About this file

This document is a DRAFT Statement of Work (SOW) for a market survey related to a federal contract opportunity for the rehabilitation of a Very High Frequency Omni-Directional Range (VOR) shelter building at Millinocket Municipal Airport (MLT) in Medway, Maine.

The FAA is seeking qualified sources to provide statements of interest in response to this announcement for the purpose of market research and determination of acquisition strategy. The FAA estimates the project should cost between $100K - $130K, and the intended procurement strategy is to award a single Firm Fixed Price (FFP) contract competitively to the lowest price bidder that meets all requirements. The FAA is considering setting aside the contract for small businesses, including Service-Disabled Veteran Owned Small Businesses (SDVOSB) and 8(a) certified businesses, as well as a potential local area set-aside. Interested vendors are requested to provide information on their capabilities, past performance, and expected approach to accomplish the work, as well as a rough order of magnitude estimate. All responses must be submitted by 4:00 p.m. Central Time on May 3, 2024.

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Project: Millinocket (MLT) VOR, Rehabilitation of VOR Shelter Building. (The VOR building is 36 ft. x 36 ft. x approximately 10 ft. high).

Location: Medway, ME 04460. Off of Pattagumpus Road (LAT/LONG 45.5866/-68.5154).

General: The Contractor shall provide all material, equipment (unless stated otherwise), supplies, transportation and labor to complete the specific scope of work. All work to be priced out in accordance with Davis-Bacon Wage Rates.

INTERIOR SHELTER Scope of Work: (See attached sketch of interior of building)

1.) Cover existing equipment racks and battery rack in equipment room with 16 mil plastic to prevent construction dust and debris from getting on and in equipment. These items will stay in place during the rehabilitation. Contractor shall ensure no cabling coming out of the racks or going between the racks are damaged.

2.) Remove all other existing cabinets, furniture, and equipment identified by the FAA from the equipment room and store in a storage container supplied by the contractor on site. All items removed shall be reinstalled and / or placed back in the equipment room after the completion of work.

3.) Remove and dispose of existing ceiling tiles and framing including lighting in equipment room (hatched area). All conduits, hangers for existing conduits, smoke/fire detectors, and any other items identified by the FAA shall be left in place and protected from damage that would be caused by removing the ceiling tile and framing. These items shall be removed and reinstalled if protection from damage cannot be accomplished. Any damage caused to these items shall be replaced and / or repaired at the discretion and approval of the FAA. If required the contractor shall reinstall any item to the underside of the roof decking. Ensure that method of attachment does not compromise the integrity of the roof.

4.) Remove and properly dispose all fiberglass insulation that is located above the drop ceiling.

5.) Install (spray) 4 inch depth of closed cell insulation foam to the underside of the roof decking above the ceiling tile. Any penetrations through the roof decking shall remain assessable after the insulation foam is installed. The contractor shall use an approved method to block such penetrations to prevent insulation foam from blocking them. The FAA will identify any abandon penetrations that do not have to be blocked.

6.) Install new 2ft x 2ft grid drop ceiling.

7.) Install 10 new 2ft x 2ft LED flat panel lights within the ceiling grid at approximate location of existing lights to utilize existing wiring. The 2ft x 2ft LED flat panel lights shall be 40W, 120- 277V, and 4400 lumens. The exact location of each light shall be field determined and approved by the FAA. Submittal required.

8.) Install non static carpet tile in equipment room (see attached equipment room layout, approx.

675 sq. ft. area, hatched area). Carpet tiles shall be butted up to all equipment racks, battery racks, and any other items that were not temporarily removed. See attached specifications.

9.) Repaint ceiling in engine generator room (approx. 290 sq. ft.) and storage/telco room (approx.

300 sq. ft.). The finish coat shall be a latex flat. The ceiling shall be scraped and properly prepped prior to painting. Any areas that have visible water stains shall be painted with a restoration paint (KILZ or approved equal) prior to the finish coat. Any equipment and or items not removed from the rooms shall be covered to protect them from paint spills / spatter.

10.) Replace existing incandescent light fixtures with new 2ft x 4ft surface mounted troffer lights with 2 x 18W LED T8 lamps, 4000 lumens, 4000K CCT, minimum 5 year warranty or approved equal (see attached specification sheet) in both the Engine Generator and Telco/Storage Rooms.

Three new lights per room for a total of six. Power from existing circuit.

