855-526-01-0 Scuppers and Deck Drains Diagram.pdf
PDF 1001 KB Posted
- Solicitation number
- RFP - 751 - 240000000319
- Issued by
- Ingham County, Lansing City, Michigan
About this file
The document provided contains a diagram for scuppers and deck drains related to a fisheries research vessel project for the Michigan Department of Natural Resources (DNR). The project involves the construction of a new 66-foot fisheries research vessel. The bid due date has been extended to Thursday, February 29, 2024, at 3:00 p.m. Eastern Time. Bidders are encouraged to submit proposals, and if unable to meet the one-year completion date, they can propose an alternate timeline. The project does not require performance bonds, and the Michigan DNR will evaluate bids based on qualifications, experience, dollar value, and the best-fit completion date. The bid documents have been updated to include the SEAKEEPER specification.
The diagram outlines the general notes, material schedule, and equipment list for the scuppers and deck drains of the research vessel. The project involves multiple state and local jurisdictions, including Ingham County and the city of Lansing.
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PROPRIETARY INFORMATION THIS DOCUMENT IS PROPRIETARY. NO DATA OR DESIGN SHALL BE COPIED, REPRODUCED, DISCLOSED OR SUBMITTED TO ANY THIRD PARTY, OR USED FOR CONSTRUCTION OR MANUFACTURE, IN WHOLE OR IN PART, OF ANY PRODUCT DEFINED WITHOUT PRIOR WRITTEN CONSENT OF BOKSA MARINE DESIGN, INC., LITHIA, FL 33547 - U.S.A.
16627 Fishhawk Blvd.
Suite 101
Lithia, FL 33547
(813) 654-9800 www.bmdinc.com
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#10 DRAIN
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#11 DRAIN
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DRAWN
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APPD
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DWG NUMBER
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SCALE
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SCUPPERS AND DECK DRAINS DIAGRAM
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JRC
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AS NOTED
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TITLE
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PROJECT
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RESEARCH VESSEL
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REVISIONS
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REV.
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DESCRIPTION
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BY
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DATE
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RELEASE FOR DESIGN PACKAGE
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JRC
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REFERENCES
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ITEM
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DRAWING NO.
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DRAWING TITLE
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SIDE SHELL
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TYPICAL TRANSVERSE FRAMES AND BULKHEADS
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MAIN DECK STRUCTURE
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TRAWL ROLLERS & TRAWL NET DRUM DETAILS
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CHARLEVOIX FISHERIES RESEARCH STATION 96 GRANT ST. CHARLEVOIX, MI 49720
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1. VESSEL TO BE CONSTRUCTED IN ACCORDANCE WITH ALL USCG UNINSPECTED VESSEL VESSEL TO BE CONSTRUCTED IN ACCORDANCE WITH ALL USCG UNINSPECTED VESSEL RULES AND REGULATIONS. 2. THIS DIAGRAM REPRESENTS APPROXIMATE EQUIPMENT LOCATIONS AND ROUTING. THIS DIAGRAM REPRESENTS APPROXIMATE EQUIPMENT LOCATIONS AND ROUTING. SHIPYARD TO DEVELOP DETAIL EQUIPMENT FOUNDATIONS AND PIPE ROUTING AS APPROPRIATE. UPPER DECK DRAIN IS TO DISCHARGE ON MAIN DECK, AFT OF THE VESSEL CONTROL STATION. 3. PIPING SHALL BE RUN AS DIRECTLY AS PRACTICABLE WITH A MINIMUM NUMBER OF PIPING SHALL BE RUN AS DIRECTLY AS PRACTICABLE WITH A MINIMUM NUMBER OF BENDS AND FITTINGS. POCKETS SHALL BE AVOIDED. 4. ALL DRAIN PIPING SHALL BE PITCHED NOT LESS THAN " PER FOOT LONGITUDINALLY ALL DRAIN PIPING SHALL BE PITCHED NOT LESS THAN " PER FOOT LONGITUDINALLY 18" PER FOOT LONGITUDINALLY OR " PER FOOT TRANSVERSELY. 14" PER FOOT TRANSVERSELY. 5. WHERE POSSIBLE, DRAIN PIPES SHALL BE INSTALLED THE LINE OF STRUCTURE SO AS WHERE POSSIBLE, DRAIN PIPES SHALL BE INSTALLED THE LINE OF STRUCTURE SO AS TO MINIMIZE THE INTERFERENCE WITH JOINERY, PASSAGEWAYS, ETC. 6. WHERE PIPING PENETRATES BULKHEADS OR DECKS, USE AN APPROVED PENETRATION WHERE PIPING PENETRATES BULKHEADS OR DECKS, USE AN APPROVED PENETRATION DETAIL. OVERBOARD DISCHARGES SHALL BE CONSTRUCTED AS SHOWN IN DETAIL. 7. ALL DRAINS SHALL TERMINATE ABOVE THE DESIGN WATERLINE. ALL DRAINS SHALL TERMINATE ABOVE THE DESIGN WATERLINE. 8. MAIN DECK DRAINS PIPING SHALL BE HOT DIP GALVANIZED. UPPER DECK DRAINS MAIN DECK DRAINS PIPING SHALL BE HOT DIP GALVANIZED. UPPER DECK DRAINS PIPING SHALL BE ALUMINUM.
