80KSC021R0022 Amendment 0002 with Attachments.pdf

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Attached to
Mobile Launcher 1 Modifications for Artemis II and Emergency Egress System Installation
Solicitation number
80KSC02R0022
Issued by

About this file

This document provides details for a federal solicitation regarding modifications to Mobile Launcher-1 at Kennedy Space Center. The solicitation seeks proposals to modify Mobile Launcher-1 for NASA's Artemis II mission and install an emergency egress system. Key work includes structural changes to add egress system platforms and relocate facilities, installing ground cooling, fire detection and suppression systems, and developing new electrical cables for critical systems to enable safe astronaut launch. Interested vendors must request controlled documents by email from identified points of contact, including their CAGE and/or Joint Certification Program certification number. The points of contact will verify the vendor's approved certification and provide documents via file transfer. The selected contractor will perform all necessary labor, equipment, materials and activities to complete the proposed modifications and system installation at Kennedy Space Center, Florida.

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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

STANDARD FORM 30 BLOCK 14 CONTINUATION PAGE 80KSC021R0022

Amendment 0002

B) Update solicitation Standard Form 1442 cover page; see attached “Slip Pages,” 3 pages attached.

C) Add “Additional Drawings Combined,” 1 page w/ 10 drawings attached.

D) Update Section J.1 List of Attachments; see attached “Slip Pages,” 3 pages attached.

E) Add Attachment J-G “Section C.2(b) Mandatory Inspection Point (MIP) and Coating Specification Corrections,” 11 pages attached.

F) Update solicitation section C.2 paragraph (b); see attached "Slip Page," 3 pages attached.

G) Provide Government answers to submitted questions; see attached "80KSC021R0022 Questions & Answers," 8 pages attached.

Note: A conformed copy of the full solicitation (77 pages) is attached to this amendment.

///End of Block 14. DESCRIPTON OF AMENDMENT/MODIFICATION///

80KSC021R0022 Section J Attachments Combined In This File:

TITLE

K0000064527D K0000081624d_drw K0000084673_redlines K0000084673d_drw K0000108012D

K0000144040 SKA-02

K0000157311d_drw K0000159062d_drw K0000159242d_drw ML Installation Details - LHAP Handrails

C

AA

B

A

D

E

F

G

H

ORIGINAL DATE OF DRAWING

(YYYY/MM/DD)

DRAFTSMAN CHECKER

CHECKER

STRESSENGINEER

ENGINEER

SUBMITTED

APPROVED

REVCAGE CODE

SCALE UNIT WEIGHT SHEET

DWG NOSIZE

OF

SOFTWARE

FILENAME

MATERIAL

HEAT TREATMENT

FINAL PROTECTIVE FINISH

R

V S

T

W

N

O

KSC FORM 21-8 NS (OM) 07/15 (1.0) PREVIOUS EDITIONS ARE OBSOLETE. Validate prior to use.

NOTICE - WHEN GOVERNMENT DRAWINGS, SPECIFICATIONS, OR OTHER DATA ARE USED FOR

ANY PURPOSE OTHER THAN IN CONNECTION WITH A DEFINITELY RELATED GOVERNMENT

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

CONVEYING ANY RIGHTS OR PERMISSION TO MANUFACTURE, USE, OR SELL ANY PATENTED

INVENTION THAT MAY IN ANY WAY BE RELATED THERETO.

(165-9/16)

47-9/16

(42)

1/4 STK

17-11/16

98-7/8

162-11/16

1/4

1/4 STK 1/4 STK

50-13/16DETAIL D

DETAIL G

DETAIL L

DETAIL L

SCALE .188

EAR CONTROLLED NOTICE

THIS DOCUMENT IS WITHIN THE PURVIEW OF THE EXPORT ADMINISTRATION REGULATIONS

(EAR), 15 CFR PARTS 730-774, AND IS EXPORT CONTROLLED. IT MAY NOT BE TRANSFERRED

TO FOREIGN NATIONALS IN THE U.S. OR ABROAD WITHOUT SPECIFIC APPROVAL OF A

KNOWLEDGEABLE NASA EXPORT CONTROL OFFICIAL, AND/OR UNLESS AN EXPORT LICENSE

OR LICENSE EXCEPTION IS OBTAINED/AVAILABLE FROM THE BUREAU OF INDUSTRY AND

SECURITY, UNITED STATES DEPARTMENT OF COMMERCE. VIOLATIONS OF THESE REGULATIONS

ARE PUNISHABLE BY FINE, IMPRISONMENT, OR BOTH.

6G

7B

5B

7D

6B

3A4B

4B

4B

REF

REF 21

1X

13X

AR

DETAIL D

PARTS LIST

QTY ZONE

FIND NO

OR

ITEM NO

MFR

CODE PART OR STOCK NO DESCRIPTION STOCK SIZE MATERIAL SPEC FINISH

CODE UNIT WT

38 1 22264 K0000084673-A001 ANGLE L7 X 4 X 1/2 ASTM A36

1 2 22264 K0000084673-A002 ANGLE L5 X 5 X 1/2 ASTM A36

AR 3 22264 K0000084673-G001 GRATING, FLOOR W-19-4 X 1 1/2 ASTM A1011

CS TYPE B

2 4 22264 K0000084673-M001 BEAM W8 X 35 ASTM A992

2 5 22264 K0000084673-M002 BEAM W8 X 35 ASTM A992

4 6 22264 K0000084673-M003 BEAM W8 X 35 ASTM A992

1 7 22264 K0000084673-P001 PLATE 1/4 THK UNS K02303, GR 50

ASTM A572

2 8 22264 K0000084673-P002 PLATE 1/4 THK UNS K02303, GR 50

1 9 22264 K0000084673-P003 PLATE 1/4 THK UNS K02303, GR 50

24 10 22264 K0000084673-P004 PLATE 1/4 THK UNS K02303, GR 50

1 11 22264 K0000084673-P005 PLATE 1/4 THK UNS K02303, GR 50

2 12 22264 K0000084673-P007 PLATE 1 THK UNS K02303, GR 50

1 14 22264 K0000084673-P009 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

ASTM A53, GR B

2 15 22264 K0000084673-P010 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

13 16 22264 K0000084673-P011 PIPE PIPE SCH 80 X 2 1/2 UNS K03005, STEEL

10 17 22264 K0000084673-P012 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

1 18 22264 K0000084673-P013 PIPE PIPE SCH 40 X 2 1/2

UNS K03005, STEEL

1 19 22264 K0000084673-P014 PIPE PIPE SCH 40 X 2 1/2

2 20 22264 K0000084673-P015 PIPE PIPE SCH 40 X 2 1/2

1 21 22264 K0000084673-P016 PIPE PIPE SCH 40 X 2 1/2

1 22 22264 K0000084673-P017 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

2 23 22264 K0000084673-P018 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

2 24 22264 K0000084673-P019 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

1 25 22264 K0000084673-P020 PIPE PIPE SCH 80 X 2 1/2 UNS K03005, STEEL

1 26 22264 K0000084673-P021 PIPE PIPE SCH 80 X 2 1/2 UNS K03005, STEEL

4 28 22264 K0000084673-P023 PIPE PIPE SCH 80 X 2 1/2 UNS K03005, STEEL

1 29 22264 K0000084673-P024 PIPE PIPE SCH 80 X 2 1/2 UNS K03005, STEEL

JOHN F. KENNEDY SPACE CENTER, NASA

KENNEDY SPACE CENTER, FLORIDA

LOWER HINGE ACCESS

PLATFORM

E 22264 K0000084673 B .062 5291.28 1 2

06/11/2014

P.J. FOWKS D. J. BAKER

J. J. TAYLOR K. A. KRAMER

V. J. WARD W. YU

K. C. MALONEY

J. E. PORTA

A. C. LITTLEFIELD

UNLESS OTHERWISE SPECIFIED DIM ARE

IN INCHES. INTERPRET DIM AND TOL PER

ASME Y14.5-2009. TOLERANCES ON:

FRACTIONS DECIMALS ANGLES

1/16 1 PL .1 1 PL .5

2 PL .01

3 PL .001

THIRD ANGLE PROJECTION

NEXT ASSY USED ON

APPLICATION

CAD MAINTAINED.

