Amendment_3_-_Specifications_Binder.pdf

RESEARCH SUPPORT BUILDING 16009

SECTION 01 11 00.98

SUMMARY OF WORK

08/14

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project consists of providing the labor, equipment, and materials necessary to construct the new 64,000+ GSF Research Support Building (RSB) at NASA Glenn Research Center (GRC), Cleveland, Ohio. The building will be constructed on the site of the previously demolished Building 21 on the GRC campus. The new two story steel structure contains open office areas; private offices; conference and work rooms; Training Rooms, Collaborative Engineering Rooms; collaboration work spaces with light wells; a cafeteria with supporting kitchen and dining spaces; and typical support spaces. The interiors are consistent with modern open office architecture. The exterior is clad in painted metal panels and transparent glazing curtain wall systems. Support facility construction includes, but is not limited to: the removal of existing paved surfaces; removal of certain underground utilities; site preparation;

caissons for foundation support; curbs and roadways; parking areas;

pedestrian walkways; landscaping. Supporting utilities to the site include the extension of potable water; non potable chilled water from an existing chilled water plant; high pressure steam; natural gas; sanitary and storm sewers; high voltage electrical cable through existing manhole and new underground duct bank; communications cabling through existing and new communications duct banks and manholes. Refer to each contract design drawing for specific construction requirements. This project is required to be LEED Silver Certifiable under the USGBC LEED-NC version 2009 Rating System.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Site Specific Health and Safety Plan (HASP) G Utility Outages G Confined Space Permits G Connection Requests G Digging, Excavating, and Trenching Permits G Soil Relocation Form Permits G Hot Work Permits G

1.3 CONTRACT DRAWINGS

See Section 00 01 15 and drawing CE-0164-COF16009-G-001 for a list of drawings which are a part of this contract. Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

Contractors shall purchase drawings from vendor. Reference publications

SECTION 01 11 00.98 Page 1

5/16/18 will not be furnished.

1.4 OPTIONS

The following summarizes the options for this project:

1.4.1 Option No. 1: Outfitting

Furnish and install the following items, as specified and shown on drawing:

- All FF&E (furniture, fixtures, and equipment; which are movable furniture, fixtures, or other equipment that have no permanent connection to the structure of a building or utilities). This excludes systems furniture and demountable partitions, which are in Base scope.

- Lateral Files

- Furniture Storage and Delivery Services

- Trash/Recycling Receptacles

- Janitorial Storage Shelving

- Break Room / Common Areas Appliances

- Lenel Access Control System

- Security Surveillance System (CCTV)

- Interior Finish Upgrades: Art or Equivalent

- Office-level cleaning

- Misc. Interior Equipment (Bulletin boards, white boards,clocks, mail slots, coat hangers)

- Exchange Modular Counters/Display (not permanently installed)

- Exchange Racking and Shelving (not permanently installed)

- Exchange Signage / Display Boards

- Café Signage / Display Boards

- Exterior Signage Package

- Interior Signage Package

PLEASE NOTE: Infrastructure required for all items shown above, such as conduit systems, circuits, ductbanks, cable tray, etc., is NOT outfitting and shall be in the Base scope.

1.4.2 Option No. 2: Photovoltaic (PV) Array

Furnish and install a Photovoltaic Array system, and all associated components as specified and shown on the drawings, to provide 158.2kW.

System shall be ballasted mounted with panels at a 5 degree tilt.

1.4.3 Option No. 3: Dining Bar Expanded Metal Mesh Ceiling

Furnish and install the expanded metal mesh ceiling on Level 2, as specified and shown on the drawings as 'M-ACT'. There is no ceiling in place of this option in the base scope.

1.4.4 Option No. 4: Terrazzo Flooring

Furnish and install the Terrazzo Flooring on Level 1 and 2, as specified and shown on the drawings as 'TRZ-1'. The base scope shall include a Polished Concrete Topping.

1.4.5 Option No. 5: MIC Connector

Furnish and install structure and roofing associated with canopy over walkway connecting the south end of the RSB to the adjacent Mission Integration Center (MIC) building.

SECTION 01 11 00.98 Page 2

1.4.6 Option No. 6: Exterior Pavers

Furnish and install decorative site pavers on the west and east side of building, as specified and shown on Landscape drawings. The base scope shall include a 4" concrete walk.

1.4.7 Option No. 7: Food Service Equipment

Furnish and install food service equipment as shown on the drawings and specified in Appendix G to this specification.

PLEASE NOTE: Infrastructure required for the food service equipment, such as conduit systems, circuits, plumbing, etc., is NOT part of Option No. 7 and shall be in the Base scope. In addition, the following food service equipment is considered permanently-installed and shall NOT be part of Option No. 7 and shall be in the Base scope:

1.044 Wall cabinet

1.059 Rack overshelf

1.063 Rack overshelf

1.064 Corner guards (8)

2.003 Grille station front counter

2.004 Sneeze guard, stationary

2.005 Sneeze guard with lights / heat strip

2.024 International station front counter

2.025 Sneeze guard with lights / heat strip

2.038 Back counter with sink

2.041 Deli / pizza counter

2.042 Sneeze guard with lights

2.051 Back counter

2.057 Salad bar

2.058 Sneeze guard with lights

2.062 Beverage counter.

1.5 IMPLEMENTATION

See Appendix A for detailed Implementation Plan.

