Amendment_2_(Specifications).pdf

Mazzoli F/B – DEA Tenant Fitment

10th Floor Renovation

Pre-bid meeting

2.11.16

Attendees: Mr. Cox, CoxAllen & Associates Ms. Woods, CoxAllen & Associates Mr. Riad, DEA HQ Mr. Razaitis, GSA Ms. Anderson, GSA Mr. Winegar, CMTA Mr. Rowan, CMTA Mr. Ansert, AACON Mr. Lathon, AACON Mr. Rideout, Valiant Const.

Mr. Broderick, Valiant Const.

Mr. Hardin, AST, Inc.

Mr. Taylor, Ready Elec. Co.

Mr. Fisher, Ready Elec. Co.

Mr. Robinson, Bluegrass Technologies Mr. Reid, Allegiance HVAC Mr. Schneider, Allegiance HVAC Mr. Turner, Faulkner-Fain Co.

Mr. Davis, Environmental Demolition Group Mr. Murray, Northview Mr. Loeffler, Philadelphia Commercial Mr. Whelan, AACON Mr. Popp, Total Concept Mr. LaMarche, IMS Contracting Mr. Santon, AACON Mr. Gorman, DEA Ms. Drake, GSA Mr. Lewis, DEA Mr. Morrow, DEA Mr . Przybylo

Items:

The project and contract for project were detailed by Mr. Cox and Ms. Drake.

The performance time will be 150 days.

All questions must go to GSA. Any questions to any other entity will not be included in the amendment.

Security clearance for contractors o HSPD12 Clearance needed

Contractor with said clearance can act as escort for up to 5 people. These 5 will need to be escorted consistently while on premises, incl. bathroom breaks o DEA clearance – group advised this is necessary and will take on average one day to complete. Christopher will get the form to GSA and it will be included with the amendment

Security contractors will work for GC but will need to be vetted by DEA

A question regarding the running of data cables was tabled for a later conference call between appropriate parties.

A site/facility walk through was conducted.

Please advise if there are any other people that you would like to have included on the email list.

10th Floor – General Office Renovations HOLLOW METAL DOORS & FRAMES 08 11 13 " 1

MAZZOLI F/B

Louisville, KY

SECTION 08 11 13 – HOLLOW METAL DOORS & FRAMES

PART 1 � GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Hollow metal steel frames.

2. Hollow metal steel doors.

B. Related Sections include the following:

1. Division 8 Section "Glazing" for glazed lites in doors.

2. Division 8 Sections for door hardware.

3. Division 9 painting Sections for field painting standard steel doors and frames.

1.3 DEFINITIONS

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

1.4 SUBMITTALS

A. Product Data: Include construction details, material descriptions, core descriptions, label compliance, and finishes for each type of steel door and frame specified.

B. Shop Drawings: In addition to requirements below, provide a schedule of standard steel doors and frames using same reference numbers for details and openings as those on Drawings:

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

2. Details and locations of reinforcement and preparations for hardware.

3. Details of each different wall opening condition.

4. Details of anchorages, accessories, joints, and connections.

5. Details of conduit and preparations for electrified door hardware and controls.

C. Product Test Reports: Based on evaluation of comprehensive fire tests performed by a qualified testing agency, for each type of standard steel door and frame.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: An employer of workers trained and approved by manufacturer.

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B. Source Limitations: Obtain standard steel doors and frames through one source from a single manufacturer.

C. Fire:Rated Door and Sidelight Frame Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire:protection ratings indicated.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver doors and frames palletized, wrapped, or crated to provide protection during transit and

Project:site storage. Do not use nonvented plastic.

1. Provide additional protection to prevent damage to finish of factory:finished doors and frames.

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

C. Store doors and frames under cover at Project site. Place units in a vertical position with heads up, spaced by blocking, on minimum 4:inch: (102:mm:) high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber.

1.7 PROJECT CONDITIONS

A. Field Measurements: Verify openings by field measurements before fabrication and indicate measurements on Shop Drawings.

1.8 COORDINATION

A. Coordinate installation of anchorages for standard steel frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

PART 2 � PRODUCTS

2.1 MANUFACTURERS

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

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Amweld Building Products, LLC.

2. Benchmark Doors; a division of General Products Co., Inc.

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Louisville, KY

3. Ceco Door Products; an ASSA ABLOY Group Company.

4. CURRIES Company; an ASSA ABLOY Group Company.

5. Deansteel Manufacturing, Inc.

6. Fleming Door Products Ltd.; an ASSA ABLOY Group Company.

7. Kewanee Corporation (The).

8. Mesker Door Inc.

9. Pioneer Industries, Inc.

10. Republic Builders Products Company.

11. Steelcraft; an Ingersoll:Rand Company.

2.2 MATERIALS

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

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

C. Metallic:Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum A40 (ZF180) zinc:iron:alloy (galvannealed) coating designation.

D. Supports and Anchors: After fabricating, galvanize units to be built into exterior walls according to ASTM A 153/A 153M, Class B.

E. Inserts, Bolts, and Fasteners: Provide items to be built into exterior walls, hot:dip galvanized according to ASTM A 153/A 153M.

