Elevated Platform.pdf

PDF 2 MB Posted Aug 25, 2023

Attached to: Tide Station Elevated Platform Federal contract opportunity
Solicitation number: NC-NT2000-23-01061
Issued by: Department of Commerce National Oceanic and Atmospheric Administration

About this file

Written by GovTribe AI · Dec 20, 2023

This engineering drawing package details the design of an 8-foot elevated platform. The platform is designed to support a dual mast weather station enclosure and five solar panels in winds up to 170 mph above 7 feet above mean sea level. Key components include a frame, legs, bracing, main rail, corner rail, sponsons, ladder support, gratings, and assembly drawings. Materials specified are aluminum and stainless steel. Reinforcing plates are also included. Fastener types and sizes are defined. The platform is intended to meet cracking and load criteria for a 2500 psi concrete slab with 9-inch embedment and anchor spacing. The contact information provided is for the National Ocean Service Center for Operational Oceanographic Products and Services.

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Other files for this federal contract opportunity

Other files attached to Tide Station Elevated Platform, newest first.
File	Type	Posted
Port Fourchon Station.pdf	PDF	Aug 25, 2023
RFQ NC-NT2000-23-01061.pdf	PDF	Aug 25, 2023
MWWL Geodetic Collar Rev D.FERS.pdf	PDF	Aug 25, 2023
DMES 60x60x15 Rev C.pdf	PDF	Aug 25, 2023
MWWL 30 Inch Fixed Arm.pdf	PDF	Aug 25, 2023
Statement of Work NC-NT2000-23-01061.pdf	PDF	Aug 25, 2023

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National Ocean Service Center for Operational

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

C O

S H

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

CS-01

DRAWING INDEX

SHEET DWG NO TITLE

01 CS-01 COVER SHEET

02 S-01 FRAME (LAYOUT 1)

03 S-02 FRAME (LAYOUT 2)

04 S-03 FRAME (LAYOUT 3)

05 S-04 LEG A

06 S-05 LEG B

07 S-06 BRACING

08 S-07 MWWL RAIL (1)

09 S-08 MWWL RAIL (2)

10 S-09 CORNER RAIL (1)

11 S-10 CORNER RAIL (2)

12 S-11 SPONSON

13 S-12 LADDER SUPPORT

14 S-13 GRATING

15 AS-01 PLATFORM ASSEMBLY

16 AS-02 SPONSON ASSEMBLY

17 AS-03 RAILING & GRATING ASSEMBLY

18 AS-04 DMES ASSEMBLY

19 AS-05 COMPLETE ASSEMBLY

20 G-01 ITEM LIST

8' ELEVATED PLATFORM

ISOMETRIC OVERVIEW

SEE SH S-01 - S-13 FOR FABRICATION DETAILS

SEE SH AS-01 - AS-05 FOR ASSEMBLY DETAILS

REV DESCRIPTION OF CHANGES

THE CORNER RAIL (ITEM 9) WAS MISSING MOUNTING

HOLES. THE LADDER SUPPORT (ITEM 13) LADDER

MOUNTING HOLES WERE MODIFIED.

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

E (L

U T

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-01

SHEET NOTES:

1. FOR ITEM 1 QUANTITY REQUIRED IS 1 EACH.

2. ALL GROOVE WELDS SHALL BE FULL JOINT PENETRATION.

3. ALL GROOVE WELDS SHALL HAVE A 0.12" ROOT OPENING.

4. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE SPECIFIED.

5. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

6. USE 4043 FILLER WIRE FOR ALL WELDS.

7. GRIND FLUSH TO MATERIAL ON TOP.

8. ALL MACHINED SURFACES FINISH TO BE 125RMS.

9. WEIGHT: 344 LBS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

108.25

65.50

72.25

18.50

6.00

18.50

5.25

1.50 (2 PLACES)

3.00 (2 PLACES)

Ø0.625 (2 PLACES)

1.25 (TYP)

3.50 (TYP)

59.50

(TYP)

63.00

(TYP)

3.50 (TYP)

14.25 (TYP)

17.75 (TYP)

Ø0.875 DRILL THRU

ONE SIDE ONLY (4 PLACES)

Ø0.875 DRILL THRU

BOTH SIDE (4 PLACES)

TOP VIEW

FRAME

SEE SH S-02 FOR BOTTOM VIEW

SEE SH S-03 FOR FRONT, RIGHT, AND LEFT VIEW

SEE SH NOTES 1-9

(TYP)

M2 M2

M3 (6 PLACES)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

E (L

U T

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-02

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

SHEET NOTES:

1. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE SPECIFIED.

2. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

3. USE 4043 FILLER WIRE FOR ALL WELDS.

4. ALL MACHINED SURFACES FINISH TO BE 125RMS.

14.00 (TYP)

12.00

(TYP)

9.50

(TYP)

11.50 (TYP)

1.25 (TYP)1.25 (TYP)

Ø0.875 (TYP)

1.75 (TYP)

17.00

38.50

15.00

25.50

5.00 (TYP)

3.00 (TYP)

R0.50 (TYP)

19.50

20.50

CUT THRU ONE SIDE ONLY (TYP)

BOTTOM VIEW

FRAME

SEE SH S-01 FOR TOP VIEW

SEE SH S-03 FOR FRONT, RIGHT, AND LEFT VIEW

SEE SH NOTES 1-4

(TYP)

M5 (TYP)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

E (L

U T

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-03

SHEET NOTES:

1. ALL GROOVE WELDS SHALL BE FULL JOINT PENETRATION.

2. ALL GROOVE WELDS SHALL HAVE A 0.12" ROOT OPENING.

3. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE SPECIFIED.

4. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

5. USE 4043 FILLER WIRE FOR ALL WELDS.

6. GRIND FLUSH TO MATERIAL ON TOP.

7. ALL MACHINED SURFACES FINISH TO BE 125RMS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

RIGHT VIEW

FRAME

SEE SH S-01 FOR TOP VIEW

SEE SH S-02 FOR BOTTOM VIEW

FRONT VIEW

FRAME

SEE SH S-01 FOR TOP VIEW

SEE SH S-02 FOR BOTTOM VIEW

SEE SH NOTES 1-7

LEFT VIEW

FRAME

SEE SH S-01 FOR TOP VIEW

SEE SH S-02 FOR BOTTOM VIEW

0.63 21.38

23.88 33.13 33.63

0.50 (TYP)

5.63 (TYP)

5.63 (TYP)45° X 0.75 (TYP)

16.50

12.75 (TYP)32.75 (TYP)

6.006.00 1.75 (4 PLACES)16.50

BOTTOM SURFACE OF THE BASE PLATES

TO BE IN SAME PLANE & FLAT ±0.062 39.00

Ø0.625 DRILL THRU

ONE SIDE ONLY (4 PLACES)

10.13 34.13

2.00 (2 PLACES)

2.13 (6 PLACES)

2.13 25.75

49.386.00 (TYP)

Ø0.625 DRILL THRU

BOTH SIDES (4 PLACES)

Ø0.625 DRILL THRU

ONE SIDE ONLY

Ø0.625 DRILL THRU

ONE SIDE ONLY

SECTION A-A

TYPICAL CROSS MEMBER DETAIL

SEE SH NOTES 1-7

(2 PLACES)

(TYP)

1-3

G 1-21/8

M13 (TYP)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-04

SHEET NOTES:

1. FOR ITEM 2 QUANTITY REQUIRED IS 2 EACH.

2. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE

SPECIFIED.

3. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

4. USE 4043 FILLER WIRE FOR ALL WELDS.

5. GRIND FLUSH TO MATERIAL ON TOP.

6. ALL MACHINED SURFACES FINISH TO BE 125RMS.

7. WEIGHT: 103 LBS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

FRONT VIEW

LEG A

SEE SH NOTES 1-7

45° X 1.0 (TYP)

2 RIGHT VIEW

LEG A

SEE SH NOTES 1-7

TOP VIEW

LEG A

SEE SH NOTES 1-7

BOTTOM VIEW

LEG A

SEE SH NOTES 1-7

87.5

90°

8.00

(TYP)

5.23 (TYP)

3.98 (TYP)

6.50

(TYP)

6.75

(TYP)

Ø0.750 (TYP)

R1.25 (TYP)

0.50 (TYP)

8.00 (TYP)

0.50 (TYP)

3.00 (TYP)

45° X 1.0 (TYP)

8.0

14.00

12.00 9.50

(TYP)

11.50 (TYP)

1.25

Ø0.875 (TYP)

14.00

12.00 9.50

(TYP)

11.50 (TYP)

1.25

Ø0.875 (TYP) Ø0.50

(TYP)

M5(TYP)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-05

SHEET NOTES:

1. FOR ITEM 3 QUANTITY REQUIRED IS 2 EACH.

2. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE

SPECIFIED.

3. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

4. USE 4043 FILLER WIRE FOR ALL WELDS.

5. GRIND FLUSH TO MATERIAL ON TOP.

6. ALL MACHINED SURFACES FINISH TO BE 125RMS.

7. WEIGHT: 103 LBS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

FRONT VIEW

LEG B

SEE SH NOTES 1-7

45° X 1.0 (TYP)

3 RIGHT VIEW

LEG B

SEE SH NOTES 1-7

TOP VIEW

LEG B

SEE SH NOTES 1-7

BOTTOM VIEW

LEG B

SEE SH NOTES 1-7

87.5

90°

8.00

(TYP)

5.23 (TYP)

3.98 (TYP)

6.50

(TYP)

6.75

(TYP)

Ø0.750 (TYP)

R1.25 (TYP)

0.50 (TYP)

8.00 (TYP)

0.50 (TYP)

3.00 (TYP)

45° X 1.0 (TYP)

8.0

14.00

12.00 9.50

(TYP)

11.50 (TYP)

1.25

Ø0.875 (TYP)

14.00

12.00 9.50

(TYP)

11.50 (TYP)

1.25

Ø0.875 (TYP) Ø0.50

(TYP)

M5(TYP)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-06

SHEET NOTES:

1. FOR ITEM 4 QUANTITY REQUIRED IS 4 EACH.

2. FOR ITEM 5 QUANTITY REQUIRED IS 4 EACH.

3. FOR ITEM 6 QUANTITY REQUIRED IS 2 EACH.

4. FOR ITEM 7 QUANTITY REQUIRED IS 4 EACH.

5. ALL MACHINED SURFACES FINISH TO BE 125RMS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

FRONT VIEW

SIDE BRACE

SEE SH NOTES 1 & 5

WEIGHT: 18.5 LBS

FRONT VIEW

FRONT BRACE

SEE SH NOTES 2 & 5

WEIGHT: 18.5 LBS

89.50

89.65

FRONT VIEW

DMES CLAMP

SEE SH NOTES 3 & 5

WEIGHT: 1.9 LBS

1.38 (TYP)

1.75 86.15

1.38 (TYP)

1.75 86.00

Ø0.875

(TYP)

Ø0.875

(TYP)

9.33

1.50 (TYP)

2.19 4.95 Ø0.875

FRONT VIEW

1-1/2 NPS PIPE BRACKET

SEE SH NOTES 4-5

WEIGHT: 0.7 LBS

7 TOP VIEW

1-1/2 NPS PIPE BRACKET

SEE SH NOTES 4-5

5.00 2.501.25

1.85

(TYP)

2.441.16

0.25 (TYP)

1.80

(TYP)

Ø0.500

(TYP)

R0.22

(TYP)

M14

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

M W

W L

L (1

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-07

SHEET NOTES:

1. FOR ITEM 8 QUANTITY REQUIRED IS 1 EACH.

2. ALL GROOVE WELDS SHALL BE FULL JOINT PENETRATION.

3. ALL GROOVE WELDS SHALL HAVE A 0.12" ROOT OPENING.

4. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE SPECIFIED.

5. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

6. USE 4043 FILLER WIRE FOR ALL WELDS.

7. ALL MACHINED SURFACES FINISH TO BE 125RMS.

8. WEIGHT: 140 LBS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

FRONT VIEW

MWWL RAIL

SEE SH S-08 FOR TOP AND BOTTOM VIEW

SEE SH NOTES 1-8

48.75

11.13

10.63

24.00

42.00

(TYP)

21.19

(TYP)

31.00 (TYP)

21.19

RIGHT VIEW

MWWL RAIL

SEE SH S-08 FOR TOP AND BOTTOM VIEW

SEE SH NOTES 1-8

(TYP)

M10

(TYP)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

M W

W L

L (2

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-08

SHEET NOTES:

1. ALL GROOVE WELDS SHALL BE FULL JOINT PENETRATION.

2. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4".

3. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

4. USE 4043 FILLER WIRE FOR ALL WELDS.

5. ALL MACHINED SURFACES FINISH TO BE 125RMS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

TOP VIEW

MWWL RAIL

SEE SH S-07 FOR FRONT AND RIGHT VIEW

SEE SH NOTES 1-5

BOTTOM VIEW

MWWL RAIL

SEE SH S-07 FOR FRONT AND RIGHT VIEW

SEE SH NOTES 1-5

ISOMETRIC VIEW

MWWL RAIL

SEE SH S-07 FOR FRONT AND RIGHT VIEW

SEE SH NOTES 1-5

8.63

57.25

35.75

18.50

6.00

(TYP)

6.00

(TYP)

2.13

25.75 25.75

49.38

4.00 (TYP)

5.00

(TYP)

R0.50 (TYP)

1.63

(TYP)

1.63

15.3815.38

39.00

1.50 (TYP)

4.50 (TYP)

Ø0.625

(TYP)

Ø0.625 (2 PLACES)

Ø0.625 (TYP)

(TYP)

M11

2.13

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

C O

R N

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-09

SHEET NOTES:

1. FOR ITEM 9 QUANTITY REQUIRED IS 1 EACH.

2. FOR ITEM 10 QUANTITY REQUIRED IS 8 EACH.

3. ALL GROOVE WELDS SHALL BE FULL JOINT PENETRATION.

4. ALL GROOVE WELDS SHALL HAVE A 0.12" ROOT OPENING.

5. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE SPECIFIED.

6. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

7. USE 4043 FILLER WIRE FOR ALL WELDS.

8. ALL MACHINED SURFACES FINISH TO BE 125RMS.

9. WEIGHT: 111 LBS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

FRONT VIEW

CORNER RAIL

SEE SH S-10 FOR TOP AND BOTTOM VIEW

SEE SH NOTES 1 & 3-9

9 RIGHT VIEW

CORNER RAIL

SEE SH S-10 FOR TOP AND BOTTOM VIEW

SEE SH NOTES 1 & 3-9

45° X 0.5 (TYP)0.50

0.50

6.00

4.25

FRONT VIEW

RAIL GUSSET

SEE SH NOTE 2

56.50 (TYP)

42.00

(TYP)

27.75

0.25

21.19

22.50

45.00

(TYP)

M13

10(8 PLACES)

M10(TYP)

M12(TYP)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

C O

R N

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-10

SHEET NOTES:

1. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE SPECIFIED.

2. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

3. USE 4043 FILLER WIRE FOR ALL WELDS.

4. ALL MACHINED SURFACES FINISH TO BE 125RMS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

TOP VIEW

CORNER RAIL

SEE SH S-09 FOR FRONT AND RIGHT VIEW

SEE SH NOTES 1-4

BOTTOM VIEW

CORNER RAIL

SEE SH S-09 FOR FRONT AND RIGHT VIEW

SEE SH NOTES 1-4

ISOMETRIC VIEW

CORNER RAIL

SEE SH S-09 FOR FRONT AND RIGHT VIEW

SEE SH NOTES 1-4

1.50

1.50 45° X 1.0 (TYP)

57.50

6.00

32.00

6.00

(TYP)

22.50

45.00

24.50

Ø0.625 (TYP)

3.00

(TYP)

3.00 (TYP)

1-3 (TYP)

M11

2.50 (4 PLACES)

32.00

(2 PLACES)

16.00

(2 PLACES)

1.15 (TYP)

Ø0.50, DRILL THRU

(8 PLACES)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-11

SHEET NOTES:

1. FOR ITEM 11 QUANTITY REQUIRED IS 5 EACH.

2. FOR ITEM 12 QUANTITY REQUIRED IS 2 EACH.

3. ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4" UNLESS OTHERWISE SPECIFIED.

