NFFM77002201116 Attachment A Boom Rigging Modifications.pdf

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Attached to
Gloria Michelle Vessel Repairs near Woods Hole, MA
Solicitation number
NFFM77002201116CM2
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70 Essex St.

Mystic, CT 06355 voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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REVISIONS

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GENERAL NOTES

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REFERENCES

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1. THIS DRAWING IS NOT TO SCALE. FRAME TABLE IS APPROXIMATE AND FOR THIS DRAWING IS NOT TO SCALE. FRAME TABLE IS APPROXIMATE AND FOR REFERENCE ONLY. 2. DERRICK BOOM TO BE CONFIGURED FOR SLEWING WHEN AT DOCK ONLY. DERRICK BOOM TO BE CONFIGURED FOR SLEWING WHEN AT DOCK ONLY. DERRICK BOOM TO BE FIXED WHILE UNDERWAY. DO NOT USE DERRICK BOOM FOR LIFTING WHILE UNDERWAY. 3. TO PREPARE DERRICK BOOM FOR SLEWING, DETACH ONE STAY AT A TIME TO PREPARE DERRICK BOOM FOR SLEWING, DETACH ONE STAY AT A TIME FROM THE A FRAME. CONNECT DETACHED STAY TO BLOCK AND TACKLE AND TENSION THE STAY BEFORE DETACHING THE OTHER A FRAME STAY. MAINTAIN TENSION ON THE STAYS DURING SLEWING AND LIFTING OPERATIONS. 4. DERRICK BOOM SAFE WORKING LOAD: 1000 LBS DERRICK BOOM SAFE WORKING LOAD: 1000 LBS 1000 LBS DERRICK BOOM TEST LOAD: 1250 LBS1250 LBS

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PLAN VIEW

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ABV LKG DOWN DECK EQUIPMENT OMITTED FOR CLARITY

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REV

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DESCRIPTION

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DATE

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APPROVED

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UPDATED PADEYE AND CLEAT LOCATIONS

AutoCAD SHX Text 8/3/2021

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REF

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DESCRIPTION

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DRAWING

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REV

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NOAA

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WOODS HOLE, MA

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GLORIA MICHELLE

AutoCAD SHX Text 72'-0" X 20'-3" X 11'-0"

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BOOM RIGGING MODIFICATIONS

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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ETS

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NOT TO SCALE

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SHEET 1 0F 3

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WJF

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ANSI B

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CENTERLINE

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MAST

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BOOM SWING

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EXISTING WIRE STAYS ATTACHED TO A FRAME WHEN BOOM IS CENTERED

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A FRAME

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NET REEL

AutoCAD SHX Text NEW BLOCK AND TACKLE PADEYES SEE DETAIL 9-A LOCATE ON BULWARK STANCHIONS 89 1/2" AND 193" AFT OF MAST

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NEW UMC-CL-8-LB CLEAT OR EQUIVALENT P/S LOCATE ON BULWARK STANCHION FWD OF FR 22

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A FRAME SUPPORT P/S

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NET REEL SUPPORT P/S

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FWD

AutoCAD SHX Text DERRICK BOOM RIGGED FOR LIFTING OVER STBD SIDE. FOR LIFTING OVER PORT SIDE, CONNECT PORT STAY TO PORT FWD PADEYE AND STBD STAY TO STBD AFT PADEYE.

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AutoCAD SHX Text EXISTING WIRE STAYS CONNECTED TO NEW BLOCK AND TACKLE RIGGED FOR LIFTING OVER STBD

AutoCAD SHX Text NEW BLOCK AND TACKLE PADEYES SEE DETAIL 9-A LOCATE ON BULWARK STANCHIONS 95" AND 160 1/2" AFT OF MAST

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AutoCAD SHX Text voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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REVISION:

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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GLORIA MICHELLE

AutoCAD SHX Text 72'-0" X 20'-3" X 11'-0"

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NOAA

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WOODS HOLE, MA

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BOOM RIGGING MODIFICATIONS

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ETS

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NOT TO SCALE

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SHEET 2 0F 3

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WJF

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ANSI B

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PROFILE VIEW

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STBD LKG PORT DECK EQUIPMENT OMITTED FOR CLARITY

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DERRICK BOOM

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MAST

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MAST SUPPORTS

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DECKHOUSE

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EXISTING WIRE STAYS P/S ATTACHED TO A FRAME WHEN BOOM IS CENTERED

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BOOM STAYS

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DERRICK BOOM BLOCK

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A FRAME

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NET REEL

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NET REEL SUPPORTS

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A FRAME SUPPORTS

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BULWARK

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BHD

AutoCAD SHX Text NEW PADEYES P/S SEE DETAIL 9-A LOCATE ON BULWARK STANCHIONS SEE SHEET 1 FOR LOCATIONS

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NEW CLEAT P/S LOCATE ON BULWARK STANCHION FWD OF FR 22

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FWD

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BHD

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BHD

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WATERLINE

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FRAMES

voice 860.536.0009 fax 860.536.9117 jms@jmsnet.com

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DETAIL 11-C

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3/4" STEEL PADEYE

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AutoCAD SHX Text THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF JMS AND IS FURNISHED ON A CONFIDENTIAL BASIS. THE RECIPIENT OF THE INFORMATION CONTAINED HEREIN MAY NOT DISCLOSE OR MAKE AVAILABLE THE SAME TO ANY OTHER PERSON OR BUSINESS FIRM, NOR MAY THE SAME BE USED EXCEPT FOR THE SPECIFIC PURPOSE INTENDED. JMS SHALL NOT BE HELD RESPONSIBLE FOR ANY UNAUTHORIZED CHANGES TO THIS DOCUMENT OR ITS INTENT.

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GLORIA MICHELLE

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NOAA

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WOODS HOLE, MA

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BOOM RIGGING MODIFICATIONS

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ETS

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NOT TO SCALE

AutoCAD SHX Text 21-122-810

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SHEET 3 0F 3

AutoCAD SHX Text 7/9/2021

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WJF

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ANSI B

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DETAIL 9-A: BLOCK AND TACKLE ARRANGMENT

AutoCAD SHX Text INBD LKG OTBD ALL BLOCKS, SHACKLES, AND LINES TO HAVE 1,500 LB WORKING LOAD RATING

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PAD EYE SEE DETAIL 9-C

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EXISTING WIRE STAY

AutoCAD SHX Text ROTATING DOUBLE GROOVE BLOCKS BLOCKS TO BE MCMASTER-CARR 3148T3 OR EQUIVALENT. 3,000 LB WORKING LOAD RATING. BLOCKS CONNECT USING INTEGRATED HOOKS. BLOCK AND TACKLE RIGGED AS DOUBLE TACKLE

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8" STEEL CLEAT

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DETAIL 9-C

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PADEYE MOUNTING DETAIL

AutoCAD SHX Text ROPE PATH USE 1/2" POLYESTER DOUBLE BRAID OR EQUIVALENT ROPE TO HAVE 1,500 LB WORKING LOAD RATING BLOCK AND TACKLE TO HAVE 25' OF PAY OUT MINIMUM

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NEW PADEYE SEE DETAIL 11-C

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BULWARK

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BULWARK STANCHION

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PAD EYE SEE DETAIL 9-C

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FWD

Sheets and Views
21-122-810 Boom Rigging Modifications-1
21-122-810 Boom Rigging Modifications-2
21-122-810 Boom Rigging Modifications-3

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