SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0030).pdf
PDF 2 MB Posted
- Attached to
- Support Frame Structure (SFS) Fabrication Federal contract opportunity
- Solicitation number
- 80NSSC25918899Q
About this file
This document is a detailed engineering drawing set for NASA Armstrong Flight Research Center, specifically for a set of cart columns (FLL-HPROJ-0030). The drawings provide comprehensive technical specifications for multiple steel components including side columns, cross-members, I-beams, and moment fixtures. The components are constructed primarily from A36 steel, with specific welding, finishing, and identification requirements outlined in the notes. Key specifications include:
Fabrication details specify MIG welding using ER70S-3 rod, with magnetic particle and dye penetrant non-destructive testing required. Surface finishing involves an epoxy primer (MIL-PRF-23377) and two coats of polyurethane paint in OSHA safety blue. Bolts and hardware are Grade 8, with specific torque requirements. The design is marked with human-readable identification per MIL-STD-130, and the documentation is marked as CUI//SP-EXPT with an EAR99/NLR export classification. The drawings are dated June 2025 and controlled by M.R. Salazar at NASA's Armstrong Flight Research Center.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| SATPC0039980 Tab 10 RFQ Open Market Template.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 4 SOW..pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0031).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0034).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0043).pdf | ||
| SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0044).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 |
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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
2025-06-23APPROVED FOR INITIAL RELEASE -
SHEET 1 OF 16CI NO. SCALE: NONE
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
SFS, CART COLUMNS
TITLE
NATIONAL AERONAUTICS AND SPACE ADMINISTRATION
ARMSTRONG FLIGHT RESEARCH CENTER
EDWARDS, CALIFORNIA
2025-06-10M.R. SALAZARENGR
2025-05-21C. MASELLACHECK
2025-06-09A. HOLGUINREVIEW
2025-06-10L. HUDSONREVIEW
2025-04-07M.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-0032
PARTS LIST
NOTES
MATERIAL
SPECIFICATION
NOMENCLATURE
OR DESCRIPTION
PART OR
IDENTIFYING NO.
CAGE CODE
ITEM
NO.QTY REQD
-101-103-104-105-107-109-111-113-115-117
COLUMN, SIDE 1 -10512
COLUMN, SIDE 2 -107222
LOWER CROSS-MEMBER, SIDE 1 -10931
LOWER CROSS-MEMBER, SIDE 2 -111411
MID CROSS-MEMBER, SIDE 1 -11351
MID CROSS-MEMBER, SIDE 2 -115611
MOMENT FIXURE -117722
W8X35 A36 STEEL I-BEAM
PER ASTM A36/A36MCOLUMN, SIDE 1, I-BEAM-00181
W8X35 A36 STEEL I-BEAM
PER ASTM A36REINFORCED PILLAR-00391
W8X35 A36 STEEL I-BEAM
PER ASTM A36/A36MLOWER CROSS-MEMBER, SIDE 1, I-BEAM-005101
W8X36 A36 STEEL I-BEAM
PER ASTM A36/A36MLOWER CROSS-MEMBER, SIDE 2, I-BEAM-007111
W8X35 A36 STEEL I-BEAM
PER ASTM A36/A36MMID CROSS-MEMBER, SIDE 1, I-BEAM-009121
W5X19 A36 STEEL I-BEAM
PER ASTM A36A/36MMID CROSS-MEMBER, SIDE 2, I-BEAM-011131
0.50" A36 STEEL
PER ASTM A36/A36MMOMENT FIXTURE ANGLE-013142
0.50" A36 STEEL
PER ASTM A36/A36MMOMENT FIXTURE BASEPLATE-015151
0.50" A36 STEEL
PER ASTM A36/A36MASSEMBLY PLATE-017164
0.50" A36 STEEL
PER ASTM A36/A36MMOMENT FIXTURE BACKPLATE-019172
MOUNTING ANGLEFLL-HPROJ-0036-10118444
0.50" A36 STEEL
PER ASTM A36COLUMN END PLATE, SHORTFLL-HPROJ-0037-101191
0.50" A36 STEEL
PER ASTM A36END PLATE, LONGFLL-HPROJ-0037-105201
1.00" A36 STEEL
PER ASTM A36COLUMN BASEPLATEFLL-HPROJ-0037-1072111
END PLATE, W5X19 CROSS-MEMBER FLL-HPROJ-0037-113222
REINFORCEMENT PLATEFLL-HPROJ-0043-101234
BOLT, GRADE 8, 1/2"-20 UNF-2A X 1.75"92620A7473A0542488
NUT, GRADE 8, 1/2"-20 UNF-2B94895A8253A0542588
WASHER, FLAT, GRADE 8, 1/2"98023A0333A054261616
BOLT, GRADE 8, 5/8"-18 UNF-2A X 2"92620A8253A05427481616
NUT, GRADE 8, 5/8"-18 UNF-2B90499A8353A05428481616
WASHER, FLAT, GRADE 8, 5/8"98023A0353A05429963232
PARTS LIST
NOTES
MATERIAL
SPECIFICATION
NOMENCLATURE
OR DESCRIPTION
PART OR
IDENTIFYING NO.
