Q and A Addendum 07 27Oct2020 08 11 13.pdf
PDF 25 KB Posted
- Attached to
- B222 Renovation and Addition Federal contract opportunity
- Solicitation number
- W912LM20R1003
About this file
This solicitation requests proposals for the construction of an addition and renovation project at Duluth Air National Guard Base in Minnesota. The project includes constructing an addition to the existing base supply facility, repairing metal flashing and exterior doors, rehabilitating face brick, replacing HVAC, electrical and plumbing systems, and reconfiguring interior partitions. The work must be performed in accordance with DoD and Air Force design standards and use local materials where cost effective. The project budget is between $5-10 million and must be completed within 540 days. The solicitation was issued by the USPFO for Minnesota as a small business set-aside and will use best value past performance and price factors for evaluation. The pre-proposal conference is scheduled for October 7th and proposals are due by October 29th.
View the file
Other files for this federal contract opportunity
Show all 36
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
Renovate ADAL B222 102554 Duluth Air National Guard Base, Minnesota
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 C591 (2017) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation
ASTM C612 (2014) Mineral Fiber Block and Board Thermal Insulation
ASTM D2863 (2017a) Standard Test Method for Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics (Oxygen Index)
ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen
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 252 (2017) Standard Methods of Fire Tests of Door Assemblies
NFPA 80 (2016; TIA 16-1) Standard for Fire Doors and Other Opening Protectives
SECTION 08 11 13 Page 1
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 A250.11 (2001) Recommended Erection Instructions for Steel Frames
SDI/DOOR A250.3 (2007; R 2011) Test Procedure and Acceptance Criteria for Factory Applied Finish Painted Steel Surfaces for Steel Doors and Frames
SDI/DOOR A250.4 (2011) Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing
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
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 information only. 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 SUSTAINABILITY REPORTING. 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
Weatherstripping
SECTION 08 11 13 Page 2
Show elevations, construction details, metal gauges, 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
Accessories
Weatherstripping
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.
SD-04 Samples
Factory-applied enamel finish; G
Where colors are not indicated, submit manufacturer's standard colors and patterns for selection.
1.3 DELIVERY, STORAGE, AND HANDLING
Deliver doors, frames, and accessories undamaged and with protective wrappings or packaging. Strap knock-down frames in bundles. 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 DOOR HARDWARE. Undercut where indicated. Provide exterior doors with top edge closed flush and sealed to prevent water intrusion. Provide doors at 1-3/4 inches 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 consisting of 1/4-inch nominal laminated glass, with frame bite using structural silicone sealant or adhesive glazing tape, in accordance with ASTM F2248 and Section 08 81 00 GLAZING.
SECTION 08 11 13 Page 3
2.1.1 Classification - Level, Performance, Model
2.1.1.1 Heavy Duty Doors
SDI/DOOR A250.8 , Level 2, physical performance Level B, Model 2, with core construction as required by the manufacturer for interior doors and for exterior doors, of size(s) and design(s) indicated.
2.2 INSULATED STEEL DOOR SYSTEMS
Provide insulated steel doors in the door size(s), design, and material as specified for standard steel doors. Provide insulated steel doors with a core of polyurethane foam; face sheets, edges, and frames of galvanized steel not lighter than 23 gauge, 16 gauge, and 16 gauge respectively;
magnetic weatherstripping; non-removable-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 inches thick. Provide insulated steel doors and frames where shown.
2.3 SOUND RATED STEEL DOORS
Provide sound rated doors with a Sound Transmission Class (STC) as indicated on the Drawings.
2.4 ACCESSORIES
2.4.1 Shelves for Dutch Doors
SDI/DOOR 111 . Fabricate shelves of steel not lighter than 16 gauge, of the size indicated. Provide brackets of stock type fabricated of the same metal used to fabricate shelves.
2.4.2 Louvers
2.4.2.1 Interior Louvers
SDI/DOOR 111 . Where indicated, provide louvers of stationary where scheduled. Detachable moldings on room or non-security side of door; on security side of door, moldings to be integral part of louver. Form louver frames of 20 gauge steel and louver blades of a minimum 24 gauge.
2.5 INSULATION CORES
Provide insulating cores of the type specified, and provide an R-4.75 in accordance with SDI/DOOR 113 and conforming to:
a. Rigid Cellular Polyisocyanurate Foam: ASTM C591, Type I or II, foamed-in-place or in board form, with oxygen index of not less than 22 percent when tested in accordance with ASTM D2863; or
b. Rigid Polystyrene Foam Board: ASTM C578, Type I or II; or
c. Mineral board: ASTM C612, Type I.
SECTION 08 11 13 Page 4
2.6 STANDARD STEEL FRAMES
SDI/DOOR A250.8 , Level 2, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners. Provide steel frames for doors, 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 Stops and Beads
Form stops and beads from 20 gauge 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.
2.6.3 Cased Openings
Fabricate frames for cased openings of same material, gauge, and assembly as specified for metal door frames, except omit door stops and preparation for hardware.
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 gauge.
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;
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
SECTION 08 11 13 Page 5
Laboratories (UL) 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 Oversized Doors
For fire doors and frames which exceed the size for which testing and labeling are available, furnish certificates stating that the doors and frames are identical in design, materials, and construction to a door which has been tested and meets the requirements for the class indicated.
2.7.3 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.
2.8.1 Integral Gasket
Black synthetic rubber gasket with tabs for factory fitting into factory slotted frames, or extruded neoprene foam gasket made to fit into a continuous groove formed in the frame, may be provided in lieu of head and jamb seals specified in Section 08 71 00 DOOR HARDWARE. Insert gasket in groove after frame is finish painted. Provide doors where air leakage of weatherstripped doors does not exceed 0.04 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E283.
2.9 HARDWARE PREPARATION
Provide minimum hardware reinforcing gauges 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. Punch door frames to receive a minimum of two rubber or vinyl door silencers on lock side of single doors and one silencer for each leaf at heads of double doors. Set lock strikes out to provide clearance for silencers.
2.10 FINISHES
2.10.1 Factory-Applied Enamel Finish
Provide coatings that meet test procedures and acceptance criteria in accordance with SDI/DOOR A250.3 . After factory priming, apply two coats of medium-gloss enamel to exposed surfaces. Separately bake or oven dry each coat. Drying time and temperature requirements must be in accordance with the coating manufacturer's recommendations. Provide finish coat color(s) as indicated on Drawings to match approved color sample(s).
2.11 FABRICATION AND WORKMANSHIP
Provide finished doors and frames that are strong and rigid, neat in
SECTION 08 11 13 Page 6 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.
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 INSTALLATION
3.1.1 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. Backfill frames with mortar. Coat inside of frames with corrosion-inhibiting bituminous material. For frames in exterior walls, ensure that stops are filled with rigid insulation before grout is placed.
3.1.2 Doors
Hang doors in accordance with clearances specified in SDI/DOOR A250.8 .
After erection and glazing, clean and adjust hardware.
3.1.3 Fire Doors and Frames
Install fire doors and frames, including hardware, in accordance with NFPA 80 . Install fire rated doors and frames in accordance with NFPA 80 .
3.2 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.
3.3 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 7
File details come from the government source that posted it. Updated .