887-B309-01_Transverse Structure_Rev(-)_signed.pdf

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Floating Pier Barge for McMurdo Station, Antarctica
Solicitation number
W912BU-23-B-0016
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About this file

This document package includes drawings and specifications for a floating pier barge for McMurdo Station, Antarctica. The drawings depict the transverse structure arrangement and details for a 328-foot by 100-foot by 18-foot barge pier to be constructed to American Bureau of Shipping ice class standards. Structural members, materials, fabrication, and welding requirements are specified. The related federal contract opportunity is a solicitation issued by the U.S. Army Corps of Engineers Philadelphia District seeking offers for the construction of the floating pier barge in accordance with the drawings and specifications, under solicitation number W912BU-23-B-0016.

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Other files

File Type Posted
W912BU-23-B-0016 Amendment 5.pdf PDF
W912BU-23-B-0016 Amendment 4.pdf PDF
W912BU-23-B-0016 Amendment 3.pdf PDF
W912BU-23-B-0016 Amendment 2.pdf PDF
W912BU-23-B-0016 Amendment 1.pdf PDF
W912BU-23-B-0016.pdf PDF
887-B399-01_ABS Structural Scantlings Calculations_Rev(-)_signed.pdf PDF
887-B399-06_Longitudinal Hull Girder Strength Report_Rev(-)_signed.pdf PDF
887-B307-02_Side Plating_Rev(-)_signed.pdf PDF
887-B410-03_Tow Foundation Calculations Report_Rev(-)_signed.pdf PDF
887-B311-01_Longitudinal Structure_Rev(-)_signed.pdf PDF
887-B412-01_Barge Permanent Mooring Interface Details_Rev(-)_signed.pdf PDF
887-B460-01_Hull Markings_Rev(-)_signed.pdf PDF
887-B301-01_Midship Section_Rev(-)_signed.pdf PDF
887-B405-01_Anode Placement_Rev(-)_signed.pdf PDF
887-B420-01_Deck Fittings Arrangement_Rev(-)_signed.pdf PDF
887-B399-04_Miscellaneous Foundation Calculations Report_Rev(-)_signed.pdf PDF
887-B155-01_Intact Stability Rev(-)_signed.pdf PDF
887-B460-02_Deck Markings_Rev(-)_signed.pdf PDF
887-B105-01_Hull Lines Plan_Rev(-)_signed.pdf PDF
887-B120-01_Towing and Resistance Calculations Report_Rev(-)_signed.pdf PDF
887-B399-05_ABS MVR Finite Element Analysis_Rev(-)_signed.pdf PDF
887-B215-01_General Arrangement and Inboard Profile_Rev(-)_signed (1).pdf PDF
887-B660-03_Ballast Plan_Rev(-)_signed.pdf PDF
887-B205-01_Outboard Profile_Rev(-)_signed.pdf PDF
887-B150-01_Damage Stability Rev(-)_signed.pdf PDF
887-B399-03_ABS Removable Skeg Structural Calculations_Rev(-)_signed.pdf PDF
887-B330-01_Shore Bridge Support_Rev(-)_signed.pdf PDF
887-B399-02_Shore Bridge Support Calculations_Rev(-)_signed.pdf PDF
887-B410-01_Fendering_Rev(-)_signed.pdf PDF
887-B307-01_Deck and Bottom Structure_Rev(-)_signed.pdf PDF
887-B125-01_Hydrostatics Rev(-)_signed.pdf PDF
887-B410-02_Towing Arrangement_Rev(-)_signed.pdf PDF
887-B410-04_Removable Skeg_Rev(-)_signed.pdf PDF
887-B115-01_Weight Estimate Rev(-)_signed.pdf PDF
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Text version

SIDE ICE STRINGER

FP37X15X1" (TYP)

SEE REF. 1

NT BHD

LOWER HEADER

L6X4X5

16"

3'-7"

3'-0 1/2"

(TYP)

D O

D O

D O

D O

D O

D O

FP

8x

1 2x

7 16

FP

8x

1 2x

7 16

16" PL (TYP)

D O

D O

D O

D O

D O

D O

12X1

2" WEB W/

12X1" FLG TEE

(TYP)

2" PL

L6 x3

1 2" x5 16

L6 x3

1 2" x5 16

L6 x3

1 2" x5 16

L6 x3

1 2" x5 16

26"x32" ACCESS HOLE (TYP)

