About this file

This document contains a pre-solicitation notice and related federal contract opportunity for construction services. The U.S. Army Corps of Engineers-Norfolk District intends to issue a Request for Proposal for the construction of the DLA Aviation Operations Center, Phase II, a multi-story 281,075 square foot office building in Richmond, VA for 1,622 employees. The project scope includes administrative offices, conference rooms, elevators, fire suppression and alarm systems, an intrusion detection system, and energy management controls. The facility must comply with DoD antiterrorism standards and unified facilities criteria for permanent construction. The contract completion date will be 1020 calendar days after notice to proceed. Offerors must be registered in SAM and submit bid bonds prior to award. The government will award a firm-fixed price contract through a best value tradeoff evaluation considering past performance, technical approach, small business participation, and price. The solicitation will be issued on beta.sam.gov on or about May 27, 2020.

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Other files

File Type Posted
W91236-20-R-2005 Amendment 4 DLA Ops Center.pdf PDF
DLA Ops Center CLIN Schedule Rev1.pdf PDF
Attachment 73_DLA_OPS_PH II_A-119 - FOURTH FLOOR PLAN - AREA A4.pdf PDF
Attachment 66 _DLA_OPS_PH II_A-106 - FIRST FLOOR PLAN - AREA A1.pdf PDF
Attachment85_DLA_OPS_PH II_A-421 - ENLARGED METROLOGY LAB AND MYLAR ROOM PLAN.pdf PDF
Attachment91_DLA_OPS_PH II_A-602 - DOOR SCHEDULE.pdf PDF
Attachment95_DLA_OPS_PH II_A-703 - FINISH SCHEDULE.pdf PDF
Attachment 74_DLA_OPS_PH II_A-120 - FOURTH FLOOR PLAN - AREA D4.pdf PDF
Attachment 122 Spec-Drawing List 07-08-20.xlsx XLSX spreadsheet
Attachment129_DLA_OPS_PH II_321216 SPECIFICATIONS VOL2-Asphalt.pdf PDF
Attachment116_DLA_OPS_PH II_S-603 - COLUMN SCHEDULE.pdf PDF
Attachment80_DLA_OPS_PH II_A-206 - ENLARGED ELEVATIONS.pdf PDF
Attachment 71_DLA_OPS_PH II_A-117 - THIRD FLOOR PLAN - AREA A3.pdf PDF
Attachment 69_DLA_OPS_PH II_A-114 - SECOND FLOOR PLAN - AREA D2.pdf PDF
Attachment 127_DLA_OPS_PH II_316329 SPECIFICATIONS VOL2-Page1.pdf PDF
Attachment105_DLA_OPS_PH II_S-118 - SECOND FLOOR FRAMING PLAN - AREA F.pdf PDF
Attachment 62_DLA OPS_PH II_V-101.pdf PDF
Attachment108_DLA_OPS_PH II_S-132 - STAIRWELL FRAMING PLANS - AREA D.pdf PDF
Attachment122_OpsCtrPhaseII_final_GeotechRpt_Sept2019.pdf PDF
Attachment94_DLA_OPS_PH II_A-702 - FINISH SCHEDULE.pdf PDF
Attachment 65_DLA_OPS_PH II_A-103 - OVERALL THIRD FLOOR PLAN.pdf PDF
Attachment89_DLA_OPS_PH II_A-527 - MISCELLANEOUS DETAILS.pdf PDF
Attachment 58_DLA OPS_CU101-CU102.pdf PDF
Attachment102_DLA_OPS_PH II_S-104 - DRILLED PIER AND PIER CAP PLAN - AREA G.pdf PDF
Attachment124_DLA_OPS_PH II_087100 SPECIFICATIONS VOL1-Door Hardware.pdf PDF
Attachment109_DLA_OPS_PH II_S-133 - STAIRWELL AND ELEVATOR ROOF FRAMING PLANS - AREA D.pdf PDF
Attachment77_DLA_OPS_PH II_A-145 - PARTIAL LOW LEVEL ROOF PLAN.pdf PDF
Attachment82_DLA_OPS_PH II_A-208 - ENLARGED ELEVATIONS.pdf PDF
Final W91236-20-R-2005 Amendment 3 DLA Ops Center.pdf PDF
Attachment93_DLA_OPS_PH II_A-701 - FINISH SCHEDULE.pdf PDF
Attachment 59_DLA OPS_PH II_C-512.pdf PDF
Attachment90_DLA_OPS_PH II_A-601 - DOOR SCHEDULE.pdf PDF
Attachment117_DLA_OPS_PH II_S-604 - COLUMN SCHEDULE.pdf PDF
Attachment 61_DLA OPS_PH II_CS101.pdf PDF
Attachment81_DLA_OPS_PH II_A-207 - ENLARGED ELEVATIONS.pdf PDF
Attachment 68_DLA_OPS_PH II_A-113 - SECOND FLOOR PLAN - AREA A2.pdf PDF
Attachment 72_DLA_OPS_PH II_A-118 - THIRD FLOOR PLAN - AREA D3.pdf PDF
Attachment123_DLA_OPS_PH II_084400 SPECIFICATIONS VOL1-Para1.5.6.pdf PDF
Attachment75_DLA_OPS_PH II_A-121 - FIFTH FLOOR PLAN - AREA A5.pdf PDF
Attachment113_DLA_OPS_PH II_S-312 - FRAMING SECTIONS.pdf PDF
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Attachment115_DLA_OPS_PH II_S-503 - TYPICAL DETAILS.pdf PDF
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Attachment92_DLA_OPS_PH II_A-603 - DOOR SCHEDULE AND DETAILS.pdf PDF
Attachment101_DLA_OPS_PH II_S-101 - DRILLED PIER AND PIER CAP PLAN - AREA A.pdf PDF
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Attachment128_DLA_OPS_PH II_316329 SPECIFICATIONS VOL2-Part 2.3.2.pdf PDF
Attachment104_DLA_OPS_PH II_S-115 - ROOF FRAMING PLAN - AREA C.pdf PDF
Attachment 64_DLA OPS_PH II_V-103.pdf PDF
Attachment112_DLA_OPS_PH II_S-304 - FOUNDATION SECTIONS.pdf PDF
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Text version