4. ALL WELDS TO BE CONTINUOUS UNLESS OTHERWISE SPECIFIED.

5. USE 4043 FILLER WIRE FOR ALL WELDS.

6. ALL MACHINED SURFACES FINISH TO BE 125RMS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

FRONT VIEW

MWWL RAIL SPONSON

SEE SH NOTES 1 & 3-6

WEIGHT: 5.6 LBS

FRONT VIEW

CORNER RAIL SPONSON

SEE SH NOTES 2-6

WEIGHT: 5.1 LBS

12RIGHT VIEW

MWWL RAIL SPONSON

SEE SH NOTES 1 & 3-6

TOP VIEW

MWWL RAIL SPONSON

SEE SH NOTES 1 & 3-6

RIGHT VIEW

CORNER RAIL SPONSON

SEE SH NOTES 2-6

TOP VIEW

CORNER RAIL SPONSON

SEE SH NOTES 2-6

9.50 9.50

9.00

7.63

3.00

0.50

45° X 0.75 (TYP)

0.50

8.00

6.00

45° X 0.75 (TYP)

6.00

1.75

4.50

(TYP)

3.00

(TYP)

Ø0.625 (TYP)

6.00 6.00 1.751.75

1.75 (TYP) 1.75 (TYP)

(TYP) (TYP)

M13

M9 M9

M13 (TYP)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

S U

R T

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-12

SHEET NOTES:

1. FOR ITEM 13 QUANTITY REQUIRED IS 1 EACH.

2. ALL MACHINED SURFACES FINISH TO BE 125RMS.

3. WEIGHT: 16 LBS.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

FRONT VIEW

LADDER SUPPORT

SEE SH NOTES 1-3

13 ISOMETRIC VIEW

LADDER SUPPORT

SEE SH NOTES 1-3

41.38

4.00 (TYP)

2.50 (TYP)

1.25 (TYP)

2.92 (TYP)

6.00

25.91 (TYP)

8.50 4.00

R0.50 (TYP)

Ø0.500 DRILL THRU

ONE SIDE ONLY (4 PLACES)

Ø0.625 (2 PLACES)

CUT THRU ONE SIDE ONLY

34.13

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

G R

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-13

SHEET NOTES:

1. FOR ITEM 14 QUANTITY REQUIRED IS 1 EACH.

2. FOR ITEM 15 QUANTITY REQUIRED IS 1 EACH.

3. FOR ITEM 16 QUANTITY REQUIRED IS 1 EACH.

4. FOR ITEM 17 QUANTITY REQUIRED IS 1 EACH.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

TOP VIEW

DMES GRATE

SEE SH NOTE 1

WEIGHT: 16.5 LBS

14 TOP VIEW

MAIN GRATE

SEE SH NOTE 2

WEIGHT: 70.3 LBS

TOP VIEW

SIDE GRATE

SEE SH NOTE 4

2.5 LBS

TOP VIEW

MWWL GRATE

SEE SH NOTE 3

10.7 LBS

13.50

58.25

51.75

65.25

29.88

17.25

21.00

5.75

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

M A

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

AS-01

15ISOMETRIC VIEW

FRAME AND LEG ASSEMBLY

SEE SH NOTES 1-3

(4 PLACES)

SHEET NOTES:

1. THIS PLATFORM IS DESIGNED TO SUPPORT A DMES AND 5 BSP 4012 SOLAR PANELS IN UP TO WIND SPEEDS

OF 170MPH. OTHER DESIGN CRITERIA ARE AS FOLLOWS: 8' WAVE HEIGHT ABOVE DECK AND DECK IS 7' ABOVE MSL. FOR MAX LOADING THE DESIGN CRITERIA TO BE MET ARE AS FOLLOWS: CRACKED 2500 PSI CONCRETE, 9" EMBEDMENT, 9.13" ANCHOR SPACING, 12" EDGE SPACING, 26" THK CONCRETE SLAB.

2. CONTACT DDET PRIOR TO USING THIS DESIGN SO DESIGN CRITERIA CAN BE VERIFIED.

3. LEGS ARE TO BE ANCHORED USING 3/4-10UNC ANCHORS. EMBEDMENT SHALL BE SPECIFIED ON

INSTALLATION DRAWING.