1.6 WASTE STORAGE/DISPOSAL/RECYCLING INSTRUCTIONS

GRC has specific manifesting procedures for waste disposal and recycling.

See Appendix B for instructions.

1.7 GEOTECHNICAL REPORT

See Appendix C for the Geotechnical Report. All references to the Geotechnical Report shall also include the addition to the report, "DVL Job No. C.7287A" dated March 28, 2018, also included in this Appendix.

1.8 SUBMITTAL REGISTER

See Appendix D for the Submittal Register.

1.9 NASA LOGO

See Appendix E for information regarding the NASA Logo and the use of NASA standard colors.

SECTION 01 11 00.98 Page 3

1.10 LEED CHECKLIST

See Appendix F for LEED checklist for this project.

1.11 FOODSERVICE EQUIPMENT SPECIFICATION

See Appendix G for foodservice equipment specifications for this project.

1.12 FURNITURE SPECIFICATIONS

See Appendix H for furniture specifications for this project.

1.13 SCHEDULE OF SPECIAL INSPECTIONS

See Appendix I for the Schedule of Special Inspections to be used in accordance with Section 01 45 35 SPECIAL INSPECTIONS.

1.14 Typical Furniture Configurations

See Appendix J for typical furniture configurations. This Appendix is for reference only and is provided to aide in understanding the design intent of the various areas.

1.15 WORK RESCHEDULING

Contractor shall allow for a maximum of 5 workingdays where construction activity is prohibitive. Further allowance for working 5 days of excavation and subsurface activity abeyance shall be imposed where other construction activities are permitted. Government will provide 24 hour notification each time the restrictions are invoked.

The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the work by the contractor. Labor or materials which are necessary to produce the desired result, even though not specifically mentioned in the Contract Documents, shall be included in the work.

Contractor shall immediately check furnished drawings and notify the government of any discrepancies.

Normal duty hours for work shall be from 7 a.m. to 3:30 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 calendar days (cd) in advance of the proposed work period. Special permission will be given in other circumstances on a case by case basis.

1.16 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is the produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preservce and restore the site ecosystem and biodiversity; avoid site degradaion and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment

SECTION 01 11 00.98 Page 4 and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environment quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.16.1 Independent Verification

1.16.1.1 US Green Building Council (USGBC)-- LEED (tm) Rating System

Provide complete project in compliance with USGBC LEED-NC (tm) 2009 (LEED NC), level silver requirements.

1.17 ON-SITE PERMITS

1.17.1 Utility Outages and Connection Requests

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 working days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.17.2 Hot Work, Excavation and Confined Space Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Hot Work Permits 7 cd prior to work NASA Form C-7A & NASA Form C-7B Confined Space 14 cd prior to work NASA Form C-199 Excavation Permit 21 cd prior to work NASA Form C-927 Crane Permits 30 cd prior to work Crane Permit

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted.

PART 2 PRODUCTS

Not Used

SECTION 01 11 00.98 Page 5

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00.98 Page 6

SECTION 08 11 16

ALUMINUM DOORS AND FRAMES

05/16/18

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 in the text by the basic designation only.

ALUMINUM ASSOCIATION (AA)

AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM B209 (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

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 E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

1.2 PERFORMANCE REQUIREMENTS

1.2.1 Not Used

Not used.

1.2.2 Air Infiltration

When tested in accordance with ASTM E283, air infiltration shall not exceed

0.06 cubic feet per minute per square footof fixed area at a test pressure of 6.24 pounds per square foot ( 50 mile per hour wind).

1.2.3 Water Penetration

When tested in accordance with ASTM E331, there shall be no water penetration at a pressure of 8 pounds per square foot of fixed area.

SECTION 08 11 16 Page 1

1.2.4 Thermal Performance

When tested in accordance with AAMA 1503.1 and NFRC 102 based on Standard 1 inch insulating unit:

a. Condensation Resistance Factor (CRF): Not less than 58.

b. Thermal Transmittance U-Factor: Not more than 0.52 Btu/sq. ft. x h x deg F

1.3 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 Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Doors and frames; G

Show elevations of each door type, size of doors and frames, metal gages, details of door and frame construction, methods of anchorage, glazing details, weatherstripping, provisions for and location of hardware, and details of installation.

SD-04 Samples

Finish sample

SD-05 Design Data

Structural calculations for deflection; G

SD-08 Manufacturer's Instructions

Doors and frames

Submit detail specifications and instructions for installation, adjustments, cleaning, and maintenance.

