SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0034).pdf
PDF 565 KB Posted
- Attached to
- Support Frame Structure (SFS) Fabrication Federal contract opportunity
- Solicitation number
- 80NSSC25918899Q
About this file
These are detailed engineering drawings for structural pillars and horizontal I-beams designed for NASA's Armstrong Flight Research Center. The technical drawings (document number 1JYR2 FLL-HPROJ-0034) specify components made from A36 steel, including GVT Pillar, Outboard Pillar, Inboard Pillar, Short Horizontal I-Beam, and Long Horizontal I-Beam. The drawings include precise dimensional specifications, welding instructions, and finishing requirements such as epoxy primer and polyurethane coating in gloss white. Each component is meticulously detailed with isometric views, section cuts, and specific manufacturing tolerances, indicating a high-precision aerospace structural design intended for experimental or research purposes.
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Other files for this federal contract opportunity
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| SATPC0039980 Tab 10 RFQ Open Market Template.pdf | ||
| SATPC0039980 Tab 04 4 SOW..pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0031).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0043).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0044).pdf | ||
| SATPC0039980 Tab 04 Q-1C.pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0035).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0036).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0033).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0037).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0045).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0030).pdf |
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Text version
7 6 5 4 3
B B
C C
7 6 5 4 2
2 1
A
8 3
D
A
D
NOTES - UNLESS OTHERWISE SPECIFIED:
REVISION HISTORY
CHECKENGRDATEDESCRIPTIONREV
2025-06-25APPROVED FOR INITIAL RELEASE -
SHEET 1 OF 12CI NO. SCALE: NONE
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
SFS, PILLARS
TITLE
NATIONAL AERONAUTICS AND SPACE ADMINISTRATION
ARMSTRONG FLIGHT RESEARCH CENTER
EDWARDS, CALIFORNIA
2025-06-25M.R. SALAZARENGR
2025-06-25C. MASELLACHECK
2025-06-25A. HOLGUINREVIEW
2025-06-25L. HUDSONREVIEW
2025-05-27M.R. SALAZARDRAWN
2025-02-20M.R. SALAZARDESIGN
DATEAPPROVALS
THIRD ANGLE PROJECTION
DO NOT SCALE DRAWING
DECIMALS
.X .1
.XX .03
.XXX .010
.XXXX .0010
ANGLES
.X 0.5
.XX 0.25
UNLESS OTHERWISE SPECIFIED DIMENSIONS
ARE IN INCHES. TOLERANCES ARE:
PARTS SHALL BE FREE OF
BURRS AND SHARP EDGES
INTERPRET DRAWING PER
ASME Y14.100
USED ONNEXT ASSEMBLY
FLLFLL-HPROJ-0029
PARTS LIST
NOTES
MATERIAL
SPECIFICATION
NOMENCLATURE
OR DESCRIPTION
PART OR
IDENTIFYING NO.
CAGE CODE
ITEM
NO.QTY REQD
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MGVT PILLAR, I-BEAM-00111
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MOUTBOARD PILLAR, I-BEAM-00321
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MINBOARD PILLAR, I-BEAM-00531
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MHORIZONTAL I-BEAM, SHORT-00741
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MHORIZONTAL I-BEAM, LONG-00951
0.75" A36 STEEL
PER ASTM A36/A36MPILLAR BASEPLATE, HOLES-01162
0.75" A36 STEEL
PER ASTM A36/A36MPILLAR BASEPLATE, BLANK-01371
0.375" A36 STEEL
PER ASTM A36/A36MPILLAR TOP PLATE-01583
0.50" A36 STEEL
PER ASTM A36/A36MBEAM BASEPLATE-01795
0.5" A36 STEEL
PER ASTM A36/A36MREINFORCEMENT PLATE, W5X19-0191012
1.0" A36 STEEL
PER ASTM A36/A36MBEAM BASEPLATE, HOLES -021112
PARTS LIST
NOTES
MATERIAL
SPECIFICATION
NOMENCLATURE
OR DESCRIPTION
PART OR
IDENTIFYING NO.