11.) The contractor is responsible for any temporary lighting required to accomplish any / all work.

EXTERIOR SHELTER Scope of Work: (see attached drawing and photos of roof. The roof is 52ft-9in in diameter.

1.) Apply elastomeric cold fluid applied waterproof system (Sikalastic RoofPro20, Sika Corp or approved equal) on the entire surface of the roof of the VOR building. The existing fiberglass teepee and the antennas on the roof shall remain in place. The Contractor shall take care to not damage the fiberglass teepee or antennas or get any roof coating spills/drippings on the existing antennas. The new elastomeric roof system shall be installed 6” up onto the tepee for the full perimeter. The contractor shall receive a Manufacturer’s 20 year Product Warranty.

Contractor shall follow procedures required by the manufacturer to receive the warranty (see attached specifications).

2.) An aggregate non-slip surface shall be installed as follows:

a. Four foot wide path from the access door of the fiberglass teepee to the outer perimeter edge of the roof.

b. Four foot wide path around the entire perimeter of roof that encompasses the area where the antennas are located.

c. To be installed per instructions in attached specifications. The exact location of the path shall be field determined and approved by the FAA.

3.) Existing Fascia and Soffit surfaces shall be scraped and repainted with restoration paint (KILZ or approved equal) 4.) Vinyl siding shall be installed on all exterior walls including fascia and soffit surfaces.

Manufacturer to be one of the following manufacturers or an approved equal: Monogram, Quest, or Mastic. See attached specifications.

5.) Replace three (3) existing 3ft exterior steel doors and hardware with like steel exterior doors and hardware. See attached specifications.

6.) See attached Paving / Stone Layout Sketch. The Contractor shall identify all existing utilities with assistance from FAA personnel before any excavation. Contractor shall be responsible for repairing/replacing any utilities damaged during excavation.

a. At areas indicated to be paved, remove existing earth material to a depth required to install subbase and asphalt surface.

b. Install 1 ft. of subbase gravel at hatched area for new paved areas. Subbase gravel to meet State of Maine Department of Transportation Standard Specifications (Section 300), revision of December 2002.

c. Install 2- 1 ½ inch courses of bituminous asphalt (total 3 in.). Asphalt mix shall meet State of Maine Department of Transportation Standard Specifications (Section 400), revision of December 2002:

i. 1 ½ in. base course

ii. 1 ½ in. finish course

d. At areas indicated on sketch to be stoned: Remove existing earth material to a depth of 6 inches and install 6-inch deep of ¾ inch crushed stone ten (10) feet beyond the exterior of the building and the existing propane tank in all directions as indicated on sketch. Geotextile fabric shall be installed under the entire surface of stone installed.

7.) Relocate existing propane tank to new concrete pad. New concrete pad to be contractor furnished and installed.

a. New concrete pad (4000 PSI min) to be located as determined on site, location to be approved by COR.

b. Approximate dimensions 4’ W x 16’ L x 16” T.

c. Top of pad at 4” above surrounding grade.

d. New concrete pad to bear on 12” (min) of non-frost susceptible soil or ¾” crushed stone.

e. Pad to be reinforced with #4 @ 12” each way, top and bottom.

f. 1” chamfer along four edges at top of slab with broom finish.

g. Secure tank to new pad using four suitably sized anchor bolts as approved by COR.

h. Furnish and install new propane and electrical lines from the relocated tank to the EG.

Means and methods shall be discussed on site and approved by COR prior to starting work. All material shall be rated for its intended purpose.

General Notes / Execution:

• Informational submittals required for all products.

• Adhere to all manufacturer’s instructions / recommendations for all products.

• All work to be performed Monday through Friday between the hours of 07:00 AM to 4:00 PM or as otherwise coordinated with COR.

• FAA will provide escort at all times.

• All work subject to the following provisions for Operational Risk Avoidance and Safety:

a. Operational Risk Avoidance:

1) The contractor shall NOT begin to perform any work until FAA personnel has taken the facility out of service and informs the contractor that work can commence.

Coordination of Work Affecting Operational Systems or Personnel. Coordinate all work that has any or may have any impact on any operational systems through the COR.

Cease any work that is adversely impacting the operations of any facility and immediately repair or restore any portion of an operational system that has been damaged or suffered diminished performance as a result of the Contractor’s activities.

2) Avoid actions deemed detrimental or increasing risk to any facility’s mission or equipment.

