08 11 13_Add02.pdf

PDF 28 KB Posted

Attached to
F-35 ADD/ALTER SQUADRON OPERATIONS 404 Federal contract opportunity
Solicitation number
W50S9F-21-R-0001
Issued by
Department of the Army National Guard

About this file

This solicitation requests proposals for construction services to alter and add to an F-35 Squadron Operations facility at Truax Field in Madison, Wisconsin. Work includes reconfiguring existing space for F-35 Autonomic Logistics Information System functions and Optimization of the Human Weapon System, upgrading existing vault wall types to meet ICD 705 standards for multiple classification levels, and constructing additional Sensitive Compartmented Information Facility and Pilot Extraction Simulator Training areas. The project magnitude is between $1-5 million. The solicitation closes on January 20, 2021. The evaluation will consider technical, past performance, and price factors. The intent is to award without discussions. Interested parties must register in SAM and check the beta.SAM.GOV website for amendments and documents. Questions should be directed to the specified email.

View the file

Other files for this federal contract opportunity

Other files attached to F-35 ADD/ALTER SQUADRON OPERATIONS 404, newest first.
File Type Posted
08 71 00A Hardware Sets Schedule B404_Add02.pdf PDF
F35-ADAL B404 Addendum 2.doc DOC document
F35-ADAL B404 Addendum 1.doc DOC document
W50S9F21R00010004.pdf PDF
08 71 00_Add02.pdf PDF
Question and Answer 07.docx DOCX document
XGFG182010 F-35 ADAL B404 Type B3 Drawings (G-011 Revised).pdf PDF
W50S9F21R00010003.pdf PDF
Question and Answer 06.docx DOCX document
W50S9F21R00010002.pdf PDF
Question and Answer 05.docx DOCX document
EXHIBIT H PROPOSAL PRICE SCHEDULE V2.docx DOCX document
B404 Walk-Through Photos.pdf PDF
Question and Answer 04.docx DOCX document
Question and Answer 03.docx DOCX document
Question and Answer 02.docx DOCX document
Geotechnical Report.pdf PDF
Question and Answer 01.docx DOCX document
Pre-Proposal Slides - F-35 B404.pptx PPTX presentation
W50S9F21R0001.pdf PDF
Pre-Proposal Attendance Sheet.pdf PDF
EXHIBIT D LETTER OF COMMITMENT.docx DOCX document
ATTACHMENT 09 SAP SINGLE SOURCE DETERMINATION HALLMAN LINDSEY.pdf PDF
EXHIBIT G SMALL BUSINGESS SUBCONTRACTING PLAN FORMAT.docx DOCX document
ATTACHMENT 06 SAP SINGLE SOURCE DETERMINATION ANDOVER.pdf PDF
ATTACHMENT 08 SAP SINGLE SOURCE DETERMINATION ATI.pdf PDF
ATTACHMENT 10 SAP SINGLE SOURCE DETERMINATION JOHNSONITE.pdf PDF
ATTACHMENT 12 SAP SINGLE SOURCE DETERMINATION MARSHALL BEST.pdf PDF
EXHIBIT C PAST PERFORMANCE REFERENCE QUESTIONNAIRE.docx DOCX document
ATTACHMENT 05 SAP SINGLE SOURCE DETERMINATION ADVANTOR.pdf PDF
ATTACHMENT 03 DRAWINGS Project No.XGFG182010 dated 31Jul2020.pdf PDF
ATTACHMENT 11 SAP SINGLE SOURCE DETERMINATION KRIEGER.pdf PDF
ATTACHMENT 16 SFS FORM 12.xls XLS spreadsheet
EXHIBIT A PERFORMANCE RELEVANCY QUESTIONNAIRE AND SPECIALIZED COMPANY EXPERIENCE.docx DOCX document
EXHIBIT B SUBCONTRACTOR TEAM KEY PERSONNEL INFORMATION AND CONSENT FORM.doc DOC document
EXHIBIT H PROPOSAL PRICE SCHEDULE.docx DOCX document
W50S9F21R0001.pdf PDF
ATTACHMENT 01 PLANS AND SPECIFICATIONS Vol 1 of 2 Project No.XGFG182010 dated 31Jul2020.pdf PDF
ATTACHMENT 02 PLANS AND SPECIFICATIONS Vol 2 of 2 Project No.XGFG182010 dated 31Jul2020.pdf PDF
ATTACHMENT 04 AFE PILOT LOCKER DRAWINGS Project No.XGFG182010 dated 20Jul2020.pdf PDF
ATTACHMENT 07 SAP SINGLE SOURCE DETERMINATION ARMSTRONG.pdf PDF
ATTACHMENT 13 SAP SINGLE SOURCE DETERMINATION MILLIKEN.pdf PDF
ATTACHMENT 14 SAP SINGLE SOURCE DETERMINATION VENDURA.pdf PDF
ATTACHMENT 15 PRE PROPOSAL SITE VISIT INSTRUCTIONS.docx DOCX document
EXHIBIT F SMALL BUSINESS PARTICIPATION PLAN FORMAT.docx DOCX document
Show all 45