6' -9

3"

VERT BHD STIFFS

L5X31

2"X5

16" ON 16" CC

VERT BHD STIFFS

L4X3X5

16" ON 16" CC

8" PL (TYP)

BOTTOM GIRDER CUTOUT

TYP AT WT BHD

DECK GIRDER CUTOUT

TYP AT NT BHD

DECK BEAM CUTOUT

TYP AT NT BHD

8X1

2" BKT AT NT BHD (TYP DECK, BOTTOM)

SEE REF. 3

PORT SIDE AS

SHOWN, SEE 3-4A

FOR STBD SIDE

4" DH36 WING INSERT PL W/

L6x4x1

2" HEADER (TYP)

SIM 1-5A

FP

8x

6x 1 2"

, F S

SI

M

O

PP

7' -1

1"

6"

L6 x3

1 2" x5 16

FP

8x

1 2x

7 16

FP

x2 1 2x

7 16

D O

D O

D O

D O

D O

D O

L6 x3

1 2" x5 16

2'-8"

16" PL (TYP)

D O

D O

L6 x3

1 2" x5 16

L6 x3

1 2" x5 16

D O

D O

D O

D O

4" DH36 WING INSERT PL W/

L8x4x1

2" HEADER (TYP)

12X1

2" WEB W/ 12X1" FLG TEE

(TYP)

2" PL

VERT BHD STIFFS

L5X31

2"X5

16" ON 16" CC

VERT BHD STIFFS

L4X3X5

16" ON 16" CC

8" PL (TYP)

BOTTOM GIRDER COLLAR

TYP AT WT BHD

DECK GIRDER COLLAR

TYP AT WT BHD

15X11X1

2" THRU BKT

(TYP BOTTOM)

SEE REF. 3

SIM 1-5A

19X13X1

2" THRU BKT

(TYP BOTTOM)

SEE REF. 3

FP

8x

6x 1 2"

, F S

SI

M

O

PP

7' -1

1"

6"

STANCHION

10" SCH160

SEE REF. 1

WING NT BHD CONSTRUCTION SIM 1-3C

8" BKT

2X181

2X3

8" BKT24X24X3

8"

BKT (TYP)

8X8X3

8" BKT

(TYP)

8'-0" OCL LONGL GIRDER 22'-8" OCL NT BHD 36'-0" OCL ICE STRINGER

SIM 1-5A (TYP)

DECK GIRDER

32X1

2" WEB W/12X1 FLG CTR (TYP)

SEE REF. 1

BOTTOM GIRDER

48X3

4" WEB W/12X1 FLG

CTR (TYP)

SEE REF. 1

2" LONG'L NT BHD

LOWER STRAKE (TYP)

SEE REF. 3

16" LONG'L BHD PL (TYP)

SEE REF. 3

DECK BEAM

L6X4X3

8" (TYP)

SEE REF. 1

DECK TRANSVERSE

FP24X7X1

2" (TYP)

SEE REF. 1

SIDE ICE FRAME

FB101

2X1" (TYP)

SEE REF. 1

LONG'L BHD VERT WEB

L12X3X7

16" (TYP)

SEE REF. 3

2" LONG'L NT BHD

UPPER STRAKE (TYP)

SEE REF. 3

UPPER STRAKE OFFSET

FACEPLATE HEADER (TYP)

FB6x1

2"

4" ICE BELT PL

SEE REF. 1

BOTTOM FRAME

FB8X5

8" (TYP)

SEE REF. 1

BOTTOM WEB FRAME

FP24X4X3

8" (TYP)

SEE REF. 1

1" BTM PL

SEE REF. 1

4" DECK PL (TYP)

SEE REF. 1

2" SIDE PL (TYP)

SEE REF. 2

1" TB (TYP)

2" TB

8" TB

(TYP)

2" TB (TYP)

8" TB (TYP)

2" TB

(TYP)

R10" (TYP)133

8X13X1" INTEGRAL BKT (TYP)

8" MIN DEPTH (TYP)

SEE REF. 2

12" MIN OVERLAP (TYP)

SEE 1-5C FOR TYP PASS-THROUGH DETAIL

HEADER

FB5X1

2"