F. Grout: Comply with ASTM C 476, with a slump of 4 inches (102 mm) for standard steel door frames built into concrete or masonry, as measured according to ASTM C 143/C 143M.

G. Mineral:Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool with 6: to 12:lb/cu. ft. (96: to 192:kg/cu. m) density; with maximum flame:spread and smoke:developed indexes of 25 and 50 respectively;

passing ASTM E 136 for combustion characteristics.

H. Glazing: Comply with requirements in Division 8 Section "Glazing."

I. Bituminous Coating: Cold:applied asphalt mastic, SSPC:Paint 12, compounded for 15:mil

(0.4:mm) dry film thickness per coat. Provide inert:type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.

2.3 STANDARD HOLLOW METAL DOORS

A. General: Comply with ANSI/SDI A250.8

1. Design: Flush panel

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

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

b. Thermal:Rated (Insulated) Doors: R:value of not less than 12.3 deg F x h x sq.

ft./Btu (2.166 K x sq. m/W) when tested according to ASTM C 1363.

3. Vertical Edges for Single:Acting Doors: Beveled edge, 1/8 inch in 2 inches (3 mm in 50 mm). .

4. Top and Bottom Edges: Closed with flush or inverted 0.042:inch: (1.0:mm:) thick, end closures or channels of same material as face sheets.

5. Tolerances: SDI 117, "Manufacturing Tolerances for Standard Steel Doors and Frames."

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

ANSI/SDI A250.4 for physical performance level:

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

C. Hardware Reinforcement: ANSI/SDI A250.6.

2.4 STANDARD STEEL FRAMES

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

B. Interior Frames: Fabricated from cold:rolled steel sheet, unless otherwise indicated to comply with exterior frame requirements.

1. Fabricate frames with mitered or coped and welded face corners and seamless face joints.

2. Frames for Wood Doors: 0.042:inch: (1.0:mm) thick steel sheet, unless otherwise indicated.

3. Frames for Borrowed Lights: 0.042:inch: (1.0:mm) thick steel sheet, unless otherwise indicated.

C. Hardware Reinforcement: Fabricate reinforcement plates from same material as frames to comply with the following minimum sizes:

1. Hinges: Minimum 0.123 inch (3.0 mm) thick by 1:1/2 inches (38 mm) wide by 6 inches

(152 mm) longer than hinge, secured by not less than 6 spot welds.

2. Pivots: Minimum 0.167 inch (4.2 mm) thick by 1:1/2 inches (38 mm) wide by 6 inches

(152 mm) longer than hinge, secured by not less than 6 spot welds.

3. Lock Face, Flush Bolts, Closers, and Concealed Holders: Minimum 0.067 inch (1.7 mm) thick.

4. All Other Surface:Mounted Hardware: Minimum 0.067 inch (1.7 mm) thick.

D. Supports and Anchors: Fabricated from electrolytic zinc:coated or metallic:coated steel sheet.

E. Jamb Anchors:

1. Masonry Type: Adjustable strap:and:stirrup or T:shaped anchors to suit frame size, not less than 0.042 inch (1.0 mm) thick, with corrugated or perforated straps not less than 2 inches (50 mm) wide by 10 inches (250 mm) long; or wire anchors not less than 0.177 inch (4.5 mm) thick.

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2. Stud:Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch (1.0 mm) thick.

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

4. Postinstalled Expansion Type for In:Place Concrete or Masonry: Minimum 3/8:inch:

(9.5:mm:) diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location.

F. Floor Anchors: Formed from same material as frames, not less than 0.042 inch (1.0 mm) thick, 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 (50:mm) height adjustment. Terminate bottom of frames at finish floor surface.

G. Fabricate concealed stiffeners and hardware reinforcement from either cold: or hot:rolled steel sheet.

2.5 STOPS AND MOLDINGS

A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch (0.8 mm) thick, fabricated from same material as door face sheet in which they are installed.

B. Fixed Frame Moldings: Formed integral with standard steel frames, minimum 5/8 inch (16

mm) high, unless otherwise indicated.

C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch (0.8 mm) thick, fabricated from same material as frames in which they are installed.

2.6 FABRICATION

A. General: Fabricate standard steel doors and frames to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. 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. Standard Steel 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. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible.

2. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints; fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding.

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

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Louisville, KY

4. Plaster Guards: Weld guards to frame at back of hardware mortises in frames installed in concrete or masonry.

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

a. Stud:Wall Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows:

1) Three anchors per jamb up to 60 inches (1524 mm) in height.

2) Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) in height.

3) Five anchors per jamb from 90 to 96 inches (2286 to 2438 mm) in height.

4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches

(610 mm) or fraction thereof more than 96 inches (2438 mm) in height.

5) Two anchors per head for frames more than 42 inches (1066 mm) wide and mounted in metal:stud partitions.

b. Compression Type: Not less than two anchors in each jamb.

c. Postinstalled Expansion Type: Locate anchors not more than 6 inches (152 mm) from top and bottom of frame. Space anchors not more than 26 inches (660 mm) o.c.

6. Door Silencers: Except on weather:stripped doors, drill stops to receive door silencers as follows. Provide plastic plugs to keep holes clear during construction.