CAGE CODE
ITEM
NO.QTY REQD
-101-103-105-107-109
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MGVT PILLAR, I-BEAM-00111
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MOUTBOARD PILLAR, I-BEAM-00321
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MINBOARD PILLAR, I-BEAM-00531
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MHORIZONTAL I-BEAM, SHORT-00741
W5X19 A36 STEEL I-BEAM
PER ASTM A36/A36MHORIZONTAL I-BEAM, LONG-00951
0.75" A36 STEEL
PER ASTM A36/A36MPILLAR BASEPLATE, HOLES-011611
0.75" A36 STEEL
PER ASTM A36/A36MPILLAR BASEPLATE, BLANK-01371
0.375" A36 STEEL
PER ASTM A36/A36MPILLAR TOP PLATE-0158111
0.50" A36 STEEL
PER ASTM A36/A36MBEAM BASEPLATE-017923
0.5" A36 STEEL
PER ASTM A36/A36MREINFORCEMENT PLATE, W5X19-0191048
1.0" A36 STEEL
PER ASTM A36/A36MBEAM BASEPLATE, HOLES -021112
1. STOCK RADII ACCEPTABLE
2 WELD PER AMERICAN WELDING SOCIETY SPECIFICATION AWS
D1.1/D1.1M USING MIG WITH ER70S-3 ROD.
FOLLOW THE VISUAL INSPECTION ACCEPTANCE CRITERIA FOR
STATICALLY LOADED NONTUBULAR CONNECTIONS. PERFORM MAG
PARTICLE AND DYE PENETRANT NDT.
3 PRIMER/TOP COAT FINISH PER MIL-DTL-18264 AS FOLLOWS:
A. ONE COAT MIL-PRF-23377 EPOXY PRIMER, TYPE I, CLASS
<C1, C2, or N>
B. TWO COATS MIL-PRF-85285 POLYURETHANE, TYPE II,
COLOR 17925 (GLOSS WHITE) PER
SOCIETY OF AUTOMOTIVE ENGINEERS (SAE)
SPECIFICATION AMS-STD-595
C. MASK HOLES PRIOR TO PRIMER AND PAINT
4 APPLY HUMAN-READABLE IDENTIFICATION MARKING PER MIL-
STD-130 BY HANDWRITTEN PERMANENT INK. USE 0.5 INCH
CHARACTER HEIGHT. LOCATE APPROXIMATELY AS SHOWN.
MARKING SHALL READ AS FOLLOWS:
"1JYR2-FLL-HPROJ-0034-" APPROPRIATE DASH NUMBER AND
LATEST REVISION
5 APPLY HUMAN-READABLE IDENTIFICATION MARKING PER SHOPS
BEST PRACTICES BY HANDWRITTEN PERMANENT INK. USE 1.0
INCH CHARACTER HEIGHT. LOCATE APPROXIMATELY AS SHOWN.
A. OUTBOARD
B. INBOARD
-101 GVT PILLAR
ISOMETRIC VIEW
3 -103 OUTBOARD PILLAR
ISOMETRIC VIEW
3 -105 INBOARD PILLAR
ISOMETRIC VIEW
-107 HORIZONTAL BEAM, SHORT
ISOMETRIC VIEW
3 -109 HORIZONTAL BEAM, LONG
ISOMETRIC VIEW
MAY INCLUDE EXPORT CONTROL
This document may include information that is subject to export control. It may not be transferred to foreign persons in the U.S. or abroad without specific approval of a knowledgeable export control official, and/or unless an export license, license exemption, or license exception is obtained/available from the Directorate of Defense Trade Controls, United States Department of State or Bureau of Industry and
Security, United States Department of Commerce. Violations of these regulations are punishable by fine, imprisonment, or both.