CHANGES SHALL BE INCORPORATED

ONLY BY THE DESIGN ACTIVITY.

CREO PARAMETRIC 4.0

K0000084673D

NOTED

NONE

K

REVISION HISTORY

REV DESCRIPTION DATE APPROVAL

A SEE D-CN-64968. 2020/02/07 A.G. DOKOS

B SEE D-CN-74748. 2021/03/08 A.G. DOKOS

NOTES:

GENERAL

1A. REMOVE SCALE AND BURRS AND BREAK SHARP CORNERS AND EDGES.

1B. COPE AND MITER ALL PIPE AS REQUIRED.

1C. INTERPRET THIS DRAWING PER ASME Y14.100-2013 "ENGINEERING DRAWING PRACTICES".

MACHINING

2A. UNLESS OTHERWISE SPECIFIED, ALL MACHINED SURFACES SHALL BE

125 MICRO-INCHES OR BETTER.

2B. UNLESS OTHERWISE SPECIFIED, ALL UNDIMENSIONED MACHINED INSIDE

RADII .010 MAXIMUM.

MATERIAL

3A STEEL GRATING SHALL BE W-19-4 (1 1/2 X 3/16 BAR) AND BANDED WITH LOAD

BANDING PER ANSI/NAAMM MBG 531. GRATING SHALL BE HOT DIPPED

GALVANIZED, AFTER FABRICATION, PER ASTM A123.

WELDING

4A. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE

AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL

STEEL BUILDINGS (AISC 303-10).

4B STEEL GRATING SHALL BE WELDED TO SUPPORTING STEEL WITH 3/16 X 2 FILLET WELDS

SPACED 6" ON CENTER EVERY 5TH BEARING BAR. WELD TYPE IS CLASS C.

4C SEAL WELD OPEN ENDS OF ROUND WITH 1/4" CLOSURE PLATES. INSPECTION SHALL BE

PER AWS D17.1, CLAUSE 9, PARAGRAPH 9.2, CLASS C.

4D. UNLESS OTHERWISE SPECIFIED ON THE WELD SYMBOL, STEEL WELDING SHALL BE

PERFORMED IN ACCORDANCE WITH AWS D17.1, CLAUSE 9, PARAGRAPH 9.1, OPTION 2,

AND AWS D1.1. INSPECTION SHALL BE PER AWS D17.1, CLAUSE 9, PARAGRAPH 9.2,

CLASS B.

FINISH

5A. PREPARE AND PAINT CARBON STEEL STRUCTURE, PRIOR TO ATTACHING GRATING,

AS FOLLOWS: DEGREASE PER SSPC-SP 1, MECHANICALLY CLEAN PER

SSPC-SP 2 OR SSPC-SP 3 AND ABRASIVE BLAST PER SSPC-SP 10 TO AN

ANCHOR PROFILE OF 1.5-3.0 MILS. ALL RUST SHALL BE COMPLETELY

REMOVED FROM PITS AND DEPRESSIONS. REMOVE ABRASIVE RESIDUE. CLEAN

AND DRY SURFACES. APPLY A BRUSH COATING OR STRIPE COATING WITH AN

INORGANIC ZINC COATING ON ALL WELDS, CUTOUTS, SHARP EDGES,

CREVICES, AND BOLT HOLES. APPLY A 4-6 MIL DRY FILM THICKNESS

INORGANIC ZINC (IOZ) COATING (CONFORMING TO PARAGRAPH 4.1.2.1 OF

NASA-STD-5008) FROM THE APPROVED PRODUCTS LIST OF NASA-STD-5008,

APPENDIX A. NACE INSPECTION IS REQUIRED FOR ALL SURFACE

PREPARATIONS AND COATING APPLICATIONS PER PARAGRAPH 5.2 OF

NASA-STD-5008.

5B. AFTER ATTACHING GRATING, ALL DAMAGE TO GALVANIZED OR ZINC COATINGS SHALL BE

REPAIRED PER ASTM A780. IF OPTION A2 OF ASTM A780 IS SELECTED, INORGANIC ZINC (IOZ)

SHALL BE FROM THE APPROVED PRODUCTS LIST OF NASA-STD-5008, APPENDIX A

MARKING

6A STENCIL TEXT K0000084673 USING .50 INCH HIGH CHARACTERS PER THE

GENERAL REQUIREMENTS (PARAGRAPH 3.1) AND QUALITY ASSURANCE

PROVISIONS (PARAGRAPH 4) OF KSC-STD-E-0015, APPROXIMATELY WHERE

SHOWN. STENCIL PAINT SHALL BE A COMMERCIALLY AVAILABLE SPRAY

LACQUER (KRYLON INDUSTRIAL SPARVAR LACQUER PAINTS OR EQUAL). TEXT

COLOR SHALL BE THAT CLOSEST TO BLACK, NO. 37038 PER SAE-AMS-STD-595.

ISOMETRIC

GRATING BAR

DIRECTION

K0000084673D (B.9) RELEASED Verify latest version prior to use

HH

J J

KK

SCALE SHEET

KSC FORM 21-8B NS (OM) 07/15 (1.0) PREVIOUS EDITIONS MAY BE USED. Validate prior to use.

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

31-5/8

93-5/8

(162-9/16)

154-9/16

3-1/2

3X 28

23-7/16 12-9/16

52-9/16

21-1/4 4X 28

1-9/16

7 STK

2.875 STK

69-1/4

3/8

5 STK

1-11/16

1/2 STK

69-15/162X 22

19X 5-5/16

102.000

1 STK

2X 3

1-1/4

5-1/2

6X .813+.007 -.003

13-1/2

7-1/8

2X 6

(5)

(99)

EXPORT CONTROLLED

6A

11X (3/16) 4C

3/16

13X3/16

4X3/8

8X(3/8)

4X 3/8

2X3/8

8X1/4

4C

38X 3/16

19X (3/16)

4X3/8

8X(3/8)

2X 3/8

4X3/16

19X (3/16)

10X

2X

REF18

4X

38X

23X

.188 2 SURFACES

15-5/16

6X .813+.007 -.003

4 STK

E 22264 K0000084673 B .062 2 2

A SEE D-CN-64968. 2020/02/07 A.G. DOKOS

B SEE D-CN-74748. 2021/03/08 A.G. DOKOS

C-CVIEW

VIEW F-F

DETAIL P

DETAIL N

A-ASECTION

SECTION E-E

SCALE .250

SOME ITEMS REMOVED

B-BVIEW

DDETAIL

SCALE .188 SECTION H-H

VIEW J-J

DETAIL M

SECTION K-K

DETAIL M

PDETAIL

NDETAIL

K0000084673D (B.9) RELEASED Verify latest version prior to use

Signature History

DETAILS

NUMBER K0000084673D NAME LOWER HINGE ACCESS PLATFORM DRAWING

DRAWING TYPE INSEPARABLE ASSEMBLY CONTAINER EGS - ML - CAA Product - WCP0005TECHNICAL POC Adam Cofield AFFECTED PMNS

ASSIGNEE ROLE COMMENT COMPLETED

Justin Connolly Contractor Lead Engineer May 20, 2021

Allen Lockhart Change Admin II Routed for signature approval by CM May 21, 2021

Susan Goodell Checker This drawing has changed drastically since the last check which had not been back checked. It needs to finish the checking process before it goes into signatures.

May 21, 2021

Allen Lockhart Chief Engineer Role not required May 24, 2021

Adam Cofield Technical Lead Engineer May 24, 2021

Frank Rodericks Checker May 24, 2021

John Bal Systems Engineer May 24, 2021

Eliza Montgomery Materials + Processes Engineer May 25, 2021

Salim Nasser Lead Analyst May 28, 2021

Justin Connolly Contractor Lead Engineer May 28, 2021

William Manley Branch Chief Approved as-is. No GD&T on holes.

Assumed to be acceptable.

