Attachment B Buoy Reference Drawing.pdf
PDF 4 MB Posted
- Solicitation number
- W9127N24Q0014
About this file
This document contains reference drawings and specifications for PATON stern mooring buoys. The drawings provide details on buoy components including zinc anodes, chain links, shackles, and anchor joining links. Notes specify requirements for sizes, markings, and testing in accordance with Navy standards.
The related federal contract opportunity is a solicitation issued by the U.S. Army Corps of Engineers Engineering District Portland seeking inspection and maintenance services for PATON stern mooring buoys. The solicitation number is W9127N24Q0014 and offers are due by the specified date. The agency intends to award a firm-fixed price contract for buoy servicing and repair work over a one year period with options to extend.
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Text version
FOR R
EFERENCE O
NLY
BUOY REFERENCE DRAWINGS
ATTACHMENT B - PAGE 1
NLY
ATTACHMENT B - PAGE 2
1. NUT AND BOLT ON FIND NO.S 2, 8, & 9 SECURED BY WELD.
2. FIND NO. 3 & 5 SECURED WITH LEAD PLUGS.
3. 25 FT-LB TORQUE RERQUIRED TO SECURE ZINC, FIND NO. 13 TO LINK.
4. SEE SHEETS C -1 & C-2 FOR STERN MOORING COMPONENT SUMMARY.
NOTES
5. NUT AND BOLT ON FIND NO.S 2, 9 & 11 SECURED BY COTTER PIN OR
SAFETY BOLT.
REF
NOT TO SCALE
TYPICAL TO ALL CHAIN LINKS
REF 13
DETAIL A
C-1
PLATE SHACKLE
N.T.S
S-2
ANCHOR JOINING LINK
N.T.S
C-1
S-2
SEE NOTE 2
SEE NOTE 5
S-2
C-1
2, 9
N.T.S
SEE NOTE 2
C-1 S-2
N.T.S
CHAIN JOINING LINK
ANCHOR BOLT SHACKLE
ZINC ANODE ASSEMBLY
N.T.S
C-1
S-2
SEE NOTE 3
SEE NOTE 1
SEE NOTE 1
S-1
PLATE SHACKLE FOR SINKER FAB
S-2
8 REF SHEET S-1
REF
2, 9
TAKEN FROM NFESC DWG 6425394
REF
NOTE: THIS IS A REPRESENTATIVE CONFIGURATION OF BUOY MARKINGS AND TAPE REQUIREMENTS
NOTE: THE TAPE AND STENCILING REQUIREMENTS AS THE WRITTEN PART OF IMAGE HARD TO READ
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FOR R
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ATTACHMENT B - PAGE 3
NLY
ATTACHMENT B - PAGE 4
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ATTACHMENT B - PAGE 5
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ATTACHMENT B - PAGE 6
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ATTACHMENT B - PAGE 7
B
NOTES:
Figure 3. Anchor Joining Link
14------------A-----------~
TAPER PIN
I I , ., Revision D Morch 1995
C
'r -,- 1 I' I 1.J c:n:-~
II II
I 11 11
I II 11
I 11 11
--11+11-"-
II II l II II f
II II #
',l. \,/
II II
"1" II II
, ILJI ,
'- II II /
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1. THE SMALL ENO OF THE ANCHOR JOINING LINK SHALL FIT THE COMMON CHAIN LINK OF
THE SAME NOMINAL SIZE-
2. THE LARGE END OF THE ANCHOR JOINING LINK SHALL FIT THE GROUND RING OF THE SAME
NOMINAL SIZE. ANY SIZE ROUND BAR WHICH PASSES THROUGH OPENING .. E. SHALL ALSO
BE ABLE TO PASS TO THE LARGE END OF THE LINK AND THE LINK CLOSED AROUND IT.
3. 2.25 TO 2.75 INCH AND 3.00 TO 3.50 INCH ANCHOR JOINING LINKS SHALL BE TESTED TO
THE STRENGTH REQUIREMENTS OF THE LARGEST SIZE AND MARKED WITH THE SIZE
"2.25 - 2.75" OR ".3.00 - 3.so· AS APPROPRIATE.
4. MARKINGS SHALL BE AS SPECIFIED IN SECTION 3. 7. AFTER ACSA
FOR R
EFERENCE O
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ATTACHMENT B - PAGE 8
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