SEE REF. 3

6X6X1" BKT (TYP)

L6X4X5

16" NT BHD HEADER SHOWN

BKT DETAIL SIM FOR WT BHD

FB41

2X1"

TOPSIDES FRAME

INSERT PL

2" TOPSIDES PL

SNIPE FLG

1" CLIP TO SUIT

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

D

C

B

A A

B

C

D

Size D om f f oa t t cn h l

Glosten File Number

22105.01

MDC Project Number

USACE MARINE DESIGN CENTER

PHILADELPHIA, PENNSYLVANIA

NSF MCMURDO OFFSHORE INFRASTRUCTURE

FLOATING BARGE PIER 328' X 100' X 18'

TRANSVERSE STRUCTURE

CJH ALG BGL 2023/06/09

AS NOTED 887-B309-01 1 3 -

1. THE INTENT OF THIS DRAWING IS TO SHOW THE TRANSVERSE STRUCTURE ARRANGEMENT OF

THE BARGE PIER FOR MCMURDO STATION.

2. THE BARGE IS TO BE UNINSPECTED.

3. THE BARGE WILL BE CLASSED FOR ABS NOTATIONS ✠A1, DECK CARGO BARGE AND A -29°C

DESIGN AIR TEMPERATURE.

4. ICE BELT STRUCTURE IS DESIGNED TO ICE CLASS PC4 REQUIREMENTS FOR MOORING AT WINTER

QUARTERS BAY. STRUCTURE IN THE HEAD LOG THROUGH THE FORWARD TOPSIDES RADIUS IS

DESIGNED TO ICE CLASS PC6 REQUIREMENTS FOR TRANSIT TO WINTER QUARTERS BAY. SEE

BASIS OF DESIGN (REF. 7).

5. TYPICAL WEB FRAME AND DECK TRANSVERSE FRAME SPACING IS 64" UNO. TYPICAL SHELL

FRAME, DECK BEAM, AND BULKHEAD STIFFENER SPACING IS 16" UNO.

6. ALL SHELL AND DECK PLATING IS TO BE ABS GRADE EH UNO.

7. ALL INTERNAL STRUCTURE IS TO BE ABS GRADE AH UNO.

8. ALL LONGITUDINAL STRUCTURE SHALL BE CONTINUOUS THROUGH THE REGION 0.4L AMIDSHIPS.

9. MATERIALS, FIT-UP AND WELDING SHALL BE TO THE SATISFACTION OF THE ATTENDING

SURVEYOR AND OWNER'S REPRESENTATIVE.

10. STRUCTURAL ALIGNMENT IS TO BE IN ACCORDANCE WITH REFERENCE 5.

11. ALL WELDING, WELD SIZES, MATERIALS, AND PROCEDURES SHALL COMPLY WITH APPLICABLE ABS

RULES.

12. FOR ALL BUTT WELDED JOINTS OF PLATES WITH A THICKNESS DIFFERENCE EXCEEDING 1/8", THE

THICKER PLATE SHALL BE TAPERED 3:1.

13. WELDING SHALL BE DOUBLE CONTINUOUS IN ICE STRENGTHENED AREAS AND AREAS EXPOSED

TO WEATHER.

14. THE BUILDER SHALL NOT REDUCE SCANTLINGS.

15. TRANSVERSE STRUCTURE IS SYMMETRIC ABOUT CENTERLINE UNLESS NOTED OTHERWISE.

1. GLOSTEN, 887-B307-01, DECK AND BOTTOM STRUCTURE.

2. GLOSTEN, 887-B307-02, SIDE PLATING.

3. GLOSTEN, 887-B311-01, LONGITUDINAL STRUCTURE.

4. GLOSTEN, 887-B105-01, LINES PLAN.

5. IACS, SHIPBUILDING AND QUALITY REPAIR STANDARD, REC. NO 47, REV. 10, 2021.

6. GLOSTEN, 887-B410-01, FENDERING.

7. GLOSTEN, 887-B003-01, BASIS OF DESIGN.

REFERENCES REVISIONS

REVZONE DESCRIPTION DATE APPD

SECTION 1-3C

TYPICAL TRANSVERSE NT BHD

FR 19, 31 LKG FWD

FR 43 SIMILAR

1/4"=1'-0"

