20. 21-017375 CAI B50 - Specifications for Bid.pdf

SIMULATOR SITE PREP WORK ORDER #2021-017375

CAI-013, ROOM B50 DECEMBER 2022

FAA MIKE MONRONEY AERONAUTICAL CENTER

OKLAHOMA CITY, OK

SPECIFICATION LIST

00 00 01 - 1 of 1

SECTION 00 00 01

SPECIFICATION LIST

Project: WORK ORDER #2021-017375

CAI-013, ROOM B50

SIMULATOR SITE PREP

SECTION # TITLE PAGES

00 10 45 CUTTING AND PATCHING 5

03 01 00 CONCRETE REPAIR, 1/2 INCH DEPTH OR LESS 4

08 11 13 HOLLOW METAL FRAMES 6

08 12 16 ALUMINUM STOREFRONT 5

08 71 00 DOOR HARDWARE 11

08 80 00 GLAZING 9

09 22 16 NON-STRUCTURAL METAL FRAMING 3

09 29 00 GYPSUM BOARD 7

09 69 00 ACCESS FLOORING 8

12 22 00 CURTAINS AND TRACKS – TO BE ISSUED

12 24 13 ROLLER SHADES 7

END OF SECTION

CUTTING AND PATCHING

00 10 45 - 1 of 5

SECTION 00 10 45

PART 1 - GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

Definition: “Cutting and Patching” includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.

Cutting and patching is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed for other similar purposes.

1. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be “cutting and patching” under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be “cutting and patching”.

2. “Demolition” and “Selective Demolition” are recognized as related-but-separate categories of work, which may or may not require cutting and patching as defined in this section.

Refer to other sections of these specifications and the drawings for specific cutting and patching requirements and limitations applicable to individual units of work.

Comply with the requirements of OSHA Construction Silica Standard 1926.1153, Respirable Crystalline Silica and additional requirements noted on the drawings.

1.2 QUALITY ASSURANCE

Requirements for Structural Work: Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or of load-deflection ratio. Prior to such work, obtain approval of project’s structural engineer.

A. Before cutting and patching the following categories of work, obtain the Contracting Officer’s approval to proceed.

Structural steel.

1. Miscellaneous structural metals, including lintels, equipment supports, and similar categories of work.

2. Structural concrete.

3. Foundation construction.

4. Retaining walls.

5. Structural decking.

00 10 45 - 2 of 5

6. Roofing system.

7. Piping, ductwork, vessels and equipment.

8. Shoring, bracing, and sheeting.

9. Primary operational systems and equipment.

10. Noise and vibration control elements and systems.

11. Control, communication, conveying, and electrical wiring systems.

Visual Requirements: Do not cut and patch work exposed on the building’s exterior or in it’s occupied spaces in a manner that would, in the Contracting Officer’s opinion, result in lessening the building’s aesthetic qualities. Refer to the demolition drawings provided as part of the construction documents. Ask questions prior to performing cutting and patching work rather than after such performance. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the Contracting Officer to be cut and patched in a visually unsatisfactory manner.

1.3 SUBMITTALS

Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is requested, submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal:

Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements.

1. List products to be used and firms including their qualifications that will perform the work.

2. Give dates when work is expected to be performed.

3. List utilities that will be disturbed or otherwise affected by work, including those that will be relocated and those that will be out of service temporarily. Indicate how long utility service will be disrupted.

4. When cutting and patching of structural work involves the addition of reinforcement, submit details and engineering calculations to show how that reinforcement is integrated with original structure to satisfy requirements.

5. Do not cut through the existing roofing system without proper approval from the Contracting Officer. Any work on the existing roof must be done in such a manner and with proper authorization as not to void the roof warranty.

00 10 45 - 3 of 5

PART 2 - PRODUCTS

2.1 MATERIALS

General: Except as otherwise indicated, or as directed by the Contracting Officer, use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

The use of a trade name and suppliers name and address is to indicate a possible source of the product. Products of the same type from other sources shall not be excluded provided they possess like physical and functional characteristics.

1. Patch with similar or comparable systems and with approval from the warranty holders so that existing warranties are not voided.

2. Patch existing roof system with like or similar system and with the approval of the original manufacturer so that the existing roof system warranty is maintained.