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

b. Double:Door Frames: Drill stop in head jamb to receive two door silencers.

C. Hardware Preparation: Factory prepare standard steel doors and frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping, according to the Door Hardware Schedule and templates furnished as specified in Division 8 Section

"Door Hardware."

1. Reinforce doors and frames to receive nontemplated mortised and surface:mounted door hardware.

2. Comply with applicable requirements in ANSI A250.6 and ANSI/DHI A115 Series specifications for door and frame preparation for hardware. Locate hardware as indicated on Shop Drawings or, if not indicated, according to ANSI A250.8.

D. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form corners of stops and moldings with butted or mitered hairline joints.

1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of door or frame.

2. Multiple Glazed Lites: Provide fixed and removable stops and moldings such that each glazed lite is capable of being removed independently.

3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames.

4. Provide loose stops and moldings on inside of doors and frames.

5. Coordinate rabbet width between fixed and removable stops with type of glazing and type of installation indicated.

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2.7 STEEL FINISHES

A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal

Products" for recommendations for applying and designating finishes.

1. Finish standard steel door and frames after assembly.

B. Metallic:Coated Steel Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. After cleaning, apply a conversion coating suited to the organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified below to comply with ASTM A 780.

1. Galvanizing Repair Paint: High:zinc:dust:content paint for regalvanizing welds in steel, complying with SSPC:Paint 20.

C. Steel Surface Preparation: Clean surfaces to comply with SSPC:SP 1, "Solvent Cleaning";

remove dirt, oil, grease, or other contaminants that could impair paint bond. Remove mill scale and rust, if present, from uncoated steel; comply with SSPC:SP 3, "Power Tool Cleaning," or

SSPC:SP 6/NACE No. 3, "Commercial Blast Cleaning."

D. Factory Priming for Field:Painted Finish: Apply shop primer specified below immediately after surface preparation and pretreatment. Apply a smooth coat of even consistency to provide a uniform dry film thickness of not less than 0.7 mils (0.018 mm).

1. Shop Primer: Manufacturer's standard, fast:curing, lead: and chromate:free primer complying with ANSI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; compatible with substrate and field:applied finish paint system indicated; and providing a sound foundation for field:applied topcoats despite prolonged exposure.

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 standard steel doors and frames.

3.2 PREPARATION

A. Remove welded:in shipping spreaders installed at factory.

B. Prior to installation and with installation spreaders in place, adjust and securely brace standard steel door frames for squareness, alignment, twist, and plumb to the following tolerances:

1. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

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2. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall.

3. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

4. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a perpendicular line from head to floor.

C. Drill and tap doors and frames to receive nontemplated mortised and surface:mounted door hardware.

3.3 INSTALLATION

A. General: Provide doors and frames of sizes, thicknesses, and designs indicated. Install standard steel doors and frames plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions.

B. Standard Steel Frames: Install standard steel frames for doors, sidelights, transoms, and other openings, of size and profile indicated. Comply with SDI 105.

1. Metal:Stud Partitions: Solidly pack mineral:fiber insulation behind frames.

2. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with mortar as specified in Division 4 Section "Unit

Masonry Assemblies."

3. In:Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.

4. In:Place Gypsum Board Partitions: Secure frames in place with postinstalled expansion anchors through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces.

5. Ceiling Struts: Extend struts vertically from top of frame at each jamb to supporting construction above, unless frame is anchored to masonry or to other structural support at each jamb. Bend top of struts to provide flush contact for securing to supporting construction above. Provide adjustable wedged or bolted anchorage to frame jamb members.

6. Installation Tolerances: Adjust standard steel door frames for squareness, alignment, twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line

90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor.

C. Glazing: Comply with installation requirements in Division 8 Section "Glazing" and with standard steel door and frame manufacturer's written instructions.

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1. Secure stops with countersunk flat: or oval:head machine screws spaced uniformly not more than 9 inches (230 mm) o.c., and not more than 2 inches (50 mm) o.c. from each corner.

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 standard steel doors or frames that are warped, bowed, or otherwise unacceptable.

B. Clean grout and other bonding material off standard steel doors and frames immediately after installation.

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

END OF SECTION 08 11 13

10th Floor – General Office Renovations SOUND CONTROL DOOR ASSEMBLIES 08 34 73 & 1

Louisville, KY

SECTION 08 34 73 – SOUND CONTROL DOOR ASSEMBLIES

PART 1 � GENERAL

1.1 SECTION INCLUDES

A. Integrated sound transmission class (STC)�rated sound control door, frame, and hardware assemblies, fire�rated where indicated.

1.2 RELATED SECTIONS

A. Division 08 Section "Hollow Metal Doors and Frames" for general requirements for installation of doors and frames, including installation of units specified in this Section.

B. Division 08 Section "Door Hardware" for door hardware not specified in this Section.

C. Division 09 painting section for field painting of sound control door assemblies.

1.3 REFERENCES

A. American National Standards Institute (ANSI):

1. ANSI 115.1: Specifications for Steel Door and Frame Preparation for Hardware

2. ANSI A250.10: Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames.

B. ASTM International (ASTM):

1. ASTM A 1008/A 1008M: Specification for Steel, Sheet, Cold�Rolled, Carbon, Structural, High�Strength Low�Alloy and High�Strength Low�Alloy with Improved Formability.

