20R4041 Attachment_O_SES-D-00006rB_SURTASS-E SITS INSTALLATION DRAWING.pdf
PDF 1 MB Posted
- Attached to
- SURTASS-E Long Term Federal contract opportunity
- Solicitation number
- N32205-20-R-4041
About this file
This document package includes engineering drawings and specifications for the installation of a Surveillance Towed Array Sensor System-Expeditionary (SURTASS-E) aboard a vessel. The drawings provide details on the fabrication and installation of structural and mechanical components for the SURTASS-E system. Key elements include welding tables specifying location and type of welds, assemblies and subcomponents listed with part numbers, general arrangement drawings showing placement of structures and equipment, and installation details such as fastener types and torque specifications. The related federal contract opportunity solicits offers for the time charter of a vessel capable of towing the SURTASS-E system to support Navy operations worldwide. The fixed-price contract has a one-year base period and multiple option periods totaling 5 years, requiring the contractor to maintain a facility security clearance at the SECRET level.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| N32205-20-R-4041-0001.docx | DOCX document | |
| N32205-20-R-4041 SURTASS-E RFP.docx | DOCX document | |
| 20R4041 Attachment_C_Crew Complement.docx | DOCX document | |
| 20R4041 Attachment_F_Technical Offer Worksheet.SURTASS-E.xlsx | XLSX spreadsheet | |
| 20R4041 Attachment_B_Basic_Pricing_Data.xlsx | XLSX spreadsheet | |
| 20R4041 Attachment_E_PWS.docx | DOCX document | |
| 20R4041 Attachment_N_Clarification and Question Form.docx | DOCX document | |
| 20R4041 Attachment_D_Contract Security Classification Specification (DD254).pdf | ||
| 20R4041 Attachment_H_Department of Labor Wage Determination.pdf | ||
| 20R4041 Attachment_J_Missions Essential Contractor Service Plan (MECSP) Worksheet.docx | DOCX document | |
| 20R4041 Attachment_A_Government Furnished Property (GFP) List.SURTASS-E.xlsx | XLSX spreadsheet | |
| 20R4041 Attachment_I_Disclosure of Lobbying Activities (SFLLL).pdf |
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Text version
APVDDATE
REVISIONS
DESCRIPTIONREV
B 11/01/19REVISED PER ECO#00094 BY S. BAILEY MO
REVISED PER ECO#00086 BY G. DUNN 03/14/19 MOA
03/06/19INITIAL RELEASE ECO#00064 BY P. MOISIUK MO
DISTRIBUTION STATEMENT A
± .5
3S219
BRACKETS ARE IN MILLIMETERS
A
DIMENSIONS SHOWN IN
DIMENSIONS ARE IN INCHES
INCH DIMENSIONED DRAWING.
WORK TO DIMENSIONS SHOWN.
DO NOT SCALE DRAWING.
D
C
B
8 7
INCHES
DRAWING SCALE STATEMENT
5 4
NEXT ASSEMBLY USED ON D
2 1
A
36 5 4
D
C
B
1B
THIRD ANGLE PROJECTION
INTERPRET DRAWING IN ACCORDANCE
WITH ASME Y14.5M
B
DRAWING UNITS
DRAWING HAS BEEN REDUCED.
CAGE CODE 3S219
SES-D-00006
SURTASS-E SITS
APPROVED
CHECKED
ENGINEER
HANOVER, MD 21076
7001 DORSEY ROAD
IF SHEET IS LESS THAN 22" x 34"
ANGLES
TOLERANCES:
APPLICATION
X.XXX
X.XX DECIMAL INCHES
UNLESS OTHERWISE SPECIFIED:
DIMENSIONS ARE IN
X.X
FILLET RADII: TO .03 PREPARED
sloncaric gdunn moneill pmoisiuk
03/05/19
02/04/19
02/04/19
03/06/19
SCALE: 1:40
CAGE CODESIZE DWG NO.