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

TRUAX FIELD ANGB - F-35: ADAL BLDG 404 ADDENDUM 2

XGFG182010 26 JAN 2021

SECTION 08 11 13

STEEL DOORS AND FRAMES

02/10

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.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM C578 (2018) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM E1300 (2016) Standard Practice for Determining Load Resistance of Glass in Buildings

ASTM F2248 (2012) Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.115 (2016) Hardware Preparation in Steel Doors and Steel Frames

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 80 (2016; TIA 16-1) Standard for Fire Doors and Other Opening Protectives

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR 111 (2009) Recommended Selection and Usage Guide for Standard Steel Doors, Frames and Accessories

SDI/DOOR 113 (2001; R2006) Standard Practice for Determining the Steady State Thermal Transmittance of Steel Door and Frame Assemblies

SDI/DOOR A250.4 (2011) Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing

SECTION 08 11 13 Page 1

SDI/DOOR A250.6 (2003; R2009) Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Frames

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

SDI/DOOR A250.11 (2001) Recommended Erection Instructions for Steel Frames

UNDERWRITERS LABORATORIES (UL)

UL 10C (2016) UL Standard for Safety Positive Pressure Fire Tests of Door Assemblies

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors; G

Recycled Content for Steel Door Product; S

Frames; G

Recycled Content for Steel Frame Product; S

Accessories

Show elevations, construction details, metal gages, hardware provisions, method of glazing, and installation details.

Schedule of Doors; G

Schedule of Frames; G

Submit door and frame locations.

SD-03 Product Data

Doors; G

Frames; G

Submit manufacturer's descriptive literature for doors, frames, and accessories. Include data and details on door construction, panel (internal) reinforcement, insulation, and door edge construction. When "custom hollow metal doors" are provided in lieu of "standard steel doors," provide additional details and data sufficient for comparison to SDI/DOOR A250.8 requirements.

Sound Rated Steel Door And Frame Assemblies

SECTION 08 11 13 Page 2

SD-07 Certificates

ICD-705 Certification For Rated Steel Door And Frame Assemblies

SD-11 Closeout Submittals

2-Year Full Component Warranty

1.3 DELIVERY, STORAGE, AND HANDLING

Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Provide temporary steel spreaders securely fastened to the bottom of each welded frame. Store doors and frames on platforms under cover in clean, dry, ventilated, and accessible locations, with 1/4 inch airspace between doors. Remove damp or wet packaging immediately and wipe affected surfaces dry. Replace damaged materials with new.

PART 2 PRODUCTS

2.1 STANDARD STEEL DOORS

SDI/DOOR A250.8, except as specified otherwise. Prepare doors to receive door hardware as specified in Section 08 71 00. Undercut where indicated.

Provide exterior doors with top edge closed flush and sealed to prevent water intrusion. Provide doors at 1-3/4 inch thick, unless otherwise indicated. Provide door material that uses a minimum of 25 percent recycled content. Provide data indicating percentage of recycled content for steel door product. Provide exterior glazing in accordance with ASTM F2248 and ASTM E1300.

2.1.1 Classification - Level, Performance, Model

2.1.1.1 Extra Heavy Duty Doors

SDI/DOOR A250.8, Level 3, physical performance Level A, Model 2 with core construction as required by the manufacturer for interior doors, of size(s) and design(s) indicated.

2.1.1.2 Maximum Duty Doors

SDI/DOOR A250.8, Level 4, physical performance Level A, Model 2 with core construction as required by the manufacturer for exterior doors, of size(s) and design(s) indicated.

2.2 INSULATED STEEL DOOR SYSTEMS

Provide insulated steel doors with a core of polyurethane foam; face sheets, edges, and frames of galvanized steel not lighter than 16 gage respectively; magnetic weatherstripping; nonremovable-pin hinges;

thermal-break aluminum threshold; and vinyl door bottom. Provide to doors and frames a phosphate treatment, rust-inhibitive primer, and baked acrylic enamel finish. Test doors in accordance with SDI/DOOR A250.4 and meet the requirements for Level C. Prepare doors to receive specified hardware.