PART 3 - EXECUTION

3.1 INSPECTION

Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work.

Before the start of cutting work, meet at the work site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate layout of the work and resolve potential conflicts before proceeding with the work.

3.2 PREPARATION

Temporary Support: To prevent failure provide temporary support of work to be cut.

A. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions of that part of the project that may be exposed during the cutting and patching operations.

Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

Take precaution not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them.

00 10 45 - 4 of 5

B. When machinery can damage municipal roads or parking lots to access the work site, protect the roads and lots.

3.3 PERFORMANCE

General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Contracting Officer, proceed with cutting and patching at the earliest feasible time and complete work without delay.

A. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer; comply with original installers recommendations.

In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole.

1. Cut holes and slots neatly to size required with minimum disturbance of adjacent work.

To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use.

2. Comply with requirements of other applicable sections where cutting and patching requires excavating and backfilling.

3. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated, or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.

Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work..

Where feasible, inspect and test patched areas to demonstrate integrity of work.

4. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing

5. Where removal of walls or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide asn even surface of uniform color and appearance. If necessary to achieve uniform color and appearance, remove existing floor and wall coverings and replace with new materials.

Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat.

Patch, repair or rehang existing ceiling as necessary to provide an even plane surface of uniform appearance.

00 10 45 - 5 of 5

6. Patch existing roof system with like or similar system to maintain positive drainage to roof drains and watertight roof membrane/

3.4 CLEANING

Thoroughly clean areas and spaces where work is performed or used as access to work. Remove completely paint, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit, and similar features before painting or other finish is applied. Restore damage pipe covering to it’s original condition.

CAI-013, ROOM B50 OCTOBER 2022

CONCRETE REPAIR

03 01 00 - 1 of 4

SECTION 03 01 00

PART 1 - GENERAL

1.01 GENERAL REQUIREMENTS

A. The Work of this section shall include furnishing all labor, materials, equipment, silica dust protection, and supervision to prepare the surface of the structural concrete and to install the material as indicated.

1.02 REFERENCES

A. The following standards are applicable to this Section:

1. OSHA Construction Silica Standard 1926.1153, Respirable Crystalline Silica.

2. ACI 563-18 – Specifications for Repair of Concrete in Buildings

3. ASTM C109/C109M-02 Standard Test Method for Compressive Strength of Hydraulic Cement

Mortars (Using 2-inch. Cube Specimens)

4. ASTM C191-04 Standard Test Method for Time of Setting of Hydraulic Cement by Vicat

Needle

1.03 SUBSTITUTIONS

A. Requests for substitution must be received by Architect at least 7 days prior to bid opening.

Request shall include:

1. Documentation from an approved independent testing laboratory showing compliance with this specification.

2. Record of past performance, list of similar installations.

3. Detailed comparison of the qualities of the proposed substitute with the specified product, statement of product costs showing all savings passed to owner if approved.

B. Certification by the Contractor that the proposed substitute is in every significant way equal to or better than the specified product. Submit two copies of manufacturer's actual literature including: Product Data Sheets and appropriate Safety Data Sheets (SDS).

1.04 QUALITY ASSURANCE

A. Repair work shall be performed in accordance with Specifications for Repair of Concrete in Buildings (ACI 563-18) by the American Concrete Institute.

B. Manufacturer Qualifications: The manufacturer of the specified product shall be ISO 9001 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis.

C. Contractor Qualifications: Contractor shall be qualified in the field of concrete repair and

03 01 00 - 2 of 4 protection with a successful track record of 5 years or more. Contractor shall maintain qualified personnel who have received product training by a manufacturer's representative.

D. Store and apply materials in accordance with all safety and weather conditions required by manufacturer or as modified by applicable rules and regulations of local, state, and federal authorities having jurisdiction. Consult Safety Data Sheets (SDS) for complete handling recommendations.

1.05 DELIVERY, STORAGE AND HANDLING

A. All materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. Damaged material or unsealed containers must be removed from the site immediately.

B. Store all materials off the ground and protect from rain, freezing or excessive heat until ready for use.

C. Store and handle the specified product as recommended by the manufacturer.

1.06 JOB CONDITIONS

A. Environmental Conditions: Minimum application temperature 45ºF (7ºC) and rising.

B. Protection: Precautions should be taken to avoid damage to packaging

C. Worker and Building Occupant Protection: Contractor must provide protection from exposure to silica dust to construction workers and all persons in the building.

