EHQ10891_REV_A_APPROVED_FLT_III_HV_SHORE_PWR_FDN_AD_(FULL_SIZE).pdf

REFERENCES

No. TITLE DRAWING No.

DDG 51 LAND BASED ENGINEERING SITE

FLIGHT III EQUIPMENT ARRANGEMENT

EHQ10517

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

DDG 51 FLIGHT III

BUILDING KEY PLAN

SCALE: NONE

REVISION STATUS

REV SH DESCRIPTION

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

A 2 KEY PLAN & ISOMETRIC

A 3 EQPT & FDN ARRANGEMENT PLAN AND ELEV

A 4 FDN ARRANGEMENT PLAN VIEW & DETAILS

A 5 LIST OF MATERIAL

DDG 51 LAND BASED TEST SITE, BUILDING 77H

FLIGHT III HV SHORE POWER

FDN ARRANGEMENT & DETAILS

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 1 OF 5

89256D EHQ10891 A

CONTRACT No.

N00178-04-D-4089

OFFICIAL SIGNATURE DATE

PREPARED D. Merlino 1/20/16

CHECKED

QA

PROJ MGR 2/12/16

APPROVED NSWCPD

TECH REVIEW

PROG MGR

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 A C A D F

IL

E N

A M E A C A D E

H P 1/ A C A D N

S W C P D D D G

M O D

IF

IC

A T

IO

N S E H Q R .D W G

NORTH

SHORE TERMINAL BOX, P/N 3634-03

1000 AMP, 4160 VOLT

US PIONEER 12474

SEE PLAN VIEW 14A

NAVAL SURFACE WARFARE CENTER, PHILADELPHIA DIVISION

PHILADELPHIA, PA 19112-5083

DDG51 FLT III POWER CONVERSION SITE

NOTES:

1. DEVIATIONS FROM THIS DRAWING ARE NOT PERMITTED WITHOUT APPROVAL

FROM THE NSWCPD CONSTRUCTION MANAGER (CODE 212) AND NDI ENGINEERING

CO.

2. DESIGN, DETAILING AND FABRICATION OF ALL WELDED AND BOLTED

CONNECTIONS SHALL CONFORM TO THE AISC STEEL CONSTRUCTION MANUAL,

13TH EDITION.

3. FABRICATION, WELDING AND INSPECTION SPECIFIED ON THIS DRAWING SHALL

BE IN ACCORDANCE WITH AWS STRUCTURAL WELDING CODE D1.1. NSWCPD

PROGRAM OFFICE RESERVES THE RIGHT TO INSPECT SHOP FABRICATION PRIOR

TO SHIPMENT.

4. ELECTRODE SPECIFICATION SHALL BE E70XX.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VISUAL INSPECTION OF ALL WELDS

BY AN AWS CERTIFIED INSPECTOR.

6. ALL STEEL SHALL BE CLEANED AND THEN PAINTED WITH AN ANTI-CORROSION

PRIMER UPON COMPLETION OF ALL WELDING AND WELD INSPECTION. FIELD

WELD ON STRUCTURAL MEMBERS SHALL BE CLEANED, WASHED WITH WATER

AND COATED WITH AN ANTI-CORROSION PRIMER. FINISH ALL FOUNDATION

STEEL WITH TWO COATS OF LIGHT GRAY (ANSI 61) PAINT UNLESS OTHERWISE

INDICATED.

7. ENSURE FLOOR IS FLAT FOR FOUNDATION STEEL INSTALLATION. SHIM IF

APPROX ONE FOOT LOWER REQUIRED.

8. RELOCATE RECEPTACLE, JUNCTION BOX, ASSOCIATED CONDUIT, MISC STEEL

CHANNELS, AND AIR LINE TO ADJACENT COLUMN AREA SO THEY WILL CLEAR

EAST SIDE OF COLUMN B-23 TO ALLOW INSTALLATION OF THE HV SP

TERMINAL BOX. SEE PLAN VIEW 22A.

9. TO ACCOMPLISH THE ARRANGEMENT SHOWN IN ELEVATION 19C FOR THE HV SP

TERMINAL BOX (ITEM 14), (2) EXISTING CABLE PASSAGE FITTINGS WILL

REQUIRE REMOVAL AND REPLACEMENT WITH (2) OF (4) CONDUIT NIPPLES

SHOWN. (2) ADDITIONAL CONDUIT NIPPLES WILL REQUIRE INSTALLATION TO

PROVIDE A TOTAL OF (4) AS SHOWN IN ELEVATION 19C. IF NECESSARY, A 1/8"

THICK CARBON STEEL PLATE CAN BE BOLTED TO THE SIDE OF THE HV SP

TERMINAL BOX TO CLOSE ANY UNUSED OPENINGS PRIOR TO INSTALLATION OF

THE CONDUIT NIPPLES. CONDUIT NIPPLES SHALL BE INSTALLED FROM MIDPOINT

OR LOWER INTO THE HV SP TRANSITION BOX TO ACHIEVE REQUIRED SPACE

AVAILABLE FOR ANY FUTURE CABLE SPLICES IN THE HV SP TRANSITION BOX.

VERIFY ELECTRICAL CONTINUITY OF THE HV SP TERMINAL BOX PARTS. ANY

NEW PLATES ADDED SHALL BE PAINTED TO MATCH EXISITING ENCLOSURE.

10. THE HV SHORE POWER TRANSITION BOX (ITEM 15) SHALL HAVE IT'S EXISTING

OPENING IN BACK REAR COVERED BY A BOLTED IN PLACE 1/8" THICK CARBON

STEEL COVER PLATE. THE EXISTING TOP OF BOX OPENINGS SHALL BE

TEMPORARILY COVERED WITH DUCT TAPE OR EQUAL TO KEEP DEBRIS FROM

ENTERING UNTIL PERMANENT CABLING IS INSTALLED IN THE FUTURE. COVER

PLATE SHALL BE PAINTED TO MATCH EXISTING HV SP TRANSITION BOX

ENCLOSURE. VERIFY ELECTRICAL CONTINUITY BETWEEN NEW COVER PLATE AND

ENCLOSURE.

11. ANY ITEM REFERRED TO IN THIS DRAWING IS FOUND IN THE LIST OF MATERIAL

IN THIS DRAWING.

FLT III POWER CONVERSION SITE

CONTROL ROOM

272625242322212019

B

R. Chranowski 2/4/16

M. Lamberto

N. Silva

A. Cairns

3/18/16

3/20/16

INCORPORATED USACE COMMENTS OF 4/14/17

AND 4/18/17.

PREPARED: D. MERLINO 4/25/17

CHECKED: R. CHRANOWSKI 4/28/17

QA: S. VAIDICH, PE 5/15/17

PROJ MGR M LAMBERTO 5/16/17

AALL

STEPHEN N VAIDICH, PE

PA # 021788-E

NDI ENGINEERING CO

TECH REVIEW

T. CHECCHIO 5/15/17

PROG MGR

A. CAIRNS 5/16/17

A

KEY PLAN & ISOMETRIC

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

89256D EHQ10891 A

D

C

B

A

D

C

B

A

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

D

C

B

A

D

C

B

A

1718192021222324

1718192021222324

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

D

C

B

A

D

C

B

A

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

89256D EHQ10891 A

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B

A

D

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B

A

LIST OF MATERIAL

3334353637383940

3334353637383940

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