1.4 DELIVERY, STORAGE, AND HANDLING

Inspect materials delivered to the site for damage. Unload and store with minimum handling. Provide storage space in dry location with adequate ventilation, free from dust or water, and easily accessible for inspection and handling. Stack materials on nonabsorptive strips or wood platforms.

Do not cover doors and frames with tarps, polyethylene film, or similar coverings. Protect finished surfaces during shipping and handling using manufacturer's standard method, except that no coatings or lacquers shall be applied to surfaces to which caulking and glazing compounds must adhere.

SECTION 08 11 16 Page 2

1.5 QUALITY CONTROL

1.5.1 Shop Drawing Requirements

Drawings shall indicate elevations of doors and frames, full-size sections, thickness and gages of metal, fastenings, proposed method of anchoring, size and spacing of anchors, details of construction, method of glazing, details of operating hardware, mullion details, method and materials for weatherstripping, material and method of attaching subframes, trim, installation details, and other related items.

1.5.2 Sample Requirements

1.5.2.1 Finish Sample Requirements

Submit color chart of standard factory-finish color coatings.

PART 2 PRODUCTS

2.1 MANUFACTURERS

Basis-of-Design Product: Subject to compliance with requirements, provide YKK AP America Inc.; MegaTherm XT Entrance Doors or comparable product by one of the following:

a. Kawneer North America.

a. Oldcastle, Inc.

b. Wausau Window and Wall Systems; Apogee Wausau Group.

Source Limitations: Obtain all components of curtain-wall system, including framing, entrances, and accessories, from single manufacturer.

2.2 DOORS AND FRAMES

Swing-type aluminum doors and frames of size, design, and location indicated. Provide doors complete with frames, framing members, subframes, transoms, adjoining sidelights trim, and accessories.

2.3 MATERIALS

2.3.1 Anchors

Stainless steel or steel with hot-dipped galvanized finish.

2.3.2 Weatherstripping

Continuous wool pile, silicone treated, or type recommended by door manufacturer.

2.3.3 Aluminum Alloy for Doors and Frames

ASTM B221, Alloy 6063-T5 for extrusions. ASTM B209, alloy and temper best suited for aluminum sheets and strips.

2.3.4 Fasteners

Hard aluminum or stainless steel.

SECTION 08 11 16 Page 3

2.3.5 Structural Steel

ASTM A36/A36M.

2.4 FABRICATION

2.4.1 Aluminum Frames

Extruded aluminum shapes with contours approximately as indicated. Provide removable glass stops and glazing beads for frames accommodating fixed glass. Use countersunk stainless steel Phillips screws for exposed fastenings, and space not more than 12 inches on center. Mill joints in frame members to a hairline fit, reinforce, and secure mechanically.

2.4.2 Aluminum Doors

Of type, size, and design indicated and not less than 1-3/4 inch thick.

Minimum wall thickness, 0.125 inch, except beads and trim, 0.050 inch. Door sizes shown are nominal and shall include standard clearances as follows:

0.093 inch at hinge and lock stiles, 0.125 inch between meeting stiles,

0.125 inch at top rails, 0.187 inch between bottom and threshold, and 0.687 inch between bottom and floor. Bevel single-acting doors 0.063 or 0.125 inch at lock, hinge, and meeting stile edges.

2.4.2.1 Full Glazed Stile and Rail Doors

Doors shall have wide stiles and rails as indicated. Fabricate from extruded aluminum hollow seamless tubes or from a combination of open-shaped members interlocked or welded together. Fasten top and bottom rail together by means of welding or by 3/8 or 1/2 inch diameter cadmium-plated tensioned steel tie rods. Provide an adjustable mechanism of jack screws or other methods in the top rail to allow for minor clearance adjustments after installation.

2.4.2.2 Flush Doors

Use FRP facing sheets with an embossed surface.

a. Form from extruded aluminum members at top and bottom, both sides, and at perimeters of louver and glass cutouts. Wall sections of extruded aluminum members shall be not less than 0.125 inch thick and be properly reinforced for application of hardware. Framing members shall be covered on both sides with fiberglass reinforced plastic (FRP) facing sheets not less than 0.120 inch thick. Fill door with foamed-in urethane with a 3 pound density.

2.4.2.3 Decorative Cladding

Corrugated metal panel material for cladding exterior "stealth" doors is specified in Section 07 42 13 METAL WALL PANELS.

2.4.3 Welding and Fastening

Where possible, locate welds on unexposed surfaces. Dress welds on exposed surfaces smoothly. Select welding rods, filler wire, and flux to produce a uniform texture and color in finished work. Remove flux and spatter from surfaces immediately after welding. Exposed screws or bolts will be permitted only in inconspicuous locations, and shall have countersunk

SECTION 08 11 16 Page 4 heads. Weld concealed reinforcements for hardware in place.

2.4.4 Weatherstripping

Provide on stiles and rails of exterior doors. Fit into slots which are integral with doors or frames. Weatherstripping shall be replaceable without special tools, and adjustable at meeting rails of pairs of doors.