CAGE CODE
ITEM
NO.QTY REQD
COLUMN, SIDE 1 -10512
COLUMN, SIDE 2 -10724
LOWER CROSS-MEMBER, SIDE 1 -10931
LOWER CROSS-MEMBER, SIDE 2 -11142
MID CROSS-MEMBER, SIDE 1 -11351
MID CROSS-MEMBER, SIDE 2 -11562
MOMENT FIXURE -11774
W8X35 A36 STEEL I-BEAM
PER ASTM A36/A36MCOLUMN, SIDE 1, I-BEAM-00182
W8X35 A36 STEEL I-BEAM
PER ASTM A36REINFORCED PILLAR-00394
W8X35 A36 STEEL I-BEAM
PER ASTM A36/A36MLOWER CROSS-MEMBER, SIDE 1, I-BEAM-005101
W8X36 A36 STEEL I-BEAM
PER ASTM A36/A36MLOWER CROSS-MEMBER, SIDE 2, I-BEAM-007112
W8X35 A36 STEEL I-BEAM
PER ASTM A36/A36MMID CROSS-MEMBER, SIDE 1, I-BEAM-009121
W5X19 A36 STEEL I-BEAM
PER ASTM A36A/36MMID CROSS-MEMBER, SIDE 2, I-BEAM-011132
0.50" A36 STEEL
PER ASTM A36/A36MMOMENT FIXTURE ANGLE-013148
0.50" A36 STEEL
PER ASTM A36/A36MMOMENT FIXTURE BASEPLATE-015154
0.50" A36 STEEL
PER ASTM A36/A36MASSEMBLY PLATE-017164
0.50" A36 STEEL
PER ASTM A36/A36MMOMENT FIXTURE BACKPLATE-019178
MOUNTING ANGLEFLL-HPROJ-0036-1011816
0.50" A36 STEEL
PER ASTM A36COLUMN END PLATE, SHORTFLL-HPROJ-0037-101192
0.50" A36 STEEL
PER ASTM A36END PLATE, LONGFLL-HPROJ-0037-105204
1.00" A36 STEEL
PER ASTM A36COLUMN BASEPLATEFLL-HPROJ-0037-107216
END PLATE, W5X19 CROSS-MEMBER FLL-HPROJ-0037-113224
REINFORCEMENT PLATEFLL-HPROJ-0043-1012316
BOLT, GRADE 8, 1/2"-20 UNF-2A X 1.75"92620A7473A0542416
NUT, GRADE 8, 1/2"-20 UNF-2B94895A8253A0542516
WASHER, FLAT, GRADE 8, 1/2"98023A0333A0542632
BOLT, GRADE 8, 5/8"-18 UNF-2A X 2"92620A8253A0542780
NUT, GRADE 8, 5/8"-18 UNF-2B90499A8353A0542880
WASHER, FLAT, GRADE 8, 5/8"98023A0353A05429160
1 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.
