FLL-F18LC-6010_B.pdf

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Vertical Tail Platform
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80NSSC22783995Q
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This solicitation requests quotes for a Vertical Tail Platform. NASA/NSSC is seeking to procure this commercial item to be used at NASA's Armstrong Flight Research Center. Quotes are due by November 23, 2021 and should be submitted to Gary Walker. This procurement is set aside for small businesses under NAICS code 333923. All responsible sources may submit quotes, which will be evaluated for award. The selected vendor must be registered in SAM prior to award.

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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

2021-01-07APPROVED FOR INITIAL RELEASE -

L. HUDSON

K. SIU

J.C. ALVAREZ2021-05-10

SHEET 1: CONFIGURATION -102 TO THE BOM

SHEET 2: ADDED PAGE

SHEET 8: UPDATED DIMENSION ON ZONE D4

A

L. HUDSON

K. SIU J.C. ALVAREZ2021-07-27

SHEET 1: ADDED NOTES 8, 9 AND 10

SHEET 3: -101, ADDED MATING DIMENSIONS

SHEET 4: -103, UPDATED DIMENSIONS ON ZONE B6

SHEET 6: -001, UPDATED DIMENSIONS ON ZONES C5, C6 & C7

B

SHEET 1 OF 13CI NO. SCALE: NONE

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

VT PLATFORM

BASE STRUCTURE ASSEMBLY

TITLE

NATIONAL AERONAUTICS AND SPACE ADMINISTRATION

ARMSTRONG FLIGHT RESEARCH CENTER

EDWARDS, CALIFORNIA

2021-01-06J.C. ALVAREZENGR

2021-01-06K. SIUCHECK

REVIEW

2021-01-06L. HUDSONREVIEW

2020-12-11J.C. ALVAREZDRAWN

2020-12-11J.C. ALVAREZDESIGN

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

F18LC FLL-F18LC-6001

PARTS LIST

NOTES

MATERIAL

SPECIFICATION

NOMENCLATURE

OR DESCRIPTION

PART OR

IDENTIFYING NO.