CONTROLLED BY: M.R. SALAZAR, AFRC, NASA
CUI//SP-EXPT
REVIEWED FOR CUI BY: M.R. SALAZAR, AFRC, NASA
(EXCEPT FOR EXPORT CONTROL)
NOT EXPORT CONTROLLED
THIS DOCUMENT HAS BEEN REVIEWED BY
THE AFRC EXPORT CONTROL OFFICE
AND IS DETERMINED TO BE
"NOT SUBJECT TO EXPORT CONTROL"
The information contained in this document is technical in content, but not technical data as defined by the International Traffic in Arms Regulations (ITAR) or the
Export Administration Regulations (EAR), and therefore is designated as EAR99/NLR, (No License Required). General Prohibition Six (Embargo) applies to all items subject to the EAR, (i.e. item on the CCL and within EAR99/NLR). You may not make an export or re-export contrary to the provisions of part 746 (Embargoes and Other Special Controls) of the EAR and 22 CFR §126.1 of the ITAR.
EAR99/NLR NOTICE
Carla Masella Full Size
C
D
7 6 5 4 3
A
A
D
C
.47 .43
.99
SHEET 2 OF 12CI NO. SCALE: 0.500
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE-101 GVT PILLAR
WELDMENTS
CUI//SP-EXPT
N.S. F.S. N.S. F.S.
-101 GVT PILLAR
EXPLODED ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
SECTION A-A
2.1 2.1
0.38 0.38
2.1 2.1
0.38 0.38
5.00.38 5.00.38
3.7 3.7
0.38 0.38
3.7 3.7
0.38 0.38
C
D
7 6 5 4 3
A
A
D
C
.47 .43
.99
SHEET 3 OF 12CI NO. SCALE: 0.500
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
-103 OUTBOARD PILLAR
WELDMENTS
CUI//SP-EXPT
N.S. F.S. N.S. F.S.
SECTION B-B
-103 OUTBOARD PILLAR
EXPLODED ISOMETRIC VIEW
SCALE: NONE
2.1 2.1
0.38 0.38
2.1 2.1
0.38 0.38
5.00.38 5.00.38
3.7 3.7
0.25 0.25
3.7 3.7
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
.99
.47
.43
SHEET 4 OF 12CI NO. SCALE: 0.500
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE-105 INBOARD PILLAR
WELDMENTS
CUI//SP-EXPT
N.S. F.S. N.S. F.S.
SECTION C-C
-105 INBOARD PILLAR
EXPLODED ISOMETRIC VIEW
SCALE: NONE
5.00.38 5.00.38
2.1 2.1
0.38 0.38
2.1 2.1
0.38 0.38
3.7 3.7
0.25 0.25
3.7 3.7
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
X
X
.5 .5
SHEET 5 OF 12CI NO. SCALE: 0.500
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
-107 HORIZONTAL BEAM, SHORT
WELDMENTS
CUI//SP-EXPT
-107 HORIZONTAL BEAM, SHORT
EXPLODED ISOMETRIC VIEW
SCALE: NONE
SEE DETAIL E
SECTION D-D
DETAIL E
SCALE 0.750
4 PLACES
5.0 5.0
0.38 0.38
5.0 5.0
0.38 0.38
3.7 3.7
0.25 0.25
3.7 3.7
0.25 0.25
3.7 3.7
0.25 0.25
3.7 3.7
0.25 0.25
2.1 2.1
0.38 0.38
2.1 2.1
0.38 0.38
C
D
7 6 5 4 3
A
A
D
C
X
X
X
X
SHEET 6 OF 12CI NO. SCALE: 0.300
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE-109 HORIZONTAL BEAM, LONG
WELDMENTS
CUI//SP-EXPT
-103 GVT PILLAR
EXPLODED ISOMETRIC VIEW
SCALE: NONE
SEE DETAIL G SEE DETAIL J
SECTION F-F
SEE DETAIL H