May 28, 2021

Sheet 1

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APPROVALDATEDESCRIPTIONREV

SCALE UNIT WT SHEET

I L

M

22264

NOTICE - WHEN GOVERNMENT DRAWINGS, SPECIFICATIONS, OR OTHER DATA ARE USED FOR ANY

PURPOSE OTHER THAN IN CONNECTION WITH A DEFINITELY RELATED GOVERNMENT

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR ANY OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE AS

IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

INVENTION THAT MAY IN ANY WAY BE RELATED THERETO

-- EAR 99 (NLR) NOTICE --

THE INFORMATION CONTAINED IN THE DOCUMENT IS TECHNICAL IN CONTENT, BUT IS NOT

TECHNICAL DATA AS DEFINED BY THE ITAR OR THE EAR, AND THEREFORE IS EAR 99 NLR (NO

EXPORT LICENSE REQUIRED). [GENERAL PROHIBITION SIX (EMBARGO) APPLIES TO ALL ITEMS

SUBJECT TO THE EAR, I.E. ITEMS ON THE CCL AND WITHIN EAR 99 NLR. YOU MAY NOT MAKE AN

EXPORT OR RE-EXPORT CONTRARY TO THE PROVISIONS OF PART 746 (EMBARGOS AND OTHER

SPECIAL CONTROLS) OF THE EAR AND 22 CFR PART 126.1 OF THE ITAR.]

EAR99 NLR

EDR#: 1529003 NASA KSC EXPORT CONTROL OFFICE (321-867-9209)

N/A

CABLE SUBASSEMBLY

2015/12/28

S.M. JOHNSTON

4(4#12)OSFBI

D38999/26WE6SN / PIGTAIL

J.E. JONES

H.A. ROBERTSON

C.R. CARL

K.C. HOSTERMAN

M.D. STIRLING

E.C. DENSON

D.P. SCHMIDT

GSE

K0000108012

K0000108012D (-.6) RELEASED Verify latest version prior to use

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

AUTHORIZED SUBSTITUTIONS:

BENCH STOCK MATERIALS

(SEE GENERAL REQUIREMENTS OF 120E3100003)

FABRICATE PER THIS DRAWING AND THE

FOLLOWING INSTRUCTIONS OF 120E3100003

SOLDER SEE IPC J-STD-001

WIRE, B, 19 STRAND, NEMA HP7-B

TAPE, POLYESTER, TYPE 1, L-T-100B, 1 IN.

EPOXY (SEE INSTRUCTION 6)

POLYURETHANE (SEE INSTRUCTION 7)

MARKER TAPE (SEE INSTRUCTION 13)

TUBING, VINYL, AMS-DTL-23053/5

LIST OF MATERIALS

FIND

NO.

DESCRIPTION PART NUMBER

MFR.

CODE

REQD

STOCK

SIZE

MATL. SPEC

SPL

NOTES

1 CABLE 120E3100001-013 22264 1

4(4#12)

OSFBI

120E3100001

CONNECTOR, PLUG

D38999/26WE6SN 81349 1 A #17 MIL-DTL-38999

6#12

SOCKETS

ADAPTER, MOLD

120E0600001-133 22264 1 A #17 120E0600001

CAP, METAL, PLUG

D38999/32W17R 81349 1 A #17 MIL-DTL-38999

SHIELD RING, OUTER

M85049/26-2-24 81343 1 A 1.332 SAE AS85049

T&B

GSC1332

PLUG, SEALING

MS27488-16-2 96906 3 A #16 MS27488

THE INFORMATION CONTAINED IN THE DOCUMENT IS TECHNICAL IN CONTENT, BUT IS NOT TECHNICAL DATA AS

DEFINED BY THE ITAR OR THE EAR, AND THEREFORE IS EAR 99 NLR (NO EXPORT LICENSE REQUIRED). [GENERAL

PROHIBITION SIX (EMBARGO) APPLIES TO ALL ITEMS SUBJECT TO THE EAR, I.E. ITEMS ON THE CCL AND WITHIN EAR

99 NLR. YOU MAY NOT MAKE AN EXPORT OR RE-EXPORT CONTRARY TO THE PROVISIONS OF PART 746 (EMBARGOS

AND OTHER SPECIAL CONTROLS) OF THE EAR AND 22 CFR PART 126.1 OF THE ITAR.]

NONENONE

2 3

X

S11

A-1

SEE SHEET 3 FOR WIRING SCHEMATIC

INSERT SEALING PLUGS INTO UNUSED

CONTACT CAVITIES.

CONTACTS INCLUDED WITH CONNECTOR.

FOR REPLACEMENT CONTACTS USE

PART NUMBER M39029/56-353.

CUT BACK AND CAP CONDUCTOR USING BENCH

STOCK VINYL TUBING PER INSTRUCTION #10.

1A

1B

1C

1D

TERMINATE OUTER SHIELD TO GLAND (NOT

PART OF CABLE SUBASSEMBLY) AT ENCLOSURE

PENETRATION PER MANUFACTURER'S

INSTRUCTIONS. CABLE WILL CONTINUE THRU

GLAND AND BE FIELD TERMINATED PER

ENCLOSURE ASSEMBLY DRAWING.

1E

CUT TO LENGTH AND TERMINATE AT TIME OF

INSTALLATION.

PROHIBITION SIX (EMBARGO) APPLIES TO ALL ITEMS SUBJECT TO THE EAR, I.E. ITEMS ON THE CCL AND WITHIN EAR

3 3

BLK

WHT

GRN

RED

END A END B

SHELL

WIRING SCHEMATIC

GLAND

(REF)

TUBING, VINYL

(TYP)

D-F

1E

1D

1C

K0000108012D (CABLE SUBASSY 4(4#12)OSFBI)

Document Number: K0000108012D

Version: -

Name: CABLE SUBASSY 4(4#12)OSFBI

Type: Drawing (KSC Non Creo)

Container: Cx GSE Cable Infrastructure Product

State: Released

Modified By: Matthew Vogelpohl

Modified On: Wed, Feb 10, 2016 13:28:20 EST

Change Requests: K-CR-30803

Affected PMNs:

Maturity History

Version State Promoted By Promoted On -.6 Released wcadmin-(Site) Mon, Mar 14, 2016 15:13:23 EDT

-.6 Completed Edwin Riedell Thu, Mar 3, 2016 16:41:23 EST

-.6 Under Review wcadmin-(Site) Tue, Feb 23, 2016 14:01:42 EST

-.1 In Work Harriet Robertson Wed, Dec 16, 2015 13:12:52 EST

KDDMS Routing History

CN/CT

Number Task Assignee Role Events Comment Started Completed

D-CN-

30358

KSC Documentation Release Audit Change Notice

Nicholas Delgado

Change Admin III Complete released per KDP-P-2718 Mon, Mar 14, 2016

13:43:12 EDT

Mon, Mar 14, 2016

15:13:22 EDT

K-CT-

30161

[KDDMS] - Complete Signature Required Assignment Brett Lannie Assignee routed for signature approval per KDP-P-2718 Tue, Mar 8, 2016

12:36:07 EST

Wed, Mar 9, 2016

12:48:31 EST

[KDDMS] - SIGNATURE Required for Release

Shanna Johnston Signatory Approve Wed, Mar 9, 2016

Mon, Mar 14, 2016

13:42:56 EDT

Michael Stirling Signatory Approve Wed, Mar 9, 2016

Thu, Mar 10, 2016

16:22:52 EST

for Release Jody Jones Signatory Approve Wed, Mar 9, 2016

12:44:14 EST

for Release Erik Denson Signatory Approve Wed, Mar 9, 2016

11:12:16 EST

Cloyd Manuel Signatory Approve Wed, Mar 9, 2016

14:16:59 EST

Kenneth Hosterman Signatory Approve Wed, Mar 9, 2016

14:08:17 EST

for Release Chad Carl Signatory Approve Wed, Mar 9, 2016

13:28:19 EST

Drew Schmidt Signatory Approve Wed, Mar 9, 2016

13:17:34 EST

Harriet Robertson Signatory Approve Wed, Mar 9, 2016

13:16:37 EST

STRUCTURAL DETAIL

SCALE: NTS

CORRUGATED SIDING (REF)