CAGE CODE

ITEM

NO.QTY REQD

-101 -102-103 -105-107

MAIN BEAM, ASSEMBLY -10312

ATTACHMENT PLATE, ASSEMBLY-10524

BASE, CROSS MEMBER -10732

W8 X 67 I BEAM

ASTM A992BEAM 1 LONG -00141

W8 X 67 I BEAM

ASTM A992BEAM 1 SHORT -00351

W8" X 35 STEEL I-BEAM

ASTM A36BEAM 2 LONG -00562

W8" X 35 STEEL I-BEAM

ASTM A36 BEAM 2 SHORT -00771

.75" STEEL PLATE

ASTM A36 ATTACHMENT PLATE TAB -00981

.75" STEEL PLATE

ASTM A36 ATTACHMENT PLATE -01191

W8 X 67 I BEAM

ASTM A992BEAM-CROSS MEMBER -013101

.75" STEEL PLATE

ASTM A36 JOINT PLATE -0151142

.75" STEEL PLATE

ASTM A36 BASE CROSS MBR, REINF. -017122

.50" STEEL PLATE

ASTM A36 REINFORCEMENT, SHORT -019134

.375 STEEL PLATE

ASTM A36 WEB REINFORCEMENT (RHS) -021141

.375 STEEL PLATE

ASTM A36 WEB REINFORCEMENT (LHS) -023151

MLG STRUCTURE, I-BEAM CLEATFLL-F18LC-2010-003168

CAP. 5500 LBSCASTER, STEEL WHEELS23515T6103A054176

GRADE 8, PER SAE J4297/8"-14 X 2.75" HEX SCREW92620A9303A0541816

GRADE 8, PER SAE J4297/8" WASHER, FLAT98023A0373A0541916

GRADE 8, PER SAE J4293/4"- 16 X 2.75" HEX SCREW91257A8763A0542016

GRADE 8, PER SAE J4293/4"-16 X 2,5" HEX SCREW92620A8743A0542148

GRADE 8, PER SAE J4293/4"- WASHER98023A0363A0542264

GRADE 8, PER SAE J4293/4"-16, NUT94895A8403A0542364

GRADE 8, PER SAE J4291/2"-13 X 2" HEX SCREW91257A7203A0542424

GRADE 8, ASME B18.21.11/2" WASHER98023A0333A0542548

GRADE 8, PER SAE J4291/2"-13 NUT94191A5003A0542624

GRADE 8, PER SAE J4297/16--20 X 2", HEX SCREW91257A7013A0542727

GRADE 8, PER SAE J4297/16--WASHER98023A0323A0542827

GRADE 8, PER SAE J4297/16--20 NUT94895A8203A0542927

PARTS LIST

NOTES

MATERIAL

SPECIFICATION

NOMENCLATURE

OR DESCRIPTION

PART OR

IDENTIFYING NO.

CAGE CODE

ITEM

NO.QTY REQD

MAIN BEAM, ASSEMBLY -10312

BASE, CROSS MEMBER -10732

W8 X 67 I BEAM

ASTM A992BEAM 1 SHORT -00351

W8" X 35 STEEL I-BEAM

ASTM A36BEAM 2 LONG -00562

W8" X 35 STEEL I-BEAM

ASTM A36 BEAM 2 SHORT -00771

.75" STEEL PLATE

ASTM A36 JOINT PLATE -015118

MLG STRUCTURE, I-BEAM CLEATFLL-F18LC-2010-003168

CAP. 5500 LBSCASTER, STEEL WHEELS23515T6103A054176

GRADE 8, PER SAE J4297/8"-14 X 2.75" HEX SCREW92620A9303A0541816

GRADE 8, PER SAE J4297/8" WASHER, FLAT98023A0373A0541916

GRADE 8, PER SAE J4293/4"- 16 X 2.75" HEX SCREW91257A8763A0542016

GRADE 8, PER SAE J4293/4"-16 X 2,5" HEX SCREW92620A8743A0542148

GRADE 8, PER SAE J4293/4"- WASHER98023A0363A0542264

GRADE 8, PER SAE J4293/4"-16, NUT94895A8403A0542364

GRADE 8, PER SAE J4291/2"-13 X 2" HEX SCREW91257A7203A0542424

GRADE 8, ASME B18.21.11/2" WASHER98023A0333A0542548

GRADE 8, PER SAE J4291/2"-13 NUT94191A5003A0542624

1 IDENTIFY WITH 1JYR2-FLL-F18LC-6010-APPROPRIATE DASH

NUMBER AND LATEST REVISION LETTER PER MIL-STD-130N

BY METAL ENGRAVING, 0.12 INCH CHARACTER HEIGHT.

SERIALIZE PER AFOP-7900.3-005. LOCATE APPROXIMATELY

AS SHOWN.

2 MASK ALL IDENTIFICATION MARKING AND MACHINED AREAS,

AND COVER (PLUG) HOLES.

3 PAINT PER MIL-PRF-85285E, TYPE III, CLASS H OR W,

OR POWDER COAT PER MIL-C-24712B, TYPE III, CLASS 3 WITH

COLOR PER AMS-STD-595 REV A,

COLOR NUMBER 15092 (GLOSS) BLUE PER MANUFACTURING

INSTRUCTIONS OF ANY SUITABLE NASA AFRC

(CAGE CODE 1JYR2), ZONE 4823A3 APPROVED PRODUCT.