SECTION 1-3B

TYPICAL TRANSVERSE WT BHD

FR 13, 25 LKG FWD

FR 37, 49 SIM

1/4"=1'-0"

SECTION 1-7B

TYPICAL TRANSVERSE NT WING DIAPHRAGM

SEE 1-7C FOR DETAILS NOT SHOWN

FR 10, 16, 22, 28 LKG FWD

FR 34, 40, 46, 52 SIMILAR

1/4"=1'-0"

SECTION 1-7C

TYPICAL TRANSVERSE FRAMING

SECTION IWO DECK TRANSVERSE SHOWN

1/4"=1'-0"

GENERAL NOTES

1-5A

1-5A

DETAIL 1-5A

TYP WING BHD HEADER CONNECTION TO TOPSIDES FRAMES

HEADER AT FENDER FOUNDATION SEE REF. 6

HEADER AT MOORING STRUT PADEYE SEE 3-4A

1-1/2"=1'-0"

SECTION 1-5C

TYPICAL BOTTOM FRAME PASS-THROUGH DETAIL

1"=1'-0"

R2"

(TYP)

R2"

(TYP)

HEAD LOG PL

8" DH36 PL

1" DH36 PL MAY BE SUBSTITUTED

HEAD LOG FRAME (TYP)

FB51

2X1"

BOW RADIUS TANGENT

2" CLIP (TYP)

SEE REF. 3

COLLISION BHD INSERT PL

3 4" PL

COLLISION BHD

LOWER HEADER

L8X4X1 2"

2'-8 3/8"

FB91

2X1" END RAKE ICE FRAMES

SEE REF. 1

FB10X1" CORNER ICE FRAMES

SEE REF. 1

BHD CONSTRUCTION OUTBD SIM 1-3B

L5 x3

1 2" x5 16

D O

D O

D O

D O

D O

D O

D O

D O

L5 x3

1 2" x5 16

L5 x3

1 2" x5 16

D O

D O

D O

D O

L5 x3

1 2" x5 16

FB

8X

4"

D O

FB

8X

4"

FB

8X

4"

FB

8X

4"

FB

8X

4"

FB

8X

4"

FB

8X

4"

FB

8X

4"

FB

8X

4"

D O

D O

D O

D O

D O

D O

D O D O D O

D O D O

8" SOLID FLOOR

SEE REF. 3

8" SOLID FLOOR

SEE REF. 3

FB

8X

4"

8" PL (TYP)

SIM 1-5A

SLOT BOTTOM

FRAMES

FB91

2X1" END RAKE ICE FRAMES

SEE REF. 1

FB10X1" CORNER ICE FRAMES

SEE REF. 1

FB

91 2X

1"

1" T

B

D O

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O

D O

FB

91 2X

1"

1" T

B

FB

91 2X

1"

D O

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O

D O

FB

91 2X

1"

1" T

B

FB

91 2X

1"

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O D O

FB

91 2X

1"

5 1/2" (REF)

12X12X1

2" INTEGRATED BKT (TYP)

4" SCH 160 PILLAR (TYP)

SEE 2-2B

30X20" CUTOUT

12 1/2"

FP16X3X1

2" DECK TRANSVERSE

SEE REF. 1

1" PL

FB91

2X1" CLIPS FR1 ONLY

FB10X1" CORNER ICE FRAMES

SEE REF. 1

FB91

2X1" END RAKE ICE FRAMES

SEE REF. 1

FB

91 2X

1"

1" T

B

5 1/2" (REF)

R10" (TYP)

6X6X1"

INTEGRAL

BKT

12X12X1

2" BKT (TYP) 8X8X1

2" BKT

8'-0" OCL LONGL DIAPHRAGM 22'-8" OCL NT DIAPHRAGM 36'-0" OCL LONGL DIAPHRAGM

D O

D O

D O

D O

D O

FB

91 2X

1"

1" T

B

FB

91 2X

1"

D O

D O

D O D O D O

FB

91 2X

1"

1" T

B

FB

91 2X

1"

D O D O D

O D O

FB

91 2X

1"

FB

91 2X

1"

FB

91 2X

1"

FB

91 2X

1"

FB

91 2X

1"

FB

91 2X

1"

FB

91 2X

1"

45°

FB91

2X1" CLIPS FR2 ONLY

2'-11 3/4"