SHEET 1 OF 8
REV
SES-D-00006
BREAK SHARP EDGES: TO .02
DRAWING
CALC WT 22241.4 LBS
SES-D-00026 SURTASS-E SITS
SURTASS-E SITS INSTALLATION
SURFACE FINISH:
DWG NO. SH REV
± .06 ± .03 ± .005
APPROVED FOR PUBLIC RELEASE;
DISTRIBUTION IS UNLIMITED
VOO FWD
ITEM NO. QTY. PART NUMBER PART DESCRIPTION Material
CAGE
CODE/
VENDOR
NOTE NO.
28 4 GS-101 GROUNDING BOSS, 3/8"-16 BOLT, 316L-SS 316L SS 09KA8 12
27 A/R 20211 TORQUE STRIPE, VIBRA-TITE VIZ-TORQUE (ORANGE) --- 3S905 9
26 A/R NMCBT-8 ANTI-SEIZE, NEVER SEEZ MARINERS CHOICE --- 1Y0Z7 8
25 16 --- 3/8-16 x 3.000 HEX HEAD CAP SCREW SS 316 --- 7,8,9
24 16 --- 3/8-16 HEX NUT NYLON LOCKING SS 316 --- 7
23 32 --- WASHER, .406 I.D. X .75 O.D. X .060 THK. 316 SS --- 7
22 28 --- 1/2-13 x 3.750 HEX HEAD CAP SCREW SS 316 --- 7,8,9 21 12 --- 1/2-13 x 4.000 HEX HEAD CAP SCREW SS 316 --- 7,8,9
20 40 --- 1/2-13 HEX NUT NYLON LOCKING SS 316 --- -
19 80 --- WASHER, .562 I.D. X 1.25 O.D. X .062THK. 316 SS --- -
18 A/R --- LAP PLATE, 2.5 X .38 THK. ABS EH36 3S219 10,11
17 A/R --- LAP PLATE, 1.5 X .38 THK. ABS EH36 3S219 10,11
16 1 SES-D-00061 WINCH SITS TEMPLATE WELDMENT --- 3S219 -
15 2 SES-D-00057 FWD PLATFORM STEP ASSEMBLY 3S219 3
14 1 SES-D-00052 AFT CONTAINER PLATFORM ASSEMBLY 3S219 -
13 5 SES-D-00049 CONTAINER FIXTURE ASSEMBLY 3S219 -
12 6 SES-D-00047 SITS CROSS OVER STEP ASSEMBLY 3S219 -
11 4 SES-D-00045 SITS CENTER ACCESS STEP ASSEMBLY 3S219 -
10 3 SES-D-00042 SITS STAIRS ASSEMBLY 3S219 4
9 3 SES-D-00039 CENTER PLATFORM ASSEMBLY 3S219 5,6
8 4 SES-D-00036 SIDE PLATFORM ASSEMBLY 3S219 -
7 2 SES-D-00033 SITS CENTER WALKWAY ASSEMBLY 3S219 -
6 4 SES-D-00031 SITS TRIPLE END BEAM ASSEMBLY 3S219 -
5 2 SES-D-00027 SITS END BEAM ASSEMBLY 3S219 -
4 1 SES-D-00021 MID PLATFORM SITS ASSEMBLY 3S219 -
3 1 SES-D-00016 FWD PLATEFORM SITS ASSEMBLY 3S219 -
2 1 SES-D-00011 STERN CHUTE SITS ASSEMBLY 3S219 -
1 1 SES-D-00007 WINCH SITS ASSEMBLY 3S219 -
NOTES:
THE SHIP'S TRANSOM IS THE DATUM FOR THE LONGITUDINAL LOCATION OF ALL ELEMENTS.1.
THE SHIP'S CENTERLINE IS THE DATUM FOR THE ATHWARTSHIP LOCATION OF ALL ELEMENTS.2.
INSTALL AT NEXT HIGHER ASSEMBLY.3
ALIGN WITH DOOR OPENINGS AT NEXT HIGHER ASSEMBLY.4
ITEM 9 IS USED AS A JIG DURING INSTALLATION.5
USE PINS INCLUDED WITH ITEM 9 IN MOUNTING HOLES DURING INSTALLATION FOR ALIGNEMENT OF ITEM 6. 6
REMOVE PINS AND SECURE AFTER WELDEING ITEM 6.
