NORTHGATE LINK EXTENSION CONTRACT TBM … 0001-13 Volume 2... · CONTRACT SPECIFICATIONS ... Division 01 - General Requirements . 01 11 00 Summary of Wor k 01 12 19 Contract Interface

INVITATIONFORBID

NORTHGATELINKEXTENSIONCONTRACTN125

TBMTUNNELS(UWTOMAPLELEAFPORTAL)

IFBNO.RTA/CN000113

VOLUME2OF5

Book2of2

CONTRACTSPECIFICATIONS

MARCH2013

THEPREPARATIONOF THISDOCUMENTHASBEEN FINANCED INPART THROUGHAGRANTFROM THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION,UNDERTHEURBANMASSTRANSPORTATIONACTOF1964,ASAMENDED,AND INPARTBYTHECENTRALPUGETSOUNDREGIONALAUTHORITY(SOUNDTRANSIT).

THISPROCUREMENTMAYBESUBJECTTOONEORMOREFINANCIALASSISTANCECONTRACTSBETWEEN SOUND TRANSIT AND THE U.S. DEPARTMENT OF TRANSPORTATION, WHICHINCORPORATETHECURRENTFTAMASTERAGREEMENTANDCIRCULAR4220.1FASAMENDED.U.S. DEPARTMENT OF TRANSPORTATIONS LEVEL OF FINANCIAL ASSISTANCE MAY BEBETWEENZEROANDEIGHTYPERCENT(080%).

NORTHGATE LINK EXTENSION

IFB NO. RTA/CN 0001-13

CONTRACT N125

TBM TUNNELS (UW TO MAPLE LEAF PORTAL)

VOLUME 2 (Book 2 of 2)

CONTRACT SPECIFICATIONS

ISSUED FOR BID

MARCH 2013

PREPARED BY:

NORTHGATE LINK EXTENSION TABLE OF CONTENTS IFB NO. RTA/CN 0001-13 TBM TUNNELS CONTRACT N125 (UW TO MAPLE LEAF PORTAL) PAGE 1

SOUND TRANSIT

NORTH LINK LIGHT RAIL

CONTRACT N125

TBM TUNNELS (UW TO MAPLE LEAF PORTAL)


TABLE OF CONTENTS

BOOK 1 OF 2

Division 01 - General Requirements

01 11 00 Summary of Work 01 12 19 Contract Interface 01 20 00 Price and Payment Procedures 01 20 10 Incentive Provisions 01 25 00 Substitution Procedures 01 31 19 Project Meetings 01 31 25 Document Control and Internet-Based Document Management System 01 32 13.10 Scheduling of Work 01 32 33 Photographic Documentation 01 33 00 Submittal Procedures 01 35 29.20 Health, Safety, Security and Emergency Response Procedures 01 35 43.16 Hazardous and Contaminated Substance Health and Safety Program 01 35 45 Hazardous and Contaminated Substance Air Monitoring 01 35 93 Archaeological Finds 01 45 00.10 Quality Assurance / Quality Control 01 50 00 Temporary Facilities and Controls 01 51 15 Temporary Electrical Power 01 53 13 Contractor Designed Temporary Bridges 01 55 00 Vehicular Access and Parking 01 55 26 Traffic Control 01 56 39 Temporary Tree and Plant Protection 01 57 13 Temporary Erosion and Sediment Control 01 57 15 Temporary Construction Noise Control 01 57 19 Temporary Environmental Controls 01 57 23 Temporary Construction Vibration and Ground Borne Noise Control 01 57 24 Temporary Site Water Discharge 01 60 00 Product Requirements 01 71 23 Field Engineering 01 71 30 Protection and Maintenance of Property and Work 01 74 00 Cleaning and Waste Management 01 74 01 Excavation Spoils and Muck Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 As-Built Documents 01 91 00 Owner Designed Temporary Bridges 01 91 13 General Commissioning Requirements


Division 02 - Existing Conditions

02 41 00 Demolition 02 61 13 Excavation and Handling of Contaminated Material 02 80 00 Removal and Handling of Coal Tar-Containing Materials 02 82 33 Removal and Disposal of Asbestos Containing Materials

Division 03 - Concrete

03 05 15 Portland Cement Concrete 03 11 00 Concrete Forming 03 15 00 Concrete Accessories 03 15 13 Waterstops 03 15 25 Anchorage to Concrete 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 35 00 Concrete Finishing 03 37 13 Shotcrete for Excavation Wall Facings 03 62 00 Non-Shrink Grouting

Division 04 - Masonry

04 20 00 Unit Masonry

Division 05 - Metals

05 05 13 Shop-Applied Coatings for Metal 05 05 14 Fluoropolymer Coatings for Metal 05 05 23 Metal Fastenings 05 12 00 Structural Steel Framing 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrications 05 52 14 Metal Handrails

Division 06 - Wood, Plastics, and Composites

06 10 00 Rough Carpentry 06 82 00 Glass-Fiber-Reinforced Plastic

Division 07 - Thermal and Moisture Protection

07 10 00 Waterproofing 07 42 13 Metal Wall Panels 07 84 00 Firestopping 07 92 00 Joint Sealants


