80KSC021R0022 Amendment 0002 with Attachments.pdf
PDF 11 MB Posted
- Solicitation number
- 80KSC02R0022
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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Sheet 2
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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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right new_view_11
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Sheet 2
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Sheet 3
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Zones
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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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