RIVET, PER SPECIFICATION SECTION

07 42 13

FLASHING, PER SPECIFICATION

SECTION 07 60 00

SEALANT

1/4" X 10" PLATE

PRESSURE SENSITIVE TAPE

TAKE FLASHING TO

THE OUTEER MOST

EDGE OF THE HILL IN

CORRUGATION

LRS SUPPORT INTO AIR LOCK ELEVATION

SECTION

1/4" THICK FULL DEPTH

STIFFENER EACH SIDE

COVER PLATE EACH

SIDE

CLIP 1 X 1 TO AVIOD

CORNER FILLET (TYP)

W8X24

(SIM)

TAKE FLASHING TO

THE OUTEER MOST

EDGE OF THE HILL IN

CORRUGATION

5"

10"

4" 4"7"

5"

W8X24

CORRUGATED SIDING (REF)

STIFFENER

L4X4X1/4 (TYP)

PRESSURE SENSITIVE TAPE

FLASHING, PER SPECIFICATION

SECTION 07 60 00

RIVET, PER SPECIFICATION SECTION

07 42 13

3/16TYP 2

PLACES

TYP 4

PLACES

Y P

WELD

3 SIDES

TYP

COMPARTMENT B2 AIR LOCK

K0000144040 SKA-02 SHEET 1 OF 1www.rsandh.com

(321) 453-0212 (321) 453-0223 FAX

Merritt Island, Florida 32953-4101 115 Alma Blvd.

RS&H, Inc.

Existing Conditions THE CONTRACTOR IS REQUIRED TO REPAIR OR REPLACE ANY EXISTING FEATURES IT DEEMS NECESSARY TO

RELOCATE OR REMOVE IN ORDER TO ACCESS AND EXCUTE THIS SCOPE OF WORK.

Existing commodities, architecture, and structure in B2 near the airlock where the LRS support penetration is located:

B-Level Airlock:

Sheets and Views

22x34

2345678

12345678

KSC FORM 21-6 NS (OM) 07/15 (1.0) PREVIOUS EDITIONS MAY BE USED.

Validate prior to use.

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

24-1/4

4X .397+.006 -.001

1/2

1.73

(.25 STK)

5.63

2.00

60 1

1-1/4

2X 20-1/2

5.50

4.63

(1/2 STK)

R.5

R1.0

HANDRAIL

D 22264 K0000157311 - .188 63.40 1 1

2020/04/28

A.E. RICHARDS S.D. GRUBE

J.S. CONNOLLY

E.L. MONTGOMERY S. NASSER

A.J. COFIELD

J.R. BAL

A.G. DOKOS

1/16 1 PL .1 1 PL 1.0

2 PL .03

3 PL .010

CREO PARAMETRIC 7.0

K0000157311D

2 1 22264 K0000157311-P001 PLATE PL 1/4 THK UNS K02303, STEEL

ASTM A572, GR 50

2 2 22264 K0000157311-P002 PLATE PL 1/4 THK UNS K02303, STEEL

2 3 22264 K0000157311-P003 PLATE PL 1/2 THK UNS K02303, STEEL

2 4 22264 K0000157311-P004 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

1 5 22264 K0000157311-P005 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

1 6 22264 K0000157311-P006 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

1 7 22264 K0000157311-P007 PIPE PIPE SCH 40 X 2 1/2 UNS K03005, STEEL

.030 A B C

1A. INTERPRET THIS DRAWING PER ASME Y14.100-2013 “ENGINEERING

DRAWING PRACTICES”.

1B. REMOVE SCALE AND BURRS AND BREAK SHARP CORNERS AND EDGES.

MACHINING

2A. UNLESS OTHERWISE SPECIFIED, ALL MACHINED SURFACES SHALL BE

125 MICRO-INCHES OR BETTER.

2B. UNLESS OTHERWISE SPECIFIED, ALL UNDIMENSIONED MACHINED INSIDE

RADII .010 MAXIMUM.

WELDING

3A. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE

AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL

STEEL BUILDINGS (AISC 303-10).

3B SEAL WELD OPEN ENDS OF ROUND WITH 1/4" CLOSURE PLATES. INSPECTION SHALL BE

PER AWS D17.1, CLAUSE 9, PARAGRAPH 9.2, CLASS C.

3C. UNLESS OTHERWISE SPECIFIED ON THE WELD SYMBOL, STEEL WELDING SHALL BE

PERFORMED IN ACCORDANCE WITH AWS D17.1, CLAUSE 9, PARAGRAPH 9.1, OPTION 2,

AND AWS D1.1. INSPECTION SHALL BE PER AWS D17.1, CLAUSE 9, PARAGRAPH 9.2,

CLASS B.

FINISH

4A. PREPARE AND PAINT CARBON STEEL STRUCTURE, AS FOLLOWS:

DEGREASE PER SSPC-SP 1, MECHANICALLY CLEAN PER SSPC-SP 2

OR SSPC-SP 3 AND ABRASIVE BLAST PER SSPC-SP 10 TO AN ANCHOR

PROFILE OF 1.5-3.0 MILS. ALL RUST SHALL BE COMPLETELY REMOVED

FROM PITS AND DEPRESSIONS. REMOVE ABRASIVE RESIDUE. CLEAN

AND DRY SURFACES. APPLY A BRUSH COATING OR STRIPE COATING WITH

AN INORGANIC ZINC COATING ON ALL WELDS, CUTOUTS, SHARP EDGES,

CREVICES, AND BOLT HOLES. APPLY A 4-6 MIL DRY FILM THICKNESS

INORGANIC ZINC (IOZ) COATING (CONFORMING TO PARAGRAPH 4.1.2.1 OF

NASA-STD-5008) FROM THE APPROVED PRODUCTS LIST OF NASA-STD-5008,

APPENDIX A. NACE INSPECTION IS REQUIRED FOR ALL SURFACE

PREPARATIONS AND COATING APPLICATIONS PER PARAGRAPH 5.2 OF

NASA-STD-5008.

MARKING

5A STENCIL TEXT K0000157311 USING .50 INCH HIGH CHARACTERS PER THE

GENERAL REQUIREMENTS (PARAGRAPH 3.1) AND QUALITY ASSURANCE

PROVISIONS (PARAGRAPH 4) OF KSC-STD-E-0015, APPROXIMATELY WHERE

SHOWN. STENCIL PAINT SHALL BE A COMMERCIALLY AVAILABLE SPRAY

DETAIL A

SCALE .125

SCALE .500

4X .25 X 45

EAR ECCN 9E604

- EXPORT ADMINISTRATION REGULATIONS (EAR) NOTICE -

THIS DOCUMENT CONTAINS INFORMATION WITHIN THE PURVIEW OF THE EXPORT

ADMINISTRATION REGULATIONS (EAR), 15 CFR PARTS 730-774, AND IS EXPORT CONTROLLED.

IT MAY NOT BE TRANSFERRED TO FOREIGN NATIONALS IN THE U.S. OR ABROAD WITHOUT

SPECIFIC APPROVAL OF A KNOWLEDGEABLE EXPORT CONTROL OFFICIAL, AND/OR UNLESS

AN EXPORT LICENSE OR LICENSE EXCEPTION IS OBTAINED/AVAILABLE FROM THE BUREAU OF

INDUSTRY AND SECURITY, UNITED STATES DEPARTMENT OF COMMERCE. VIOLATIONS OF

THESE REGULATIONS ARE PUNISHABLE BY FINE, IMPRISONMENT, OR BOTH.

