About this file

This document contains details for a federal construction contract opportunity and related project documents. The U.S. Army Corps of Engineers New England District will issue a solicitation to replace the fuels storage complex at the Quonset Point Rhode Island Air National Guard Station for an estimated $5-10 million. The project scope includes replacing the truck offload and fillstand positions, associated pumping and filtration equipment, construction of a new 600 GPM pumphouse with control room and offload skids, fuel pumps, filter vessels, and associated valves, piping and electrical work. Existing storage tanks will be reused. The work will be phased to allow the existing system to operate until most of the new system is completed. The NAICS code is 236220. The solicitation will be set aside for small businesses using Best Value Tradeoff procedures. Attached documents provide wall sections, details, and plans for the replacement project.

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Other files

File Type Posted
Amendment 0010.pdf PDF
A-202 BUILDING SECTIONS.pdf PDF
Amendment 0009 - G-009 PHASING PLAN 1.pdf PDF
M-603 FUEL SYSTEM FLOW DIAGRAM (2 OF 2).pdf PDF
M-302 FUELING SYSTEM PIPING ELEVATIONS (2 OF 2).pdf PDF
Amendment 0009 - ES403 ENLARGED SITE PLAN (3 OF 4).pdf PDF
EP101 PUMP HOUSE POWER PLAN.pdf PDF
Amendment 0009 - ES404 ENLARGED SITE PLAN (4 OF 4).pdf PDF
A-002 CODE ANALYSIS.pdf PDF
A-103 REFLECTED CEILING AND ROOF PLANS.pdf PDF
ES101 ELECTRICAL OVERALL SITE PLAN.pdf PDF
Amendment 0009 - EP601 POWER DIAGRAMS AND SCHEDULES.pdf PDF
Amendment 0009 - Spec Section 01 22 00 - 05OCT20.pdf PDF
Amendment 0009.pdf PDF
Amendment 0009 - ES508 STORAGE TANK ELECTRICAL ELEVATION.pdf PDF
EP602 ELECTRICAL SCHEDULES.pdf PDF
Amendment 0009 - 26 24 19.00 40.pdf PDF
EP603 ELECTRICAL SCHEDULES.pdf PDF
Amendment 0009 - Schedule of Special Inspections.pdf PDF
E-001 ELECTRICAL LEGEND AND ABBREVIATIONS.pdf PDF
M-403 TRUCK FILLSTAND PIPING LAYOUT PLAN AND ELEVATION.pdf PDF
Quonset Modified document and comments.pdf PDF
ES507 PRODUCT RECOVERY TANK PLAN AND DETAIL.pdf PDF
EP604 ELECTRICAL SCHEDULES.pdf PDF
A-101 FLOOR PLAN.pdf PDF
Amendment 0008 - 03 30 00.pdf PDF
Amendment 0008 - G-013 MISCELLANEOUS WORK ITEMS AND NOTES.pdf PDF
Amendment 0008.pdf PDF
Amendment 0008 - 32 13 13.06.pdf PDF
Amendment 0008 - ES401 ENLARGED SITE PLAN (1 OF 4).pdf PDF
Amendment 0008 - 33 52 43.11.pdf PDF
Amendment 0008 - C-407 PUMPHOUSE AND PRT GRADING AND DRAINAGE PLAN - PHASE 1.pdf PDF
Amendment 0007.pdf PDF
Amendment 0006 - Wage Determination.pdf PDF
Amendment 0006 - 1802100MH-101-R1.pdf PDF
Amendment 0006 - 09 90 00 (Q - RTA - Bolded-2).pdf PDF
Amendment 0006 - 10 71 19.16 - Q - RTA - Bolded-2.pdf PDF
Amendment 0006.pdf PDF
Amendment 0006 - 33 56 19 - Q - RTA - Bolded-2.pdf PDF
Amendment 0006 - A-501 (SCHEDULES).pdf PDF
Amendment 0005.pdf PDF
Amendment 0004.pdf PDF
Amendment 0003.pdf PDF
Amendment 0002.pdf PDF
Amendment 0001.pdf PDF
Solicitation Drawing.zip ZIP file
Supplemental Price Breakdown to the Bidding Schedule.xlsx XLSX spreadsheet
Specs - Volume 1.pdf PDF
Specs - Volume 2.pdf PDF
W912WJ20R0011_Solicitation.pdf PDF
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Text version