1.07 SUBMITTALS

A. Submit the following:

1. Silica dust prevention plan.

2. Manufacturer’s product data sheets for the products to be used on the project.

3. Manufacturer’s Safety Data Sheets (SDS) for all chemical products, including cements, curing compounds, bonding compounds and similar.

4. If products to be used generate odor, submit schedule for time(s) product will be used. Odor generating products must be used after normal business hours.

1.08 WARRANTY

A. Provide a written warranty from the manufacturer against defects of materials for a period of one (1) year, beginning with date of substantial completion of the project.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Fast setting, one component, durable mortar for repairing and re-profiling vertical and overhead

03 01 00 - 3 of 4 concrete surfaces to achieve a smooth finish.

1. Basis of Design: SikaQuick Smooth Finish, by Sika Corporation

B. Equal products from the following manufacturers may be used.

1. ARDEX Engineered Cements

2. Euclid Chemical

3. Master Builders

4. WR Meadows

2.02 PERFORMANCE CRITERIA

A. Physical Properties

1. Type: Light weight mortar

2. Color: Concrete gray

3. Mixing Ratio: 8-9 quarts of water per 50 lb. bag

4. Application thickness: 1/2" maximum; feather edge minimum

5. Finishing Time: 1 hour

6. Compressive Strength (ASTM C-109)

a. 1 day @ 73oF (23oC): 1,000 psi

b. 28 days @ 73oF (23oC): >2,000 psi

7. Shall not re-emulsify when wet

8. Shall be non-metallic with no added chlorides

9. Shall be pre-blended

PART 3 – EXECUTION

3.01 SURFACE PREPARATION

A. Concrete: Remove all deteriorated concrete, dirt, oil, grease, and all bond-inhibiting materials from surface. After preparation, substrate strength should be verified prior to patch placement.

Substrate should be dry or saturated surface dry (SSD) with no standing water during application.

3.02 MIXING AND APPLICATION

A. Wet down all tools and mixer to be used. Mix mechanically with a low-speed drill (400 - 600 rpm) and mixing paddle.

B. Mix in accordance with the manufacturer’s written instructions to a uniform consistency. Do not manually mix, unless specifically recommended by manufacturer. Thoroughly mix and accurately proportion mortar.

C. Clean container and mixing equipment in between batches.

3.03 APPLICATION

A. Repair mortar should be applied in one pass in thicknesses ranging from a true feather edge to

03 01 00 - 4 of 4

1/2” in depth.

B. Do not exceed recommended working time. Working time will vary depending on application temperature. In high temperature work environments use cold water to increase working time.

C. Once material is in place, as the material hardens, use a trowel to shave or cut the excess material to the desired shape.

3.04 CLEANING

A. Clean all tools immediately after use.

B. Clean excess material from surrounding areas immediately.

CAI-013, ROOMS B50 & B51 DECEMBER 2022

HOLLOW METAL FRAMES

08 11 13 - 1 of 6

SECTION 08 11 13

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes hollow-metal work.

B. Related Requirements:

1. Section 08 71 00 "Door Hardware" for door hardware for hollow-metal doors.

1.3 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8.

1.4 COORDINATION

A. Coordinate anchorage installation 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.

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, core descriptions, fire-resistance ratings, and finishes.

B. Shop Drawings: Include the following:

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

2. Locations of reinforcement and preparations for hardware.

3. Details of each different wall opening condition.

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

5. Details of accessories.

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

08 11 13 - 2 of 6

C. Schedule: Provide a schedule of hollow-metal work prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings.

Coordinate with final Door Hardware Schedule.

1.6 DELIVERY, STORAGE, AND HANDLING

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

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

C. Store non-galvanized frames at a location that is not exposed to precipitation. Store vertically under cover at Project site with head up. Place on minimum 4-inch- high wood blocking.