2X(3/16)

4X3/16

3B

2X3/16

5A

K0000157311D (-.13) RELEASED Verify latest version prior to use

NUMBER K0000157311D NAME HANDRAIL

DRAWING TYPE INSEPARABLE ASSEMBLY CONTAINER EGS - ML - CAA Product - WCP0005TECHNICAL POC Adam Cofield AFFECTED PMNS

Justin Connolly Contractor Lead Engineer May 20, 2021

Allen Lockhart Change Admin II Routed for signature approval by CM May 20, 2021

Adam Cofield Technical Lead Engineer May 26, 2021

Allen Lockhart Chief Engineer Role not required May 26, 2021

STEVEN GRUBE Checker May 26, 2021

John Bal Systems Engineer May 26, 2021

Eliza Montgomery Materials + Processes Engineer May 26, 2021

William Manley Branch Chief Approved as-is. Minor errors: Datum B probably should be in-line with dimension to make a center plane datum. Hole control frame datum order of precedence should be

CAB.

May 28, 2021

Sheet 1

Views

FRONT

RIGHT

ISOMETRIC

A

Zones

D8

D7

D6

D5

D4

D3

D2

D1

C8

C7

C6

C5

C4

C3

C2

C1

B8

B7

B6

B5

B4

B3

B2

B1

A8

A7

A6

A5

A4

A3

A2

A1

2345678

12345678

KSC FORM 21-6 NS (OM) 07/15 (1.0) PREVIOUS EDITIONS MAY BE USED.

Validate prior to use.

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

2-3/4

1-5/8

4X .397+.006 -.0011-5/8

56-1/2

1.73

5.63

2.00

60 1

5.50

3/8

R.5

R1.0

4.63

(3/8 STK)

9/16

9/16

1-3/16

(1/4 STK)

2-3/4

HANDRAIL

D 22264 K0000159062 - .188 30.24 1 1

2021/05/14

A.E. RICHARDS S. GOODELL

A.E. RICHARDS

REF NOTE 3A

K0000159062D

2 1 22264 K0000159062-P001 PLATE PL 1/4 THK UNS K02303, STEEL

2 2 22264 K0000159062-P002 PLATE PL 3/8 THK UNS K02303, STEEL

2 3 22264 K0000159062-P003 PLATE PL 1/4 THK UNS K02303, STEEL

1 4 22264 K0000159062-P004 PIPE PIPE SCH40 X 2.50 UNS K03005, STEEL

1A. INTERPRET THIS DRAWING PER ASME Y14.100-2013 “ENGINEERING

DRAWING PRACTICES”.

1B. REMOVE SCALE AND BURRS AND BREAK SHARP CORNERS AND EDGES.

1C. DIMENSIONAL LIMITS APPLY BEFORE APPLICATION OF COATING.

MACHINING

2A. UNLESS OTHERWISE SPECIFIED, ALL MACHINED SURFACES SHALL BE

125 MICRO-INCHES OR BETTER.

2B. UNLESS OTHERWISE SPECIFIED, ALL UNDIMENSIONED MACHINED INSIDE

RADII .010 MAXIMUM.

STRUCTURAL

3A. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE

AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL

STEEL BUILDINGS (AISC 303-10).

WELDING

4A SEAL WELD OPEN ENDS OF ROUND WITH 1/4" CLOSURE PLATES. INSPECTION SHALL BE

PER AWS D17.1, CLAUSE 9, PARAGRAPH 9.2, CLASS C.

4B. UNLESS OTHERWISE SPECIFIED ON THE WELD SYMBOL, STEEL WELDING SHALL BE

PERFORMED IN ACCORDANCE WITH AWS D17.1, CLAUSE 9, PARAGRAPH 9.1, OPTION 2,

AND AWS D1.1. INSPECTION SHALL BE PER AWS D17.1, CLAUSE 9, PARAGRAPH 9.2,

CLASS B.

FINISH

5A. PREPARE AND PAINT CARBON STEEL STRUCTURE, AS FOLLOWS:

DEGREASE PER SSPC-SP 1, MECHANICALLY CLEAN PER SSPC-SP 2

OR SSPC-SP 3 AND ABRASIVE BLAST PER SSPC-SP 10 TO AN ANCHOR

PROFILE OF 1.5-3.0 MILS. ALL RUST SHALL BE COMPLETELY REMOVED

FROM PITS AND DEPRESSIONS. REMOVE ABRASIVE RESIDUE. CLEAN

AND DRY SURFACES. APPLY A BRUSH COATING OR STRIPE COATING WITH

AN INORGANIC ZINC COATING ON ALL WELDS, CUTOUTS, SHARP EDGES,

CREVICES, AND BOLT HOLES. APPLY A 4-6 MIL DRY FILM THICKNESS

INORGANIC ZINC (IOZ) COATING (CONFORMING TO PARAGRAPH 4.1.2.1 OF

NASA-STD-5008) FROM THE APPROVED PRODUCTS LIST OF NASA-STD-5008,

APPENDIX A. NACE INSPECTION IS REQUIRED FOR ALL SURFACE

PREPARATIONS AND COATING APPLICATIONS PER PARAGRAPH 5.2 OF

NASA-STD-5008.

MARKING

6A STENCIL TEXT K0000159062 USING .50 INCH HIGH CHARACTERS PER THE

GENERAL REQUIREMENTS (PARAGRAPH 3.1) AND QUALITY ASSURANCE

PROVISIONS (PARAGRAPH 4) OF KSC-STD-E-0015, APPROXIMATELY WHERE

SHOWN. STENCIL PAINT SHALL BE A COMMERCIALLY AVAILABLE SPRAY

SCALE .500

4X .25 X 45

EAR ECCN 9E604

- EXPORT ADMINISTRATION REGULATIONS (EAR) NOTICE -

THIS DOCUMENT CONTAINS INFORMATION WITHIN THE PURVIEW OF THE EXPORT

ADMINISTRATION REGULATIONS (EAR), 15 CFR PARTS 730-774, AND IS EXPORT CONTROLLED.

IT MAY NOT BE TRANSFERRED TO FOREIGN NATIONALS IN THE U.S. OR ABROAD WITHOUT

SPECIFIC APPROVAL OF A KNOWLEDGEABLE EXPORT CONTROL OFFICIAL, AND/OR UNLESS

AN EXPORT LICENSE OR LICENSE EXCEPTION IS OBTAINED/AVAILABLE FROM THE BUREAU OF

INDUSTRY AND SECURITY, UNITED STATES DEPARTMENT OF COMMERCE. VIOLATIONS OF

THESE REGULATIONS ARE PUNISHABLE BY FINE, IMPRISONMENT, OR BOTH.

4A 6A

K0000159062D (-.8) RELEASED Verify latest version prior to use

NUMBER K0000159062D NAME HANDRAIL

DRAWING TYPE INSEPARABLE ASSEMBLY CONTAINER EGS - ML - CAA Product - WCP0005TECHNICAL POC Adam Cofield AFFECTED PMNS

Justin Connolly Contractor Lead Engineer May 24, 2021

Allen Lockhart Change Admin II Routed for signature approval by CM May 24, 2021

Allen Lockhart Chief Engineer Signed Role not required May 26, 2021

Susan Goodell Checker May 26, 2021

William Manley Branch Chief May 28, 2021

Sheet 1

Views

FRONT

RIGHT

ISOMETRIC

A

Zones

D8

D7

D6

D5

D4

D3

D2

D1

C8

C7

C6

C5

C4

C3

C2

C1

B8

B7

B6

B5

B4

B3

B2

B1

A8

A7

A6

A5

A4

A3

A2

A1

I

NOTICE - WHEN GOVERNMENT DRAWINGS, SPECIFICATIONS, OR OTHER DATA ARE USED FOR ANY

PURPOSE OTHER THAN IN CONNECTION WITH A DEFINITELY RELATED GOVERNMENT

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR ANY OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE AS

IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

INVENTION THAT MAY IN ANY WAY BE RELATED THERETO

THE INFORMATION CONTAINED IN THE DOCUMENT IS TECHNICAL IN CONTENT, BUT IS NOT

TECHNICAL DATA AS DEFINED BY THE ITAR OR THE EAR, AND THEREFORE IS EAR 99 NLR (NO

EXPORT LICENSE REQUIRED). [GENERAL PROHIBITION SIX (EMBARGO) APPLIES TO ALL ITEMS

SUBJECT TO THE EAR, I.E. ITEMS ON THE CCL AND WITHIN EAR 99 NLR. YOU MAY NOT MAKE AN

EXPORT OR RE-EXPORT CONTRARY TO THE PROVISIONS OF PART 746 (EMBARGOS AND OTHER

SPECIAL CONTROLS) OF THE EAR AND 22 CFR PART 126.1 OF THE ITAR.]

