185-001-NEW PLTF INCID SEWAGE AERATION SYSTEM_124647688.pdf

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MO FY27 Thomas Jefferson Drydock REFERENCES and ATTACHMENTS Federal contract opportunity
Solicitation number
1305M226Q0100REF
Issued by
Department of Commerce National Oceanic and Atmospheric Administration

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This document is a technical drawing and specification sheet for a New Platform Incidental Sewage Tank Aeration System for the National Oceanic and Atmospheric Administration (NOAA) at the Thomas Jefferson facility. The drawing was approved by ABS (American Bureau of Shipping) Houston with reference number T2114893 dated 07-MAY-2021.

The project involves the design and installation of a sewage treatment tank aeration system with multiple detailed plans, elevations, and sections showing the structural components, piping arrangements, and mechanical specifications. Key specifications include fabrication and installation requirements for various pipe sizes (ranging from 1/4" to 2" diameter), ductile iron fittings, stainless steel components, and removal and scrap provisions for existing infrastructure. The general notes outline requirements for structural welding, fabrication standards, inspection protocols, and surface preparation in accordance with the American Bureau of Shipping rules and applicable federal shipping bureau standards. The drawings specify multiple views including plan views 5-A, 10-A, 20-A, and 38-A, along with elevations 13-A, 31-A, 36-A, and 43-A, with detailed sections showing drainage adapters, piping supports, and equipment mounting specifications. All shapes are specified as 1/2" inch by 1/2" inch unless otherwise noted, and all equipment must be returned to the nearest NOAA property upon completion of work.

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S ee A

B S H oust on L ette r R ef T 2114893 D ate d 0

7-M A Y -2

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NO.

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REFERENCES

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DRAWING TITLE

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SHEET 1 OF

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SCALE: AS SHOWN

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PREPARED

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CHECKED

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APPROVED

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APPROVED

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ENGINEER

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NOAA

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USCG

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YARD

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DATE

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HULL NO.

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NOAA PROJ NO.

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DRAWING NUMBER

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REV

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DRAWING NO.

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REV

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DESCRIPTION

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BY

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ZONE

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DATE

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AG

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WCL

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WCL

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AutoCAD SHX Text 02/21

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NEW PLATFORM INCIDENTAL

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SEWAGE TANK

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THOMAS JEFFERSON

AutoCAD SHX Text MARINE SYSTEMS CORPORATION 23 DRYDOCK AVE, SUITE 620W BOSTON, MA 02210-2138 PHONE: (617) 542-3345 FAX: (617) 542-2461 WWW.MSCORP.NET

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GENERAL NOTES

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AutoCAD SHX Text NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION UNITED STATES DEPARTMENT OF COMMERCE

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NOAA

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LIST OF MATERIAL (QUANTITY FOR ONE SHIP)

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MTL SPEC

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DESCRIPTION

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LAST

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NO

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USED

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NSN OR MFGR

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PT NO.

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SCE

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REMARKS

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WT

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NO

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REQD

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1. THE PURPOSE OF THIS DRAWING IS TO PROVIDE NEW ARRANGEMENT &

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FABRICATION DETAILS OF THE NEW PLATFORM TO SUPPORT THE SEWAGE

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2. ALL FABRICATION, WELDING, AND INSPECTION SHALL BE ACCOMPLISHED IN

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ACCORDANCE WITH THE AMERICAN BUREAU OF SHIPPING RULES, LATEST

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REVISION.

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3. WELDED JOINT DESIGNS AND WELD FILLET SIZES SHOWN ON THIS DRAWING

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HAVE BEEN BASED ON THE USE OF 70XX FILLER METAL.

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4. EQUIPMENT AND/OR STRUCTURE DENOTED BY (N) IS NEW, DENOTED BY (R) IS

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RELOCATED, DENOTED BY (E) IS EXISTING, AND DENOTED BY (M) IS MODIFIED.

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5. ALL BURRS SHARP AND RAGGED EDGES OF EXPOSED STRUCTURE, WHERE

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LIKELY TO INJURE PERSONNEL OR DAMAGE EQUIPMENT, SHALL BE GROUND

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SMOOTH.

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6. TEMPLATE ALL WORK FROM SHIP AND EQUIPMENT.

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7. FRAME SPACING IS 24" THROUGHOUT.

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8. MATERIAL MARKED THUS ////////// SHALL BE REMOVED.