(TYP)

FB10X1" CORNER ICE FRAMES

SEE REF. 1

FB 91

2X1" END RAKE ICE FRAMES

SEE REF. 1

DIAPHRAGM CONSTRUCTION SIM 1-3C

FB

91 2X

1"

1" T

B

D O

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O

D O

FB

91 2X

1"

1" T

B

FB

91 2X

1"

D O

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O D O

FB

91 2X

1"

1" T

B

FB

91 2X

1"

D O D O

FB

91 2X

1"

FB

91 2X

1"

FB

91 2X

1"

D O D

O

L4 X3

X5 16

SEE 1-5A

FB101

2X1" CORNER ICE FRAME

SEE REF. 1

FB91

2X1" CLIPS FR3 ONLY

1" BKT W/ 10"

RADIUS (TYP)

14X14X1" INTEGRAL BKT (TYP)

FB 41

2X1"

TOPSIDES FRAME

SEE REF. 2

7X7X1" INTEGRAL BKT (TYP)

6" (REF)

R10" (TYP)

4 1/2" (REF, TYP)

FB8X3

4"

L8X4X1 2"

L5X31 2X5

16"

INSERT PL

COLLISION BHD PL

ICE FRAME

FB10X1"

CORNER SHELL PL

2" PL

2X61

2 X1

2" PAD

R1" (TYP) 6"

6"

1" TB

SEE REF. 3

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

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A A

B

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Glosten File Number

22105.01

MDC Project Number

USACE MARINE DESIGN CENTER

PHILADELPHIA, PENNSYLVANIA

NSF MCMURDO OFFSHORE INFRASTRUCTURE

FLOATING BARGE PIER 328' X 100' X 18'

TRANSVERSE STRUCTURE

CJH ALG BGL 2023/06/09

AS NOTED 887-B309-01 2 3 -

SECTION 2-7D

HEAD LOG LKG FWD

1/4"=1'-0"

SECTION 2-3C

COLLISION BULKHEAD, FR 4 LKG FWD

1/4"=1'-0"

SECTION 2-7C

END RAKE ICE STRINGER, FR 1 LKG FWD

FR 61 SIMILAR

SEE SECTION 1-7C FOR DETAILS NOT SHOWN

1/4"=1'-0"

SECTION 2-7B

END RAKE ICE STRINGER, FR 2 LKG FWD

FR 60 SIMILAR

SEE SECTION 1-7C FOR DETAILS NOT SHOWN

1/4"=1'-0"

SECTION 2-7A

END RAKE ICE STRINGER, FR 3 LKG FWD

FR 59 SIMILAR

SEE SECTION 1-7C FOR DETAILS NOT SHOWN

1/4"=1'-0"

SECTION 2-3A

TYPICAL TRANSVERSE FRAMING AT ICE FRAMES

SEE SECTION 1-7C FOR DETAILS NOT SHOWN

1/4"=1'-0"

ELEVATION 2-1B

COLLISION BULKHEAD DETAIL

INSERT PLT SLOTTED FOR ICE FRAME

1"=1'-0"

2-1B

2-1B

ELEVATION 2-2B

FR1, FR61 PILLAR DETAIL

1-1/2"=1'-0"

PLAN 2-3B

FR1, FR61 PILLAR DETAIL

AT ICE STRINGER

1-1/2"=1'-0"

PLAN 2-4B

FR1, FR61 PILLAR DETAIL

AT DECK TRANSVERSE

1-1/2"=1'-0"

2-3B2-3B

2-4B2-4B

STERN LOG PL

2" DH36 PL

STERN LOG FRAME (TYP)

FB51

2X1"

STERN RADIUS TANGENT

3'-0"

2'-0"

FB91

2X1" END RAKE ICE FRAMES

SEE REF. 1

FB10X1" CORNER ICE FRAME

SEE REF. 1

D O

D O

D O

D O D O

FB

91 2X

1"

D O

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O

D O

D O

D O

FB

91 2X

1"

30° (TYP)

SIDE ICE FRAME

FB14x1"

SEE REF. 1

SIDE ICE FRAME

FB121

2X1"

SEE REF. 1

SIDE ICE FRAME

FB101

2X1"

SEE REF. 1

FB91

2X1" CLIPS FR5 ONLY

18'-8" OCL

2 5/8"