3) Avoid activities that create objectionable noise, release detectable odors, or generate smoke.

4) Avoid activities that raise temperature or decrease air volume in electronic equipment spaces, electrical equipment spaces and other areas that would suffer potential failures or reduced performance from such changes.

5) Avoid activities that change temperature or air volume in occupied spaces to the maximum extent possible.

6) All space temperature and air volume changes must be scheduled and approved in advance by the COR.

7) Circuit Breakers. Circuit breakers and disconnect switches will be operated by FAA personnel only. Contractor personnel must not operate circuit breakers or any other electrical disconnecting device. FAA will lockout / tag out equipment to insure personnel safety while safeguarding facility operations.

b. Safety:

1) Perform all work safely and in accordance with the following requirements.

2) Comply with FAA Electrical Standards, FAA Safety Standards, National Electrical Code, National Fire Code, OSHA, manufacturer’s recommendations, local, state, and federal regulations, other authorities having jurisdiction, and local facility.

3) Workers must use Personal Protective Equipment (PPE) as required by code, regulation, standard, or manufacturer’s recommendation.

Attachments:

1. Building Interior Layout sketch

2. Non Static Carpet Tile Specifications

a. Section 09 68 13.10 – Conductive Tile Carpeting

3. LED lighting spec sheet

4. VOR Roof Plan and Profile Drawing (NE-D-2743-001)

5. Cold Fluid Applied Waterproofing System Specifications/Installation Instructions.

a. BGR 07 56 00 Fluid-Applied Roofing Sikalastic-641 Lo VOC

6. Vinyl Siding Specifications

7. Exterior Steel Door Specifications

a. 08 39 54 Blast Resistant Doors

b. 08 71 00 Door Hardware

8. Paving and Stone Layout

9. Photos of VOR facility

a. Photo back of VOR bldg.

b. Photo Engine Generator ceiling

c. Photo equipment room view from door

d. Photo equipment room

e. Photo front of VOR bldg.

f. Photo other side of VOR bldg.

g. Photo side of VOR bldg.

h. Photo telco storage room ceiling

i. Photo telco storage room

j. Photo VOR roof

k. Photo propane tank.

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RABLIGHTING.COM • 888 722-1000

Selectable output and color in the field makes EZPAN even easier!

9 SKUs in one EZPAN!

EZPAN FA ®

• Field-adjustable light output (3 discrete steps)

• White tunable (3 discrete color temperatures)

• Can be changed before, during or after installation

Ultra-efficient performance With an efficacy of up to 124 lm/W, EZPAN FA outperforms Standard DLC requirements for LED panels.

Supply and demand 3 SKUs (1x4, 2x2, 2x4) now do the work of 27.

Both lumen output and color temperature are adjustable after purchase.

Stay in control For finer light level control, 0-10V dimming can be used.

• Battery backup option offered

• Available with Lightcloud® Controller

• 75,000-Hour LED lifespan

What you need, where you need it.

The EZPAN FA is ideal for use in healthcare facilities, office spaces and classrooms, where lighting preferences vary from space to space.

Healthcare Office Classrooms

RAB’s warranty is subject to all terms and conditions found at rablighting.com/warranty

Lumens

CCT

Edge-Lit EZPAN FA®

The power is in your hands.

1x4 and 2x2 models can be set to 25, 30 or 40W, and 2x4 models can be set to 30, 40 or 50W. All form factors have selectable CCT of 3500, 4000, or 5000K.

Installs are a cinch.

An NEC- compliant junction box with flying leads makes wiring as simple as twisting a few wire nuts, and integral T-bar clips secure EZPAN FA to standard T-bar systems.

Easy on the eyes.

Frosted polystyrene lens delivers even and diffuse ambient illumination that’s ideal for spaces where glare-free lighting is essential.

It’s OK to be shallow.

With a height just under 2” the EZPAN FA is an ideal solution for shallow plenums.

Maximized versatility.

Three EZPAN FA mounting kits cover all application needs: surface, pendant and recessed mounting.

Finish

White (4) F32T8 or

(4) F28T5

Energy savings up to

73%

UL Listing Suitable for dry and damp locations.

Lens Frosted polystyrene.

LEDs Long-life, high efficacy, mid-power, surface-mount LEDs.

IESNA LM-79 & IESNA LM-80 Testing RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80.

Lifespan 75,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations

Green Technology Mercury and UV free. RoHS-compliant components.