A CERTIFICATE OF CONFORMANCE (C OF C) THAT ITEM IS IAW THE SPECIFICATION OR PART NUMBER IS 7.
REQUIRED AND SHALL BE PROVIDED. (FOR COTS PARTS ONLY)
APPLY ANTI SIEZE TO THREADS OF ALL STAINLESS STEEL FASTENERS.8.
UNLESS OTHERWISE SPECIFIED, 316 STAINLESS STEEL THREADED FASTENERS SHALL BE TORQUED TO THE 9.
FOLLOWING REQUIREMENTS:
316 STAINLESS STEEL W/LOCKING ELEMENT
.50-13 24 FT-BLS
.438-14 18 FT-LBS
APPLY TORQUE STRIPE TO FASTENERS AFTER TIGHTENING.
LAP PLATES ARE REQUIRED TO BRIDGE A GAP OF 2 INCHES OR LESS BETWEEN THE C-CHANNEL AND THE 10
VOO DECK.
FOR GAPS BETWEEN 0.13 AND I INCH, USE 1.5 INCH LAP PLATE.•
FOR GAPS BETWEEN 1 AND 2 INCHES, USE A 2.5 INCH LAP PLATE.•
LAP PLATES MADE FROM FLAT BAR STOCK. UP TO 224' OF EACH STOCK MAY BE REQUIRED FOR 11.
INSTALLATION.
PREFERRED LOCATIONS FOR ITEM 28 ARE ON VOO STBD SIDE. ALTERNATE LOCATIONS TO PORT MAY BE 12 USED IN EVENT OF LIMITED ACCESS TO STBD INSTALLATION ZONES. GROUNDING BOSSES SHALL NOT
INTERFERE WITH SITS.
6.0
5.5
16.0
22.0
16.5
3.0 1.5
63°
14.50
VOO FWD
IN ORDER TO ACCOMODATE CABLES RUNNING THROUGH
THE GRATING, CUTS WILL NEED TO BE MADE. THE CUTS MAY
VARY FROM VESSEL TO VESSEL. DETAIL VIEWS B AND C
SHOW A TYPICAL INSTALLATION (CUTOUTS SHOWN HASHED
IN DETAIL VIEWS).
A
B
C
TRANSOM
1 6
CL
VOO DECK
2X 7.4
USE ALIGNMENT FEATURE
SEE SHEET 3
2X 240.8
MIN
2X 425.8
MIN
2X 2.5+ .5 .0
82+
101.3
107.3 111.8
52.6
210.2
DETAIL C
SCALE 1 : 12
DETAIL A
SCALE 1 : 12
REF
TRANSOM
2X 1.63
DETAIL B
SCALE 1 : 12
A
D
C
B
8 7
36 5 4
D
2 1
A
36 5 4
D
C
B
1B
3S219 B
SES-D-00006
SCALE: NTS
CAGE CODESIZE DWG NO.
SHEET 2 OF 8
REV
SES-D-00006
CALC WT 24913.1 LBS
DWG NO. SH REV
A
D
C
B
8 7
36 5 4
D
2 1
A
36 5 4
D
C
B
1B
3S219 B
SES-D-00006
SCALE: NTS
CAGE CODESIZE DWG NO.