Provide doors 1-3/4 inch thick.

SECTION 08 11 13 Page 3

2.3 SOUND RATED STEEL DOOR AND FRAME ASSEMBLIES

2.3.1 Sound Rated Steel Door and Frame Assembly General

a. Door, frame, and hardwares shall be provided by a singular manufacturer/ supplier and come as a complete assembly system.

b. Assembly shall provide ICD-705 certification for secure area rated steel door and frame assemblies.

c. Assembly shall be installed by a manufacturer certified installer.

d. Assembly must be compatible with ADVANTOR Systems for monitoring and control.

e. Provide manufacturer and installer 2-year full component warranty.

2.3.2 Sound Rated Door

Provide 1-3/4" thick sound rated door with a Sound Transmission Class (STC) of 50, designed for Secure Area Sound Requirements. Doors shall be constructed 16 gauge cold rolled steel skins and acoustical core. Provide wood veneer, select white birch, face to match wood doors and finish in the facility. Door shall have a permanent STC rating label affixed to the face of the door.

2.3.3 Sound Rated Frame

Provide sound rated frame with a Sound Transmission Class (STC) of 50, designed for Secure Area Sound Requirements. Frames shall be constructed 14 gauge prime painted cold rolled steel skins and acoustical core. Provide 8

lb. density Thermafiber sound insulation at perimeter of door installation. Provide adjustable, magnetic perimeter acoustic seals.

Frames shall be compatible with wall construction type noted on drawings.

2.3.4 Hardware

Hardware to be prepped and provided by Sound Rated Steel Door and Frame Assembly manufacturer. See hardware schedule in specification 087110 for requirements.

2.4 ACCESSORIES

2.4.1 Astragals

For pairs of exterior steel doors which will not have aluminum astragals or removable mullions, as specified in Section 08 71 00 DOOR HARDWARE provide overlapping steel astragals with the doors. For interior pairs of fire rated doors, provide stainless steel astragals complying with NFPA 80 for fire rated assemblies.

2.4.2 Moldings

Provide moldings around glass of interior and exterior doors and louvers of interior doors. Provide nonremovable moldings on outside of exterior doors and on corridor side of interior doors. Other moldings may be stationary or removable. Secure inside moldings to stationary moldings, or provide snap-on moldings. Provide muntins that interlock at intersections and are fitted plus welded to stationary moldings.

SECTION 08 11 13 Page 4

2.5 INSULATION CORES

Provide insulating cores of the type specified, and provide an apparent U-factor of .48 in accordance with SDI/DOOR 113 and conforming to:

a. Rigid Polystyrene Foam Board: ASTM C578, Type I or II; or

2.6 STANDARD STEEL FRAMES

SDI/DOOR A250.8, Level 4, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, transoms, sidelights, and mullions unless otherwise indicated.

Provide frame product that uses a minimum of 25 percent recycled content.

Provide data indicating percentage of recycled content for steel frame product.

2.6.1 Welded Frames

Continuously weld frame faces at corner joints. Mechanically interlock or continuously weld stops and rabbets. Grind welds smooth.

Weld frames in accordance with the recommended practice of the Structural Welding Code Sections 1 through 6, AWS D1.1/D1.1M and in accordance with the practice specified by the producer of the metal being welded.

2.6.2 Mullions and Transom Bars

Provide mullions and transom bars of closed or tubular construction with heads and jambs butt-welded together. Bottom of door mullions must have adjustable floor anchors and spreader connections.

2.6.3 Stops and Beads

Form stops and beads from 20 gage steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, countersunk Phillips self-tapping sheet metal screws or concealed clips and fasteners. Space fasteners approximately 12 to 16 inch on center. Miter molded shapes at corners. Butt or miter square or rectangular beads at corners.

2.6.4 Anchors

Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated or painted with rust-inhibitive paint, not lighter than 18 gage.

2.6.4.1 Wall Anchors

Provide at least three anchors for each jamb. For frames which are more than 7.5 feet in height, provide one additional anchor for each jamb for each additional 2.5 feet or fraction thereof.

a. Masonry: Provide anchors of corrugated or perforated steel straps or 3/16 inch diameter steel wire, adjustable or T-shaped;

b. Stud partitions: Weld or otherwise securely fasten anchors to backs of frames. Design anchors to be fastened to closed steel studs with sheet metal screws, and to open steel studs by wiring

SECTION 08 11 13 Page 5 or welding;

c. Completed openings: Secure frames to previously placed concrete or masonry with expansion bolts in accordance with SDI/DOOR 111;

and

d. Solid plaster partitions: Secure anchors solidly to back of frames and tie into the lath. Provide adjustable top strut anchors on each side of frame for fastening to structural members or ceiling construction above. Provide size and type of strut anchors as recommended by the frame manufacturer.