Installation shall allow doors to swing freely and close positively. Air leakage of a single leaf weatherstripped door shall not exceed 0.5 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E283.

2.4.5 Anchors

On the backs of subframes, provide anchors of the sizes and shapes indicated for securing subframes to adjacent construction. Anchor transom bars at ends and mullions at head and sill. Where indicated, reinforce vertical mullions with structural steel members of sufficient length to extend up to the overhead structural slab or framing and secure thereto.

Place anchors near top and bottom of each jamb and at intermediate points not more than 25 inch apart.

2.4.6 Provisions for Hardware

Coordinate with Section 08 71 00 DOOR HARDWARE. Deliver hardware templates and hardware (except field-applied hardware) to the door manufacturer for use in fabrication of aluminum doors and frames. Cut, reinforce, drill, and tap doors and frames at the factory to receive template hardware.

Provide doors to receive surface-applied hardware, except push plates, kick plates, and mop plates, with reinforcing only; drill and tap in the field.

Provide hardware reinforcements of stainless steel or steel with hot-dipped galvanized finish, and secure with stainless steel screws. Provide reinforcement in core of flush doors as required to receive locks, door closers, and other hardware.

2.4.7 Provisions for Glazing

Provide extruded aluminum snap-in glazing beads on interior side of doors.

Provide extruded aluminum, theft-proof, snap-in glazing beads or fixed glazing beads on exterior or security side of doors. Glazing beads shall have vinyl insert glazing gaskets. Design glazing beads to receive glass of thickness indicated or specified.

2.4.8 Finishes

Provide exposed aluminum surfaces with factory finish of anodic coating or organic coating.

2.4.8.1 Anodic Coating

Clean exposed aluminum surfaces and provide an anodized finish conforming to AA DAF45. Finish shall be clear (natural), designation AA-M10-C22-A41, Architectural Class I 0.7 mil or thicker.

PART 3 EXECUTION

3.1 INSTALLATION

Plumb, square, level, and align frames and framing members to receive

SECTION 08 11 16 Page 5 doors, transoms , adjoining sidelights. Anchor frames to adjacent construction as indicated and in accordance with manufacturer's printed instructions. Anchor bottom of each frame to rough floor construction with 3/32 inch thick stainless steel angle clips secured to back of each jamb and to floor construction; use stainless steel bolts and expansion rivets for fastening clip anchors. Hang doors to produce clearances specified in paragraph entitled "Aluminum Doors," of this section. After erection and glazing, adjust doors and hardware to operate properly.

3.2 PROTECTION FROM DISSIMILAR MATERIALS

3.2.1 Dissimilar Metals

Where aluminum surfaces come in contact with metals other than stainless steel, zinc, or small areas of white bronze, protect from direct contact to dissimilar metals.

3.2.1.1 Protection

Provide one of the following systems to protect surfaces in contact with dissimilar metals:

a. Paint the dissimilar metal with one coat of heavy-bodied bituminous paint.

b. Apply a good quality elastomeric sealant between the aluminum and the dissimilar metal.

c. Paint the dissimilar metal with one coat of primer and one coat of aluminum paint.

d. Use a nonabsorptive tape or gasket in permanently dry locations.

3.2.2 Drainage from Dissimilar Metals

In locations where drainage from dissimilar metals has direct contact with aluminum, provide protective paint to prevent aluminum discoloration.

3.2.3 Masonry and Concrete

Provide aluminum surfaces in contact with mortar, concrete, or other masonry materials with one coat of heavy-bodied bituminous paint.

3.2.4 Wood or Other Absorptive Materials

Provide aluminum surfaces in contact with absorptive materials subject to frequent moisture, and aluminum surfaces in contact with treated wood, with two coats of aluminum paint or one coat of heavy-bodied bituminous paint.

In lieu of painting the aluminum, the Contractor shall have the option of painting the wood or other absorptive surface with two coats of aluminum paint and sealing the joints with elastomeric sealant.

3.3 CLEANING

Upon completion of installation, clean door and frame surfaces in accordance with door manufacturer's written recommended procedure. Do not use abrasive, caustic, or acid cleaning agents.

SECTION 08 11 16 Page 6

3.4 PROTECTION

Protect doors and frames from damage and from contamination by other materials such as cement mortar. Prior to completion and acceptance of the work, restore damaged doors and frames to original condition, or replace with new ones.

SECTION 08 11 16 Page 7

SECTION 08 60 45

SKYLIGHTS

02/12

PART 1 GENERAL

1.1 SUMMARY

Provide commercially available metal framed skylights which satisfy all requirements contained in this section and have been verified by load testing and independent design analyses (if required) to meet specified design requirements. Provide environmentally preferable products and work practices, applicable to skylights, considering raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, and/or disposal of the products or services used in the skylights.