Ambient Operating Temperature Suitable for use up to 40°C (104°F)

EZPAN® FA Specifications

Mounting Recessed ceiling

Dimming Driver 0-10V dimmable LED driver provides smooth and continuous dimming.

Housing Lightweight aluminum housing

Finish Formulated for high durability and long-lasting color

Driver Constant Current, Class 2, 120-277V, 50/60 Hz (1x4) 25W: 0.22A @ 120V; 0.13A @ 208V, 0.11A @ 240V, 0.10A @ 277V 30W: 0.26A @ 120V; 0.15A @ 208V, 0.13A @ 240V, 0.12A @ 277V 40W: 0.33A @ 120V; 0.19A @ 208V, 0.17A @ 240V, 0.15A @ 277V (2x2) 25W: 0.22A @ 120V; 0.13A @ 208V, 0.11A @ 240V, 0.10A @ 277V 30W: 0.25A @ 120V; 0.15A @ 208V, 0.13A @ 240V, 0.12A @ 277V 40W: 0.33A @ 120V; 0.19A @ 208V, 0.17A @ 240V, 0.15A @ 277V (2x4) 30W: 0.26A @ 120V; 0.15A @ 208V, 0.13A @ 240V, 0.12A @ 277V 40W: 0.34A @ 120V; 0.20A @ 208V, 0.17A @ 240V, 0.15A @ 277V 50W: 0.42A @ 120V; 0.24A @ 208V, 0.21A @ 240V, 0.18A @ 277V

Replaces up to:

Dimensions

EZPAN® FA 2X2

Weight: 7.1 lbs.

EZPAN® FA 2X4

Weight: 13.4 lbs.

EZPAN® FA 1X4

Weight: 7.1 lbs.

47 3/4"

45 3/8"

22 1/2" 23 3/4"

5/16

1 5/8"

8 5/8"

3 3/8"

47 3/4"

45 3/8"

22 1/2" 23 3/4"

5/16

1 5/8"

8 5/8"

3 3/8"

47 3/4"

45 3/8"

22 1/2" 23 3/4"

5/16

1 5/8"

8 5/8"

3 3/8"

23 3/4"

21 3/8"

23 3/4"21 3/8"

5/16"

1 5/8"

8 5/8"

3 3/8"

3'11 3/4"

11.93"

3'9"

10"

11/32"

2"

8 5/8”

3"

Surface Mounting Kits SMKEZPAN - 1X4 Surface Mounting Kit

SMEKZPAN - 2X2 Surface Mounting Kit

SMKEZPAN - 2X4 Surface Mounting Kit

Pendant Mounting Kits PMKEZPAN - 1X4 Pendant Mounting Kit

PMKEZPAN - 2X2 Pendant Mounting Kit

PMKEZPAN - 2X4 Pendant Mounting Kit

Recessed Drywall Mounting Kits RMKPANEL - 1X4 Recessed Mounting Kit

RMKPANEL - 2X2 Recessed Mounting Kit

RMKPANEL - 2X4 Recessed Mounting Kit

Mounting Kits

Surface mount kit

EZPAN

(not included)

EZPAN

(not included)

Recessed Mounting Kit

Pendant mount kit

EZPAN

(not included)

Performance data is based on test performed at 120V.

Performance

Product

Product

Product

Surface Mount Kit

Pendant Mount Kit

Recessed Mount Kit

Size

Size

Size

SMKEZPAN

PMKEZPAN

RMKPANEL

Ordering Matrix

Lumens Efficacy (lm/W) Color Accuracy (CRI)

Lumens Efficacy (lm/W) Color Accuracy (CRI)

Lumens Efficacy (lm/W) Color Accuracy (CRI)

3500K 4000K 5000K

3500K 4000K 5000K

3500K 4000K 5000K

3500K 3500K 3500K4000K 4000K 4000K5000K 5000K 5000K

25W

3500K 4000K 5000K

30W

30W 40W

25W 30W 40W

1 x 4

2 x 4

2 x 2

3500K 4000K 5000K

40W 3500K 4000K 5000K

50W

2X4 2' X 4' 2X2 2' X 2' 1X4 1' X 4'

/D10 0-10V dimming, 120-277V Blank

/LC

/LCS

No options Lightcloud Controller

Lightcloud Sensor Battery Backup

Product Size Voltage Options

EZPANFA /D10

2X4 2' X 4' 2X2 2' X 2' 1X4 1' X 4'

2X4 2' X 4' 2X2 2' X 2' 1X4 1' X 4'

2X4 2' X 4' 2X2 2' X 2' 1X4 1' X 4'

/E2

Available with Lightcloud® controls.