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

PART 2 - PRODUCTS

2.1 MANUFACTURERS

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

1. Amweld International, LLC.

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

3. Curries Company; an Assa Abloy Group company.

4. Deansteel.

5. Gensteel Doors Inc.

6. HMF Express.

7. JR Metal Frames Manufacturing, Inc.

8. LaForce, Inc.

9. Megamet Industries, Inc.

10. Mesker Door Inc.

11. Pioneer; an Assa Abloy Group company

12. Premier Products, Inc.

13. Republic Doors and Frames; an Allegion company

14. Steelcraft; an Allegion company.

2.2 INTERIOR FRAMES

A. Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

1. Frames:

a. Materials: Uncoated steel sheet, minimum thickness of 16 gauge (0.053 inch).

http://www.specagent.com/LookUp/?ulid=5745&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827227&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827229&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827232&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827235&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827239&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827241&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827244&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827247&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827248&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827249&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827256&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827258&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456827262&mf=04&src=wd

08 11 13 - 3 of 6

b. Construction: Face welded

2. Exposed Finish: Rust inhibiting, factory primer with field applied, two-coat, paint finish.

2.3 FRAME ANCHORS

A. Jamb Anchors:

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

B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as follows:

1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.

2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less than 2-inch height adjustment. Terminate bottom of frames at finish floor surface.

2.4 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. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z 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.

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

E. Power-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.

F. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics.

08 11 13 - 4 of 6

2.5 FABRICATION

A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

B. Hollow-Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames.

1. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

2. Floor Anchors: Weld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs.

3. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows:

1) Three anchors per jamb up to 60 inches high.

2) Four anchors per jamb from 60 to 90 inches high.

3) Five anchors per jamb from 90 to 96 inches high.

4) Five anchors per jamb plus one additional anchor per jamb for each 24 inches or fraction thereof above 96 inches high.

4. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

C. Fabricate concealed stiffeners and edge channels from either cold- or hot-rolled steel sheet.

D. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.

1. Reinforce frames to receive non-templated, mortised, and surface-mounted door hardware.

2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware.

2.6 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: Manufacturer's standard, rust inhibiting, fast-curing, lead- and chromate-free primer complying with SDI A250.10; recommended by primer manufacturer for

08 11 13 - 5 of 6 substrate; compatible with substrate and field-applied coatings despite prolonged exposure.

B. Mullions: Join to adjacent members by welding or rigid mechanical anchors.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation.

C. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces.

B. Drill and tap doors and frames to receive non-templated, mortised, and surface-mounted door hardware.

3.3 INSTALLATION

A. General: Install hollow-metal work plumb, rigid, properly aligned, and securely fastened in place. Comply with Drawings and manufacturer's written instructions.

B. Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged.

a. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously;

grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

b. Remove temporary braces necessary for installation only after frames have been properly set and secured.

08 11 13 - 6 of 6

c. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with post-installed expansion anchors.

a. Floor anchors may be set with power-actuated fasteners instead of post-installed expansion anchors if so indicated and approved on Shop Drawings.

3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames.

4. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.

3.4 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable.

B. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

C. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections.

013-CAI, ROOM B50 DECEMBER 2022

ALUMINUM STOREFRONT FRAMING

08 12 16 – 1 of 5

SECTION - 08 12 16

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: Architectural Aluminum Storefront Systems, including perimeter trims, stools, accessories, shims and anchors, and perimeter sealing of storefront units.

B. Related Sections:

1. 07 92 00 “Joint Sealants”

2. 08 80 00 “Glazing”

1.3 DEFINITIONS

A. Definitions: For fenestration industry standard terminology and definitions refer to American Architectural Manufacturers Association (AAMA) – AAMA Glossary (AAMA AG).

1.4 PERFORMANCE REQUIREMENTS

A. Storefront System Performance Requirements: Interior framing system.

1.5 SUBMITTALS

A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, hardware, finishes, and installation instructions for each type of aluminum frames indicated.

B. Shop Drawings: Include plans, elevations, sections, details, hardware, and attachments to other work, operational clearances and installation details.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: An installer which has had successful experience with installation of the same or similar units required for the project and other projects of similar size and scope.

B. Manufacturer Qualifications: A manufacturer capable of providing aluminum frames that meet or exceed performance requirements indicated and of documenting this performance by inclusion of test reports, and calculations.