4 TORQUE TO: 41 ± 4 FT/LBS.

5 TORQUE TO: 60 ± 6 FT/LBS.

6 TORQUE TO: 200 ± 20 FT/LBS.

7 TORQUE TO: 320 ± 32 FT/LBS.

8 TO BE MATCHDRILLED WITH FLL-F18LC-6020 SUBASSEMBLY

9 TO BE MATCHDRILLED WITH FLL-F18LC-6040 SUBASSEMBLY

10 SEE VERTICAL TAIL PLATFORM STEEL CONSTRUCTION ALLOWANCES

-101 VT PLATFORM. BASE STRUCTURE ASSEMBLY SHOWN

ISOMETRIC EXPLODED VIEW

-101 VT PLATFORM, BASE STRUCTURE SHOWN

ISOMETRIC VIEW

FOR REFERENCE ONLY

SCALE: NONE

cmasella Typewritten Text

EAR99 NLR

cmasella

EAR99

cmasella Full Size

C

D

7 6 5 4 3

A

A

D

C

SHEET 2 OF 13CI NO. SCALE: 0.050

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

-101 VT PLATFORM. BASE STRUCTURE ASSEMBLY

ISOMETRIC VIEW

FOR REFERENCE ONLY

-102 VT PLATFORM. BASE STRUCTURE ASSEMBLY

ISOMETRIC VIEW

FOR REFERENCE ONLY

C

D

7 6 5 4 3

A

A

D

C

5.515.51

66.52

SHEET 3 OF 13CI NO. SCALE: 0.050

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

10 10

-101 VT PLATFORM. BASE STRUCTURE ASSEMBLY

MATING DIMENSIONS

C

D

7 6 5 4 3

A

A

D

C

( )33.47

( )95.49

SHEET 4 OF 13CI NO. SCALE: 0.100

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

PARTS LIST

NOTES

MATERIAL

SPECIFICATION

NOMENCLATURE

OR DESCRIPTION

PART OR

IDENTIFYING NO.

CAGE CODE

ITEM

NO.QTY REQD

ATTACHMENT PLATE, ASSEMBLY-10524

W8 X 67 I BEAM

ASTM A992BEAM 1 LONG -00141

.375 STEEL PLATE

ASTM A36 WEB REINFORCEMENT (RHS) -021141

.375 STEEL PLATE

ASTM A36 WEB REINFORCEMENT (LHS) -023151

GRADE 8, PER SAE J4297/16--20 X 2", HEX SCREW91257A7013A0542727

GRADE 8, PER SAE J4297/16--WASHER98023A0323A0542827

GRADE 8, PER SAE J4297/16--20 NUT94895A8203A0542927

-103 MAIN BEAM ASSEMBLY

ISOMETRIC EXPLODED VIEW

SCALE: NONE

-103 MAIN BEAM ASSEMBLY. WELDING DETAIL

26 X Ø .48 THRU HOLES TO BE MATCH

DRILLED TO THE I-BEAM' WEB.

REINFORCEMENT'S PROFILE CANNOT

EXCEED THESE I-BEAM' TWO FACES.

5(0.25) 8.30.25 0.25 45.00

6(0.25) 8.30.25 0.25 45.00

7(0.25) 8.30.25 0.25 45.00

8(0.25) 8.30.25 0.25 45.00

50.80.50

14.30.50

C

D

7 6 5 4 3

A

A

D

C

8.28

7.13

( ).75

1.89

1.31

4X THRU.800

2X X .50.50

3.10

7.13

( ).75

2X X.75.75

3.64

4.50

4.50

SHEET 5 OF 13CI NO. SCALE: 0.500

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

PARTS LIST

NOTES

MATERIAL

SPECIFICATION

NOMENCLATURE

OR DESCRIPTION

PART OR

IDENTIFYING NO.