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9. REUSE EXISTING MOUNTING CLIPS, SUB-BASES AND/OR HARDWARE ON

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RELOCATED ITEMS, IF PRACTICABLE. OTHERWISE, THE INSTALLING ACTIVITY WILL

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PROVIDE NEW MOUNTING CLIPS, SUB-BASES AND/OR HARDWARE AS REQUIRED.

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10. REMOVE AND REPLACE INSULATION IN WAY OF NEW WORK IN ACCORDANCE WITH

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WORK SPECIFICATIONS.

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11. PAINT ALL NEW STRUCTURE AND SUPPORTS, AND REPAINT ALL SURFACES

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DAMAGED BY WELDING AND REMOVAL OF EQUIPMENT IN ACCORDANCE WITH THE

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AMERICAN BUREAU OF SHIP RULES, LATEST REVISION.

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12. THE ORIGIN OF A VIEW IS INDICATED BY A ZONE NUMBER AND LETTER IN

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PARENTHESIS BELOW THAT VIEW.

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13. DECK COVERING DAMAGED BY REMOVAL OR INSTALLATION OF STRUCTURE IS TO

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BE REPLACED TO MATCH ADJACENT MATERIAL.

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14. ALL SNIPES SHALL BE 1/2 INCH BY 1/2 INCH UNLESS OTHERWISE NOTED.

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ALL REMOVED EQUIPMENT SHALL BE RETURNED TO THE NEAREST NOAA PROPERTY

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ADMINISTRATOR FOR FINAL DISPOSITION.

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ALL EXISTING OR NEW STRUCTURE/EQUIPMENT SHALL FIELD VERIFY PRIOR TO

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INSTALLATION OR WELDING.

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HOLD

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SCALE: 1/8"=1'-0"

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%%UKEY PLAN 5-A

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FWD

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WCC

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CL SHIP

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STRUCTURAL MODULE 4

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MACHINERY SPACE FLOOR PLATES AND GRATING

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FABRICATE & INSTALL (N)PLATFORM FOR SEWAGE AERATION SYSTEM SEE PLAN 20-A

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STRUCTURAL MODULE ASSEMBLY NO 11

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SEWAGE TANK AERATION SYS INSTL

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ITEMS REFERRING TO THIS NOTE WITH PART NUMBER SHOWN IN L/M, SHALL

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FROM MCMASTER-CARR, PO BOX 440, NEW BRUNSWICK, NJ 08903-0440,

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BE SIMILAR OR EQUAL TO MCMASTER-CARR SUPPLY COMPANY, AND IS AVAILABLE

AutoCAD SHX Text TEL: 732-329-3200, FAX: 732-329-3772., www.mcmaster.com732-329-3200, FAX: 732-329-3772., www.mcmaster.com

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170 LF

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4.9#/LF

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ASTM A36

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IAF

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42 LF

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3.2#/LF

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ASTM A36

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IAF

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6 LF

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1.7#/LF

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ASTM A36

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IAF

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1 SF

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PLATE, 12.75#

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15.3#/SF

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ASTM A36

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IAF

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1.68#/LF

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PIPE, 1" DIA SCH 40

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18 LF

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ASTM A500, GR B

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1.13#/LF

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PIPE, 3/4" DIA SCH 40

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36 LF

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ASTM A500, GR B

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1.9#/LF

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ROUND BAR, 3/4" DIA

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5 LF

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ASTM A36

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IAF

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7.04#/SF

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GRATING, METAL BAR, SERRATED, 24" WIDE

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COML

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IAF

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54 LF

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ASME B18.2.1

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OSS

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ZINC PLTD STL

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SAE GR 5, LG=1 1/2"

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ASME B18.21.1

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WEIGHT

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VERTICAL

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WEIGHT CONTROL DATA

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VERTICAL

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LONG.

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LONG.