Lightcloud is a commercial wireless lighting control system and service, fully developed and supported by RAB.

• Use your mobile device, tablet or computer for switching and dimming of individual fixtures or entire areas

• Complimentary rebate assistance and lighting design services

• Programmable schedules let you illuminate zones, automatically adjusting for sunrise and sunset times

• Save up to 68% on energy costs from lighting

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FEDERAL AVIATION ADMINISTRATION OCTOBER 2022

TERMINAL ENGINEERING (PROTOTYPE)

HOLLOW METAL DOORS AND FRAMES 08 11 13 - 1

SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Interior standard hollow metal doors and frames.

2. Exterior standard hollow metal doors and frames.

3. All doors shall be factory prepared to receive specified hardware per Section 08 71 00

1.2 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings.

B. Standard Hollow Metal Work: Hollow metal work fabricated according to ANSI/SDI A250.8.

C. Custom Hollow Metal Work: Hollow metal work fabricated according to ANSI/NAAMM-

HMMA 861.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, core descriptions, fire-resistance rating, and finishes.

B. Shop Drawings: Include the following:

1. Elevations of each door design.

2. Details of doors, including vertical and horizontal edge details and metal thicknesses.

3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

4. Locations of reinforcement and preparations for hardware.

5. Details of each different wall opening condition.

6. Details of anchorages, joints, field splices, and connections.

7. Details of accessories.

8. Details of moldings, removable stops, and glazing.

9. Details of conduit and preparations for power, signal, and control systems.

C. Oversize Construction Certification: For assemblies required to be fire rated and exceeding limitations of labeled assemblies.

D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type of hollow metal door and frame assembly.

E. Door schedule:

1. Submit door and frame locations

HOLLOW METAL DOORS AND FRAMES 08 11 13 - 2

1.4 QUALITY ASSURANCE

A. Source Limitations: Obtain hollow metal work from single source from single manufacturer.

B. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing as close to neutral pressure as possible according to NFPA 252 or UL 10B.

1. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies, provide certification by a qualified testing agency that doors comply with standard construction requirements for tested and labeled fire-rated door assemblies except for size.

2. Temperature-Rise Limit: Where indicated At vertical exit enclosures and exit passageways, provide doors that have a maximum transmitted temperature end point of not more than 450 deg F above ambient after 30 minutes of standard fire-test exposure.

C. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled, by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9 UBC Standard 7-4. Label each individual glazed lite.

D. Smoke-Control Door Assemblies: Comply with NFPA 105 or UL 1784.

E. Preinstallation Conference: Conduct conference at Project site.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow metal work palletized, wrapped, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.

1. Provide additional protection to prevent damage to finish of factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store hollow metal work under cover at Project site. Place in stacks of five units maximum in a vertical position with heads up, spaced by blocking, on minimum 4-inch- high wood blocking.

Do not store in a manner that traps excess humidity.

1. Provide minimum 1/4-inch space between each stacked door to permit air circulation.

1.6 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of openings by field measurements before fabrication.

HOLLOW METAL DOORS AND FRAMES 08 11 13 - 3

1.7 COORDINATION

A. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Amweld Building Products, LLC.

2. Benchmark; a division of Therma-Tru Corporation.

3. Ceco Door Products; an Assa Abloy Group company.

4. Curries Company; an Assa Abloy Group company.

5. Deansteel Manufacturing Company, Inc.

6. Firedoor Corporation.

7. Fleming Door Products Ltd.; an Assa Abloy Group company.

8. Habersham Metal Products Company.

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.

C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum A40 G60 or A60 metallic coating.

D. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z coating designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B.

E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

F. Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow metal frames of type indicated.

G. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to

ASTM C 143/C 143M.

HOLLOW METAL DOORS AND FRAMES 08 11 13 - 4

H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool with 6- to 12-lb/cu. ft. density; with maximum flame-spread and smoke-development indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics.

I. Glazing: Comply with requirements in Section 08 80 00 "GLAZING".

J. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.