1.2 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 ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2605 (2013) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

ASTM INTERNATIONAL (ASTM)

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 E331 (2000; R 2016) Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

NATIONAL FENESTRATION RATING COUNCIL (NFRC)

NFRC 100 (2014) Procedure for Determining Fenestration Product U-Factors

NFRC 200 (2014) Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

SECTION 08 60 45 Page 1 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 Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Shop Drawings; G

SD-03 Product Data

Skylights; G

Warranty

SD-06 Test Reports

Test Reports

SD-07 Certificates

Systems

Qualifications

SD-11 Closeout Submittals

Recycled Content for Aluminum Framing Materials; S

1.4 QUALITY ASSURANCE

1.4.1 Engineering Responsibility

Preparation of Shop Drawings, design calculations, and other structural data by a registered professional engineer.

1.4.2 Design Data Required

Submit metal framed skylight system calculations with design criteria and structural loading to verify sizes, thickness, and spacing of members and connections signed and sealed by a registered professional engineer. Show methods and practices used in installation.

1.4.3 Manufacturer and Installer Qualifications

Provide documentation of Qualifications for the following:

a. The manufacturer is a company specializing in the manufacture of the specified products with a minimum of 10 years documented experience.

b. Manufacturer's authorized representative with minimum 5 years experience who is trained and approved for installation of metal-framed skylights required for this Project.

1.4.4 Product Options

Information on Drawings and in Specifications establishes requirements for skylights' aesthetic effects and performance characteristics. Aesthetic

SECTION 08 60 45 Page 2 effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including testing conducted by an independent testing agency and in-service performance.

a. Do not modify intended aesthetic effects, as judged solely by the Contracting Officer, except with the Contracting Officer's approval.

If modifications are proposed, submit comprehensive explanatory data to the Contracting Officer for review..

1.4.5 Welding Qualifications

Qualify procedures and personnel according to AWS D1.2/D1.2M, "Structural Welding Code - Aluminum."

1.4.6 Structural-Sealant Glazing

Comply with recommendations in ASTM C 1401, "Guide for Structural Sealant Glazing," for joint design and quality-control procedures.

a. Joint designs are reviewed and approved by structural-sealant manufacturer.

b. Quality-control program development and reporting comply with ASTM C 1401 recommendations for material qualification procedures, preconstruction sealant-testing program, and procedures and intervals for fabrication and installation reviews and checks.

c. Perform manufacturer's standard tests for compatibility and adhesion of sealants with each material that will come in contact with sealants.

1.5 WARRANTY

Provide the manufacturer's complete warranty for materials, workmanship, and installation. The warranty is for 5 years from the time of project completion and with no proration. The warranty must guarantee, but not be limited to, the following:

a. Structural failures including, but not limited to, excessive deflection.

b. Noise or vibration caused by thermal movements.

c. Deterioration of metals, metal finishes, and other materials beyond normal weathering.

d. Adhesive or cohesive sealant failures.

e. Water leakage.

f. Checking, crazing, peeling, chalking, and fading of finishes.

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

For products in this section, where applicable and to extent allowed by performance criteria, provide and document the following:

SECTION 08 60 45 Page 3

2.1.1 Recycled Content for Aluminum Framing Materials

Provide aluminum components with a minimum recycled content of 20 percent.

Provide documentation in accordance with Section 01 33 29 SUSTAINABILITY REPORTING paragraph RECYCLED CONTENT.

2.2 SKYLIGHT SYSTEMS

Submit manufacturer's certificate that the systems meet or exceed specified requirements. Provide systems evaluated and listed (the whole skylight as a unit, not just a glazing material in the unit) by the recognized building code authorities: ICC and SBCCI-Public Safety Testing and Evaluation Services Inc. Product ratings determined using NFRC 100 and NFRC 200 must be authorized for certification and properly labeled by the manufacturer.

Basis of Design for skylight system is Wasco Products, Inc. - Pinnacle 900.

Provide skylight systems meeting the following requirements:

a. Fixed glazing and framing areas having condensation-resistance factor (CRF) of not less than 45 when tested according to AAMA 1503.

b. Air infiltration at 1.57 psf less than 0.04 cfm/ft2 and at 6.24 psf less than 0.07 cfm/ft2 in accordance with ASTM E283.

c. Water penetration at test pressure of 15 psf equals zero in accordance with ASTM E331.

d. Manufacturer is responsible for maximum system deflection, in accordance with the applicable building code, and without damage to system performance. Calculate deflection in accordance with engineering principles.

e. Incorporate weepage elements within the perimeter framework of the glazing system for drainage of any condensation or water penetration.

f. System must accommodate movement within the system; movement between the system and perimeter framing components; dynamic loading and release of loads; and deflection of supporting members. Achieve this without damage to system or components, deterioration of weather seals and fenestration properties specified.

g. Exposed aluminum color must be a shade selected from the manufacturer's standard range. Provide corrosion resistant 70 percent fluoropolymer, two coat superior-performance organic finish in accordance with AAMA 2605 finish .

h. Design criteria:

(1) Wind Load As indicated on Structural Drawings; snow load As indicated on Structural Drawings.

i. Use 6063-T6 and 6063-T5 extruded aluminum; all fasteners of stainless steel or cadmium plated steel.

j. Design metal-framed skylights, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.