SHEET 3 OF 8
REV
SES-D-00006
CALC WT 24913.1 LBS
DWG NO. SH REV
SCALE 1 : 6
DETAIL D
TEMPLATES
TO ALIGN
USE FEATURE
REF
AGIANST EACH
OTHER
BUTT TEMPLATES
REF
REF
SCALE 1 : 4
DETAIL H
INTERFACE TEMPLATE WITH
(NOTE: CORNER LOCK MUST
BE IN "OPEN" POSITION)
CORNER LOCK
REF
REF
SCALE 1 : 4
DETAIL E
REF
FRAME WITH HOLES
IN TEMPLATE
ALIGN HOLES IN
REF
SCALE 1 : 2
DETAIL G
23REF
REF 28
20 22
SCALE 1 : 2
DETAIL F
REF
REF
FASTENING
HARDWARE SAME
FOR ITEMS 7, 8, & 14
LEVEL MOUNTING
SURFACE TO +- .13
LEVEL MOUNTING
SURFACE TO +- .25
LEVEL MOUNTING
SURFACES TO +- .13
LEVEL CORNER
LOCKS TO +- .13
LEVEL CORNER
LOCKS TO +- .13 LEVEL CORNER
LOCKS TO +- .13
LEVEL CORNER
LOCKS TO +- .25
A
D
C
B
8 7
36 5 4
D
2 1
A
36 5 4
D
C
B
1B
3S219 B
SES-D-00006
SCALE: NTS
CAGE CODESIZE DWG NO.
SHEET 4 OF 8
REV
SES-D-00006
CALC WT 22241.4 LBS
DWG NO. SH REV
A
D
C
B
8 7
36 5 4
D
2 1
A
36 5 4
D
C
B
1B
3S219 B
SES-D-00006
SCALE: NTS
CAGE CODESIZE DWG NO.
SHEET 5 OF 8
REV
SES-D-00006
CALC WT 3158.9 LBS
DWG NO. SH REV
CL
VOO FWDTRANSOM
A1
A2
A3
A4
A5
A6 B1
B2
B3
B4
B5
B6
B7
B8
B9
B10B11
B12
B13
B14
B15
B16
B17
B18
B19
B20
A7
A8
A9
A10
A11
A12A13
A14
A15
A16
A17
A18
B21
B22
B23
B24
B25
B26
B27
B28
B29
B30 B31
B32
B33
B34
B35
B36
B37
B38
B39
B40 A19
A20
A21
A22
A23
A24
A25
A26
B41
B42
B43
B44 A27
A28 A29
A30 B45
B46
B47
B48
A31
A32 A33
A34
A35
A36
A37
A38
B49
B50
B51
B52
A39
A40
A41
A42A43
A44
A45
A46
B53
B54
B55
B56
A47
A48
A49
A50
A51
A52A53
A54
A55
A56
A57
A58
B57
B58
B59
B60
A59
A60
A61
A62A63
A64
A65
A66
B61
B62
B63
B64
A67
A68
A69
A70
A71
A72
B65
B66
B67
B68B69
B70
B71
B72 B73
B74
B75
B76
B77
B78
A73
A74
A75
A76
B79
B80
B81
B82
B83 B84
A77
A78
A79
A80
C1C2
C3C4
X AND Y DEFINED HERE
FOR CONVENIENCE
D1 D2 D3
D4
D5 D6 D7
D8
X
Y
TAG X LOC Y LOC TYPE WELD TYPE
A1 1172.3 -188.4
TYPE A
SEE SHEET 7
TYPICAL
A2 1172.3 -99.5 TYPICAL
A3 1172.3 -44.5 EXTENDED
A4 1172.3 44.5 EXTENDED
A5 1172.3 99.5 TYPICAL
A6 1172.3 188.4 TYPICAL
A7 914.1 188.4 TYPICAL
A8 914.1 99.5 TYPICAL
A9 914.1 44.5 EXTENDED
A10 914.1 -44.5 EXTENDED
A11 914.1 -99.5 TYPICAL
A12 914.1 -188.4 TYPICAL
A13 869.9 -188.4 TYPICAL
A14 869.9 -99.5 TYPICAL
A15 869.9 -44.5 EXTENDED
A16 869.9 44.5 EXTENDED
A17 869.9 99.5 TYPICAL
A18 869.9 188.4 TYPICAL
A19 611.7 188.4 TYPICAL
A20 611.7 99.5 TYPICAL
A21 611.7 44.5 EXTENDED
