SATPC0039980 Tab 04 Drawing (FLL-HPROJ-0030).pdf

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Attached to
Support Frame Structure (SFS) Fabrication Federal contract opportunity
Solicitation number
80NSSC25918899Q
Issued by
National Aeronautics and Space Administration Shared Services Center

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.

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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

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
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D4
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D1
C8
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C6
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C4
C3
C2
C1
B8
B7
B6
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B4
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B1
A8
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Sheet 3
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new_view_12
new_view_14
new_view_21
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C8
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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 .