEEL ASTM A563

5 160 WASHER, STRUCTURAL, 7/8" BOLT SIZE ALLOY STEEL ASTM F436

TYPE 1

6 -

POURABLE COMPOUND, FOR CHOCKING NON-PRECISELY

ALIGNED EQUIPMENT, INDUSTRIALLY USED UNDER DIESEL

ENGINES, GENERATORS, TURBINES, AND OTHER HEAVY

EQUIPMENT. THE FOLLOWING TECHNICAL ATTRIBUTES

ARE REQUIRED: MIN COMPRESSIVE STRENGTH IS 16,000

PSI, MAX LINEAR SHRINKAGE IS .0003 INCH/INCH, FIRE

RESISTANCE IS SELF EXTINGUISHING, VIBRATION

RESISTANCE TEST PASSED AT 33 CPS @.02 INCH

AMPLITUDE FOR 237,000 CYCLES, PASSED THERMAL

SHOCK RESISTANCE TESTING AT 20° F TO 200° F,

HARDNESS RANGE IS 35-40, SUITABLE FOR EQUIPMENT

OPERATING TEMPERATURE LESS THAN 125° F AND

ROOM TEMP BETWEEN 60°AND 95° F, APPLICATION

POURING LEVEL RANGE OF 1/2" TO 2",

MIN IZOD IMPACT STRENGTH IS 7.2" LBS/INCH, APPROX

CURE TIME NOT GREATER THAN 24 HRS @ 65° F,

POT LIFE NOT LESS THAN 30 MINUTES @ 70° F.

EPOXY BASED

RESIN COMMERCIAL

THIS IS A CAD MAINTAINED DRAWING DEVELOPED

IN AUTOCAD R2013 SOFTWARE. CHANGES SHALL BE

INCORPORATED BY THE DESIGN AUTHORITY

UNDER 12" ±1/8"

12" TO 6'-0" ±1/4"

OVER 6'-0" ±1/2"

DISTRIBUTION STATEMENT D

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT

OF DEFENSE AND U.S. DoD CONTRACTORS ONLY;

CRITICAL TECHNOLOGY, 2/23/2011. OTHER U.S.

REQUESTS SHALL BE REFERRED TO COMMANDER,

NAVAL SEA SYSTEMS COMMAND.

PLAN VIEW 5A

FLT III GTG1H/3H FACILITY

POWER ARRANGEMENT & DETAILS

BUILDING KEY PLAN

SCALE: NONE

REVISION STATUS

REV SH DESCRIPTION

- 1 TITLE SHEET, BUILDING KEY PLAN, REFERENCES, NOTES

- 2 AREA PLAN & ISOMETRIC VIEWS

- 3 EQUIPMENT POWER CIRCUIT ARRANGEMENT

- 4 EQUIPMENT POWER CIRCUIT ARRANGEMENT

- 5 EQUIPMENT POWER CIRCUIT ARRANGEMENT

- 6 EQUIPMENT POWER CIRCUIT ARRANGEMENT

- 7 LIGHTING AND RECEPTACLE CIRCUIT ARRANGMENT

- 8 LIGHTING AND…