C. Source Limitations: Obtain aluminum frames through one source from a single manufacturer.

D. Product Options: Drawings indicate size, profiles, and dimensional requirements of aluminum frames and are based on the specific system indicated. Refer to Division 01 Section “Product Requirements”. Do not modify size and dimensional requirements.

08 12 16 – 2 of 5

1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review.

1.7 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of aluminum frame openings by field measurements before fabrication and indicate field measurements on Shop Drawings.

1.8 WARRANTY

A. Manufacturer’s Warranty: Submit, for Owner’s acceptance, manufacturer’s standard warranty.

B. Warranty Period: Two (2) years from Date of Substantial Completion of the project provided however that the Limited Warranty shall begin in no event later than six months from date of shipment by manufacturer.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Basis-of-design Product:

1. Kawneer Company Inc; InFrame Interior Framing System (Non-Thermal)

2. System Dimensions: 2" x 6" (50.8 x 152.4) nominal dimension

3. Glass: Center Plane

B. Acceptable Products:

1. Tubelight Inc; INT67

2. Equal products designed to slip over metal stud and GWB partition.

C. Substitutions: Refer to Substitutions Section for procedures and submission requirements.

1. Certificates: Submit certificate(s) certifying substitute manufacturer (1) attesting to adherence to specification requirements for storefront system performance criteria, and (2) has been engaged in the design, manufacturer and fabrication of aluminum storefront for a period of not less than ten (10) years.

2. Samples: Provide samples of typical product sections and finish samples in manufacturer's standard sizes.

D. Substitution Acceptance: Acceptance will be in written form, either as an addendum or modification.

2.2 MATERIALS

A. Aluminum Extrusions: Alloy and temper recommended by aluminum storefront manufacturer for strength, corrosion resistance, and application of required finish and not less than 0.070" (1.8 mm) wall thickness at any location for the main frame and complying with ASTM B 221: 6063-T6 alloy and temper.

B. Fasteners: Aluminum, nonmagnetic stainless steel or other materials to be non-corrosive and compatible with aluminum framing members, trim hardware, anchors, and other components.

08 12 16 – 3 of 5

C. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated.

D. Reinforcing Members: Aluminum, nonmagnetic stainless steel, or nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions or other suitable zinc coating; provide sufficient strength to withstand design pressure indicated.

E. Sealant: For sealants required within fabricated storefront system, provide permanently elastic, non-shrinking, and non-migrating type recommended by sealant manufacturer for joint size and movement.

F. Tolerances: Reference to tolerances for wall thickness and other cross-sectional dimensions of storefront members are nominal and in compliance with AA Aluminum Standards and Data.

2.3 STOREFRONT FRAMING SYSTEM

A. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components.

B. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. Where exposed shall be stainless steel.

C. Perimeter Anchors: When steel anchors are used, provide insulation between steel material and aluminum material to prevent galvanic action

D. Packing, Shipping, Handling and Unloading: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact.

E. Storage and Protection: Store materials protected from exposure to harmful weather conditions. Handle storefront material and components to avoid damage. Protect storefront material against damage from elements, construction activities, and other hazards before, during and after storefront installation.

2.4 GLAZING SYSTEMS

A. Glazing: As specified in Division 08 Section “Glazing”.

B. Glazing Gaskets: Manufacturer's standard compression types; replaceable, extruded EPDM rubber.

C. Spacers and Setting Blocks: Manufacturer's standard elastomeric type.

D. Bond-Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion.

2.5 ACCESSORY MATERIALS

A. Joint Sealants: For installation at perimeter of aluminum-framed systems, as specified in Division 07 Section “Joint Sealants”.

B. Bituminous Paint: Cold-applied, asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos; formulated for 30 mil (0.762 mm) thickness per coat.

08 12 16 – 4 of 5

2.6 FABRICATION

A. Extrude aluminum shapes before finishing.

B. Framing Members, General: Fabricate components that, when assembled, have the following characteristics:

1. Profiles that are sharp, straight, and free of defects or deformations.

2. Accurately fit joints; make joints flush, hairline and weatherproof.

3. Physical and thermal isolation of glazing from framing members.

4. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances.

5. Provisions for field replacement of glazing.

6. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible.

C. Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops.