EDDR#: 1310019 NASA KSC EXPORT CONTROL OFFICE (321-867-9209)

N/A

CABLE SUBASSEMBLY

2015/01/28

S.M. JOHNSTON

6(3PTSI#16)OSFBI

D38999/24SG16PN / MS3456W14S-6S

J.E. JONES

G.S. LA CHANCE

C.R. CARL

K.C. HOSTERMAN

J.A. GOODRICH

E.C. DENSON

D.P. SCHMIDT

GSE

K0000064527

K0000064527D (-.5) RELEASED Verify latest version prior to use

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

AUTHORIZED SUBSTITUTIONS:

BENCH STOCK MATERIALS

(SEE GENERAL REQUIREMENTS OF 120E3100003)

FABRICATE PER THIS DRAWING AND THE

FOLLOWING INSTRUCTIONS OF 120E3100003

SOLDER SEE IPC J-STD-001

WIRE, B, 19 STRAND, MIL-DTL-16878/1

TAPE, POLYESTER, TYPE 1, L-T-100B, 1 IN.

EPOXY (SEE INSTRUCTION 6)

POLYURETHANE (SEE INSTRUCTION 7)

MARKER TAPE (SEE INSTRUCTION 13)

TUBING, VINYL, AMS-DTL-23053/5

LIST OF MATERIALS

FIND

DESCRIPTION PART NUMBER

MFR.

REQD

STOCK SIZE MATL. SPEC

SPL

NOTES

1 CABLE 120E3100001-001 22264 1

6(3PTSI#16)

OSFBI

120E3100001

CONNECTOR, RECPT,

JAMNUT

D38999/24SG16PN 81349 1 A #21 MIL-DTL-38999

16#16

PINS

CONNECTOR, PLUG

MS3456W14S-6S 96906 1 B #14 SAE AS50151

6#16

SOCKETS

120E0600001-26 22264 1 A #21 120E0600001

120E0600001-49 22264 1 B #14 120E0600001

M85049/26-2-20 81349 1 A 1.130 SAE AS85049

GSC1130

M85049/26-2-14 81349 1 B 0.710 SAE AS85049

GSC710

PLUG, SEALING

MS27488-16-2 96906 7 A #16 MS27488

CAP, METAL, RECPT

D38999/33W21R 81349 1 A #21 MIL-DTL-38999

CAP, METAL, PLUG

MS25042-14DA 96906 1 B #14 SAE AS25042

PROHIBITION SIX (EMBARGO) APPLIES TO ALL ITEMS SUBJECT TO THE EAR, I.E. ITEMS ON THE CCL AND WITHIN EAR

2 3

S11

X-1

-17(B)

INSERT SEALING PLUGS INTO UNUSED

CONTACT CAVITIES.

CONTACTS INCLUDED WITH CONNECTOR.

FOR REPLACEMENT CONTACTS USE:

PART NUMBER M39029/58-364 FOR PINS

PART NUMBER M39029/30-217 FOR SOCKETS.

SEE SHEET 3 FOR WIRING SCHEMATIC

PROHIBITION SIX (EMBARGO) APPLIES TO ALL ITEMS SUBJECT TO THE EAR, I.E. ITEMS ON THE CCL AND WITHIN EAR

3 3

BLK(-1)

WHT(-1)

(DRAIN)

BLK(-2)

WHT(-2)

BLK(-3)

WHT(-3)

END A END B

P

J

WIRING SCHEMATIC

K0000064527D (CABLE SUBASSY 6(3PTSI#16)OSFBI)

Document Number: K0000064527D

Version: -

Name: CABLE SUBASSY 6(3PTSI#16)OSFBI

Type: Drawing (KSC Non Creo)

Container: Cx GSE Cable Infrastructure Product

State: Released

Modified By: Edwin Riedell

Modified On: Tue, Feb 10, 2015 13:13:51 EST

Change Requests: K-CR-21448

Affected PMNs:

Maturity History

Version State Promoted By Promoted On -.5 Released wcadmin-(Site) Wed, Mar 18, 2015 10:05:34 EDT

-.5 Completed Edwin Riedell Wed, Feb 18, 2015 15:58:36 EST

-.5 Under Review wcadmin-(Site) Fri, Feb 13, 2015 16:00:42 EST

-.5 In Work wcadmin-(Site) Fri, Feb 13, 2015 15:46:37 EST

-.5 Under Review wcadmin-(Site) Tue, Feb 10, 2015 13:21:49 EST

-.1 In Work Gregory Lachance Fri, Feb 15, 2013 17:42:15 EST

KDDMS Routing History

CN/CT

Number Task Assignee Role Events Comment Started Completed

D-CN-

20298

KSC Documentation Release Audit Change Notice

Nicholas Delgado

Change Admin III Complete released per KDP-P-2718 Mon, Mar 16, 2015

16:11:50 EDT

Wed, Mar 18, 2015

10:05:33 EDT

19804

KSC Complete Signature Required Assignment Brett Lannie Assignee routed for signature approval per KDP-P-2718 Thu, Feb 19, 2015

14:30:33 EST

16:45:36 EST

19804 KSC Signature Required Jody Jones Signatory Complete Thu, Feb 19, 2015

Mon, Mar 16, 2015

16:11:50 EDT

19804 KSC Signature Required Erik Denson Signatory Complete Thu, Feb 19, 2015

Fri, Feb 20, 2015

14:08:38 EST

19804 KSC Signature Required Chad Carl Signatory Complete Thu, Feb 19, 2015

14:07:55 EST

19804 KSC Signature Required Shanna

Johnston Signatory Complete Thu, Feb 19, 2015

12:17:24 EST

19804 KSC Signature Required John

Goodrich Signatory Complete Thu, Feb 19, 2015

11:28:25 EST

19804 KSC Signature Required Kenneth

Hosterman Signatory Complete Thu, Feb 19, 2015

10:58:04 EST

19804 KSC Signature Required Drew

Schmidt Signatory Complete Thu, Feb 19, 2015

08:46:00 EST

19804 KSC Signature Required Gregory

Lachance Signatory Complete Thu, Feb 19, 2015

17:25:22 EST

KSC FORM 21-5 NS (OM) 07/15 (1.0) PREVIOUS EDITIONS MAY BE USED. Validate prior to use.

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

CODE PART OR STOCK NO DESCRIPTION

1 1 22264 K0000081624 LOWER HINGE ACCESS

1 2 22264 K0000157311 HANDRAIL

2 3 22264 K0000159062 HANDRAIL

2 4 22264 KT05160-025 SHIM

2 5 22264 KT05160-060 SHIM

2 6 22264 KT05160-120 SHIM

2 7 22264 KT05160-500 SHIM

2 8 22264 KT05167-060 SHIM

2 9 22264 KT05167-120 SHIM

2 10 22264 KT05167-250 SHIM

2 11 22264 KT05167-500 SHIM

24 12 05047 AEN04C375000AZ4M21 NUT, HEX, 3/8 - 16, GRADE A STEEL,

ZINC COATED

24 13 05047 AES01C375B00WA2A21 SCREW, HEX CAP, ASME B18.2.1,

ZINC COATED GR-5, 3/8-16 X 2

KIT, LOWER HINGE ACCESS PLATFORM

C 22264 K0000159242 -

NONE 6848.37 1 1

2021/05/20

A.E. RICHARDS S. GOODELL

A.E. RICHARDS

1/16 1 PL .1 1 PL .1

K0000159242D

1A. INTERPRET THIS DRAWING PER ASME Y14.100-2013 “ENGINEERING

DRAWING PRACTICES”.