CAGE CODE

ITEM

NO.QTY REQD

.75" STEEL PLATE

ASTM A36 ATTACHMENT PLATE TAB -00981

.75" STEEL PLATE

ASTM A36 ATTACHMENT PLATE -01191

-009 ATTACHMENT PLATE, TAB DETAIL

-011 ATTACHMENT PLATE, DETAIL

-105 ATTACHMENT PLATE ASSEMBLY, WELDING DETAIL

ISOMETRIC VIEW

SCALE: NONE

BOTH SIDES

-105 ATTACHMENT PLATE ASSEMBLY, WELDING LOCATION

FRONT VIEW

SCALE: 1.000

14.30.50

B

C

AB

C

C

D

7 6 5 4 3

A

A

D

C

( )8.28

( )9.00

4X (R ).75

166.860 +.005 -.005

9.00

5.50

R1.0

( ).935

( ).570

12X 1.66

12X 4.96

4X THRU

ONE FLANGE

.800

4X THRU

ONE FLANGE

.925 4X THRU

ONE FLANGE

.925

4X THRU

ONE FLANGE

.800

4X THRU

ONE FLANGE

.800

4X THRU

ONE FLANGE

.925

1.66

4.96

18X THRU

ONE FLANGE

.925

SHEET 6 OF 13CI NO. SCALE: 0.100

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

-001 BEAM 1 LONG, DETAIL

-001 BEAM 1 LONG

ISOMETRIC VIEW

FOR REFERENCE ONLY

SCALE: NONE

A

C

B

B

C

D

7 6 5 4 3

A

A

D

C

9.35

18.00

.00

5X 1.00

.00

11X 2.80

11X 4.60

3X 7.69

X

X

X

X

X

X

X

X

X

X

X

27X THRU.480

( ).38

9.00

R1.00

3X THRU.950

7.54

( )18.00

SHEET 7 OF 13CI NO. SCALE: 0.500

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

I WOULD LIKE TO HAVE THE (UNIQUE)

FLAT PATTERN HERE, WITH ALL THE

DIMENSIONS

-021 WEB REINFORCEMENT DETAIL

DIMENSIONS BEFORE BENDING

-021 WEB REINFORCEMENT DETAIL

DIMENSIONS BEFORE BENDING

C

D

7 6 5 4 3

A

A

D

C

3.86

R.75

6.38

SHEET 8 OF 13CI NO. SCALE: 0.500

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

-021 WEB REINFORCEMENT (RHS)

ISOMETRIC VIEW

FOR REFERENCE ONLY

SCALE: NONE

-023 WEB REINFORCEMENT (LHS)

ISOMETRIC VIEW

FOR REFERENCE ONLY

SCALE: NONE

-021 WEB REINFORCEMENT SHOWN

DIMENSIONS AFTER BENDING

C

D

7 6 5 4 3

A

A

D

C ( )8.28

( )9.00 4X (R ).75

89.500 +.005 -.005

( ).935

( ).570

1.66

4.96

8X THRU

ONE FLANGE

.800

1.66

4.96

12X THRU

ONE FLANGE

.925

SHEET 9 OF 13CI NO. SCALE: 0.150

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

-003 BEAM 1, SHORT DETAIL

-003 BEAM 1 SHORT

ISOMETRIC VIEW

FOR REFERENCE ONLY

SCALE: NONE

A

C

B

B

C

D

7 6 5 4 3

A

A

D

C

( ).31

( )8.02

( )8.12

( )200.00

4X (R ).50

( ).495

6X 1.53

6X 4.96

12X THRU

ONE FLANGE

.800

4X 1.22

4X 5.56

8X THRU

ONE FLANGE

.620

SHEET 10 OF 13CI NO. SCALE: 0.080

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

-005 BEAM 2, LONG DETAIL

-005 BEAM 2 LONG

ISOMETRIC VIEW

FOR REFERENCE ONLY

SCALE: NONE

C

E

D

E

D

E

C

D

7 6 5 4 3

A

A

D

C

( ).31

( )8.02

( )8.12

( )125.00

4X (R ).50

8X THRU.620

8X THRU.800

( ).495

4X 1.22

4X 5.56

4X 1.53

4X 4.96

SHEET 11 OF 13CI NO. SCALE: 0.100

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

-007 BEAM 2, SHORT DETAIL

-007 BEAM 2, SHORT

ISOMETRIC VIEW

FOR REFERENCE ONLY

SCALE: NONE

C

E

D

E

D

E

C

D

7 6 5 4 3

A

A

D

C

.45

3.77

4.20

( )17.45

SHEET 12 OF 13CI NO. SCALE: 0.350

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

PARTS LIST

NOTES

MATERIAL

SPECIFICATION

NOMENCLATURE

OR DESCRIPTION

PART OR

IDENTIFYING NO.