D. Storefront Framing: Fabricate components for assembly using manufacturer’s standard installation instructions.

1. After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings.

2.7 ALUMINUM FINISHES

A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes:

B. Factory Finishing

1. Kawneer Permanodic™ AA-M10C21A31, AAMA 611, Architectural Class II Clear Anodic Coating

Color #17 Clear.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate and operational clearances. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure a coordinated, weather tight aluminum frame installation.

1. Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction debris.

2. Metal Surfaces: Dry; clean; free of grease, oil, dirt, rust, corrosion, and welding slag; without sharp edges or offsets at joints.

3. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing aluminum framed storefront system, accessories, and other components.

08 12 16 – 5 of 5

B. Install aluminum framed storefront system level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction.

C. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials.

3.3 ADJUSTING, CLEANING, AND PROTECTION

A. Clean aluminum surfaces immediately after installing aluminum framed storefronts. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances.

B. Clean glass immediately after installation. Comply with glass manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces.

C. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period.

SIMULATOR SITE PREP WORK ORDER #2021-17375

DOOR HARDWARE

08 71 00 - 1 of 11

SECTION 08 71 00

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Door hardware for doors specified in this Section and required by actual conditions. Include screws, bolts, expansion shields, electrified door hardware, and other devices for proper application of hardware.

1.2 REFERENCES

A. American National Standards Institute/Builders Hardware Manufacturers Association

(ANSI):

1. ANSI/BHMA A156.1 Butts & Hinges

2. ANSI/BHMA A156.4 Door Controls - Closers.

3. ANSI/BHMA A156.6 Architectural Door Trim.

4. ANSI/BHMA A156.7 Template Hinge Dimensions.

5. ANSI/BHMA A156.8 Door Controls - Overhead Stops and Holders.

6. ANSI/BHMA A156.13 Mortise Locks & Latches.

7. ANSI/BHMA A156.16 Auxiliary Hardware.

8. ANSI/BHMA A156.18 Materials & Finishes.

9. ANSI/BHMA A156.21 Thresholds.

10. ANSI/BHMA A156.22 Door Gasketing Systems.

11. ANSI/BHMA A156.28 Keying Systems.

12. ANSI/BHMA A156.31 Electric Strikes.

13. ANSI/BHMA A156.115 Hardware Preparation in Steel Doors and Steel Frames.

14. ANSI/BHMA A156.115W Hardware Preparation in Wood Doors with Wood or Steel

Frames.

B. International Code Council/American National Standards Institute (ICC/ANSI)/ADA:

1. 2010 ADA Standards for Accessible Design

2. International Building Code, 2015

C. Door and Hardware Institute (DHI):

1. DHI Publication - Keying Systems and Nomenclature.

2. DHI Publication - Installation Guide for Doors and Hardware.

D. National Fire Protection Agency (NFPA)

1. NFPA 101 Life Safety Code 2018.

E. Local Code Requirements:

1. City of Oklahoma City modifications/additions to the above codes and requirements.

08 71 00 - 2 of 11

1.3 SUBMITTALS

A. Shop Drawings: Hardware schedule shall be organized in vertical format illustrated in DHI Publications Sequence and Formatting for the Hardware Schedule. Include abbreviations and symbols page according to DHI Publications Abbreviations and Symbols. Complete nomenclature of items required for each door opening as indicated

1. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of hardware.

B. Submit manufacturer's catalog sheet on design, grade and function of items listed in hardware schedule, if different from that specified. Identify specific hardware item per sheet, provide index, and cover sheet.

C. Coordination: Distribute door hardware templates to related divisions within fourteen days of receiving approved door hardware submittals.

D. Closeout Submittals: Submit to Owner in electronic pdf file format.

1. Warranties.

2. Maintenance and operating manual including list of maintenance tools.

3. Record documents.

4. Copy of approved hardware schedule.

5. Door hardware supplier name and contact information.

1.4 QUALITY ASSURANCE

A. Hardware Supplier Qualifications: An experienced door hardware supplier who has no less than five years documented experience in suppling hardware for similar for the Project, whose work has resulted in construction with a record of successful in service performance.

B. Door hardware shall conform to ICC/ANSI A117.1. Handles, Pulls, Latches, Locks and operating devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist.

C. Door hardware shall be certified to ANSI/BHMA standards as noted, participate and be listed in BHMA Certified Products Directory.