1B. FOR ITEMS IDENTIFIED WITH THE 05047 CAGE CODE, REFER TO ASME

B18.24-2015 “PART IDENTIFYING NUMBER (PIN) CODE SYSTEM STANDARD

FOR B18 FASTENER PRODUCTS” FOR ITEM DETAILS AND ASSOCIATED STANDARDS.

ITAR CATEGORY IV(i)

INTERNATIONAL TRAFFIC IN ARMS REGULATIONS (ITAR) NOTICE

THIS DOCUMENT CONTAINS INFORMATION WHICH FALLS UNDER THE PURVIEW OF THE U.S.

MUNITIONS LIST (USML), AS DEFINED IN THE INTERNATIONAL TRAFFIC IN ARMS REGULATIONS (ITAR), 22 CFR PARTS 120-130, AND IS EXPORT CONTROLLED. IT SHALL NOT BE TRANSFERRED

TO FOREIGN NATIONALS IN THE U.S. OR ABROAD, WITHOUT SPECIFIC APPROVAL OF A

KNOWLEDGEABLE NASA EXPORT CONTROL OFFICIAL, AND/OR UNLESS AN EXPORT

LICENSE OR LICENSE EXEMPTION IS OBTAINED/AVAILABLE FROM THE UNITED STATES

DEPARTMENT OF STATE. VIOLATIONS OF THESE REGULATIONS ARE PUNISHABLE BY FINE,

IMPRISONMENT, OR BOTH.

K0000159242D (-.8) RELEASED Verify latest version prior to use

NUMBER K0000159242D NAME KIT, LOWER HINGE ACCESS PLATFORM

DRAWING TYPE KIT CONTAINER EGS - ML - CAA Product - WCP0005TECHNICAL POC Adam Cofield AFFECTED PMNS

Justin Connolly Contractor Lead Engineer May 26, 2021

Allen Lockhart Change Admin II Routed for signature approval by CM May 26, 2021

Allen Lockhart Chief Engineer Role not required May 26, 2021

Susan Goodell Checker May 26, 2021

Sheet 1

Zones

D4

D3

D2

D1

C4

C3

C2

C1

B4

B3

B2

B1

A4

A3

A2

A1

ML Installation Details – LHAP Handrails

2021/06/04

K0000159242 LHAP

These 6 surfaces contact the W21X101 beam

K0000159242

2X K0000159062

1X K0000157311

K0000157311 Handrail Mounting Details

Match-drill side 4 W21X101 beam 8X .397” +.006”/-.001 using .397” dia. holes in both articles of K0000157311-P002 as templates.

Install 8X of following hardware to bolt 1X K0000157311 to side 4 W21X101 beam. Apply dry film lubricant per MIL-PRF-81329. Torque bolts to 228 +0/-34 in-lb.

AES01C375B00WA2A21 SCREW, HEX CAP, 3/8-16 X 2, SAE J429 — Grade 5 CS, ASTM A153 ZINC PLATED

AEN04C375000AZ4M21 NUT, HEX, 3/8 – 16, ASTM A563, Grade A CS, ASTM F2329 ZINC COATED

K0000159062 Handrail Mounting Details

Match-drill side 4 W21X101 beam 16X .397” +.006”/-.001 using .397” dia. holes in K0000159062-P003 plates of both articles as templates.

Install 8X of following hardware to bolt 2X ea. K0000159062 to side 4 W21X101 beam. Apply dry film lubricant per MIL-PRF-81329. Torque bolts to 228 +0/-34 in-lb.

AES01C375B00WA2A21 SCREW, HEX CAP, 3/8-16 X 2, SAE J429 — Grade 5 CS, ASTM A153 ZINC PLATED

AEN04C375000AZ4M21 NUT, HEX, 3/8 – 16, ASTM A563, Grade A CS, ASTM F2329 ZINC COATED

0.875

Arm Primary Hole and Survey Target Point, Datum E, per K0000060181

37.793+/-.125

LHAP Primary Hole and Survey Target Point, Datum F

Plumb Line Passing Through LHAP Primary Hole

30.981+/-.125

9.981+/-.125

55.988

5.313+/-.125

2.750+/-.125

1X K0000157311 Primary Hole

2X K0000159062 Primary Hole image1.png image2.png image3.png image4.png

AA

KSC FORM 21-8 NS (OM) 07/15 (1.0) PREVIOUS EDITIONS ARE OBSOLETE. Validate prior to use.

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

(183-7/16)

52.36

3.04

INTERNATIONAL TRAFFIC IN ARMS REGULATIONS (ITAR) NOTICE

THIS DOCUMENT CONTAINS INFORMATION WHICH FALLS UNDER THE PURVIEW OF THE U.S.

MUNITIONS LIST (USML), AS DEFINED IN THE INTERNATIONAL TRAFFIC IN ARMS REGULATIONS (ITAR), 22 CFR PARTS 120-130, AND IS EXPORT CONTROLLED. IT SHALL NOT BE TRANSFERRED

TO FOREIGN NATIONALS IN THE U.S. OR ABROAD, WITHOUT SPECIFIC APPROVAL OF A

KNOWLEDGEABLE NASA EXPORT CONTROL OFFICIAL, AND/OR UNLESS AN EXPORT

LICENSE/LICENSE EXEMPTION IS OBTAINED/AVAILABLE FROM THE UNITED STATES

DEPARTMENT OF STATE. VIOLATIONS OF THESE REGULATIONS ARE PUNISHABLE BY FINE,

IMPRISONMENT, OR BOTH.

3A

7G

7C

CODE PART OR STOCK NO DESCRIPTION

2 1 22264 K0000081536 PLATE

2 2 22264 K0000081613 KNEE BRACE

1 3 22264 K0000084673 LOWER HINGE ACCESS

12 4 05047 AEB09C750B25AW4M21 BOLT, STRL, HEAVY HEX, 3/4 - 10 X 2 1/4,

A 325 STEEL, ZINC COATED

12 5 05047 AEN21C750000AZ7M21 NUT, HEAVY HEX, ASME B18.2.6, 3/4 - 10,

ASTM A563 GR. DH STL, ZN COATED

24 7 05047 AEW01X750000BD6M21 WASHER, CIRCULAR, 3/4",

ASME B18.2.6, CS, ZINC COATED

20 8 05047 AEW24X37N000SE4A11 WASHER, TYPE A, NARROW, 3/8,

STAINLESS STEEL

20 9 0EXY1 80FAF-616 NUT, FLEXLOC, FULL HGT, LIGHT HEX,

3/8-16, STAINLESS STEEL

20 10 05047 AES16U375C25EB7BZ1 SCREW, FLAT CSKH, HEXSOC, ASME

B18.3, 3/8-16 X 3-1/4, 316 SST, PSVT

LOWER HINGE ACCESS

E 22264 K0000081624 C .062 6317.76 1 3

2014/04/24

P.J. FOWKS D. J. BAKER

J. J. TAYLOR K. A. KRAHMER

V. J. WARD W. YU

K. C. MALONEY

J. E. PORTA

A. C. LITTLEFIELD

1/16 1 PL .1 1 PL 1.0

CREO PARAMETRIC 4.0

K0000081624D

A SEE D-CN-64969. 2020/02/07 A.G. DOKOS

B SEE D-CN-67148. 2020/05/07 A.G. DOKOS

C SEE D-CN-74745. 2021/03/08 A.G. DOKOS

1A THE APPROXIMATE CENTER OF GRAVITY (CG) IS LOCATED (AS DETERMINED

BY MODELING SOFTWARE) AS SHOWN.

1B. FABRICATION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING DURING

FABRICATION AND TRANSPORTATION.

1C. INTERPRET THIS DRAWING PER ASME Y14.100-2013 "ENGINEERING DRAWING PRACTICES".

1D. FOR ITEMS IDENTIFIED WITH THE 05047 CAGE CODE, REFER TO ASME B18.24-2015 “PART

IDENTIFYING NUMBER (PIN) CODE SYSTEM STANDARD FOR B18 FASTENER PRODUCTS”

FOR ITEM DETAILS AND ASSOCIATED STANDARDS.