A22 611.7 -44.5 EXTENDED
A23 611.7 -99.5 TYPICAL
A24 611.7 -188.4 TYPICAL
A25 551.1 -115.2 TYPICAL
A26 551.1 115.2 TYPICAL
A27 521.8 -115.2 TYPICAL
A28 521.8 115.2 TYPICAL
A29 462.2 115.2 TYPICAL
A30 462.2 -115.2 TYPICAL
A31 432.9 115.2 TYPICAL
A32 432.9 -115.2 TYPICAL
A33 410.4 -129.0 TYPICAL
A34 410.4 -92.5 TYPICAL
A35 410.4 -56.0 TYPICAL
A36 410.4 56.0 TYPICAL
A37 410.4 92.5 TYPICAL
A38 410.4 129.0 TYPICAL
A39 390.4 -129.0 TYPICAL
A40 390.4 -56.0 TYPICAL
TAG X LOC Y LOC TYPE WELD TYPE
A41 390.4 56.0
TYPE A
SEE SHEET 7
TYPICAL
A42 390.4 129.0 TYPICAL
A43 369.9 129.0 TYPICAL
A44 369.9 56.0 TYPICAL
A45 369.9 -56.0 TYPICAL
A46 369.9 -129.0 TYPICAL
A47 349.4 129.0 TYPICAL
A48 349.4 56.0 TYPICAL
A49 349.4 -56.0 TYPICAL
A50 349.4 -129.0 TYPICAL
A51 336.1 -92.5 TYPICAL
A52 336.1 92.5 TYPICAL
A53 322.1 92.5 TYPICAL
A54 322.1 -92.5 TYPICAL
A55 308.9 -129.0 EXTENDED
A56 308.9 -56.0 TYPICAL
A57 308.9 56.0 TYPICAL
A58 308.9 129.0 EXTENDED
A59 288.4 -129.0 EXTENDED
A60 288.4 -56.0 EXTENDED
A61 288.4 56.0 EXTENDED
A62 288.4 129.0 EXTENDED
A63 267.9 129.0 TYPICAL
A64 267.9 56.0 EXTENDED
A65 267.9 -56.0 EXTENDED
A66 267.9 -129.0 TYPICAL
A67 247.9 129.0 TYPICAL
A68 247.9 92.5 TYPICAL
A69 247.9 56.0 EXTENDED
A70 247.9 -56.0 EXTENDED
A71 247.9 -92.5 TYPICAL
A72 247.9 -129.0 TYPICAL
A73 120.5 -88.0 TYPICAL
A74 120.5 88.0 TYPICAL
A75 78.5 88.0 TYPICAL
A76 78.5 -88.0 TYPICAL
A77 32.1 -87.0 TYPICAL
A78 32.1 -55.5 TYPICAL
A79 32.1 55.5 TYPICAL
A80 32.1 87.0 TYPICAL
TAG X LOC Y LOC TYPE WELD TYPE
B1 1158.4 203.1
TYPE B
SEE SHEET 7
EXTENDED
B2 1158.4 173.8 TYPICAL
B3 1158.4 114.1 TYPICAL
B4 1158.4 72.0 TYPICAL
B5 1158.4 29.8 EXTENDED
B6 1158.4 -29.8 EXTENDED
B7 1158.4 -72.0 TYPICAL
B8 1158.4 -114.1 TYPICAL
B9 1158.4 -173.8 TYPICAL
B10 1158.4 -203.1 EXTENDED
B11 928.0 -203.1 EXTENDED
B12 928.0 -173.8 TYPICAL
B13 928.0 -114.1 TYPICAL
B14 928.0 -72.0 TYPICAL
B15 928.0 -29.8 EXTENDED
B16 928.0 29.8 EXTENDED
B17 928.0 72.0 TYPICAL
B18 928.0 114.1 TYPICAL
B19 928.0 173.8 TYPICAL
B20 928.0 203.1 EXTENDED
B21 856.0 203.1 EXTENDED
B22 856.0 173.8 TYPICAL
B23 856.0 114.1 TYPICAL
B24 856.0 72.0 TYPICAL
B25 856.0 29.8 EXTENDED
B26 856.0 -29.8 EXTENDED
B27 856.0 -72.0 TYPICAL
B28 856.0 -114.1 TYPICAL
B29 856.0 -173.8 TYPICAL
B30 856.0 -203.1 EXTENDED
B31 625.6 -203.1 EXTENDED
B32 625.6 -173.8 TYPICAL