2.3 STANDARD HOLLOW METAL DOORS

A. General: Provide doors of design indicated, not less than thickness indicated; fabricated with smooth surfaces, without visible joints or seams on exposed faces unless otherwise indicated.

B. Comply with ANSI/SDI A250.8. except as specified otherwise. Prepare doors to receive hardware specified in Section 08 71 00 DOOR HARDWARE. Undercut where indicated.

Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 1 3/4 inches thick, unless otherwise indicated.

1. Classification - Level, Performance, Model.

2. Design: Flush panel

3. According to ANSI/SDI 250.8, any core construction listed in first subparagraph below may by selected by manufacturer at its discretion. Edit subparagraph if some types of cores are not permitted. Limiting core construction may result in increased cost or delivery time. See Evaluations for discussion.

4. Core Construction: Manufacturer's standard kraft-paper honeycomb, polystyrene, polyurethane, polyisocyanurate, mineral-board, or vertical steel-stiffener core.

a. Fire Door Core: As required to provide fire-protection ratings indicated.

b. Thermal-Rated (Insulated) Doors: Where indicated, provide doors fabricated with thermal-resistance value (R-value) of not less than 4.0 deg F x h x sq. ft./Btu when tested according to ASTM C 1363.

1) Locations: Exterior doors and interior doors where indicated.

5. Vertical Edges for Single-Acting Doors: Manufacturer's standard.

a. Beveled Edge: 1/8 inch in 2 inches.

6. Vertical Edges for Double-Acting Doors: Round vertical edges with 2-1/8-inch radius.

7. Top and Bottom Edges: Closed with flush or inverted 0.042-inch- thick, end closures or channels of same material as face sheets.

8. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames."

C. Exterior Doors: Face sheets fabricated from metallic-coated steel sheet. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance level:

HOLLOW METAL DOORS AND FRAMES 08 11 13 - 5

1. Level 2 and Physical Performance Level B (Heavy Duty), Model 2 (Seamless)

2. Level 3 and Physical Performance Level A (Extra Heavy Duty), Model 2 (Seamless)

3. Level 4 and Physical Performance Level A (Maximum Duty), Model 2 (Seamless).

D. Interior Doors: Face sheets fabricated from cold-rolled steel sheet. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance level:

1. Level 2 and Physical Performance Level B (Heavy Duty), Model 2 (Seamless) – Interior Doors, unless noted otherwise.

2. Level 3 and Physical Performance Level A (Extra Heavy Duty), Model 2 (Seamless) – Secure Interior Doors, unless noted otherwise.

3. Level 4 and Physical Performance Level A (Maximum Duty), Model 2 (Seamless) – Link Doors, unless noted otherwise.

E. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcing plates from same material as door face sheets.

F. Fabricate concealed stiffeners and hardware reinforcement from either cold- or hot-rolled steel sheet.

2.4 STANDARD HOLLOW METAL FRAMES

A. General: Comply with ANSI/SDI A250.8 and with details indicated for type and profile.

B. Exterior Frames: Fabricated from metallic-coated steel sheet.

1. Fabricate frames with mitered or coped corners.

2. Fabricate frames full profile welded unless otherwise indicated.

3. Frames for Level 2 Steel Doors: 0.053-inch- thick steel sheet.

4. Frames for Level 3 Steel Doors: 0.053-inch- thick steel sheet.

5. Frames for Level 4 Steel Doors: 0.067-inch- thick steel sheet.

C. Interior Frames: Fabricated from cold-rolled steel sheet.

1. Fabricate frames with mitered or coped corners.

2. Fabricate frames as knocked down unless otherwise indicated.

3. Fabricate knocked-down, drywall slip-on frames for in-place gypsum board partitions.

4. Frames for Level 2 Steel Doors: 0.053-inch- thick steel sheet.

5. Frames for Level 3 Steel Doors: 0.053-inch- thick steel sheet.

6. Frames for Level 4 Steel Doors: 0.067-inch- thick steel sheet.

7. Frames for Borrowed Lights: Same as adjacent door frame.

D. Cased Openings: Fabricate frames for cased openings of same material, gage, and assembly as specified for metal door frames, except omit door stops and preparation for hardware.

E. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames.

HOLLOW METAL DOORS AND FRAMES 08 11 13 - 6

2.5 FRAME ANCHORS

A. Jamb Anchors:

1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick.

2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick.

3. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors.

4. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch-diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location.

B. Floor Anchors: Formed…

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