EHQ11017_REV_A__APPROVED_FLT_III_GTG_MODLULE_LEAKAGE_MNGMT_DET_(FULL_SIZE).pdf

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.

NAVAL SURFACE WARFARE CENTER, PHILADELPHIA DIVISION

PHILADELPHIA, PA 19112-5083

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

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 1 OF 2

89256D EHQ11017 A

CONTRACT No.

N00178-04-D-4089

OFFICAL SIGNATURE DATE

PREPARED D. Merlino 1/5/16

CHECKED N. Brooks

QA R. Chranowski

PROJ MGR M. Lamberto 1/16/17

APPROVED NSWCCD-SSES

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

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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 C D S S E S D D G

F L T I

II

M O D

IF

IC

A T

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N S E H Q R

.D W G

APPROVED FOR CONSTRUCTION

REVISION STATUS

REV SH DESCRIPTION

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

A 2 PLAN VIEW, DETAILS AND LIST OF MATERIAL

REFERENCES

No. TITLE DRAWING No.

1 FLT III GTG1H & 3H FDN FABRICATION & DETAILS EHQ10894

2 FLT III GTG1H & 3H INSTALLATION DETAILS EHQ10936

A

BUILDING KEY PLAN VIEW 4A

BLDG 77H - DDG 51 LBES FLIGHT III

BUILDING KEY PLAN

SCALE: NONE

201918161514131211

B

D

E

10 2117

CWE LAND BASED TEST SITE

DDG 51 LAND BASED TEST SITE

NORTH

987654321

DDG 51 FLIGHT III GTG MODULE

LEAKAGE CONTAINMENT AREA

FLIGHT III GTG MODULE

LEAKAGE MGMT ARR & DETAILS

DDG 51 LBES, BLDG 77H

EPSW PLATFORM ARRANGEMENT & DETAILS

EHQ105223

1. DEVIATIONS FROM THIS DRAWING ARE NOT PERMITTED WITHOUT APPROVAL

FROM THE NSWCPD CONSTRUCTION MANAGER (CODE 212).

2. DIMENSIONS REFERRING TO THIS NOTE SHALL BE FIELD VERIFIED PRIOR TO

BEGINNING ANY WORK. MINOR DEVIATIONS MAY BE PERMITTED WITH THE

APPROVAL OF THE NSWCPD CONSTRUCTION MANAGER (CODE 212).

3. FLT III GTG MODULE LEAKAGE CURB SHALL BE 4" HIGH.

4. THE INSIDE EDGE OF CURB SHALL BE AT LEAST 6" FROM BASEPLATES. AS

SHOWN IN PLAN VIEW 11A.

5. ALL CURBS SHALL BE INSTALLED AFTER THE GTG'S AND PLATFORMS ARE

INSTALLED.

6. INSTALL CURBS IN APPROXIMATE 20' LONG SECTIONS TO MINIMIZE JOINTS AND

FACILITATE INSTALLATION. ALL NON WELDED JOINTS SHALL BE IN STRAIGHT

SECTIONS OF ANGLE AND SHALL HAVE A 3" LONG x 4" HIGH X 1/4" THICK

BACKING PLATE BOLTED TO INSIDE OF CURB PER DETAIL 14C.

7. CLEAN ALL SURFACES OF DIRT, DEBRIS, OIL, ETC PRIOR TO APPLYING SILICONE

ADHESIVE.

8. 1 1/4" LENGTH TAPCON ANCHORS ARE UTILIZED IN THIS DRAWING. LONGER

LENGTH ANCHORS ARE NOT RECOMMENDED SINCE THERE MAY BE POTENTIAL TO

HIT THE CONCRETE REINFORCEMENT BARS WHEN DRILLING.

9. MISCELLANEOUS MATERIAL NOT INLUDED IN THE MATERIAL LIST SHALL BE

PROVIDED BY THE INSTALLER.

NOTES:

DDG 51 LBES, BLDG 77H

FLT III ACCESS PLATFORM ARRANGEMENT & DETAILS

EHQ105464

10. ALL DESIGN MATERIAL, FABRICATION AND ERECTION SHALL CONFORM TO

ANSI/AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (ASD).

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

CONNECTIONS SHALL CONFORM TO THE AISC STEEL CONSTRUCTION MANUAL,

14TH EDITION.

12. 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.

13. ELECTRODE SPECIFICATION SHALL BE E70XX.

14. INSTALLER SHALL BE RESPONSIBLE FOR VISUAL INSPECTION OF ALL WELDS

BY AN AWS CERTIFIED INSPECTOR.

15. 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 CURB STEEL WITH

TWO COATS OF SAFETY YELLOW PAINT SO THAT CURB IS VISIBLE TO

PERSONNEL.