2 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 15092 (OSHA SAFETY BLUE) PER
SOCIETY OF AUTOMOTIVE ENGINEERS (SAE)
SPECIFICATION AMS-STD-595
C. MASK HOLES PRIOR TO PRIMER AND PAINT
3 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-0030-" APPROPRIATE DASH NUMBER AND
LATEST REVISION
4 TORQUE TO:
A. 87 4 IN-LB
B. 135 ± 7 IN-LB
-101 CART SIDE 1
ISOMETRIC VIEW
-103 CART SIDE 2, WING
ISOMETRIC VIEW
-104 CART SIDE 2, ELEVON
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
SHEET 2 OF 16CI NO. SCALE: NONE
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE-101 CART SIDE 1
EXPLODED ISOMETRIC VIEW
CUI//SP-EXPT
-101 CART SIDE 1
ISOMETRIC VIEW
FOR REFERENCE ONLY
4B
}4 PLACES
}2 PLACES
}2 PLACES
4B
4B
C
D
7 6 5 4 3
A
A
D
C
SHEET 3 OF 16CI NO. SCALE: 0.043
-FLL-HRPOJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-103 SIDE 2, WING
EXPLODED ISOMETRIC VIEW
-104 SIDE 2, ELEVON
EXPLODED ISOMETRIC VIEW
CUI//SP-EXPT
{2 PLACES
2 PLACES{
4B
4A
{2 PLACES
4B
-103 SIDE 2, WING
ISOMETRIC VIEW
FOR REFERENCE ONLY
-104 SIDE 2, ELEVON
ISOMETRIC VIEW
FOR REFERENCE ONLY
{2 PLACES
4B
4A
4B
2 PLACES
2 PLACES
C
D
7 6 5 4 3
A
A
D
C
.74
.69
SHEET 4 OF 16CI NO. SCALE: 0.300
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE-105 COLUMN, SIDE 1
WELDMENTS SHOWN
CUI//SP-EXPT
-105 COLUMN, SIDE 1
EXPLODED ISOMETRIC VIEW
SCALE: NONE
N.S. F.S.
N.S. F.S.
SECTION A-A
3.5 3.5
0.50
0.50 3.5
3.5 0.50 0.50
6.3 6.3
0.25 0.25
8.00.508.00.50
6.3 6.3
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
3.38
.688
2X 20.5 (N.S. F.S.)
2X 31.0 (N.S. F.S.)
.740
SHEET 5 OF 16CI NO. SCALE: 0.250
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-107 COLUMN, SIDE 2
WELDMENTS SHOWN
CUI//SP-EXPT
-107 COLUMN, SIDE 2
SCALE: NONE
SEE DETAIL C
N.S. F.S.
N.S. F.S.
SEE DETAIL D
SECTION B-B
DETAIL C
SCALE 0.500
4 PLACES
DETAIL D
SCALE 0.500
2 PLACES
8.00.50
8.00.50
3.5 3.5
0.50 0.50
3.5 3.5
0.50 0.50
6.3 6.3
0.25 0.25
8.00.508.00.50
6.3 6.3
0.25 0.25
3.4 3.4
0.50 0.50
3.4 3.4
0.50 0.50
6.3 6.3
0.25 0.25
6.3 6.3
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
.26 (.255)
2X 117.51
2X .76
SHEET 6 OF 16CI NO. SCALE: 0.300
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-109 LOWER CROSS-MEMBER, SIDE 1
EXPLODED ISOMETRIC VIEW
SCALE: NONE
-109 LOWER CROSS-MEMBER, SIDE 1
WELDMENTS SHOWN
CUI//SP-EXPT
SECTION E-E
SECTION F-F
2 PLACES
5.6 5.6
0.25 0.25
5.6 5.6
0.25 0.25
2.5 2.5
0.25 0.25
2.5 2.5
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
.26 (.255)
2X 117.51
2X .76
SHEET 7 OF 16CI NO. SCALE: 0.300
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE-111 LOWER CROSS-MEMBER, SIDE 2
WELDMENTS SHOWN
-112 LOWER CROSS-MEMBER, SIDE 2, MIRRORED
WELDMENTS SHOWN
CUI//SP-EXPT
SECTION G-G
-111 LOWER CROSS-MEMBER, SIDE 2
EXPLODED ISOMETRIC VIEW
SCALE: NONE
SECTION H-H
2 PLACES
5.6 5.6
0.25 0.25
5.6 5.6
0.25 0.25
2.5 2.5
0.25 0.25
2.5 2.5
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
2X 117.51
4.01 (4.005)
2X .26
SHEET 8 OF 16CI NO. SCALE: 0.500
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE-113 MID CROSS-MEMBER, SIDE 1 1
CUI//SP-EXPT
-113 MID CROSS-MEMBER, SIDE 1
EXPLODED ISOMETRIC VIEW
SCALE: NONE
SECTION J-J
2 PLACES
5.6 5.6
0.25 0.25
5.6 5.6
0.25 0.25
1.7 1.7
0.25 0.25
1.7 1.7
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
2X .43
SHEET 9 OF 16CI NO. SCALE: 0.500
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-115 MID CROSS-MEMBER, SIDE 2
EXPLODED ISOMETRIC VIEW
SCALE: NONE
-115 MID CROSS-MEMBER, SIDE 2
WELDMENTS
CUI//SP-EXPT
N.S. F.S.