DETAIL G
SCALE 0.500
8 PLACES
DETAIL H
SCALE 0.500
4 PLACES
DETAIL J
SCALE 0.600
5 PLACES
2.1 2.1
0.38 0.38
2.1 2.1
0.38 0.38
3.7 3.7
0.25 0.25
3.7 3.7
0.25 0.25
5.0 5.0
0.38 0.38
C
D
7 6 5 4 3
A
A
D
C
LENGTH
(.43)(5.03)
(5.15)
(.27)
(R.30)
SHEET 7 OF 12CI NO. SCALE: 0.036
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
DASH NUMBER LENGTH
-001 11.54
-003 13.13
-005 18.78
PILLAR, I-BEAM, DETAIL
CUI//SP-EXPT
PILLAR, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
C
D
7 6 5 4 3
A
A
D
C
(.43)(5.03)
(5.15)
(.27)
(R.30)
4X .531 +.008 -.001
THRU 1 WALL
2X 12.65
.00
2X 15.65
X
X
24.00
SHEET 8 OF 12CI NO. SCALE: 0.500
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
-007 HORIZONTAL I-BEAM, SHORT, DETAIL
CUI//SP-EXPT
5B
5A
C
D
7 6 5 4 3
A
A
D
C
(.43)
X
X
X
X
77.00
X
X
(.27)
(5.03)
(5.15)(R.30)
8X .531 +.006 -.001
THRU 1 WALL
4X .938 +.008 -.001
THRU 1 WALL
2X 1.02
.00
2X 4.02
2X 1.02
.00
2X 4.02
2X .77
2X 4.27
SHEET 9 OF 12CI NO. SCALE: 0.333
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE-009 HORIZONTAL I-BEAM, LONG, DETAIL
CUI//SP-EXPT
5A 5B
-009 HORIZONTAL I-BEAM, LONG
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
C
D
7 6 5 4 3
A
A
D
C(.75)
6.00
4X .531 +.008 -.001
THRU
2X 1.50
.00
2X 4.50
X
X
(.75)
6.00
SHEET 10 OF 12CI NO. SCALE: 0.750
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
-011 PILLAR BASEPLATE, HOLES, DETAIL
-013 PILLAR BASEPLATE, BLANK, DETAIL
CUI//SP-EXPT
C
D
7 6 5 4 3
A
A
D
C
(1.00)
5.03
3.50
(.38)
5.15
7.00
2X .406 +.006 -.001
THRU
1.60
.00
5.40
2X 2.58
SHEET 11 OF 12CI NO. SCALE: 1.000
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
-015 PILLAR TOP PLATE, DETAIL
-017 BEAM BASEPLATE, DETAIL
CUI//SP-EXPT
C
D
7 6 5 4 3
A
A
D
C
(.38)
2.38
4.29
CHAMFER
2X .50 X 45
5.03
2X .938 +.008 -.001
THRU
(1.00)
2X 2.00
4.00
1.02
4.02
SHEET 12 OF 12CI NO. SCALE: NOTED
-FLL-HPROJ-00341JYR2D
REV.DWG. NO.CAGESIZE
-019 REINFORCEMENT PLATE, W5X19, DETAIL
SCALE: 2.000
CUI//SP-EXPT
-021 BEAM BASEPLATE, HOLES, DETAIL
SCALE: 1.000
| Sheet 1 |
| Views |
| new_view_51 |
| new_view_52 |
| new_view_53 |
| new_view_54 |
| new_view_55 |
| Zones |
| D8 |
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| D1 |
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| Sheet 5 |
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| E |
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| Sheet 6 |
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| Sheet 9 |
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| B6 |
| B5 |
| B4 |
| B3 |
| B2 |
| B1 |
| A8 |
| A7 |
| A6 |
| A5 |
| A4 |
| A3 |
| A2 |
| A1 |
File details come from the government source that posted it. Updated .