2.6.4.2 Floor Anchors

Provide floor anchors drilled for 3/8 inch anchor bolts at bottom of each jamb member. Where floor fill occurs, terminate bottom of frames at the indicated finished floor levels and support by adjustable extension clips resting on and anchored to the structural slabs.

2.7 FIRE DOORS AND FRAMES

NFPA 80 and this specification. The requirements of NFPA 80 takes precedence over details indicated or specified.

2.7.1 Labels

Provide fire doors and frames bearing the label of Underwriters Laboratories (UL), Factory Mutual Engineering and Research (FM), or Warnock Hersey International (WHI) attesting to the rating required. Testing must be in accordance with NFPA 252 or UL 10C. Provide labels that are metal with raised letters, bearing the name or file number of the door and frame manufacturer. Labels must be permanently affixed at the factory to frames and to the hinge edge of the door. Do not paint door and labels.

2.7.2 Astragal on Fire Doors

On pairs of labeled fire doors, conform to NFPA 80 and UL requirements.

2.8 WEATHERSTRIPPING

As specified in Section 08 71 00 DOOR HARDWARE.

2.9 HARDWARE PREPARATION

Provide minimum hardware reinforcing gages as specified in SDI/DOOR A250.6.

Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI/DOOR A250.8 and SDI/DOOR A250.6. For additional requirements refer to ANSI/BHMA A156.115. Drill and tap for surface-applied hardware at the project site. Build additional reinforcing for surface-applied hardware into the door at the factory. Locate hardware in accordance with the requirements of SDI/DOOR A250.8, as applicable. Set lock strikes out to provide clearance for silencers.

2.9.1 Hardware for Secure Doors

Secure rated doors must have all hardware prepared and installed on the door at the factory, and shipped to the site as part of the door assembly.

SECTION 08 11 13 Page 6

2.10 FINISHES

2.10.1 Factory-Primed Finish

Thoroughly clean all surfaces of doors and frames then chemically treat and factory prime with a rust inhibiting coating as specified in SDI/DOOR A250.8.

, or paintable A25 galvannealed steel without primer. Where coating is removed by welding, apply touchup of factory primer.

2.11 FABRICATION AND WORKMANSHIP

Provide finished doors and frames that are strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Provide molded members that are clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment. Dress exposed welded and soldered joints smooth. Design door frame sections for use with the wall construction indicated. Corner joints must be well formed and in true alignment. Conceal fastenings where practicable. Design frames in exposed masonry walls or partitions to allow sufficient space between the inside back of trim and masonry to receive caulking compound.

2.11.1 Grouted Frames

For frames to be installed in exterior walls and to be filled with mortar or grout, fill the stops with strips of rigid insulation to keep the grout out of the stops and to facilitate installation of stop-applied head and jamb seals.

2.12 PROVISIONS FOR GLAZING

Materials are specified in Section 08 81 00, GLAZING.

PART 3 EXECUTION

3.1 INSPECTION

Doors and door assemblies may be subject to inspection at the project site prior to acceptance of the door or assembly.

3.2 INSTALLATION

3.2.1 Frames

Set frames in accordance with SDI/DOOR A250.11. Plumb, align, and brace securely until permanent anchors are set. Anchor bottoms of frames with expansion bolts or powder-actuated fasteners. Build in or secure wall anchors to adjoining construction. At sound rated steel door and frame assemblies, backfill frames with mortar, or as recommended by manufacturers.

3.2.2 Doors

Hang doors in accordance with clearances specified in SDI/DOOR A250.8.

After erection and glazing, clean and adjust hardware.

3.2.3 Fire Doors and Frames

Install fire doors and frames, including hardware, in accordance with

NFPA 80.

SECTION 08 11 13 Page 7

3.3 PROTECTION

Protect doors and frames from damage. Repair damaged doors and frames prior to completion and acceptance of the project or replace with new, as directed. Wire brush rusted frames until rust is removed. Clean thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat.

3.4 CLEANING

Upon completion, clean exposed surfaces of doors and frames thoroughly.

Remove mastic smears and other unsightly marks.

-- End of Section --

SECTION 08 11 13 Page 8

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