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TRANSVERSE

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TRANSVERSE

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OR

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SWBS

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NUMBER

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MOMENT

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CENTER

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CENTER

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%%UENGINE ROOM

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MCS

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GR B, DRY TORQUE TO 31 FT-LBS

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WASHER, FLAT, 3/8" DIA

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BOLT, HEX HD, 3/8"-16UNC-2A

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NUT, SELF LOCKING, 3/8"-16UNC-3B

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NASM 25027

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IAF

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8 SF

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SADDLE CLIP FOR 1" BEARING BAR

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MOUNTING HARDWARE NOT ORDERED IN THIS DRAWING SHALL BE SUPPLIED BY THE

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INSTALLING ACTIVITY AND SHALL INCLUDE SAE GRADE 5 BOLTS, CONFORMING TO

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SPECIFICATION NASM 25027, AND FLAT WASHERS CONFORMING TO SPECIFICATION

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ASME B18.22.1. ALL FASTENER ASSEMBLIES SHALL BE DRY-TORQUED TO ACHIEVE

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SPECIFICATION ASME B18.2.1, GRADE B SELF-LOCKING NUTS CONFORMING TO

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75% OF THEIR PROOF STRENGTH.

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AERATION INSTALLATION.

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POWER MODS INCID SEWAGE TANK AERATION SYS

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AERATION SYSTEM

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IAF

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ASME B18.2.1

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BOLT, HEX HD, 1/4"-20UNC-2A

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NUT, SELF LOCKING, 1/4"-20UNC-3B

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NASM 25027

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SAE GR 5, LG=2"

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GR B, DRY TORQUE TO 8 FT-LBS

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8 LF

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5.8#/LF

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ASME B18.21.1

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WASHER, FLAT, 1/4" DIA

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REMOVE & SCRAP (E) PLATFORMS SEE PLAN 10-A

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(E) SHELL

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B S H oust on L ette r R ef T 2114893 D ate d 0

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PLAN VIEW 10-A LKG @ ABT 16'-0" ABL SCALE: 1/2"=1'-0" (5-A)

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FWD

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WCC

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(E)SHELL (STBD)

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(E)15.3# PL BHD

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(E)5"X3"X5/16"L TYP

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(E)6" PIPE SCH 80 STANCHION 9'-0" OFF CL (S)

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REMOVE & SCRAP (E)PLTF @ 16'-2" ABL

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(E)INCLINED LADDER (REF)

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DN

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ELEVATION 13-A LKG INBD @ ABT 13'-0" OFF CL (S) SCALE: 1/2"=1'-0" (10-A)

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CL SHIP

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REMOVE & SCRAP (E)ACCESS PLATF @ 14'-2" ABL

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CUT LINE

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REMOVE & SCRAP (E)2"X2"X1/4"L TYP

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SECTION 13-C LKG FWD @ ABT FR 60 SCALE: 1/2"=1'-0" (10-A)

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CUT LINE

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REMOVE & SCRAP (E)ACCESS PLTF @ 14'-2" ABL

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(E)ACCESS PLTF 14'-2" ABL

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REMOVE & SCRAP (E)2"X2"X1/4"L TYP

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CUT LINE

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CUT LINE

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CUT LINE

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CUT LINE

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REMOVE & SCRAP (E)PIPE SUPPORT

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TEMPL ACT

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(E)MAIN DECK

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(E)3" PIPE STANCHION (REF)

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SECTION 13-E LKG FWD @ ABT FR 61 SCALE: 1/2"=1'-0" (10-A)

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CUT LINE

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REMOVE & SCRAP (E)STANCHION W/STAPLES & CHAINS

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(E)LANDING PLTF 14'-2" ABL

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REMOVE & SCRAP (E)4"X3"X1/4"L

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WCC

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CUT LINE

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CUT LINE

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(E)15.3# PL BHD

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(E)5"X3"X5/16"L TYP

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9'-0" OFF CL (S)

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9'-0" OFF CL (S)

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(E)3" PIPE STANCHION

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(E)6" PIPE STANCHION

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CUT LINE

REMOVE & SCRAP (E)2"X2" ANGLE

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PLAN 20-A PLATFORM @ 16'-5" ABL SCALE: 1 1/2"=1'-0" (5-A)

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FWD

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(E)15.3# PL BHD

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AutoCAD SHX Text L=12'-3"

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AutoCAD SHX Text 3"X3"X1/4"L L=11'-9"

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L=12'-0" 3 REQD

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AutoCAD SHX Text 4"X3"X1/4" L L=7'-10 3/4"

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9'-0" OFF CL (S)

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(N)3"X3"X1/4"L TYP

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SCRIBE (N)3"X3"X1/4"L TO SUIT (E)6" STANCHION TYP

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(E)5"X3"X5/16"L TYP

AutoCAD SHX Text DRILL CLEARANCE HOLES FOR GRATING SADDLE CLIPS LOC ACTUAL TO SUIT GRATING & SUPPORTING MATERIAL TO AVOID INTERFERENCES