N.S. F.S.
N.S. F.S.
N.S. F.S.
SECTION K-K
2.1 2.1
0.38 0.38
2.1 2.1
0.38 0.38
5.0 5.0
0.38 0.38
2.1 2.1
0.38 0.382.1
2.1 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
C
D
7 6 5 4 3
A
A
D
C
8.00
.50
.54
2.252.25
SHEET 10 OF 16CI NO. SCALE: 0.500
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-117 MOMENT FIXTURE
WELDMENTS
CUI//SP-EXPT
-117 MOMENT FIXURE
EXPLODED ISOMETRIC VIEW
SCALE: NONE
6.1 6.1
0.25 0.25
6.1 6.1
0.25 0.25
6.0 6.0
0.25 0.25
6.0 6.0
0.25 0.25
C
D
7 6 5 4 3
A
A
D
C
90.00
(R.39)
(8.02)
(8.13)
(.31)
(.50)
2X 1.51
.00
2X 6.51
X
X
X
X
X
X
4X 1.94
.00
4X 5.19
4X .688 +.008 -.001
THRU ALL
8X .688 +.008 -.001
THRU
X
90.00
X
X
X
X
3X 1.76
.00
(R.39)
(8.02)
(8.13)
(.50)
(.31)
X
X
3X 6.26
6X .688 +.008 -.001
THRU
8X .562 +.008 -.001
THRU
4X 2.07
.00
4X 5.07
SHEET 11 OF 16CI NO. SCALE: 0.250
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-001 COLUMN, SIDE 1, I-BEAM, DETAIL
-003 COLUMN, SIDE 2, I-BEAM, DETAIL
CUI//SP-EXPT
-001 COLUMN, SIDE 1, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
-003 COLUMN, SIDE 2, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
C
D
7 6 5 4 3
A
A
D
C
2X 3.75
(.50)
(8.13)
(.31)
(R.39)
(8.02)
117.00
2X 3.752X (109.50)
2X 1.00
2X (6.02)
2X 1.00
4X 20.1
2X 3.75
(1.00)
4X R.50
2X 3.75
2X 2.38
2X (3.27)
2X 2.38
8X .688 +.001 -.001
THRU
4X 2.44
.00
4X 5.69
X
X
X
X
SHEET 12 OF 16CI NO. SCALE: 0.300
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE-005 LOWER CROSS-MEMBER, SIDE 1, I-BEAM DETAIL
CUI//SP-EXPT
-005 LOWER CROSS-MEMBER, SIDE 1, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
SECTION L-L
C
D
7 6 5 4 3
A
A
D
C
117.00
(8.02)
(8.13)
(.50)
(.39)
(.31)
8X .406 +.006 -.001
THRU
2X 3.75 2X 3.75(109.50)
2X (6.02)
2X 1.00
2X 1.00 4X R.50
2X 3.75 2X 3.75
4X R.50
2X (3.27)
(1.00)
2X 2.38
2X 2.38 4X 20.1
16X .688 +.008 -.001
THRU
8X 2.44
.00
8X 5.69
X
X
X
X
X
X
X
X
4X 2.51
.00
4X 5.51
X
X
X
X
SHEET 13 OF 16CI NO. SCALE: 0.300
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-007 LOWER CROSS-MEMBER, SIDE 2, I-BEAM, DETAIL
CUI//SP-EXPT
-007 LOWER CROSS-MEMBER, SIDE 2, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
SECTION M-M
C
D
7 6 5 4 3
A
A
D
C
(.50)
(8.13)
(.31)
(R.39)
4X R.50
4X R1.00
(8.02)
(6.15)
2X .99
2X .99
2X 3.75 2X 3.75(109.50)
117.00
2X 1.36 2X 1.36
8X .688 +.008 -.001
THRU ALL
2X 6.36 2X 6.36
4X 1.51
.00
4X 6.51
(.43)(5.03)
(5.15)
(.27)
(R.30)
116.76
SHEET 14 OF 16CI NO. SCALE: NOTED
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-009 MID CROSS-MEMBER, SIDE 1, I-BEAM, DETAIL
SCALE: 0.25
-011 MID CROSS-MEMBER, SIDE 2, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
-011 MID CROSS-MEMBER, SIDE 2, I-BEAM, DETAIL
SCALE: 0.400
CUI//SP-EXPT
-009 MID CROSS-MEMBER, SIDE 1, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
C
D
7 6 5 4 3
A
A
D
C
16.00 (.50)
8.02
8X .688 +.008 -.001
THRU
4X 1.51 .02
.00
4X 6.51 .02
X
X
X
X
7.10
(.50)
45.0
9.85
3.35
(.50)
10.00
6.25
SHEET 15 OF 16CI NO. SCALE: 0.500