DLA OPS CENTER PHASE 2 W91236-17-D-002

DEFENSE SUPPLY CENTER RICHMOND (DSCR), RICHMOND, VA

SECTION 08 91 00

METAL WALL LOUVERS

05/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

AMCA 500-D (2012) Laboratory Methods of Testing Dampers for Rating

AMCA 511 (2010) Certified Ratings Program for Air Control Devices

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2605 (2011) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2013) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardened

ASTM A653/A653M (2013) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM B209 (2010) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

1.2 SUSTAINABILITY REQUIREMENTS

Materials in this technical specification may contribute towards contract compliance with sustainability requirements.

SECTION 08 91 00 Page 1 richter Line richter Line richter Text Box

SECTION OMITTED BY AMENDMENT #3

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1.2.1 LEED Requirements

See Section 01 33 29 LEED DOCUMENTATION for project LEED NC requirements.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 LEED(TM) DOCUMENTATION. Submit the following in accordance with Section

01 33 00.00 50 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Wall louvers

SD-03 Product Data

Metal Wall Louvers

SD-04 Samples

Wall louvers

Door louvers

1.4 DELIVERY, STORAGE, AND PROTECTION

Deliver materials to the site in an undamaged condition. Carefully store materials off the ground to provide proper ventilation, drainage, and protection against dampness. Louvers shall be free from nicks, scratches, and blemishes. Replace defective or damaged materials with new.

1.5 DETAIL DRAWINGS

Show all information necessary for fabrication and installation of wall louvers. Indicate materials, sizes, thicknesses, fastenings, and profiles.

1.6 COLOR SAMPLES

Colors of finishes for wall louvers and door louvers shall closely approximate colors indicated. Where color is not indicated, submit the manufacturer's standard colors to the Contracting Officer for selection.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Galvanized Steel Sheet

ASTM A653/A653M , coating designation G90.

2.1.2 Aluminum Sheet

ASTM B209, alloy 3003 or 5005 with temper as required for forming.

SECTION 08 91 00 Page 2

2.1.3 Extruded Aluminum

ASTM B221, alloy 6063-T5 or -T52.

2.1.4 Cold Rolled Steel Sheet

ASTM A1008/A1008M , Class 1, with matte finish. Use for interior louvers only.

2.2 METAL WALL LOUVERS

Weather resistant type, with bird screens and made to withstand a wind load of not less than 30 pounds per square foot. Wall louvers shall bear the AMCA certified ratings program seal for air performance and water penetration in accordance with AMCA 500-D and AMCA 511. The rating shall show a water penetration of 0.20 or less ounce per square foot of free area at a free velocity of 800 feet per minute.

2.2.1 Extruded Aluminum Louvers

Fabricated of extruded 6063-T5 or -T52 aluminum with a wall thickness of not less than 0.081 inch.

2.2.2 Mullions and Mullion Covers

Same material and finish as louvers. Provide mullions for all louvers more than 5 feet in width at not more than 5 feet on centers. Provide mullions covers on both faces of joints between louvers.

2.2.3 Screens and Frames

For aluminum louvers, provide 1/2 inch square mesh, 14 or 16 gage aluminum or 1/4 inch square mesh, 16 gage aluminum bird screening. Mount screens in removable, rewirable frames of same material and finish as the louvers.

2.3 FASTENERS AND ACCESSORIES

Provide stainless steel screws and fasteners for aluminum louvers and zinc-coated or stainless steel screws and fasteners for steel louvers.

Provide other accessories as required for complete and proper installation.

2.4 FINISHES

2.4.1 Aluminum

Exposed aluminum surfaces shall be factory finished with an organic coating.

Color shall be as indicated.

2.4.1.1 Organic Coating

Clean and prime exposed aluminum surfaces. Provide a high-performance finish in accordance with AAMA 2605 with total dry film thickness of not less than 1.2 mil, color as indicated.

SECTION 08 91 00 Page 3

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Wall Louvers

Install using stops or moldings, flanges, strap anchors, or jamb fasteners as appropriate for the wall construction and in accordance with manufacturer's recommendations.

3.1.2 Screens and Frames

Attach frames to louvers with screws or bolts.

3.2 PROTECTION FROM CONTACT OF DISSIMILAR MATERIALS

3.2.1 Copper or Copper-Bearing Alloys

Paint copper or copper-bearing alloys in contact with dissimilar metal with heavy-bodied bituminous paint or separate with inert membrane.

3.2.2 Aluminum

Where aluminum contacts metal other than zinc, paint the dissimilar metal with a primer and two coats of aluminum paint.

3.2.3 Metal

Paint metal in contact with mortar, concrete, or other masonry materials with alkali-resistant coatings such as heavy-bodied bituminous paint.

3.2.4 Wood

Paint wood or other absorptive materials that may become repeatedly wet and in contact with metal with two coats of aluminum paint or a coat of heavy-bodied bituminous paint.

-- End of Section --

SECTION 08 91 00 Page 4

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