SECTION 08 60 45 Page 4

2.2.1 Framed Skylights

Framed skylights must span up to 16 feet in a single pitch; determine rafter and purlin spacing by loading requirements. Provide tubular framing members; deflection of rafters not to exceed L/180 of the rafter span. A registered professional engineer must size all framing members and design all structural connections; submit a copy of the calculations. Framing includes a primary gutter system with secondary gutters to control water infiltration and condensation runoff from the underside of the glazing material and channel it to the exterior. Design skylight structural members for a live load as indicated on Structural Drawings and wind load as indicated on Structural Drawings; do not induce objectionable distortion or stress in fastenings and joinery due to expansion and contraction when subjected to a 100 degree F temperature change.

2.3 GLAZING

Laminated, insulated glazing units as specified in Section 08 80 00 GLAZING.

2.3.1 Spacers, Setting Blocks, and Gaskets

Manufacturer's standard elastomeric types.

2.3.2 Bond-Breaker Tape

Manufacturer's standard tetrafluoroethylene-fluorocarbon or polyethylene material to which sealants will not develop adhesion.

2.3.3 Glazing Sealants

As recommended in writing by manufacturer.

a. Structural Sealant: ASTM C 1184, neutral-curing silicone formulation compatible with system components with which it comes in contact, specifically formulated and tested for use as structural sealant, and approved by structural-sealant manufacturer for use in metal-framed skylights indicated.

b. Weatherseal Sealant: ASTM C 920 for Type S, Grade NS, Class 25, Uses NT, G, A, and O; neutral-curing silicone formulation compatible with structural sealant and other components with which it comes in contact;

and recommended in writing by structural- and weatherseal-sealant and metal-framed skylight manufacturers for this use.

2.4 FABRICATION

Where practical, fit and assemble metal-framed skylights in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment.

Fabricate aluminum components before finishing.

Fabricate aluminum components that, when assembled, have the following characteristics:

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

b. Accurately fitted joints with ends coped or mitered.

SECTION 08 60 45 Page 5

c. Internal guttering systems or other means to drain water passing joints, condensation occurring within framing members, and moisture migrating within skylight to exterior.

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

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

Fabricate aluminum sill closures with weep holes and for installation as continuous component.

Reinforce aluminum components as required to receive fastener threads.

Weld aluminum components in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding.

Factory-Glazed, Metal-Framed Skylights:

a. Factory install glazing to comply with requirements in Section 08 80 00

GLAZING.

b. Prepare surfaces that will contact structural sealant according to structural-sealant manufacturer's written instructions to ensure compatibility and adhesion. Preparation includes, but is not limited to, cleaning and priming surfaces.

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

2.5 SOURCE QUALITY CONTROL

Structural-Sealant Glazing: Perform quality-control procedures complying with ASTM C 1401 recommendations including, but not limited to, material qualification procedures, sealant testing, and fabrication reviews and checks. Submit test reports

PART 3 EXECUTION

3.1 EXAMINATION

Field verify all submitted opening sizes, dimensions and tolerances;

preparation of openings includes isolating dissimilar materials from aluminum system to avoid damage by electrolysis. The installer must examine area of installation to verify readiness of site conditions and to notify the Contractor about any defects requiring correction. Verify when structural support is ready to receive all specified work and to convene a pre-installation conference, if approved by the Contracting Officer, including the Contractor, skylight installer and all parties directly affecting and affected by the specified work. Do not install any materials that show visual evidence of biological growth due to the presence of moisture. Do not commence work until conditions are satisfactory.

3.2 ERECTION

Erect skylight system in accordance with the approved shop drawings supplied by the manufacturer. Submit drawings showing fabrication details, SECTION 08 60 45 Page 6 materials, dimensions, installation methods, anchors, and relationship to adjacent construction. Fasten and seal in accordance with the manufacturer's shop drawings. Provide all staging, lifts and hoists required for the complete installation and field measuring. Install system clean of dirt, debris or staining and thoroughly examined for removal of all protective material prior to final inspection of the designated work area. Do not use snow rakes on roof windows or skylights.

3.3 FIELD QUALITY CONTROL

3.3.1 Testing Agency

Engage a qualified testing agency to perform tests and inspections.

3.3.1.1 Water-Spray Test

Before installation of interior finishes has begun, skylights shall be tested according to AAMA 501.2 and shall not evidence water penetration.

Submit test reports.

3.3.1.2 Structural-Sealant Compatibility and Adhesion

Structural sealant shall be tested according to recommendations in ASTM C 1401. Destructive test method, Method A, Hand Pull Tab (Destructive) in ASTM C 1401, Appendix X2, shall be used. A minimum of one area on each skylight face shall be tested. Repair installation areas damaged by testing. Submit test reports.

3.3.1.3 Structural-Sealant Glazing Inspection

After installation of metal-framed skylights is complete, structural-sealant glazing shall be inspected and evaluated according to ASTM C 1401 recommendations for quality-control procedures. Submit reports.