2. ASTM E 90: Test Method for Laboratory Measurement of Airborne Sound Transmission

Loss of Building Partitions and Elements.

3. ASTM E 413: Classification for Rating Sound Insulation.

C. Code of Federal Regulations (CFR):

1. 16 CFR 1201: Safety Standard for Architectural Glazing Materials.

D. National Fire Protection Association (NFPA):

1. NFPA 80: Fire Doors and Fire Windows.

E. Underwriters Laboratories, Inc.:

1. UL 10C: Fire Tests of Door Assemblies.

1.4 PERFORMANCE REQUIREMENTS

A. Sound Rating: Provide sound�control door assemblies identical to assemblies tested by an independent testing agency per ASTM E 90 with the specified minimum certified STC rating per

ASTM E 413 for the configurations indicated.

10th Floor – General Office Renovations SOUND CONTROL DOOR ASSEMBLIES 08 34 73 & 2

A co u st ic al

P er fo rm an ce

Fire

Rating

Nominal

Width

(Feet)

Door Type STC

Transmission Loss (dB)

125 250 500 1000 2000 4000

Not

Rated

3 3070 Solid Door 50 34 43 50 53 54 54

3 3070 w/100 sq. in. window 50 34 43 50 54 54 54

3070 w/1296 sq. in.

window 51 35 44 51 54 55 55

3.5 3570 Solid Door 52 36 45 52 55 56 56

3.5 3570 w/100 sq. in. window 52 36 45 52 55 56 56

3.5 3570 w/1296 sq. in.

window 52 36 45 52 55 56 56

4 4070 Solid Door 53 37 46 53 56 57 57

4 4070 w/100 sq. in. window 54 38 47 54 57 58 58

4070 w/1296 sq. in.

window 53 37 46 53 56 57 57

6 6070 Solid Door Not Tested

6 6070 w/100 sq. in. window

6070 w/1296 sq. in.

window 51 28 43 51 53 53 56

1�Hour

Rated

3 3070 Solid Door 49 38 42 47 48 53 52

3 3070 w/100 sq. in. window 48 35 41 47 48 52 53

3.5 3570 Solid Door

Not Tested

3.5 3570 w/100 sq. in. window

4 4070 Solid Door

4 4070 w/100 sq. in. window

6 6070 Solid Door

6 6070 w/100 sq. in. window

1.5 SUBMITTALS

A. Product Data: Manufacturer’s data sheets, installation instructions, and maintenance recommendations.

B. Product Test Reports: Indicating compliance of comparable manufactured assembly with performance requirements, from a qualified independent testing agency.

10th Floor – General Office Renovations SOUND CONTROL DOOR ASSEMBLIES 08 34 73 & 3

C. Shop Drawings: Provide schedule coordinated with project drawing notation indicating door design, jamb, head, and threshold conditions, rough opening, glazing sizes and types, and hardware reinforcement and preparations.

D. Operation and Maintenance Data.

E. Warranty: Submit document meeting warranty requirements of this Section.

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: Approved manufacturer listed in this section, with minimum [5] years experience in manufacturing sound�control door assemblies.

1. Approval of Comparable Products: Submit the following in accordance with project substitution requirements, within time period allowed for substitution review:

a. Product data, including test reports from a qualified independent testing agency indicating products meet performance requirements of this section.

b. Project references: Minimum of 5 similar installations in place not less than [3] years old, with owner contact information.

c. Sample warranty.

B. Installer Qualifications: Engage an experienced Installer with a record of successful installations for installation of sound control door assemblies and related door hardware.

C. Fire�Rated Sound�Control Door and Frame Assemblies: NFPA 80, listed and labeled by a testing and inspection agency acceptable to authorities having jurisdiction.

1. Test at equalized pressure per UL10C.

D. Safety Glass: Products complying with testing requirements in 16 CFR 1201 for Category II materials.

E. Accessibility Requirements: Comply with Americans with Disabilities Act/Architectural

Barriers Act (ADA/ABA), Accessibility Guidelines for Buildings and Facilities (ADAAG) and

ANSI A117.1

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle sound�control door assemblies in accordance with manufacturer’s recommendations. Ship to jobsite only after roughing�in, painting work, and other related finish work has been completed and installation areas are ready to accept units and recommended temperature and humidity levels will be maintained during the remainder of construction.

1.8 WARRANTY

A. Special Warranty: Manufacturer's written warranty indicating manufacturer’s intent to repair or replace components of sound�control door assemblies that fail in materials or workmanship within 5 years from date of Substantial Completion. Failures are defined to include, but are not limited to, the following:

1. Fracturing or breaking of unit components including doors and hardware resulting from normal use other than vandalism.

2. Warping or deterioration of components not resulting from leaks, flooding, or other uncontrolled moisture or humidity.

3. Failure of acoustical gaskets and seals.

10th Floor – General Office Renovations SOUND CONTROL DOOR ASSEMBLIES 08 34 73 & 4

PART 2 � PRODUCTS

2.1 MANUFACTURERS

A. Basis of Design: Sound�control door assembly design is based upon products of the manufacturer listed below. Provide basis of design product or approved comparable product.