D. Installer Qualifications: Specialized in performing installation of this Section and shall have five years minimum documented experience.

1.5 DELIVERY, STORAGE AND HANDLING

A. Provide a clean, dry and secure room for hardware delivered to Project but not yet installed.

B. Furnish hardware with each unit marked and numbered in accordance with approved finish hardware schedule. Include door and item number for each type of hardware.

08 71 00 - 3 of 11

C. Pack each item complete with necessary parts and fasteners in manufacturer's original packaging.

D. Waste Management and Disposal: Separate waste materials for reuse or recycling in accordance with IDIQ contract requirements.

1.6 PROJECT CONDITIONS

A. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.7 WARRANTY

A. General Warranty: Owner may have under provisions of the Contract Documents and shall be in addition to and run concurrent with other warranties made by Contractor under requirements of the Contract documents.

B. Special Warranty: Warranties specified in this article shall not deprive Owner of other rights. Contractor, hardware supplier, and hardware installer shall be responsible for servicing hardware and keying related problems.

1. Ten years for manual door closers.

2. Five years for mortise, auxiliary and bored locks.

3. Two years for electromechanical door hardware.

C. Products judged defective during warranty period shall be replaced or repaired in accordance with manufacturer's warranty at no cost to Owner.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Requests for substitutions will be considered in accordance with provisions of the Contract.

2.2 HINGES

A. Hinges, including electric hinges and self-closing hinges when scheduled, shall be of one manufacturer as listed for continuity of design and consideration of warranty and shall be certified and listed by the following:

1. Butts and Hinges: ANSI/BHMA A156.1

2. Template Hinge Dimensions: ANSI/BHMA A156.7

B. Butt Hinges:

1. Hinge weight and size unless otherwise indicated in hardware sets:

a. Doors up to 36 inches (914 mm) wide and up to 1-3/4 inches (44.5 mm) thick provide hinges with a minimum thickness of .134 inch (3.4 mm) and a minimum of 4-1/2 inches (114 mm) in height.

b. Doors from 36 inches (914 mm) wide up to 42 inches (1067 mm) wide and up to 1-3/4 inches (44.5 mm) thick provide hinges with a minimum thickness of

08 71 00 - 4 of 11

.145 inch (3.7 mm) and a minimum of 4-1/2 inches (114 mm) in height.

c. Doors greater than 1-3/4 inches (44.5 mm) thick provide hinges with a minimum thickness of 0.180 inch (4.6 mm) and a minimum of 5 inches (127

mm) in height.

d. Width of hinge is to be minimum required to clear surrounding trim.

2. Base material unless otherwise indicated in hardware sets:

a. Interior Doors: 304 Stainless Steel

b. Stainless Steel ball bearing hinges shall have stainless steel ball bearings. Steel ball bearings are unacceptable.

3. Quantity of hinges per door unless otherwise stated in hardware sets:

a. Doors up to 60 inches (1524 mm) in height provide 2 hinges.

b. Doors 60 inches (1524 mm) up to 90 inches (2286 mm) in height provide 3 hinges.

c. Doors 90 inches (2286 mm) up to 120 inches (3048 mm) in height provide 4 hinges.

4. Hinge design and options unless otherwise indicated in hardware sets:

a. Hinges are to be of a square corner five-knuckle design, flat button tips and have ball bearings unless otherwise indicated in hardware sets.

b. Out-swinging exterior and out-swinging access-controlled doors shall have non-removable pins (NRP) to prevent removal of pin while door is in closed position.

c. When full width of opening is required, use hinges that are designed to swing door completely from opening when door is opened to 95 degrees.

d. When shims are necessary to correct frame or door irregularities, provide metal shims only.

5. Basis of Design Manufacturer: Stanley

a. Equal products from the following manufacturers are acceptable: Bommer, C.R. Laurence, Hager, McKinney

2.3 Door Bolts:

A. Manual Flush Bolts: BHMA A156.16. Automatic and Self-Latching Flush Bolts:

BHMA A156.3.

1. Bolts: BHMA Certified Grade 1.

a. Provide manual flush bolts with top rod of sufficient length to allow bolt location approximately six feet from the floor. Furnish dust proof strikes for bottom bolts.

b. Bolt Throw: Comply with testing requirements for length of bolts to comply with labeled fire door requirements, and as follows:

1) Mortise Flush Bolts: Minimum 3/4-inch throw.