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE
-015 MOMENT FIXTURE BASEPLATE, DETAIL
-017 ASSEMBLY PLATE, DETAIL
-013 MOMENT FIXTURE ANGLE, DETAIL
CUI//SP-EXPT
CHAMFER
4X .50 X 45
CHAMFER
2X .50 X 45
CHAMFER
2X .50 X 45
C
D
7 6 5 4 3
A
A
D
C
4.00
6.00
(.50)
1.38
4.63
2X R
.688 +.008 -.001
.97
2X .985
SHEET 16 OF 16CI NO. SCALE: 1.000
-FLL-HPROJ-00301JYR2D
REV.DWG. NO.CAGESIZE-019 MOMENT FIXTURE BACKPLATE, DETAIL
CUI//SP-EXPT
SEE DETAIL N
DETAIL N
SCALE 2.000
2 PLACES
| Sheet 1 |
| Views |
| new_view_48 |
| new_view_49 |
| new_view_50 |
| 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 |
| Sheet 2 |
| Views |
| new_view_4 |
| new_view_183 |
| new_view_227 |
| 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 |
| Sheet 3 |
| Views |
| new_view_12 |
| new_view_14 |
| new_view_21 |
| new_view_184 |
| new_view_186 |
| 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 |
| Sheet 4 |
| Views |
| new_view_22 |
| new_view_35 |
| right_180 |
| new_view_201 |
| 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 |
| Sheet 5 |
| Views |
| new_view_25 |
| new_view_36 |
| right_176 |
| C |
| D |
| 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 |
| Sheet 6 |
| Views |
| new_view_38 |
| top_167 |
| new_view_174 |
| right_222 |
| 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 |
| Sheet 7 |
| Views |
| new_view_39 |
| top_163 |
| new_view_172 |
| right_218 |
| 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 |
| Sheet 8 |
| Views |
| new_view_151 |
| top_154 |
| new_view_161 |
| right_216 |
| 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 |
| Sheet 9 |
| Views |
| new_view_189 |
| new_view_192 |
| top_194 |
| new_view_211 |
| 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 |
| Sheet 10 |
| Views |
| new_view_197 |
| new_view_198 |
| top_199 |
| right_200 |
| new_view_209 |
| 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 |
| Sheet 11 |
| Views |
| new_view_44 |
| new_view_45 |
| top_46 |
| right_47 |
| new_view_51 |
| new_view_52 |
| right_103 |
| top_104 |
| 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 |
| Sheet 12 |
| Views |
| new_view_58 |
| new_view_59 |
| right_60 |
| top_61 |
| top_139 |
| 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 |
| Sheet 13 |
| Views |
| new_view_121 |
| new_view_122 |
| left_129 |
| top_130 |
| top_133 |
| 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 |
| Sheet 14 |
| Views |
| new_view_67 |
| new_view_68 |
| right_69 |
| top_70 |
| new_view_202 |
| left_204 |
| new_view_205 |
| 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 |
| Sheet 15 |
| Views |
| new_view_79 |
| right_80 |
| new_view_92 |
| right_93 |
| new_view_207 |
| left_208 |
| 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 |
| Sheet 16 |
| Views |
| new_view_224 |
| right_225 |
| N |
| 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 |
File details come from the government source that posted it. Updated .