ASSEMBLY

2A PRIOR TO ASSEMBLY, APPLY SOLID FILM, AIR DRYING LUBRICANT CONFORMING

TO MIL-L-23398 INCLUDING THOSE USING SELF LOCKING NUTS.

2B PRETENSION FASTENERS AS DEFINED IN THE AISC STEEL CONSTRUCTION MANUAL, PART 16 AND SECTION ENTITLED "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS".

2C. DELETED.

2D WET INSTALL FASTENER USING EPOXY MASTIC COATING (CONFORMING TO PARAGRAPH 4.1.2.4 OF

NASA-STD-5008). APPLY COATING TO THREADS OF FASTENER AND HOLE.

MARKING

3A STENCIL TEXT K0000081624 USING .50 INCH HIGH CHARACTERS PER THE

GENERAL REQUIREMENTS (PARAGRAPH 3.1) AND QUALITY ASSURANCE

PROVISIONS (PARAGRAPH 4) OF KSC-STD-E-0015, APPROXIMATELY WHERE

SHOWN. STENCIL PAINT SHALL BE A COMMERCIALLY AVAILABLE SPRAY

LACQUER (KRYLON INDUSTRIAL SPARVAR LACQUER PAINTS OR EQUAL). TEXT

COLOR SHALL BE THAT CLOSEST TO BLACK, NO. 37038 PER SAE-AMS-STD-595.

3B STENCIL TEXT BELOW USING 2 INCH HIGH CHARACTERS PER THE GENERAL REQUIREMENTS

(PARAGRAPH 3.1) AND QUALITY ASSURANCE PROVISIONS (PARAGRAPH 4) OF KSC-STD-E-0015, APPROXIMATELY WHERE SHOWN. STENCIL PAINT SHALL BE A COMMERCIALLY AVAILABLE SPRAY

LACQUER (KRYLON INDUSTRIAL SPARVAR LACQUER PAINTS OR EQUAL). TEXT COLOR SHALL BE THAT

CLOSEST TO BLACK, NO. 37038 PER SAE-AMS-STD-595.

MAXIMUM LIVE LOAD 11,500 LBS TOTAL

FINISH

4A. TOUCHUP OF WELDS AND DAMAGED COATINGS SHALL BE ACCOMPLISHED PER THE GUIDELINES IDENTIFIED IN NASA-STD-5008 PARAGRAPHS 4.4.3.8 AND 4.5.8, ALONG WITH TABLE 1, TO MATCH

THE ORIGINAL FINISH.

DETAIL C

DETAIL C

K0000081624D (C.3) RELEASED Verify latest version prior to use

DD

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

.500

5.000

(104-7/8)

(168-1/4)

42.28

(46.00)

(26.00)

(2)

(7/16)

(2-7/8)

A-AVIEW

CDETAIL

ROTATED 90 CW

SECTION B-B

ROTATED 180 DEGREES

SECTION D-D

SCALE .375

7C

2D

2B

5C

TORQUE

100 10 IN-LB

2A

3B

12X

20X

24X

12X

.062 2 3

C SEE D-CN-74745. 2021/03/08 A.G. DOKOS

20X .440+.005 -.002

82 .775 .005

THRU ITEM 1 AND TOP FLANGE

OF BEAM OF ITEM 3

LOCATE 5 PAIRS OF HOLES

EQUALLY SPACED BETWEEN GRATING BARS

DO NOT CUT GRATING

LETTERING SHALL BE CENTERED

VERTICALLY AND HORIZONTALLY

ON HORIZONTAL MEMBER.

PROCUREMENT OPERATION, THE UNITED STATES GOVERNMENT THEREBY INCURS NO

RESPONSIBILITY NOR OBLIGATION WHATSOEVER; AND THE FACT THAT THE GOVERNMENT

MAY HAVE FORMULATED, FURNISHED, OR IN ANY WAY SUPPLIED THE SAID DRAWINGS,

SPECIFICATIONS OR OTHER DATA IS NOT TO BE REGARDED BY IMPLICATION OR OTHERWISE

AS IN ANY MANNER LICENSING THE HOLDER OR ANY OTHER PERSON OR CORPORATION, OR

94-1/2+0 -6

158-1/16+0 -6

49-1/2

81-1/4

.062 3 3

C SEE D-CN-74745 2021/03/08 A.G. DOKOS

LOAD TEST DIAGRAM

SPECIFIC NOTES

A. ONE TIME LOAD TEST. FIXTURES, TEST WEIGHTS, AND TEST PROCEDURES

SHALL BE PROVIDED BY THE CONTRACTOR TO BE APPROVED BY THE CONTRACTING OFFICER.

B. APPLY LOADS AND CONSTRAINTS AS DEPICTED ON DRAWING. THE APPLIED LOAD SHALL BE GREATER THAN OR EQUAL TO 14,400 LBS AND NO MORE THAN 5% OVER THE SPECIFIED VALUE. THE LOAD SHALL BE EVENLY

DISTRIBUTED OVER THE DEPICTED HATCHED AREA. HOLD LOAD FOR AT LEAST 3 MINUTES.

C. AFTER COMPLETION OF LOAD TEST AND REMOVING TEST LOADS, VISUALLY INSPECT FOR INDICATIONS

OF DAMAGE OR PERMANENT DEFORMATION.

D. PROVIDE STRUCTURAL SUPPORT AT FOUR BOLTED CONNECTIONS LOCATIONS INDICATED IN THE LOAD TEST DIAGRAM.

USE 3/4 INCH ASTM A325 STRUCTURAL FASTENERS IN BOLTED CONNECTIONS. TIGHTEN FASTENERS PER NOTE 2B.

BOLTED CONNECTION

APPLY LOAD

BOLTED CONNECTION AT

PLATE, K000084673-P007

PLATE, K000081613-P002

LOAD TEST AREA

PLATE, K000084673-P007

PLATE, K000081613-P002

NUMBER K0000081624D NAME LOWER HINGE ACCESS PLATFORM DRAWING

DRAWING TYPE ASSEMBLY CONTAINER EGS - ML - CAA Product - WCP0005TECHNICAL POC Adam Cofield AFFECTED PMNS

Justin Connolly Contractor Lead Engineer Written confirmation that checking has completed review.

May 21, 2021

Allen Lockhart Change Admin II Routed for signature approval by CM May 21, 2021

Allen Lockhart Chief Engineer Role not required May 21, 2021

Adam Cofield Technical Lead Engineer May 21, 2021

Justin Connolly Contractor Lead Engineer May 21, 2021

Susan Goodell Checker May 24, 2021

John Bal Systems Engineer May 24, 2021

Eliza Montgomery Materials + Processes Engineer May 25, 2021

Sheet 1

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Sheet 3

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REV A VERSION SHOWN IN

RED. REV B VERSION WITH

HANDRAIL MODIFICATIONS

SHOWN IN BLACK.

HANDRAILS THAT WOULD

INTERFERE WITH AS-BUILT

ML CONFIGURATION HAVE

BEEN MODIFIED AND

CLOSED OFF.

FOR REFERENCE ONLY.

aericha1

Rectangle

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

80KSC021R0022

TBD

John F. Kennedy Space Center, NASA Procurement Office Code: OP-CS Kennedy Space Center, FL 32899

The contractor shall furnish all labor, equipment, materials, and related activities necessary to Modify Mobile Launcher-1 for Artemis II and Install the Emergency Egress System at Kennedy Space Center, Florida.

This is a Full and Open, Lowest Price Technically Acceptable (LPTA) procurement.

Offeror MUST enter their cage code and DUNS number in block 14, page 2 of the SF 1442.

Offeror MUST be registered SAM and VETS-4212.

Offeror MUST submit electronic offer as specified in section L.17.

KSC-IDIQbids@mail.nasa.gov Attn: C. M. Julius Williams John F. Kennedy Space Center, NASA Procurement Office Code: OP-CS Bldg M7-0301, Room: 5416A

4200767149

OP-CS

C. M. Julius Williams, Contracting Officer (321) 861-2661

98967

1 7705/06/2021

06/23/2021

11:00 AM

*Section F.1

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL…

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