08 71 00 - 5 of 11

B. Basis of Design Manufacturer: Hager

C. Equal products from the following manufacturers are acceptable: Corbin Russwin, Dormakaba, Norton

D.

2.4 MORTISE LOCKS AND LATCHES

A. Locks and latches shall be of one manufacturer as listed for continuity of design and consideration of warranty. Product to be certified and listed by following:

1. ANSI/BHMA A156.13 Series 1000 Certified to Grade 1 for Operational and Security.

2. ICC/ANSI A117.1.

B. Lock and latch function numbers and descriptions of manufacturer's series as listed in hardware sets. Material and Design:

1. Lock cases from fully wrapped, 12 gauge steel, Zinc dichromate for corrosion resistance.

2. Non-handed, field reversible without opening lock case.

3. Break away spindles to prevent unlocking during forced entry or vandalism.

4. Levers are to be Forged Brass or Stainless Steel and plated to match finish designation in hardware sets.

5. Escutcheons are to be of Stainless Steel material.

C. Latch and Strike:

1. Stainless Steel latch bolt with minimum of 3/4 inch (19 mm) throw and deadlocking for keyed and exterior functions.

2. Strike is to fit a standard ANSI A115 prep measuring 1-1/4 inches (32 mm) by 4-7/8 inches (124 mm) with proper lip length to protect surrounding trim.

3. Coordinate mortise locksets with electric strikes.

D. Required Manufacturer: Best Access

1. Substitution not permitted

2.5 CLOSERS

A. Shall be product of a single manufacturer. Unless otherwise indicated on hardware schedule, comply with manufacturer's recommendation for size of closer, depending on width of door, frequency of use, atmospheric pressure, ADAAG requirements, and fire rating. Manufacturer to be certified and or listed by the following:

1. BHMA Certified ANSI A156.4 Grade 1.

2. ADA Compliant ANSI A117.1.

B. Material and Design:

1. Provide cast iron non-handed bodies with full plastic covers.

2. Closers shall have separate staked adjustable valve screws for latch speed, sweep

08 71 00 - 6 of 11 speed, and back check.

3. One-piece seamless steel spring tube sealed in hydraulic fluid.

4. Double heat-treated steel tempered springs.

5. Precision-machined heat-treated steel piston.

6. Triple heat-treated steel spindle.

7. Full rack and pinion operation.

C. Mounting:

1. Out swing doors shall have surface parallel arm mount closers except where noted on hardware schedule.

2. In swing doors shall have surface regular arm mount closers except where noted on hardware schedule.

3. Furnish drop plates where top rail conditions on door do not allow for mounting of closer and where backside of closer is exposed through glass.

D. Size and adjust closers in compliance with requirements for accessibility (ADDAG). Comply with following maximum opening force requirements. Interior hinged openings: 5.0 lb (2.25 Kg) Fire rated and exterior openings shall have minimum opening force allowable by authority having jurisdiction.

E. Fasteners: Provide self-reaming and self-tapping wood and machine screws and sex bolts and barrel nuts for each closer.

F. Basis of Design Manufacturer: LCN Door Controls, Allegion plc

1. Equal products from the following manufacturers are acceptable: Corbin Russwin, Dormakaba, Norton

2.6 DOOR PROTECTION

A. Size of protection plates:

1. Single doors, size two inches (51 mm) less door width (LDW) on push side of door, and one inch (25 mm) less on pull side of door.

2. For pairs of doors, size one inch less (25 mm) door width (LDW) on push side of door, and 1/2 inch (13 mm) on pull side of door.

3. Kick plates 10 inches (254 mm) high or sized to door bottom rail height.

4. Mop Plates 4 inches (102 mm) high.

5. Armor Plates 36 inches (914 mm) high.

6. Manufacturer shall meet requirements for:

a. Architectural Door Trim: ANSI/BHMA A156.6.

B. Material and Design:

1. .050 inch (1.3 mm) gage stainless steel.

2. Corners shall be square. Polishing lines or dominant direction of surface pattern shall run across the door width of plate.

3. Bevel top, bottom and sides uniformly…