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GENERAL NOTES
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SYMBOL KEY
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STEEL DRAIN PIPE
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MATERIAL SCHEDULE
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SERVICE
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PRESSURE
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PIPING
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TAKEDOWN JOINTS
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VALVES
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FITTINGS
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FLEXIBLE CONNECTION
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REMARKS
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SIZE
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MATERIAL
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MATERIAL
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GASKETS
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BOLTING
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BODY
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TRIM
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MAIN DECK DRAINS
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WORKING PRESSURE 10 PSIG DESIGN PRESSURE 10 PSG TEST PRESSURE 15 PSIG
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ALL SIZES
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CARBON STEEL, GALVANIZED UNION 300#, SOCKET WELD, GROUND JOINT ANSI B16.11
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EPDM RUBBER, GARLOCK 9314 OR EQUIVALENT
AutoCAD SHX Text BOLTS: CARBON STEEL ASTM A307 GR B, ANSI B18.2.1 NUTS: CARBON STEEL, ASTM A 563 GR A, ANSI B18.2.2
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CARBON STEEL, ASTM A234, SOCKET WELD, GALVANIZED
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SEE NOTES
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UPPER DECK DRAINS
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ALUMINUM 6061-T6, SCH 40, BUTT WELD
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ALUMINUM 6061-T6, SCH 40, BUTT WELD
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ALUMINUM 6061-T6, SCH 40, BUTT WELD
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SEE NOTES
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UPPER DECK DRAINS - PLAN VIEW NOT TO SCALE
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UPPER DECK DRAINS - PROFILE VIEW NOT TO SCALE
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PIPE UP
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PIPE DOWN
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PENETRATION
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TYP OVERBOARD DISCHARGE DETAIL THROUGH HULL SCALE: 6" = 1'-0"
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ALUMINUM DRAIN PIPE
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EQUIPMENT LIST
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QTY.
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SERVICE
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TYPE
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MODEL
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CAPACITY
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DRIVE
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REMARKS
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MAIN DECK DRAIN
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1020 GALVANIZED STEEL
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ROBERT H. WAGER CO. 134 SERIES, 2" PN:2-134SOCSG (OR SIMILAR)
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TRENCH DRAIN
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1020 GALVANIZED STEEL
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ROBERT H. WAGER CO. 134 SERIES, 3" PN:3-134SOCSG (OR SIMILAR)
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TO BE USED ON #1 DRAIN AND #3 DRAIN
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MAIN DECK DRAIN
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1020 GALVANIZED STEEL
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ROBERT H. WAGER CO. 134HWA SERIES, 1 " 12" PN:1.5-134SOCSGHWA (OR SIMILAR)
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TO BE USED ON #4 DRAIN AND #6 DRAIN
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UPPER DECK DRAIN
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835 ALUMINUM
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ROBERT H. WAGER CO. 134 SERIES, 2" PN:2-134SOCAA (OR SIMILAR)
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TO BE USED ON #10 DRAIN AND #11 DRAIN
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PROPRIETARY INFORMATION THIS DOCUMENT IS PROPRIETARY. NO DATA OR DESIGN SHALL BE COPIED, REPRODUCED, DISCLOSED OR SUBMITTED TO ANY THIRD PARTY, OR USED FOR CONSTRUCTION OR MANUFACTURE, IN WHOLE OR IN PART, OF ANY PRODUCT DEFINED WITHOUT PRIOR WRITTEN CONSENT OF BOKSA MARINE DESIGN, INC., TAMPA, FL 33547 - U.S.A.
16627 Fishhawk Blvd.
Suite 101
Lithia, FL 33547
(813) 654-9800 www.bmdinc.com
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#12 DRAIN REF. 4
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APPD
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DWG NUMBER
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SHEET
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REV
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SCUPPERS AND DECK DRAINS DIAGRAM
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JRC
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AutoCAD SHX Text 855-526-01
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TITLE
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PROJECT
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RESEARCH VESSEL
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AS NOTED
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CHARLEVOIX FISHERIES RESEARCH STATION 96 GRANT ST. CHARLEVOIX, MI 49720
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MAIN DECK DRAINS - PLAN VIEW NOT TO SCALE
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| Sheets and Views |
| 855-526-01-Working Scuppers and Deck Drains Diagram-SH 1 |
| 855-526-01-Working Scuppers and Deck Drains Diagram-SH 2 |
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