TABLE OF CONTENTS

BOOK 2 OF 2

Division 08 - Openings

08 11 13 Hollow Metal Doors and Frames 08 71 00 Door Hardware

Division 09 - Finishes

09 90 00 Painting and Coating

Division 10 - Specialties

10 14 53 Traffic Signage 10 14 55 Tunnel Signage

Division 21 - Fire Suppression

21 05 00 Common Work Results for Fire Suppression 21 08 00 Commissioning of Fire Suppression 21 12 00 Fire Suppression Standpipes

Division 22 - Plumbing

22 05 00 Common Work Results for Plumbing 22 05 50 Mechanical Identification 22 08 00 Commissioning of Plumbing 22 14 01 Drainage System for Structures 22 14 10 Tunnel Track Drainage Pumping Station Piping and Appurtenances 22 14 20 Well Casing and Force Main

Division 23 - Heating, Ventilating, and Air Conditioning

23 07 00 HVAC Insulation 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 37 13 Diffusers, Registers, and Grilles


Division 26 - Electrical

26 05 00 Common Work Results for Electrical 26 05 25 Wire and Cable 26 05 26 Grounding and Bonding for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 53 Identification for Electrical Systems 26 08 00 Commissioning of Electrical Systems 26 24 16 Panelboards 26 28 15 Enclosed Switches and Fuses 26 29 13 Enclosed Motor and Lighting Controllers 26 33 53 Static Uninterruptible Power Supply 26 42 50 Tunnel Corrosion Control 26 51 14 Lighting Systems

Division 28 - Electronic Safety and Security

28 08 00 Commissioning of Electronic Safety and Security 28 31 00 Fire Detection and Alarm

Division 31 - Earthwork

31 09 00 Geotechnical Instrumentation and Monitoring of Earthwork 31 09 13.50 Tunnel Instrumentation and Monitoring 31 11 00 Clearing and Grubbing 31 20 00 Earth Moving 31 23 19 Dewatering 31 23 33 Trenching and Backfilling 31 32 13.36 Jet Grouting Soil Stabilization 31 32 36 Soil Nailing 31 50 00 Excavation Support and Protection 31 51 00 Anchor Tiebacks 31 54 00 Ground Freezing 31 63 00 Drilled Shaft Foundations 31 71 19 Tunnel Excavation by Tunnel Boring Machine 31 71 23 Tunnel Excavation by Sequential Excavation Method 31 71 26 Tunnel Rescue 31 73 23 Tail Void Grouting 31 74 16 Precast Concrete Tunnel Lining 31 74 19.05 Shotcrete for SEM Tunnels


Division 32 - Exterior Improvements

32 11 23 Aggregate Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 16 13 Concrete Curbs and Gutters 32 17 23 Pavement Markings 32 31 13 Chain Link Fences and Gates 32 32 16 Temporary Gravity Block Wall 32 32 34 Mechanically Stabilized Earth Walls 32 84 00 Planting Irrigation 32 90 00 Planting 32 92 00 Turf and Grasses

Division 33 - Utilities

33 01 00 Operation and Maintenance of Utilities 33 11 00 Water Utility Distribution Piping 33 11 14 Water Transmission Main Piping 33 30 00 Sanitary Sewerage Utilities 33 40 00 Storm Drainage Utilities

Division 34 - Transportation

34 41 13 Traffic Signals

END OF TABLE OF CONTENTS


THIS PAGE INTENTIONALLY LEFT BLANK

NORTHGATE LINK EXTENSION TBM TUNNELS (UW TO MAPLE LEAF PORTAL)

SECTION 08 11 13 IFB NO. RTA/CN 0001-13 CONTRACT N125

HOLLOW METAL DOORS AND

FRAMES PAGE 1 OF 8


SECTION 08 11 13

HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes specifications for fire-rated steel doors and frames, and accessories for cross passage and University of Washington TBM retrieval shaft storage room doors.

B. Related Sections: The work of the following Sections is related to the work of this Section. Other Sections, not referenced below, may also be related to the proper performance of this work.

1. Section 01 25 00, Substitution Procedures.

2. Section 08 71 00, Door Hardware.

1.02 REFERENCES

A. This Section incorporates by reference the latest revisions of the following documents.

1. American National Standards Institute (ANSI)

a. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council.

b. ANSI/SDI A250.8 - Recommended Specifications for Standard Steel Doors and Frames.

c. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames.

2. American Society for Testing and Materials (ASTM)

a. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

b. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

3. Door and Hardware Institute (DHI)

a. DHI A115 Series - Specifications for Steel Doors and Frame Preparation for Hardware.

4. National Association of Architectural Metal Manufacturers (NAAMM)

a. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames.

5. National Fire Protection Association (NFPA)




FRAMES PAGE 2 OF 8

a. NFPA 80 - Standard for Fire Doors and Fire Windows.