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(E)6" PIPE STANCHION

AutoCAD SHX Text L=35 3/4"

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L=7'-10 3/4" 3 REQD

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DETAIL 23-A SCALE: 3"=1'-0" (20-A)

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TYP

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(N)3"X3"X1/4"L TYP

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(E)15.3# PL BHD

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(E)5"X3"X5/16"L TYP

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SEE DETAIL 23-A TYP

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(E)SHELL

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(E)18"X4X3/8" FLGD PL

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SHELL STRINGER

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(REF 3)

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(E)VALVE (REF)

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1" BAR GRATING 21 3/7"X7'-6"

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SADDLE CLIP, BOLT & NUT (6 REQD)

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24"X7'-6" 2 REQD

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AutoCAD SHX Text 24"X22"

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AutoCAD SHX Text 8 1/2"X7'-6"

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AutoCAD SHX Text L=7'-6 1/2"

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WCC

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DETAIL 23-D PIPE SUPPORT ASSY SCALE: 3"=1'-0" (20-A)

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TYP

AutoCAD SHX Text L=42"

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2"X1/4"ROLLED FB L=7 1/2"

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(E)3" PIPE

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DRILL HOLES FOR 3/8" BOLTS W/NUTS & WASHERS 2 PLCS

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ABT 39" AFT FR 55

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TEMPL ACTUAL LOCATION

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TO SUIT (E) PIPE

AutoCAD SHX Text (N)3"X3"X1/4" L

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(N) BAR GRATING

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%%U(N)SEWAGE AERATION

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%%UBLOWER

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INSTALL IN ACCORDANCE

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WITH MANUFACTURER'S

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INSTRUCTIONS

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(REF 4)

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SADDLE CLIP, BOLT & NUT (6 REQD EA)

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L=6'-11" SIM EL 35-A

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L=7'-0" SIM EL 35-A

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NOAA PROJ NO.

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REV

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SECTION 28-A LKG FWD @ ABT 3" AFT FR 59 SCALE: 1 1/2"=1'-0" (20-A)

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(E)LANDING PLTF 14'-2" ABL

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(N)SEWAGE AERATION FDN 16'-5" ABL

AutoCAD SHX Text 2"X2"X1/4"L L=27"

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(N)12.75# PL (FAR SIDE) SEE DETAIL 31-D 2 PLCS

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TYP

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(N)2"X2"X1/4"L TYP

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3/4" RB LADDER RUNGS L=23 1/2" 2 REQD

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(E)12.75# PL MAIN DECK (REF 1)

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(E)12.75# PL FAR SIDE

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(E)4"X3"X5/16"L TYP

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(E)21"X4"X3/8" FLG PL

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WCC

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TYP

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(N)1" PIPE UPPER COURSE

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(N)3/4" PIPE MID & LWR COURSE

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WCC

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9'-0" OFF CL (S)

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(E)6" PIPE STANCHION

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ELEVATION 31-A LKG INBD @ ABT 11'-0" OFF CL (S) SCALE: 1 1/2"=1'-0" (28-A)

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(N)ACCESS PLTF 14'-2" ABL

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(N)SEWAGE AERATION PLTF 16'-5" ABL

AutoCAD SHX Text (N)3"X3"X1/4"L

AutoCAD SHX Text 2"X2"X1/4"L L=28 3/4"

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AutoCAD SHX Text (N)2"X2"X1/4"L

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FR 59

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TYP

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FWD

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WCC

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(N)3/4" RB TYP

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DETAIL 31-C SCALE: 3"=1'-0" (28-A, 46-A)

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(N)3"X3"X1/4"L TYP

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1" RAD (TYP)

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3/4" PIPE SCH 40 L=24" MID & LWR COURSE 6 REQD

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1" PIPE SCH 40 L=24" UPPER COURSE 3 REQD

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TYP

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WCC

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AutoCAD SHX Text (N)2"X2"X1/4"L

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DETAIL 31-D SCALE: 3"=1'-0" (28-A)

AutoCAD SHX Text (N)3"X3"X1/4" L

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12.75# PL 3" WIDE CHOCK 2 REQD

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TYP

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(E)21"X4"X3/8" FLG PL

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(E)18"X4X3/8" FLGD PL

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SHELL STRINGER

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(REF 3)