3.3.2 Repair and Retesting

Repair or remove work where test results and inspections indicate that it does not comply with specified requirements. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

Prepare test and inspection reports.

SECTION 08 60 45 Page 7

SECTION 08 71 00

DOOR HARDWARE

08/08

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 in the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

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 F883 (2013) Padlocks

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2013) Butts and Hinges

ANSI/BHMA A156.12 (2013) Interconnected Locks & Latches

ANSI/BHMA A156.13 (2012) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.16 (2013) Auxiliary Hardware

ANSI/BHMA A156.18 (2012) Materials and Finishes

ANSI/BHMA A156.21 (2014) Thresholds

ANSI/BHMA A156.3 (2014) Exit Devices

ANSI/BHMA A156.4 (2013) Door Controls - Closers

ANSI/BHMA A156.5 (2014) Cylinder and Input Devices for Locks

ANSI/BHMA A156.6 (2010) Architectural Door Trim

ANSI/BHMA A156.7 (2014) Template Hinge Dimensions

ANSI/BHMA A156.8 (2010) Door Controls - Overhead Stops and Holders

BHMA A156.15 (2011) Release Devices Closer Holder, Electromagnetic and Electromechanical

BHMA A156.22 (2012) Door Gasketing and Edge Seal Systems

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2015; ERTA 2015) Life Safety Code

SECTION 08 71 00 Page 1

NFPA 80 (2016) Standard for Fire Doors and Other Opening Protectives

STEEL DOOR INSTITUTE (SDI/DOOR)

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

UNDERWRITERS LABORATORIES (UL)

UL Bld Mat Dir (2012) Building Materials Directory

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 Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Hardware schedule; G

Keying system

SD-03 Product Data

Hardware items; G

SD-08 Manufacturer's Instructions

Installation

SD-10 Operation and Maintenance Data

Hardware Schedule items, Data Package 1; G

Submit data package in accordance with Section 01 78 23.98

OPERATION AND MAINTENANCE DATA.

SD-11 Closeout Submittals

Key Bitting

1.3 HARDWARE SCHEDULE

Prepare and submit hardware schedule in the following form:

SECTION 08 71 00 Page 2

Hardware Item

QuantitySize Reference Publi-cation Type No.

Finish Mfr Name and Catalog No.

Key Control Symbols

UL

Mark (If fire rated and listed)

BHMA

Finish Desig-nation

1.4 KEY BITTING CHART REQUIREMENTS

Submit key bitting charts to the Contracting Officer prior to completion of the work. Include:

a. Complete listing of all keys (AA1, AA2, etc.).

b. Complete listing of all key cuts (AA1-123456, AA2-123458).

c. Tabulation showing which key fits which door.

d. Copy of floor plan showing doors and door numbers.

e. Listing of 20 percent more key cuts than are presently required in each master system.

1.5 QUALITY ASSURANCE

1.5.1 Manufacturers Qualifications

Engage qualified manufacturers with a minimum 5 years of documented experience in producing hardware and equipment similar to that indicated for this Project and that have a proven record of successful in-service performance.

1.5.2 Installer Qualifications

A minimum 3 years documented experience installing both standard and electrified door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

1.5.3 Door Hardware Supplier Qualifications

Experienced commercial door hardware distributors with a minimum 5 years documented experience supplying both mechanical and electromechanical hardware installations comparable in material, design, and extent to that indicated for this Project. Supplier recognized as a factory direct distributor by the manufacturers of the primary materials with a warehousing facility in Project's vicinity. Supplier to have on staff a certified Architectural Hardware Consultant (AHC) available during the course of the Work to consult with Contractor, Architect, and Owner concerning both standard and electromechanical door hardware and keying.

1.5.4 Source Limitations

Obtain each type and variety of door hardware specified in this section from a single source unless otherwise indicated.

SECTION 08 71 00 Page 3

1. Electrified modifications or enhancements made to a source manufacturer's product line by a secondary or third party source will not be accepted.

2. Provide electromechanical door hardware from the same manufacturer as mechanical door hardware, unless otherwise indicated.

1.6 DELIVERY, STORAGE, AND HANDLING

Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware delivered to Project site. Do not store electronic access control hardware, software or accessories at Project site without prior authorization.

Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package.

Deliver, as applicable, permanent keys, cylinders, cores, access control credentials, software and related accessories directly to Owner via registered mail or overnight package service. Instructions for delivery to the Owner shall be established at the "Keying Conference".

1.7 COORDINATION

1.7.1 Templates

Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements.

1.7.2 Door Hardware and Electrical Connections

Coordinate the layout and installation of scheduled electrified door hardware and related access control equipment with required connections to source power junction boxes, low voltage power supplies, detection and monitoring hardware, and fire and detection alarm systems.

1.7.3 Door and Frame Preparation

Doors and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional in-field modifications.

1.8 WARRANTY

1.8.1 General Warranty

Reference Division 01, General Requirements. Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other 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.