B33 625.6 -114.1 TYPICAL
B34 625.6 -72.0 TYPICAL
B35 625.6 -29.8 EXTENDED
B36 625.6 29.8 EXTENDED
B37 625.6 72.0 TYPICAL
B38 625.6 114.1 TYPICAL
B39 625.6 173.8 TYPICAL
B40 625.6 203.1 EXTENDED
B41 536.5 129.1 TYPICAL
B42 536.5 101.3 TYPICAL
TAG X LOC Y LOC TYPE WELD TYPE
B43 536.5 -101.3
TYPE B
SEE SHEET 7
TYPICAL
B44 536.5 -129.1 TYPICAL
B45 447.5 -129.1 TYPICAL
B46 447.5 -101.3 TYPICAL
B47 447.5 101.3 TYPICAL
B48 447.5 129.1 TYPICAL
B49 399.9 112.4 TYPICAL
B50 399.9 72.6 TYPICAL
B51 399.9 -72.6 TYPICAL
B52 399.9 -112.4 TYPICAL
B53 359.9 -112.4 TYPICAL
B54 359.9 -72.6 TYPICAL
B55 359.9 72.6 TYPICAL
B56 359.9 112.4 TYPICAL
B57 298.4 112.4 TYPICAL
B58 298.4 72.6 TYPICAL
B59 298.4 -72.6 TYPICAL
B60 298.4 -112.4 TYPICAL
B61 258.4 -112.4 TYPICAL
B62 258.4 -72.6 TYPICAL
B63 258.4 72.6 TYPICAL
B64 258.4 112.4 TYPICAL
B65 222.0 -100.5 TYPICAL
B66 222.0 -15.5 TYPICAL
B67 222.0 15.5 TYPICAL
B68 222.0 100.5 TYPICAL
B69 183.5 100.5 TYPICAL
B70 183.5 15.5 TYPICAL
B71 183.5 -15.5 TYPICAL
B72 183.5 -100.5 TYPICAL
B73 145.0 -100.5 TYPICAL
B74 145.0 -15.5 TYPICAL
B75 145.0 15.5 TYPICAL
B76 145.0 100.5 TYPICAL
B77 134.5 88.0 TYPICAL
B78 134.5 -88.0 TYPICAL
B79 64.5 -88.0 TYPICAL
B80 64.5 88.0 TYPICAL
B81 48.1 87.0 TYPICAL
B82 48.1 55.5 TYPICAL
B83 48.1 -55.5 TYPICAL
B84 48.1 -87.0 TYPICAL
TAG X LOC Y LOC TYPE WELD TYPE
C1 16.1 -71.3
TYPE C
SEE SHEET 7
TYPICAL
C2 5.1 -71.3 TYPICAL
C3 16.1 71.3 TYPICAL
C4 5.1 71.3 TYPICAL
D1 50.0 -111.0
TYPE D
SEE SHEETS 6&7
TYPICAL
D2 137.6 -112.0 TYPICAL
D3 225.8 -124.0 TYPICAL
D4 370.1 -66.1 TYPICAL
D5 50.0 111.0 TYPICAL
D6 137.6 112.0 TYPICAL
D7 225.8 124.0 TYPICAL
D8 370.1 70.9 TYPICAL
R24.0
24.0
17.3
20.5
10.4 6.6
23.7
24.0
R24.0 19.5 16.3
17.3
20.5
11.1 5.4
1.6 11.0 18.0 21.8
23.7 23.6
24.0
R24.0 20.5
17.3
16.3
19.5
11.1 5.4
1.6 11.0 18.0 21.8
23.7 23.6 24.0 R24.0
8.4
6.7 13.7
24.0 24.0
24.0 R24.0
6.7 13.7
13.3
24.0 24.0
R24.0
24.0
16.8
.3 7.3
24.0 24.0
R24.0
24.0
17.3
20.5
6.6 10.4
23.7
R24.0
24.0
16.8
.3 7.3
24.0 24.0
HATCHED AREAS IN DETAIL VIEWS SHOW ACCEPTABLE INSTALLATION ZONES FOR ITEM 28 (GROUNDING BOSSES). IT IS RECOMMENDED THAT THE GROUNDING BOSSES ARE INSTALLED AFTER THE SITS C-CHANNEL SECTIONS TO ENSURE THE GROUNDING LUGS DO NOT INTERFERE WITH THE SITS. SEE SHEET 5 FOR LOCATIONS RELATIVE TO THE VOO.