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(E)SHELL

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(E)12.75# PL MAIN DECK (REF 1)

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(E)4"X3"X5/16"L TYP

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TYP

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TYP

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L = ABT 5'-6"

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3 REQD

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TEMPL ACT

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L=29" UPPER COURSE

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L=29" MID & LWR COURSE 2 REQD

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ELEVATION 35-A LKG INBD @ ABT 9'-4" OFF CL (S) SCALE: 1 1/2"=1'-0" (20-A)

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(N)SEWAGE AERATION PLTF 16'-5" ABL

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TYP

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(N)3"X3"X1/4"L TYP

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(E)4"X3"X5/16"L TYP

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(E)21"X4"X3/8" FLG PL

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FWD

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WCC

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(E)12.75# PL

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(E)12.75# PL

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3"X3"X1/4"L L=7'-1 3/4" 3 REQD

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AutoCAD SHX Text (E)5"X3 1/2"X5/16"L

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(E)15.3# PL BHD

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REF LINE

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7.65# PL FIDDLE BOARD 36"X24" REF 4

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(E)12.75# PL MAIN DECK (REF 1)

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9'-0" OFF CL (S)

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(E)6" PIPE STANCHION

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(E)INCLINED LADDER (FAR - PARTIAL SHOWN)

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PLAN 38-A PLATFORM @ 14'-2" ABL SCALE: 1 1/2"=1'-0" (28-A)

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FWD

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WCC

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REF LINE

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(E)LANDING PLTF (REF)

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AutoCAD SHX Text L=50 3/4"

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TYP

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AutoCAD SHX Text L=45 1/2"

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AutoCAD SHX Text L=45"

AutoCAD SHX Text L=46"

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AutoCAD SHX Text 2"X2"X1/4"L L=48"

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AutoCAD SHX Text (N)2"X2"x1/4"L TYP

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WCC

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WCC

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TYP

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(E)3" PIPE STANCHION

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DOWN

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SCRIBE (N)2"X2"X1/4"L TO SUIT (E)6" STANCHION

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9'-0" OFF CL (S)

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(E)6" PIPE STANCHION

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9'-0" OFF CL (S)

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DOWN

AutoCAD SHX Text (M)4"X3"X1/4"L

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TYP

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DRILL CLEARANCE HOLES FOR GRATING SADDLE CLIPS LOC ACTUAL TO SUIT GRATING

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1" BAR GRATING 24" X 50 3/4" 2 REQD

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SADDLE CLIP, BOLT & NUT 6REQD

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SECTION 46-A LKG FWD@ 2" FWD FR 61 SCALE: 1 1/2"=1'-0" (38-A)

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(E)4"X3"X5/16"L TYP

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(N)ACCESS PLTF 14'-2" ABL

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(N)2"X2"X1/4"L TYP

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3/4" PIPE SCH 40 L=48" MID & LWR COURSE 2 REQD

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1" PIPE SCH 40 L=48" UPPER COURSE 1 REQD

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TYP

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12'-10" OFF CL (S)

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(E)LANDING PLTF (REF)

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SIM DETAIL 31-C

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ELEVATION 43-A LKG INBD @ ABT 13'-0" OFF CL (S) SCALE: 1 1/2"=1'-0" (38-A)

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(N)ACCESS PLTF 14'-2" ABL

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(N)SEWAGE AERATION PLTF 16'-5" ABL

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3/4" PIPE SCH 40 L=48" MID & LWR COURSE 2 REQD

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1" PIPE SCH 40 L=48" UPPER COURSE

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(E)4"X3"X5/16"L TYP

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TYP

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FWD

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WCC

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REF LINE

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(N)3/4" RB (FAR SIDE) TYP

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(E)12.75# PL MAIN DECK (REF 1)

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(E)12.75# PL MAIN DECK (REF 1)

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9'-0" OFF CL (S)

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(E)6" PIPE STANCHION

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(N)1" PIPE SCH 40 UPPER COURSE (FAR SIDE)

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(N)3/4" PIPE SCH 40 MID & LWR COURSE (FAR SIDE)

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(N)1" PIPE SCH 40 UPPER COURSE (FAR SIDE)

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1" RAD (TYP)

185-001-NEW PLTF INCID SEWAGE AERATION SYSTEM-SH 1
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File details come from the government source that posted it. Updated .