1. Wenger Corporation, Owatonna, MN; Telephone: (800)4WENGER (800�493�6437);

Email: info@wengercorp.com; Website: www.wengercorp.com.

2. Or, equal manufacturer.

2.2 MATERIALS

A. Cold�Rolled Steel Sheet: ASTM A 1008/A 1008M, commercial steel, Type B.

B. Sound Insulation: Manufacturer's standard door and frame insulation as required to meet sound rating requirements.

2.3 SOUND�CONTROL DOOR ASSEMBLIES

A. Sound�Control Door Assembly : Provide sound�control door assemblies consisting of acoustically engineered door and frame combination with engineered sound seals, with the following characteristics:

1. Door Configuration: Single leaf.

2. Door Leaf Size: 36 inch (91 mm).

3. Glazing Lite Size, per Door: None.

4. Fire Rating: None.

5. Door Configuration, Size, Glazing Lite Size, and Fire Rating: As scheduled.

6. Assembly Sound Transmission Class (STC): As scheduled.

2.4 SOUND�CONTROL DOORS

A. General: Provide flush�type steel sound�control doors minimum 2�1/2 inch (64 mm) thick, with split, crimped, and gasketed isolation construction with harmonically unbalanced steel face thicknesses and window lite thicknesses. Fabricate without visible seams on exposed faces.

1. Core: Manufacturer's standard meeting specified STC rating.

2. Door Face Sheets: 14�gauge/0.067 inch� (1.7 mm�) and 12�gauge/0.093 inch (2.3 mm) cold�rolled steel sheet, on opposing faces.

B. Hardware Reinforcement: Reinforcement for hinges, lock face, flush bolts, closers, and concealed holders: Hot� or cold� rolled steel sheet, minimum 0.067 inch (1.7 mm).

C. Acoustic Vision Lite Assembly: Metal�framed unit consisting of harmonic vibration�resistant 1/4 and 3/8 inch (6.0 and 9.0 mm) thick laminated glazing with 2.81 inch (71 mm) interspace.

2.5 SOUND�CONTROL DOOR FRAMES

A. General: Fabricate sound�control door frames from 14�gauge/0.067 inch� (1.7 mm�) cold�rolled steel sheet with full�welded unit construction, with split frame design and integrated frame support for metal threshold. Miter and reinforce corners.

1. Frame Acoustic Liner, Non�Fire�Rated Doors: Factory�installed sound�absorbing material behind acoustic seal rabbet, B. Hardware Reinforcement: Reinforcement where required for hinges, lock face, and closers:

Minimum 0.067 inch (1.7 mm).

10th Floor – General Office Renovations SOUND CONTROL DOOR ASSEMBLIES 08 34 73 & 5

2.6 DOOR HARDWARE

A. General: Provide manufacturer's standard acoustical seals, threshold, and hinges required to achieve sound control performance requirements specified.

B. Acoustical Seals:

1. Head and Jambs, Non�Fire�Rated Doors: Extruded flexible vinyl with dual magnetic seals, uninterrupted at hinge and latch.

2. Head and Jambs, Fire Rated Doors: Silicone compression seal, uninterrupted at hinge and latch, with intumescent material in jamb meeting requirements of fire�resistance assembly specified in Quality Assurance Article.

3. Door Bottom: Fixed in place foam and fiberglass�backed, teflon�coated sweep seal, field� adjustable, providing sound control seal without mechanical drop operation.

C. Hinge: Cam�lift wrap�around continuous barrel�type hinge.

D. Metal Threshold: Flat, smooth plate stainless steel, 5/16 inch (7.9 mm) high, profiled to provide sound control seal with door bottom seal.

E. Lockset: Provide door with standard mortise pocket prepared to receive mortise lockset specified in another Division 08 section and frame prepared to receive standard strike plate, with door edge and frame cover plates included.

F. Other Door Hardware: Refer to requirements of Division 08 door hardware section.

G. Fasteners: Refer to Division 06 Rough Carpentry section for fasteners required to attach door frame to substrate.

2.7 FABRICATION

A. General: Fabricate sound�control door assemblies to same tolerances as tested units meeting performance requirements. Form surfaces smooth and flush with invisible joints when doors are closed. Factory�assemble doors, frames, manufacturer�provided hardware, and glazed lites.

B. Doors: Form metal doors to required sizes with minimum radius. Join door faces at vertical edges by welding or crimping method identical to manufacturer's tested units.

C. Frames: Form metal frames to required sizes with minimum radius. Weld joints continuously.

Make joints smooth, flush, and invisible. Provide plaster guards where required to contain grout or mortar.

D. Hardware Preparation: Factory�prepare assemblies to received hardware. Comply with

ANSI A115.1. Prepare for hardware mounting as recommended by manufacturer in accordance with manufacturer's acoustically tested assemblies.

2.8 FINISHES

A. Primer: Factory primed for field�applied painted finish: Manufacturer's standard, lead� and chromate�free primer, ANSI A250.10, minimum 0.7 mils (0.018 mm) thick.