CAGE CODE

ITEM

NO.QTY REQD

W8 X 67 I BEAM

ASTM A992BEAM-CROSS MEMBER -013101

.75" STEEL PLATE

ASTM A36 JOINT PLATE -015112

.75" STEEL PLATE

ASTM A36 BASE CROSS MBR, REINF. -017122

.50" STEEL PLATE

ASTM A36 REINFORCEMENT, SHORT -019134

-107 BASE, CROSS MEMBER, WELDING DETAIL

ISOMETRIC VIEW

SCALE: NONE

-107 BASE, CROSS MEMBER, DETAIL

FRONT VIEW

-107 BASE, CROSS MEMBER, DETAIL

BACK VIEW

7.30.40

28.40.38

14.50.38

14.50.38

4.50.25

4.50.25

11.80.25

8.30.38

C

D

7 6 5 4 3

A

A

D

C

( )8.28

( )9.00

4X (R ).75

103.850 +.005 -.005

8.28

17.00

( ).75

4X X .50.50

8.00

8.00 ( ).75 X .75.75

3.00

3.00

( ).50

X .75.75

( ).94

( ).57

.00

1.90

.00

6.40

8X THRU.800

135.0�$�

135.0�$�

SHEET 13 OF 13CI NO. SCALE: NOTED

BFLL-F18LC-60101JYR2D

REV.DWG. NO.CAGESIZE

-015 JOINT PLATE, DETAIL

SCALE: 0.300

-013 BEAM-CROSS MEMBER, DETAIL

SCALE: 0.150

-017 BASE CROSS MBR, REINF. DETAIL

SCALE: 0.350

-019 SHORT REINFORCEMENT, DETAIL

SCALE: 1.000

B

C

A

Sheet 1
Views
new_view_3
new_view_4
new_view_108
Zones
D8
D7
D6
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D3
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C8
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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
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new_view_103
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D8
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C8
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B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
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A4
A3
A2
A1
Sheet 3
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new_view_106
bottom_107
Zones
D8
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C8
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C6
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B8
B7
B6
B5
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B3
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B1
A8
A7
A6
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A4
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A1
Sheet 4
Views
new_view_42
new_view_43
new_view_44
Zones
D8
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C8
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B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 5
Views
new_view_35
new_view_36
right_37
right_38
bottom_39
new_view_40
new_view_46
Zones
D8
D7
D6
D5
D4
D3
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D1
C8
C7
C6
C5
C4
C3
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C1
B8
B7
B6
B5
B4
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B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 6
Views
new_view_9
bottom_13
right_14
top_15
new_view_27
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
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C1
B8
B7
B6
B5
B4
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B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 7
Views
new_view_76
new_view_83
bottom_84
new_view_88
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
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C6
C5
C4
C3
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C1
B8
B7
B6
B5
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B1
A8
A7
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A1
Sheet 8
Views
new_view_75
new_view_77
new_view_79
right_80
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Zones
D8
D7
D6
D5
D4
D3
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D1
C8
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C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
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A8
A7
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Sheet 9
Views
new_view_10
right_16
top_17
bottom_18
new_view_29
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
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C1
B8
B7
B6
B5
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B1
A8
A7
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A1
Sheet 10
Views
new_view_11
right_19
top_20
top_25
new_view_31
Zones
D8
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D6
D5
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D3
D2
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C8
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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_12
right_22
top_23
top_26
new_view_32
Zones
D8
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D6
D5
D4
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C8
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C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
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A3
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A1
Sheet 12
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new_view_49
new_view_51
Zones
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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_53
new_view_58
new_view_60
right_61
right_62
new_view_63
right_64
bottom_68
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 .