SECTION 08 71 00 Page 4

1.8.2 Warranty Period

Written warranty, executed by manufacturer(s), agreeing to repair or replace components of standard and electrified door hardware that fails in materials or workmanship within specified warranty period after final acceptance by the Owner. Failures include, but are not limited to, the following:

1. Structural failures including excessive deflection, cracking, or breakage.

2. Faulty operation of the hardware.

3. Deterioration of metals, metal finishes, and other materials beyond normal weathering.

4. Electrical component defects and failures within the systems operation.

1.8.3 Standard Warranty Period

One year from date of Substantial Completion, unless otherwise indicated.

1.8.4 Special Warranty Periods

1. Ten years for mortise locks and latches.

2. Ten years for extra heavy duty cylindrical (bored) locks and latches.

3. Seven years for heavy duty cylindrical (bored) locks and latches.

4. Five years for standard duty cylindrical (bored) locks and latches.

5. Five years for exit hardware.

6. Twenty five years for manual surface door closer bodies.

7. Ten years for heavy duty floor closers.

8. Two years for shallow depth floor closers.

9. Two years for overhead concealed closers.

10. Two years for electromechanical door hardware.

1.9 MAINTENANCE SERVICE

Furnish a complete set of specialized maintenance tools and instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware.

PART 2 PRODUCTS

2.1 TEMPLATE HARDWARE

Provide hardware to be applied to metal or to prefinished doors manufactured to template. Promptly furnish template information or templates to door and frame manufacturers. Conform to ANSI/BHMA A156.7 for template hinges. Coordinate hardware items to prevent interference with other hardware.

2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS

Provide all hardware necessary to meet the requirements of NFPA 80 for fire doors and NFPA 101 for exit doors, as well as to other requirements indicated, even if such hardware is not specifically mentioned under paragraph entitled "Hardware Schedule." Provide the label of Underwriters Laboratories, Inc. for such hardware listed in UL Bld Mat Dir or labeled and listed by another testing laboratory acceptable to the Contracting

SECTION 08 71 00 Page 5

Officer.

2.3 HARDWARE ITEMS

Clearly and permanently mark with the manufacturer's name or trademark, hinges, pivots, locks, latches, exit devices, bolts and closers where the identifying mark will be visible after the item is installed. For closers with covers, the name or trademark may be beneath the cover.

2.3.1 Hinges

ANSI/BHMA A156.1, 4-1/2 by 4-1/2 inch unless otherwise indicated.

Construct loose pin hinges for exterior doors and reverse-bevel interior doors so that pins will be nonremovable when door is closed. Other antifriction bearing hinges may be provided in lieu of ball-bearing hinges.

Concealed hinges shall be adjustable right on the hinge and made specifically for the EZY Jamb frame. Acceptable manufacturer is Rocyork.

2.3.2 Pivots

ANSI/BHMA A156.4.

2.3.3 Locks and Latches

2.3.3.1 Mortise Locks and Latches

ANSI/BHMA A156.13, Series 1000, Operational Grade 1, Security Grade 2.

Provide mortise locks with escutcheons not less than 7 by 2-1/4 inch with a bushing at least 1/4 inch long. Cut escutcheons to suit cylinders and provide trim items with straight, beveled, or smoothly rounded sides, corners, and edges.

2.3.3.2 Interconnected Locks and Latches

ANSI/BHMA A156.12. Provide F96 or F97, unless otherwise specified.

2.3.3.3 Auxiliary Locks

ANSI/BHMA A156.5, Grade 1.

2.3.4 Exit Devices

ANSI/BHMA A156.3, Grade 1. Provide adjustable strikes for rim type and vertical rod devices. Provide open back strikes for pairs of doors with mortise and vertical rod devices. Provide touch bars in lieu of conventional crossbars and arms. Provide escutcheons, not less than 7 by 2-1/4 inch.

1. Acceptable Manufacturers:

a. Sargent

b. Precision

c. Von Duprin (VD)

2.3.4.1 Power Transfer Devices

Concealed Quick Connect Electric Power Transfers: Provide concealed wiring pathway housing mortised into the door and frame for low voltage electrified door hardware. Furnish with Molex™ standardized plug connectors

SECTION 08 71 00 Page 6 and sufficient number of concealed wires (up to 12) to accommodate the electrified functions specified in the Door Hardware Sets. Connectors plug directly to through-door wiring harnesses for connection to electric locking devices and power supplies. Wire nut connections are not acceptable.

1. Acceptable Manufacturers:

a. Von Duprin (VD) - EPT-10 Series. (NO SUB)

2.3.5 Exit Locks With Alarm

ANSI/BHMA A156.5, Type E0431 (with full-width horizontal actuating bar) for single doors; Type E0431 (with actuating bar) or E0471 (with actuating bar and top and bottom bolts, both leaves active) for pairs of doors, unless otherwise specified. Provide terminals for connection to remote indicating panel.

2.3.6 Cylinders and Keying

NASA will provide permanent cylinders and keying.