PART 3 � EXECUTION

3.1 EXAMINATION

A. Examine condition of openings and substrates with Installer for compliance with requirements for installation tolerances and other existing conditions affecting installation and performance of

10th Floor – General Office Renovations SOUND CONTROL DOOR ASSEMBLIES 08 34 73 & 6 sound�control door assemblies. Proceed with unit installation upon correction of unsatisfactory conditions.

3.2 PREPARATION

A. Adjustment: Prior to installation, adjust sound�control door frames to within tolerances recommended by manufacturer.

B. Prepare doors and frames to accept field�applied door hardware specified in other sections. Apply bituminous coating to inside surfaces of frames to be filled with mortar or grout. Do not otherwise modify doors and frames in the field.

3.3 INSTALLATION

A. Install units plumb, square, in proper alignment and secured to opening, within manufacturer's recommended tolerances. Comply with manufacturer's installation instructions and approved submittals.

1. Masonry and Concrete Walls: Where indicated, fill space between frames and adjacent wall construction with mortar or grout. Where required, pump frames full after installation;

plug and fill grout access holes.

B. Install hardware uniformly and precisely, using supplied shims. Apply sealant to threshold and both sides of frame cross member under threshold. Allow for final adjustment of hardware following installation.

C. Adjust units and hardware so doors operate smoothly without warp or bind and close with uniform frame alignment and seal compression.

D. Fire�Rated Openings: Comply with NFPA 80.

3.4 CLEANING AND PROTECTING

A. Repair or replace defective work as directed by Architect upon inspection.

B. Clean unit surfaces. Touch up, refinish, or replace damaged components in a manner acceptable to Architect.

C. Turn over keys, tools, and operating and maintenance instructions to Owner.

END OF SECTION 08 34 73

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 1

SECTION 08 71 00 – FINISH HARDWARE

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes furnishing items known commercially as finish or door hardware that are required for swing, sliding, and folding doors, except special types of unique hardware specified in the same sections as the doors and door frames on which they are installed.

1. Butt Hinges

2. Cylinders

3. Locks and Latches

4. Keypad Locks

5. Exit Devices

6. Closers

7. Automatic Operators

8. Protection Plates

9. Door Stops

10. Sound seals

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 – Submittals

2. Division 1– Quality Requirements

3. Division 1– Temporary Facilities and Controls

4. Division 6 – Rough Carpentry

5. Division 16 – Electrical

1.03 REFERENCES

A. Applicable publications: 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.

B. American National Standards Institute (ANSI)

1. ANSI A117.1?1998, Providing Accessibility and Usability for Physically Handicapped

People

2. ANSI/BHMA A156.1?1997, Butts and Hinges

3. ANSI/BHMA A156.3?1994, Exit Devices

4. ANSI/BHMA A156.4?1992, Door Controls?Closers

5. ANSI/BHMA A156.6?2001, Architectural Door Trim

6. ANSI/BHMA A156.7?1997, Template Hinge Dimensions

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 2

Louisville, KY

7. ANSI/BHMA A156.13?1994, Locks & Latches, Mortise

8. ANSI/BHMA A156.16?1997, Auxiliary Hardware

9. ANSI/BHMA A156.18?1993, Materials and Finishes

C. American Society for Testing and Materials (ASTM)

1. ASTM?E2074?2001 ? Standard Test Method for Fire Tests of Door Assemblies, Including

Positive Pressure Testing of Side?Hinged and Pivoted Swinging Door Assemblies

D. Code of Federal Regulations (CFR)

Americans with Disabilities Act (ADA)

1. 28?CFR Part 36, Appendix A Accessibility Guidelines for Buildings and Facilities

E. Door and Hardware Institute (DHI)

1. Keying Systems and Nomenclature, 1989 edition.

2. Hardware for Labeled Fire Doors, January 1996 edition.

3. Sequence and Format for the Hardware Schedule, January 1996 edition.

4. Abbreviations and Symbols, September 1983 edition.

F. National Fire Protection Association (NFPA)

1. NFPA 80 Standard for Fire Doors and Windows, 1999 edition.

2. NFPA 101 Life Safety Code, 2003 edition.

3. NFPA 105 Recommended Practice for the Installation of Smoke?Control Door Assemblies, 1999 edition.

4. NFPA 252 Standard Methods of Fire Tests of Door Assemblies, 1995 edition.

G. Steel Door Institute (SDI)

1. SDI 100 Recommended Specifications for Standard Steel Doors and Frames, 1998 edition.

H. Underwriter's Laboratories, Inc. (UL) ? UL Standards for Safety:

1. UL 10C?97 Positive Pressure Fire Tests of Door Assemblies

2. UL 228 Door Closer?Holders, With or Without Integral Smoke Detectors

3. UL 305 Panic Hardware

1.04 SUBMITTALS

A. General: Each requirement listed under headings below shall be submitted in relation to all items specified in this section. The submittal for each heading shall be compiled by the

Contractor and submitted complete and in its entirety.

B. Shop Drawings: Submit complete hardware schedule, catalog cut sheets, templates, and specifications for all hardware set items.

1. Final Hardware Schedule Content:

a) Type, style, function, size, hand, and finish of each hardware item.

b) Name and manufacturer of each item.

c) Fastenings and other pertinent information.