END RAKE ICE STRINGER

FP37X15X1" (TYP)

SEE REF. 1

4" INSERT PL

SEE REF. 3

INSERT PL HEADER

FB5X1

2"

SEE REF. 3

SIDE ICE FRAME (TYP)

FB101

2X1"

SEE REF. 1

FB91

2X1" END RAKE ICE FRAMES

SEE REF. 1

FB10x1" CORNER ICE FRAMES

SEE REF. 1

8'-0" OCL LONGL DIAPHRAGM 22'-8" OCL NT BHD 36'-0" OCL ICE STRINGER

FB

91 2X

1"

1" T

B

D O

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O

D O

D O

FB

91 2X

1"

FB

91 2X

1"

D O D O

FB

91 2X

1"

1" T

B

4:1 TAPER (TYP ICE

FRAME TRANSITION)

SIDE ICE FRAME

FB121

2X1"

SEE REF. 1

FB91

2X1" CLIPS FR6 ONLY

11 5/8"

14'-8"

FB10X1" CORNER ICE FRAMES

SEE REF. 1

FB8X3

4" MIDBODY BOTTOM FRAMES

SEE REF. 1

8" SOLID FLOOR

SEE REF. 3

8" SOLID FLOOR

SEE REF. 3

BHD CONSTRUCTION SIM 2-3C UNO

L6 x3

1 2" x5 16

D O

D O

D O

D O

D O

D O

L6 x3

1 2" x5 16

D O

D O

L6 x3

1 2" x5 16

L6 x3

1 2" x5 16

D O

D O

D O

D O

SIM 1-5A

PORT SIDE AS

SHOWN, SEE 3-4A

FOR STBD SIDE

SLOT BOTTOM

FRAMES

8" PL

FB8X3

4" MIDBODY BOTTOM FRAMES

SEE REF. 1

BHD CONSTRUCTION SIM 2-3C UNO

26"x32" ACCESS HOLE (TYP)

5 1/4"

6' -1

/4

2'-9"

SIM 1-5A

8" SOLID FLOOR

SEE REF. 3

8" SOLID FLOOR

SEE REF. 3

7"

SNIPE AT END

4" INSERT

PL

FR7, FR55: L8X4X1

2"

FR19, FR43: L6X4X5

16"

T +1 206.624.7850 GLOSTEN.COM

Sheet of RevisionDrawing NumberScale

DateApproved byChecked byDrawn by

12345678

12345678

D

C

B

A A

B

C

D

Size D om f f oa t t cn h l

Glosten File Number

22105.01

MDC Project Number

USACE MARINE DESIGN CENTER

PHILADELPHIA, PENNSYLVANIA

NSF MCMURDO OFFSHORE INFRASTRUCTURE

FLOATING BARGE PIER 328' X 100' X 18'

TRANSVERSE STRUCTURE

CJH ALG BGL 2023/06/09

AS NOTED 887-B309-01 3 3 -

SECTION 3-3A

STERN LOG LKG AFT

1/4"=1'-0"

SECTION 3-7C

RAKE ICE STRINGER, FR 5 LKG FWD

FR 57 SIMILAR

SEE SECTION 1-7C FOR DETAILS NOT SHOWN

1/4"=1'-0"

SECTION 3-7B

RAKE ICE STRINGER, FR 6 LKG FWD

FR 56 SIMILAR

SEE SECTION 1-7C FOR DETAILS NOT SHOWN

1/4"=1'-0"

SECTION 3-7A

WT BHD, FR 7 LKG FWD

FR 55 SIMILAR

1/4"=1'-0"

SECTION 3-3C

RAKE ICE STRINGER, FR 8 LKG FWD

FR 54 SIMILAR

SEE SECTION 1-7C FOR DETAILS NOT SHOWN

1/4"=1'-0"

SECTION 3-3B

NT BHD, FR 58 LKG AFT

1/4"=1'-0"

SECTION 3-4A

BHD IWO STRUT, STBD SIDE ONLY

FR7, FR19 LKG FWD

FR43, FR55 MIRRORED LKG AFT

1/4"=1'-0"

3"

16'-0" OCL

2023-06-14T17:31:51-0400
Andrew Girdler
PEStamp2:
PEStamp3:

File details come from the government source that posted it. Updated .