STEEL

COLUMN

STEEL

ANGLE

METAL SOFFIT

8" WALL

GIRT

STANDING

SEAM METAL

ROOF

STEEL

FRAME

INSULATED

TAPE

SEALANT

ROOF PANEL

PURLIN

WALL PANEL

ANGLE

CLOSURE

RAKE

FASCIA

SOFFIT

METAL TRIM

INSULATED

METAL WALL

PANEL

FASTENERS - PER

MANUFACTURER'S

REQUIREMENTS

(TYPICAL)

TAPE

SEALANT

1'-10"

STEEL

FRAME

PURLIN

STANDING SEAM

METAL ROOF

INSULATED

METAL WALL

PANEL

BOTTOM OF EAVE

ELEVATION 14'-8"

TOP OF STEEL

ELEVATION 16'-6"

1" METAL

SOFFIT PANEL

LIGHT GAUGE FRAMING TOP

PLATE, FASTEN TO STEEL

FRAMING

METAL

FASCIA

PURLIN

METAL FRAMING

Z-CLIP

2' - 6"

BATT INSULATION - R-30

GUTTER AND

DOWNSPOUT

BATT

INSULATION -

R-20 - INSTALL

BETWEEN JOIST

APPLY FUEL

RESISTANT EPOXY

COATING

1 1/2" COMPOSITE

DECK

CONCRETE

SLAB

4" X 3/8" PLATE W/

DIA. X 4" LONG

WELDED HEADED

ANCHOR STUDS @

2'-0" O.C. MAX.

8" SMOOTH-FACE

CMU BOND BEAM.

GROUT SOLID

2" RIGID BOARD

INSULATION

8" SMOOTH-FACE

CMU WALL

APPLY FUEL

RESISTANT

EPOXY COATING

TO FACE OF WALL

APPLY FUEL

RESISTANT EPOXY

COATING

1 1/2" COMPOSITE

DECK

CONCRETE

SLAB

2 COURSES 8"

SMOOTH-FACE CMU

BOND BEAM.

GROUT SOLID

2" RIGID BOARD

INSULATION

OPEN WEB

STEEL JOIST

8" SMOOTH-FACE

CMU WALL

APPLY FUEL

RESISTANT EPOXY

COATING TO FACE

OF WALL

2-HOUR-RATED,

FULL-HEIGHT CMU

FIRE WALL

SUSPENDED

ACOUSTICAL

LAY-IN CEILING

INACCESSIBLE

ATTIC (PART OF

BUSINESS 'B'

OCCUPANCY)

PUMP ROOM

HAZARDOUS 'H-2'

OCCUPANCY

1-HOUR RATED

CEILING/ROOF

ASSEMBLY TO COMPLY

WITH ICC-IBC 706.6.2:

5/8" TYPE 'X' GYP BD ON

6" METAL STUDS, FIXED

TO UNDERSIDES OF

STEEL ROOF PURLINS.

FILL CAVITY WITH 4 PCF

MINERAL WOOL BATT

INSULATION

STEEL ROOF PURLINS

STRUCTURAL STANDING

SEAM METAL ROOF

1-HOUR RATED WALL

TOP JOINT ASSEMBLY

(SIMILAR TO UL TEST

ASSEMBLY No. 905

HW-D-1030 AND OTHERS

4 PCF MINERAL WOOL

INSULATION

FIRESTOP SEALANT

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SHEET

IDENTIFICATION

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US Army Corps of Engineers

U S

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READY TO ADVERTISE (RTA)

A-302

W A

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T I O

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W G

WALL SECTION AT ROOF OVERHANG

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

ROOF OVERHANG

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

RAKE TRIM SOFFIT DETAIL

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

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

01 1

WALL DETAIL AT CONTROL ROOM ROOF

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

CONTROL ROOM ROOF SECTION

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

A M

E N

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RENEWAL DATE

2/28/2021

C-38283

H. MASON

HICKS, AIA

Sheets and Views
A-302 WALL SECTIONS AND DETAILS

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