DETAIL J
SCALE 1 : 16
D2
DETAIL I
SCALE 1 : 16
D1
DETAIL M
SCALE 1 : 16
D5
CL
VOO FWDTRANSOM
A
D
C
B
8 7
36 5 4
D
2 1
A
36 5 4
D
C
B
1B
3S219 B
SES-D-00006
SCALE: NTS
CAGE CODESIZE DWG NO.
SHEET 6 OF 8
REV
SES-D-00006
CALC WT 3158.9 LBS
DWG NO. SH REV
DETAIL P
SCALE 1 : 16
D8
DETAIL L
SCALE 1 : 16
D4
DETAIL K
SCALE 1 : 16
D3
DETAIL N
SCALE 1 : 16
D6
DETAIL O
SCALE 1 : 16
D7
6.0
3.00 MIN 3.00 MIN
3.00 MIN
3.00 MIN
3.00 MIN
3.00 MIN
A
D
C
B
8 7
36 5 4
D
2 1
A
36 5 4
D
C
B
1B
3S219 B
SES-D-00006
SCALE: NTS
CAGE CODESIZE DWG NO.
SHEET 7 OF 8
REV
SES-D-00006
CALC WT 17.5 LBS
DWG NO. SH REV
X
POINT LOCATED
BY TABLE ON SHEET 5 BLAST DECK
TO BARE METAL
Y
.75
X
POINT LOCATED
BY TABLE ON SHEET 5
Y
BLAST DECK
TO BARE METAL
TYPE A
7.00
13.50
X
POINT LOCATED
BY TABLE ON SHEET 5
Y
BLAST DECK
TO BARE METAL
TYPE B
7.00
13.50
X
Y
BLAST DECK
TO BARE METAL
POINT LOCATED
BY TABLE ON SHEET 5
TYPE C
7.00
60.00
TYPE D
UP TO 2.00
MAX
UP TO 2.00
MAX
3.00 TYP
9.50 TYP
3.0 TYP
7.50
UP TO 2.00
MAX
VOO DECK
VOO DECK
TYPICAL LAP PLATE WELD DETAIL 10
VOO DECK
VOO DECK
VOO DECK
VOO DECK
1/4
TYP
1/4
TYP
SES-D-00009
LAP PLATE
ITEM 17 OR 18
STERN CHUTE LAP PLATE WELD DETAIL 10
3.0 TYP
9.5 TYP
1/4
TYP
1/4
TYP
SES-D-00030
LAP PLATE
ITEM 17 OR 18
3.0 TYP
7.50
A
D
C
B
8 7
36 5 4
D
2 1
A
36 5 4
D
C
B
1B
B
SES-D-00006
SCALE: NTS
CAGE CODESIZE DWG NO.
SHEET 8 OF 8
REV
SES-D-00006
CALC WT 20.0 LBS
DWG NO. SH REV
3S219
TYPICAL GROUNDING BOSS
WELD DETAIL
GS-101
3/16
TYP
.38
SES-D-00030
LAP PLATE
ITEM 17 OR 18
EXTENDED LAP PLATE WELD DETAIL 10
(13.5)
FULL LENGTH LAP PLATE
SES-D-00009
STERN CHUTE WELD DETAIL
(NO LAP PLATE)
.38
ITEM 17
1.50
ITEM 18
2.50
TYPICAL WELD DETAIL
(NO LAP PLATE)
SES-D-00030
1/4
TYP
1/4
TYP
1/4 3"-9.5"
TYP
1/4 3"
TYP
File details come from the government source that posted it. Updated .