EHQ10936_REV_A_APPROVED_FLT_III_GTG1H_and_3H__INSTALLATION_(FULL_SIZE).pdf

A

REFERENCES

No. TITLE DRAWING No.

UNDER 12" ±1/8"

12" TO 6'-0" ±1/4"

OVER 6'-0" ±1/2"

PLAN VIEW 4A

BLDG 77H - DDG 51 LBES FLIGHT III

BUILDING KEY PLAN

SCALE: NONE

REVISION STATUS

REV SH DESCRIPTION

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

A 2 PLAN VIEW AND ISOMETRIC VIEWS

A 3 INSTALLATION DETAILS

A 4 LIST OF MATERIAL

NAVAL SURFACE WARFARE CENTER, PHILADELPHIA DIVISION

PHILADELPHIA, PA 19112-5083

DDG 51 LAND BASED ENGINEERING SITE (LBES), BUILDING 77H

FLIGHT III EQUIPMENT INSTALLATION

TITLE

FLT III GTG1H & GTG3H FDN

INSTALLATION DETAILS

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 1 OF 4

89256D EHQ10936 A

CONTRACT No.

N00178-04-D-4089

OFFICAL SIGNATURE DATE

PREPARED D. Merlino 6/13/16

CHECKED M. Dunn

QA R. Chranowski

PROJ MGR M. Lamberto

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

DO NOT SCALE DRAWING

REVISION HISTORY

DESCRIPTIONREVZONE DATE APPROVED

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 G

T G 1H

G

T G H I N S T A L L A T

IO

N D

E T E H Q R

.D W G

D

C

B

A

D

C

B

A

201918161514131211

12345678

12345678

B

D

E

10 21 22 23 24 25 26 27 2817

FLT III GTG1H & GTG3H FDN

SEE PLAN VIEW 14A

CWE LAND BASED TEST SITE

DDG 51 LAND BASED TEST SITE

NORTH

DDG 51 LBES, BLDG 77H

FLIGHT III EQUIPMENT ARRANGEMENT

EHQ10517

THIS IS A CAD MAINTAINED DRAWING DEVELOPED

IN AUTOCAD R2013 SOFTWARE. CHANGES SHALL BE

INCORPORATED BY THE DESIGN AUTHORITY

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.

GENERAL NOTES:

DDG 51 LBES, BLDG 77H

FLIGHT III GTG1H & GTG3H FABRICATION DETAILS

EHQ10894

1. DEVIATIONS FROM THIS DRAWING ARE NOT PERMITTED WITHOUT

APPROVAL FROM THE NSWCPD CONSTRUCTION MANAGER (CODE 212) AND

NDI ENGINEERING CO.

2. THE GTG FOUNDATION LIFTING PADEYES (REF 2) ARE DESIGNED FOR LIFT

OF THE FOUNDATION ONLY. (SEE REF 2 FOR FDN WEIGHT)

3. ANY OTHER RIGGING DEVICES REQUIRED FOR LIFTING THE FOUNDATION

SHALL BE SUPPLIED BY THE INSTALLER. RIGGING DEVICES REQUIRED FOR

LIFTING THE GAS TURBINE GENERATOR SHALL BE SUPPLIED BY THE

INSTALLER.

4. SEE MANUFACTURER'S TECHNICAL BULLETIN FOR OTHER MATERIALS

REQUIRED FOR THE INSTALLATION OF CHOCKING COMPOUND NOT NOTED IN

THE LIST OF MATERIAL.

5. CHOCKING COMPOUND USED FOR LEVELING THE FOUNDATION TO THE FLOOR

SHALL BE APPLIED IN ACCORDANCE WITH TECHNICAL BULLETIN.

INSTALLATION NOTES:

1. INSTALLER SHALL INSTALL THE GTG ATOP THE MOUNTING PLATES AND

SECURE PER SHEET 3.

2. LOCATE FOUNDATION & GTG IN ACCORDANCE WITH SHEET 2.

3. MARK LOCATION OF ANCHOR BOLT HOLES TO BE DRILLED INTO THE

CONCRETE.

4. THE REMOVABLE VERTICAL JACKING PADS, PLAN VIEW 19B ARE DESIGNED

FOR VERTICAL LIFT OF THE COMBINED GENERATOR SET AND FOUNDATION.

EACH PAD HAS A DESIGN CAPACITY OF 31,500 LBS VERTICAL. ALL FOUR

(4) PADS SHALL BE USED AND LOADED EQUALLY, DURING VERTICAL

JACKING.