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 3

Louisville, KY

d) Location of each hardware set cross?referenced to indications on Drawings both on floor plans and in door and frame schedule.

e) Index and explanation of all abbreviations, symbols, and codes contained in schedule.

f) Mounting locations for hardware.

g) Door and frame sizes and materials.

h) Keying information.

i) Cross?reference numbers used within schedule deviating from those specified.

Column 1: State specified item and manufacturer.

Column 2: State prior approved substituted item and its manufacturer.

2. Production and Delivery Schedule: Submit a production and delivery schedule as well as all templates to be forwarded to other trades involved in hardware preparation work.

3. Templates: Templates for doors, frames, and other work specified to be factory prepared for the installation of door hardware. Check shop drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements.

4. Operations and Maintenance Data: The manufacturer shall furnish the owner a

OPERATIONS AND MAINTENANCE MANUAL. Information shall be bound in a 3?ring loose?leaf binder with project name and address on the front cover and spine. Submit in accordance with Section 01770 Closeout Procedures. In this manual are to be one copy of each of the following:

a. Name, address, phone and fax for the Finish Hardware supplier.

b. Name, address, phone and fax number for the local manufacturers representative for each manufacturers who’s products have been used on this project.

c. Specification Section 08710 Finish Hardware.

d. “AS BUILT” Door and Frame Schedule.

e. “AS BUILT” Finish Hardware schedule.

f. “AS BUILT” Keying Schedule.

g. Hardware manufacturers maintenance instructions, if any.

h. Fully executed Warranty(s) for finish hardware.

i. Specifications for related sections.

5. Abbreviations: Use abbreviations per DHI publication Abbreviations and Symbols.

1.05 QUALITY ASSURANCE

A. Manufacturers Requirements: Repair or replace damaged or defective materials prior to shipment. If product is repaired it is to meet all QA requirements for said product.

B. Supplier Qualifications: A recognized architectural door hardware supplier, with office and warehousing facilities in the Project's vicinity, that has a record of successful in?service performance for supplying door hardware similar in quantity, type, and quality to that indicated for this Project and that employs an experienced architectural hardware consultant (AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the course of the Work, for consultation, or a person with equivalent experience.

Supplier to schedule and provide hardware in compliance with manufacturers

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 4

Louisville, KY recommendations. Require supplier to meet with installer prior to beginning of installation of door hardware. See above requirements for keying schedule.

C. Installer Requirements: The General Contractor is responsible for obtaining and correctly installing all of the door and lock hardware. The locks and door hardware for this project require very precise fit and alignment for proper operation. It is imperative that the contractor ensure that all doors, frames, and lock hardware be properly installed and aligned for smooth operation and that ther will not be any binding of sagging over time.

The contractor shall use a certified locksmith installer for all locksets.

D. Regulatory Requirements: Comply with requirements of NFPA 80, NFPA101 and NFPA

252 in providing hardware for fire rated openings.

E. End User Training: Material supplier to conduct a comprehensive training class for the owners maintenance personnel prior to date of acceptance on any special application mechanical hardware provided under this Section.

F. Product Standards:

1. Hinges, Mortise Locks and Latches, Closers, Thresholds, Trim, Finishes and other miscellaneous hardware: Complying with requirements of ANSI A156 standards for quality, construction, performance and operation applicable for specified hardware.

G. Substitutions: Submit requests for substitution no less than ten days prior to bid date and accordance with the requirements set fourth in Division 1.

H. Pre?Installation Conference: Required attendance for the General Contractor's Project

Manager & Superintendant, material supplier and installer.

I. Keying Meeting: The Contractor shall be responsible for scheduling, coordinating and documenting a Keying Meeting with owner, Architect and suppliers to establish and review requirements for the project. Notify participants of time and place of meeting at least seven days in advance.Incorporate and coordinate all hardware in the Project to provide for a complete unified system of keying. A complete keying schedule shall be submitted to the

Architect and Owner for review after meeting.

1.06 DELIVERY AND STORAGE

A. Tag each item or package according to the approved finish hardware schedule, and include manufacturers instructions with each item or package.

B. Deliver hardware in manufacturers original packaging.

C. Inventory door hardware jointly with representatives of hardware supplier and hardware installer until each is satisfied that count is correct.

D. Deliver individually packaged door hardware items promptly to place of installation (shop or Project site).

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 5

E. Provide secure lock?up for door hardware delivered to the Project, but not yet installed.

Control handling and installation of hardware items that are not immediately replaceable so that completion of the Work will not be delayed by hardware losses both before and after installation.

F. Store Finish Hardware per manufacturers recommendations.

1.07 WARRANTY

A. Warranty to comply with requirements set fourth in Division 1. Warranty to commence at date of acceptance. Furnish manufacturers’ limited warranty covering defects in materials and workmanship for periods indicated as follows:

Door Closers: Minimum Ten years

Locksets: Minimum Seven years

Exit Devices: Minimum Five years

All other hardware: Minimum One year

1.08 MAINTENANCE

A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. These tools are limited to tools that are manufactured by the hardware manufacturers for the products used on this project .ie spanner wrenches, closer adjustment tools.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Manufacturers listed have products specified in this section. Only the manufacturers' products specifically listed are acceptable, subject to meeting or exceeding the requirements specified.