DDG 51 LBES, BLDG 77H

FLT III 23'-4" PLATFORM ARRANGEMENT & DETAILS

EHQ109465

1/10/17

1/11/17

L. Skarbek 3-1-17

A. Cairns 3-2-17

INCORPORATED USACE COMMENTS OF 4/14/17

AND 4/18/17.

PREPARED: D. MERLINO 4/28/17

CHECKED: R. CHRANOWSKI 4/28/17

QA: N. BROOKS 4/28/17

PROJ MGR: M. LAMBERTO 4/28/17

AALL

TECH REVIEW:

L. Skarbek

PROG MGR:

A. Cairns

5/1/17

5/3/17

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

D A

D

C

B

A

D

C

B

A

FLIGHT III GTG MODULE

LEAKAGE CONTAINMENT ARR

16 17 18

B

C

D

E

D

B

C

D

E

18'-0"

REF

16 17 18

20'-0"

(REF)

20'-0"

(REF)

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

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

EPSW PLATFORM COLUMNS

REF 3

89256

42'-7"

EHQ11017

NORTHPLAN VIEW 11A

DDG 51 FLIGHT III GTG MODULE

LEAKAGE CONTAINMENT ARRANGEMENT

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

41'

GTG 23'-4" LEVEL

PLATFORM COLUMNS

REF 5

DETAIL 15A

CONTAINMENT ANGLE DETAIL

SCALE: NONE

910111213141516

910111213141516

4"

EXISTING SLAB

REINFORCING #5 BAR

@ EW 1-1/2" CLR

TOP & BOTTOM

ITEM 3, SILICONE ADHESIVE

OR EQUAL EACH SIDE

LENGTH OF CURB

1'-3"

APPLY SILICONE ADHESIVE

IN TORTUOUS PATH UNDER ANGLE

AND AROUND ANCHOR HOLES 15

6"

6"

ITEM 1

ITEM 2, ∅1/4"x 1-1/2" L HEX

WASHER HEAD CONCRETE ANCHOR

@36"O.C.

DETAIL 15C

MITERED CORNER WELD

ITEM 1

4"X3"X1/4" ANGLE

6"6"

LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

LF

4"x3"x1/4" ANGLE CARBON STEEL ASTM A36 20 FT LENGTHS

2 65

CONCRETE SCREW ANCHOR, 1/4"x1-1/2"L

HEX WASHER HD, CUTS IT'S OWN THREADS INTO

CONCRETE, REMOVABLE, RATED FOR 1270LBS TENSION

AND 1360LBS SHEAR WHEN INSTALLED IN 4000PSI

CONCRETE WITH 1 1/4" EMBEDMENT

ALLOY STEEL COMMERCIAL

AS

REQD

ADHESIVE SEALANT, ONE COMPONENT 100% SILICONE

RTV RUBBER SEALANT THAT SEALS, BONDS AND

PROTECTS, SUPERIOR ADHESION TO METAL AND

CONCRETE, NEUTRAL CURE SEALANT, NON-CORROSIVE

SILICONE COMMERCIAL

LF

FLAT BAR, 1/4" THICK x 4" HIGH CARBON STEEL ASTM A36 CUT TO SUIT

AS

REQD

BOLT, HX HD, 3/8"-16UNC-2A, 1-1/4" L ALLOY STEEL ASTM A325

AS

REQD

NUT, HX HD, 3/8"-16UNC-2B ALLOY STEEL ASTM A 563

AS

REQD

3/8" WASHER, FLAT, TYPE B, 1" OD ALLOY STEEL ASTM A 500

6"

ITEM 2, ∅1/4"x 1-1/2" HEX WASHER HEAD

CONCRETE ANCHOR @36"O.C. AND WITHIN 2"

OF ALL WELDED AND NON WELDED JOINTS

(TYPICAL)

ITEM 1

SEE DETAIL 15C SEE DETAIL 14C

SEE NOTE 6

A

GTG LOWER LEVEL ACCESS

PLATFORM COLUMNS

REF 4

CONCRETE REINFORCING BARS

NOTE 8

20'

SEE DETAIL 14C

SEE NOTE 6

ITEM 1

ITEM 4

2" MIN2" MIN

DRILL THRU ITEM 4 AND 1

FOR 3/8"∅ BOLT,

ITEM 5, 6 AND 7

SILICONE ADHESIVE

OVER BUTTED JOINT

SILICONE ADHESIVE UNDER PLATE

UNDER AND AROUND BOLT HOLE

AND HARDWARE TO MAKE WATER TIGHT

ITEM 2

DETAIL 14C

TYPICAL BUTTED JOINT PLAN

2"

3"

ITEM 4 3

ITEM 1

ITEM 5, 6 AND 7

CONCRETE FLOOR

4"

3"

APPROVED FOR CONSTRUCTION

A

A

A

A

A