4. INSTALLATION DRAWING REFERS TO A SEPARATE DRAWING THAT CALLS FOR THIS ASSEMBLY TO BE

INSTALLED

5. ALL FASTENERS ARE TO BE INSTALLED WITH ANTI-SEIZE UNLESS OTHERWISE STATED.

(4)23

(8)22

(4)21

(4)23

(8)22

(4)21

(4)

(8)

(4)

(8)

(4)

(2, 4 PLACES)

(4, 4 PLACES)

(2, 4 PLACES)

(4, 4 PLACES)

(2, 4 PLACES)

27(2, 4 PLACES)

30(3, 4 PLACES)

(4 PLACES)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

N A

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

AS-02

ISOMETRIC VIEW

MWWL ASSEMBLY

(2 PLACES)

31 (2 PLACES)

(2, 2 PLACES)

(2)

(4)

(2)

(4)

(2)

(4)

(2)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

G R

G A

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

AS-03

17ISOMETRIC VIEW

RAILING & GRATING ASSEMBLY

SEE SH NOTES 1-4

(4)35

(8)

(4)

(2) 34

(4)

(2)

(2) 34

(4)

(2)

(8) 34

(16)

(8)

(6) 34

(12)

(6)

(AS NEEDED)

(SEE SH NOTE 2)

SHEET NOTES:

1. ENSURE GRATING DOES NOT INTERFERE WITH INSTALLATION OF DMES (ITEM 20, SEE SH

AS-04), CUT GRATING AS REQUIRED.

2. TO SECURE GRATING DRILL Ø0.31 HOLES IN CHANNEL OR PLATE. HOLD DOWN CLIPS TO

BE INSTALLED IN ACCORDANCE WITH FIBERGRATE'S "GUIDELINES FOR THE ENGINEER &

DESIGNER, SECTION 2.3".

3. SECURE GRATING TO 2 X 6 X 0.25, RECT TUBE AS REQUIRED.

4. LADDER IS TO BE ANCHORED USING 3/8-16UNC ANCHORS. EMBEDMENT SHALL BE

SPECIFIED ON INSTALLATION DRAWING.

(AS NEEDED)

(SEE SH NOTE 2)

(AS NEEDED)

(SEE SH NOTE 2)

(AS NEEDED)

(SEE SH NOTES 1 & 3)

44 (AS NEEDED)

(SEE SH NOTE 4)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

D M

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

AS-04

ISOMETRIC VIEW

DMES ASSEMBLY

7(SEE SH NOTE 1, AS NEEDED)

(2, AS NEEDED) 38

(4, AS NEEDED)

(2, AS NEEDED)

(2, 2 PLACES)24

(2 PLACES)

(4, 2 PLACES)

(4)25

(8)

(4)

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

C O

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

AS-05

ISOMETRIC VIEW

COMPLETE ASSEMBLY

FOR ILLUSTRATIVE PURPOSES ONLY

FINAL CONFIGURATION TO BE SPECIFIED IN INSTALLATION DRAWING

SEE SH NOTE 1

HARDENED SOLAR PANEL FRAME,

QUANTITY AND ANGLE TO BE

SPECIFIED IN INSTALLATION

DRAWING

1-1/2 NPS PIPE, TO BE CUT AND INSTALLED BY NOAA (TYP)

SENSOR CONFIGURATION

TO BE SPECIFIED IN INSTALLATION

DRAWING, INSTALLED BY NOAA

MWWL FIXED ARM, LENGTH AND INSTALLATION HEIGHT

TO BE SPECIFIED IN INSTALLATION DRAWING

SHEET NOTES:

1. ALL COMPONENTS REFERENCED ON THIS SHEET WILL BE PROVIDED BY NOAA.

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

G-01

ITEM LIST CONTINUED

ITEM QTY DESCRIPTION REMARKS

21 16 3/4-10UNC X 2-1/2 LG, FULLY THREADED HEX HD SCREW,

SS316

22 48 3/4 WASHER, SS316

23 28 3/4-10UNC NYLON INSERT LOCK NUT, SS316

24 4 3/4-10UNC X 11 LG, THREADED ROD, SS316

25 4 3/4-10UNC X 2-1/4 LG, FULLY THREADED HEX HD SCREW,

SS316

26 16 5/8-11UNC X 2-1/4 LG, PARTIALLY THREADED HEX HD SCREW,

SS316

27 40 5/8 WASHER, SS316

28 20 5/8-11UNC NYLON INSERT LOCK NUT, SS316

29 4 5/8-11UNC X 2-1/2 LG, PARTIALLY THREADED HEX HD SCREW,

SS316

30 12 5/8 WASHER, 0.14 THK, SS316 MCMASTER-CARR PART NO: 91525A340 OR EQUIVALENT

31 4 1/2-13UNC X 8-1/2 LG, THREADED ROD, SS316

32 60 1/2 WASHER, SS316

33 34 1/2-13UNC NYLON INSERT LOCK NUT, SS316

34 26 1/2-13UNC X 1-3/4 LG, FULLY THREADED HEX HD SCREW,

SS316

35 4 3/8-16UNC X 1-1/2 LG, FULLY THREADED HEX HD SCREW,

SS316

36 24 3/8 WASHER, SS316

37 12 3/8-16UNC NYLON INSERT LOCK NUT, SS316

38 8 3/8-16UNC X 4-1/4 LG, PARTIALLY THREADED HEX HD SCREW,

SS316

39 24 END PANEL CLIP ASSEMBLY FOR RECTANGULAR MESH, SS316 FIBERGRATE COMPOSITE STRUCTURES INC. PART NO: 710120

OR PART NO: 710130 CAN BE USED FOR BOTH PARTS 18 &19

40 48 HOLD DOWN CLIP FOR RECTANGULAR MESH, SS316 FIBERGRATE COMPOSITE STRUCTURES INC. PART NO: 734895

41 72 1/4-20UNC X 2-1/4 LG, HEX DRIVE FLAT HEAD SCREW, 82°

COUNTERSINK ANGLE, SS316

42 150 1/4 WASHER, SS316

43 72 1/4-20UNC NYLON INSERT LOCK NUT, SS316

44 8 3/8, 10 WRAP DIAMETER, STAINLESS STEEL TIE, SS316 BAND-IT PART NO: AS4159 OR EQUIVALENT

ITEM LIST

ITEM QTY DESCRIPTION REMARKS

M1 3 X 6 X 0.25, RECTANGULAR TUBE, 6061-T6 AL

M2 2 X 6 X 0.25, RECTANGULAR TUBE, 6061-T6 AL

M3 6 X 0.314 X 2.034, AM STD CHANNEL, 6061-T6 AL

M4 3 X 3 X 0.375, ANGLE, 6061-T6

M5 0.5 THK, PLATE, 6061-T6 AL

M6 6 X 8 X 0.375, RECTANGULAR TUBE, 6061-T6 AL

M7 3 X 4 X 0.25, ANGLE, 6061-T6

M8 1 X 3/4 X 4 MOLDED GRATING, LIGHT GRAY, SLIP RESISTANT

MED GRIP TOP, FIBERGLASS

FIBERGRATE COMPOSITE STRUCTURES INC. MODEL NO:

ECOGRATE 62, 4' X 12' PANEL

M9 6 X 6 X 0.375, ANGLE, 6061-T6

M10 3 X 3 X 0.25, SQUARE TUBE, 6061-T6 AL

M11 0.375 THK, PLATE, 6061-T6 AL

M12 4 X 0.25 THK, FLAT BAR, 6061-T6 AL

M13 0.25 THK, PLATE, 6061-T6 AL

M14 3 X 3 X 0.25, ANGLE, 6061-T6

1 1 FRAME FOR DETAILS SEE SH S-01

2 2 LEG A FOR DETAILS SEE SH S-04

3 2 LEG B FOR DETAILS SEE SH S-05

4 4 SIDE BRACE FOR DETAILS SEE SH S-06

5 4 FRONT BRACE FOR DETAILS SEE SH S-06

6 2 DMES CLAMP FOR DETAILS SEE SH S-06

7 4 1-1/2 NPS PIPE BRACKET FOR DETAILS SEE SH S-06

8 1 MWWL RAIL FOR DETAILS SEE SH S-07

9 1 CORNER RAIL FOR DETAILS SEE SH S-09

10 8 RAIL GUSSET FOR DETAILS SEE SH S-09

11 5 MWWL RAIL SPONSON FOR DETAILS SEE SH S-11

12 2 CORNER RAIL SPONSON FOR DETAILS SEE SH S-11

13 1 LADDER SUPPORT FOR DETAILS SEE SH S-12

14 1 DMES GRATE FOR DETAILS SEE SH S-13

15 1 MAIN GRATE FOR DETAILS SEE SH S-13

16 1 MWWL GRATE FOR DETAILS SEE SH S-13

17 1 SIDE GRATE FOR DETAILS SEE SH S-13

18 2 QUICK-INSTALL SAFETY RAILING WITH TOEBOARD, 2'0" LG, AL MCMASTER-CARR PART NO: 3355T26 OR EQUIVALENT

19 1 ALUMINUM SHIPS LADDER, 75° ANGLE, LADDER HEIGHT 97",

AL MILL FINISH O'KEEFE'S, INC. MODEL NO: 520

20 1 60X60X15 DMES, MOUNTING HOLE PATTERN 2 BUILD TO PRINT- FOR DETAILS SEE DRAWING "60X60X15 DUAL

MAST ENCLOSURE STAND, REV C"

GENERAL NOTES:

1. FOR ANY ITEMS WITH "BUILD TO PRINT" IN REMARKS, SEE REFERENCED DRAWING FOR

ADDITIONAL FASTENERS REQUIRED FOR INSTALL.

2. ALL FASTENERS ARE TO BE SS 316, AND CONFORM TO ASTM F593/F594 UNLESS OTHERWISE

STATED.

3. ALL FASTENERS ARE TO BE INSTALLED WITH ANTI-SEIZE UNLESS OTHERWISE STATED.

4. ALL DIMENSIONS ARE IN INCHES AND FEET UNLESS OTHERWISE STATED.

5. ABBREVIATIONS USED IN THIS DRAWING ARE AS FOLLOWS:

SH = SHEET GEN = GENERAL TYP = TYPICAL

EA = EACH ABV = ABOVE PL = PLACES

6. POC: (240) 533-0494, NOAA, SILVER SPRING, MD.

Oceanographic Products and Services

DESIGN BY

DRAWN BY

APPROVED BY

REVISION

8' E

R M

SHEET OF 20

DDET 04/21

CCE 04/21

FERS 04/21

CCE 10/22

R C

8_ ELEVATED PLATFORM.DWG

PERCENT COMPLETE

PRODUCTION

S-14

SHEET NOTES:

1. FOR ITEM 1 QUANTITY REQUIRED IS 2 EACH.

FINISH: REMOVE ALL BURRS, BREAK

ALL SHARP EDGES AND CORNERS.

SURFACE: STOCK MILL FINISH

DRAWING SIZE ANSI D

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOLERANCES ARE:

FRACTION DECIMALS ANGLES

± 1/16 ± .X ±.1 ± 0.5°

± .XX ±.06

± .XXX ±.010

DO NOT SCALE DRAWING

TOP VIEW

REINFORCING PLATE

SEE SH NOTE 1

WEIGHT: 2.3 LBS

ITEM LIST

ITEM QTY DESCRIPTION REMARKS

M1 0.1875 THK, PLATE, 6061-T6 AL

1 2 REINFORCING PLATE FOR DETAILS SEE SH S-01

23.00

5.50

1.25

1.00 (TYP)

3.50 (TYP)

3.50

14.25

17.75

Ø0.875 (TYP)

Sheets and Views

8_ Elevated Platform-COVER SHEET

8_ Elevated Platform-FRAME (LAYOUT 1)

8_ Elevated Platform-FRAME (LAYOUT 2)

8_ Elevated Platform-FRAME (LAYOUT 3)

8_ Elevated Platform-LEG A

8_ Elevated Platform-LEG B

8_ Elevated Platform-BRACING

8_ Elevated Platform-MWWL RAIL (1)

8_ Elevated Platform-MWWL RAIL (2)

8_ Elevated Platform-CORNER RAIL (1)

8_ Elevated Platform-CORNER RAIL (2)

8_ Elevated Platform-SPONSON

8_ Elevated Platform-LADDER SUPPORT

8_ Elevated Platform-GRATING

8_ Elevated Platform-PLATFORM ASSEMBLY

8_ Elevated Platform-SPONSON ASSEMBLY

8_ Elevated Platform-RAILING & GRATING ASSEMBLY

8_ Elevated Platform-DMES ASSEMBLY

8_ Elevated Platform-COMPLETE ASSEMBLY

8_ Elevated Platform-ITEM LIST

8_ Elevated Platform-REINFORCING PLATE

File details come from the government source that posted it. Updated Aug 25, 2023.