B. Unless otherwise specified, acceptable manufacturers listed as follows are referred to in this section hereinafter by their first or common trade names:

1. Bommer Industries

2. CodeLocks

3. Dorma

4. LCN Closers

5. McKinney

6. National Guard Products, Inc.

7. Pemko Mfg. Co.

8. Reese Enterprises, Inc.

9. Rockwood Mfg. Co.

10. Trimco

11. Simplex

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 6

2.02 HINGES

A. Full Mortise Butt Hinges: Provide templated, heavy weight hinges. Furnish flathead screws with each hinge. Provide non?removable pins. Size hinges in accordance with specified manufacturer’s published recommendations. Furnish one pair of hinges for all doors up to

5'0" high. Furnish one hinge for each additional 2?1/2 feet or fraction thereof. Furnish flathead screws with each hinge. Furnish wide throw hinges in areas that require extra clearance for the door to open at least 90 degrees.

2.03 KEY CYLINDERS AND KEYING

A. Key Cylinders: Provide seven?pin removable core patent key cylinders meeting ANSI

Grade 1 Security. Supply manufacturer's standard size cylinder as required to accommodate specified hardware. Include security cylinder rings, extensions and collars as required to accommodate installation. Provide factory original keys of nickel silver.

B. Acceptable manufacturers and products:

1. Dorma SKC

2. Sargent Signature

3. Corbin/Russwin

4. Approved equal.

C. Keying:

1. Key Systems: Create a new master key system. System shall be keyed in sets as directed by Owner.

2. Key Quantities: Provide number of keys indicated. Quantities indicated shall be used as the basis for adjustments, if required, after keying is established with Owner. Coordinate number of keys furnished with key cabinets (and key safes). Lock openings shall include door openings, pass openings and other similar openings scheduled with locks.

a. Provide 2 each change keys per lock.

b. Provide 3 each Master Keys per key group.

c. Provide 2 each Grand Master keys per key group.

d. Provide 30 extra key blanks to the owner.

3. Key Control: All keys shall be accounted for at all times and delivered to the designated personnel as directed by Owner. Index, tag and deliver keys in sealed containers;

shipped direct to Owner by prepaid registered mail or other secure method acceptable to

Owner. All keys assigned to Contractor shall be surrendered to Owner upon completion of the project. The Owner will provide a receipt for all keys received. If at any time a key cannot be accounted for, the lock cylinder shall be re?keyed, or the entire lock replaced if re?keying is not possible, at no additional cost to the Owner.

4. Key Identification: Each key shall be stamped or engraved with the key set per the approved key schedule in addition to the manufacturer’s standard markings. All keys shall be stamped “DO NOT DUPLICATE”.

2.04 KEYPAD LOCKS

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 7

Louisville, KY

A. KABA Simplex:

1. E?Plex 5700 series

2. Enterprise Software Implementation Kit

3. USB Prox Reader

2.05 BORED LOCKS AND LATCHSETS:

A. Furnish a heavy?duty key in lever bored lockset designed to exceed the requirements of

ANSI 156.2, Series 4000, Grade 1. Provide a 4?7/8” curved lip strike plate for all hollow metal frames. Furnish brass latchbolts with a ½” minimum throw and 2?3/4” backset.

Furnish locksets with a 3?1/2” minimum rose and a lever not to exceed 4?1/2” from the center of the lock to the end of the lever. Furnish locksets with a straight lever that returns to within a ½” of the door. Furnish a knurled outside lever on all mechanical, electrical doors, and at any hazardous areas where the vision impaired may be at risk. Furnish battery powered push button stand alone locks where specified.

1. Acceptable manufacturers:

a) Dorma CL800 Series LRC design

b) Sargent 10?Line LL design

c) Corbin/Russwin CL3300 NZD

2.06 EXIT DEVICES/TRIM/AND MULLIONS

A. Furnish key cylinder control of latch dogging. All exit devices shall be mounted on the door per the door manufacturer’s requirements. Provide glass bead conversion kits to shim exit devices on doors with raised glass beads as required. All exit devices shall be one manufacturer. No deviation will be considered. Lever trim shall be solid case material with a vandal resistant feature to limit damage to the unit from vandalism. Hardware to comply with ANSI A156.3, Grade 1 requirements. Mount all exit devices with thru?bolts. Mount all exit devices at 40” centerline. Furnish key removable mullions with stabilizer kits on pairs of doors where specified.

Furnish steel mullions on fire?rated openings where specified.

1. Acceptable manufacturers and products:

a) Dorma 9300

b) Sargent 8800

c) Von Duprin 99

d) Or, Equal.

2.07 DOOR CLOSERS

A. Door closers shall have fully hydraulic, full rack and pinion action. All closers shall utilize a stable all weather fluid without seasonal adjustment of closer speed to properly close the

10th Floor – General Office Renovations FINISH HARDWARE 08 71 00 8

Louisville, KY door. Closers for fire?rated doors shall be provided with temperature stabilizing fluid that complies with standards UBC 7?2 (1997) and UL 10C, as required. Closers shall be multi sized and non?handed. Provide full closer cover. Stake or captivate all closer adjustment valves.