5. DRILL ANCHOR BOLT HOLES IN CONCRETE. RAISE FOUNDATION ENOUGH TO

ALLOW DRILLING OF HOLES IN CONCRETE.

6. LOWER FOUNDATION AND SHIM SUCH THAT THE MOUNTING PLATES ON

THE TOP OF THE FOUNDATION ARE LEVEL IN THE TRANSVERSE AND

LONGITUDINAL DIRECTIONS. THE NOMINAL SHIM HEIGHT IS 1 1/4" ABOVE

CONCRETE. LOCATE SHIMS BETWEEN CHOCKS AS SHOWN ON SHEET 3.

7. INSTALL ANCHOR BOLTS HAND TIGHT. NOTE ANCHOR BOLTS MUST BE

COATED WITH RELEASE AGENT IN THE AREA THAT WILL CONTACT

CHOCKING COMPOUND - BETWEEN THE FOUNDATION BASE PLATE AND THE

CONCRETE.

8. CHOCKS SHALL BE LOCATED AROUND EACH ANCHOR BOLT AS INDICATED

ON SHEET 3.

9. CLEAN ALL SURFACES THAT THE CHOCKING COMPOUND WILL CONTACT.

10. INSTALL DAMMING MATERIAL IN ACCORDANCE WITH GUIDELINES IN

MANUFACTURER'S TECHNICAL BULLETIN. NOTE THAT CHOCK WILL REST ON

CONCRETE, NOT STEEL. FRONT DAM (ANGLE IRON) SHALL BE PLACED ON

THE CONCRETE ATOP PUTTY OR STRIP CAULK.

11. SPRAY RELEASE AGENT ON FRONT DAM INSIDE FACE AND ON ANY AREAS

WHERE SPILL OF CHOCKING COMPOUND IS EXPECTED.

12. MIX CHOCKING COMPOUND AND POUR FROM ONE CORNER IN EACH OF THE

FORMED AREAS IN ACCORDANCE WITH MANUFACTURER'S TECHNICAL

BULLETIN AND SHEET 3.

13. AFTER POURING ALL 20 CHOCKS, ALLOW TO CURE FOR 48 HOURS.

14. AFTER CURING, TORQUE ANCHOR BOLTS TO 150 FT-LBS.

3 ROLLS-ROYCE GENERATOR SET INSTALLATION, AG9160RF NMM110000

DDG 51 LBES, BLDG 77H

FLIGHT III GTG1H & GTG3H FOUNDATION ANALYSIS

EHQ10935

7/19/16

DDG 51 LBES, BLDG 77H

FLIGHT III GTG 23'-4" LEVEL PLATFORM ARR AND DETAILS

EHQ10946

7/25/16

7/29/16

DDG 51 LBES, BLDG 77H

FLIGHT III EQPT PLATFORM ARR

EHQ10546

L. SKARBEK 1/6/17

A. CAIRNS 1/9/17

INCORPORATED USACE COMMENTS OF 4/14/17,

4/18/17 AND 5/8/17.

PREPARED: R. FOX 5/3/17

CHECKED: M. DUNN 5/3/17

QA: S. VAIDICH 5/3/17

PROJ MGR: M. LAMBERTO 5/3/17

AALL

STEPHEN N VAIDICH, PE

PA# 021788-E

NDI ENGINEERING CO.

TECH REVIEW

L. SKARBEK

PROG MGR

A. CAIRNS

5/15/2017

5/15/2017

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

89256D A

D

C

B

A

D

C

B

A

PLAN VIEW 14A

DDG 51 LBES FLIGHT III 0'-0" LEVEL

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

910111213141516

910111213141516

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'-3

10'-7" 10'-7"

13'-7 "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

SCALE : AS NOTED SHEET 3

89256D EHQ10936 A

D

C

B

A

D

C

B

A

1718192021222324

1718192021222324

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

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)

" 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

" TO

" MAX

4-1/2"

MIN EMBEDMENT

CONCRETE FLOOR 0'-0" LVL

3'-9

1 1/4" NOMINAL

JACKING PAD (4x)

MACHINED SURFACE REF 2

2X 3

2X 6'-5

2X 9'-6

2X 12'-7

"FIELD DRILL 1 1/16"∅ THRU

HOLES FOR ITEM 1 (6 PLACES)

SCALE : AS NOTED SHEET 4

89256D EHQ10936 A

D

C

B

A

D

C

B

A

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

2526272829303132

2526272829303132