6. Underwriters Laboratories Incorporated (UL)

a. UL 10C Standard for Positive Pressure Fire Tests on Door Assemblies.

1.03 SUBMITTALS

A. Procedures: Section 01 33 00, Submittal Procedures.

B. Product Data: Materials and details of design and construction, hardware locations, reinforcement type and locations, anchorage and fastening methods, and finishes; and one copy of referenced grade standard.

C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and identifying location of different finishes, if any.

D. Samples: Submit two samples of metal, 2 by 2 inches in size showing factory finishes, colors, and surface texture.

E. Installation Instructions: Manufacturer's published instructions, including any special installation instructions relating to this project.

F. Completed Cross Passage Door Verification Checklist.

1.04 QUALITY ASSURANCE

A. Manufacturer: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

B. Maintain at the project site a copy of all reference standards dealing with installation.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Store in accordance with NAAMM HMMA 840.

B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Steel Doors and Frames:

1. Ceco Door Products.

2. Steelcraft.

3. Members of the Steel Door Institute and of the National Association of Architectural Metal Manufacturers, subject to compliance with the specified requirements.

4. Substitutions: See Section 01 25 00, Substitution Procedures.

2.02 MATERIALS

A. Doors and Frames




FRAMES PAGE 3 OF 8

1. Requirements for All Doors and Frames:

a. Accessibility: Comply with ANSI/ICC A117.1.

b. Door Top Closures: Flush with top of faces and edges.

c. Door Edge Profile: Beveled on both edges.

d. Door Texture: Smooth faces.

e. Hardware Preparation: In accordance with DHI A115 Series, with reinforcement welded in place, in addition to other requirements specified in door grade standard.

f. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed), ASTM A 653/A 653M, A40 coating thickness.

g. Finish: Factory primed, for field painting.

2. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with all the specified requirements for each type; for instance, an exterior door that is also indicated as being sound-rated must comply with the requirements specified for exterior doors and for sound-rated doors; where two requirements conflict, comply with the most stringent.

3. Door and frame shall withstand static wind loads of 50 psf positive and negative when tested in accordance with ASTM E330.

B. Steel Doors

1. Doors, Fire Rated:

a. Grade: ANSI/SDI A250.8 Level 3, physical performance Level A, Model 2, seamless.

b. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A 653/A 653M, with manufacturer's standard coating thickness.

c. Fire Rating: As indicated on Door and Frame Schedule, tested in accordance with UL 10C.

1) Provide units listed and labeled by UL.

2) Attach fire rating label to each fire rated unit.

C. Steel Frames

1. General:

a. Comply with the requirements of grade specified for corresponding door.

1) ANSI/SDI A250.8 Level 3 Doors: Minimum 14 gage frames (typical, unless noted or specified otherwise).

b. Finish: Same as for door where doors are not factory-finished.

c. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be grouted.




FRAMES PAGE 4 OF 8

d. Frames Wider than 48 Inches: Reinforce with steel channel fitted tightly into frame head, flush with top.

2. Door Frames: Face welded, seamless with joints filled.

a. Galvanizing: All components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance with ASTM A 653/A 653M, with manufacturer's standard coating thickness.

b. Weather-stripping: See Section 08 71 00, Door Hardware.

c. Finish: Factory primed, for field finishing.

d. Fire Rating: Same as door, labeled.

D. Accessory Materials

1. Grout for Frames: Portland cement grout of maximum 4-inch slump for hand troweling; thinner pumpable grout is prohibited.

2. Silencers: Resilient rubber, fitted into drilled hole; three on strike side of single door, three on center mullion of pairs, and two on head of pairs without center mullions.

3. Temporary Frame Spreaders: Provide for all factory- or shop-assembled frames.

E. Finish Materials

1. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10.

2. Bituminous Coating: Asphalt emulsion or other high-build, water-resistant, resilient coating.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Verify existing conditions before starting work.

B. Verify that opening sizes and tolerances are acceptable.

3.02 PREPARATION

A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, prior to installation.

B. Coat inside of grouted frames with bituminous coating to a thickness of 1/16 inch.

3.03 INSTALLATION

A. Install in accordance with the requirements of the specified door grade standard and NAAMM HMMA 840.

B. In addition, install fire rated units in accordance with NFPA 80.

C. Coordinate frame anchor placement with wall construction.

D. Grouting Door Frames:




FRAMES PAGE 5 OF 8

1. Concrete Walls: Solidly fill space between frames and concrete with grout. Take precautions, including bracing frames, to ensure that frames are not deformed or damaged by grout forces.

E. Coordinate installation of all hardware.

F. Coordinate installation of all electrical connections to electrical hardware items.

G. Touch up damaged factory finishes.

3.04 CONSTRUCTION

A. Erection Tolerances

1. Clearances between Door and Frame: As specified in ANSI/SDI A250.8.

2. Maximum Diagonal Distortion: 1/16 in measured with straight edge, corner to corner.

3.05 ADJUSTING

A. Adjust for smooth and balanced door movement.

B. Fill out a Cross Passage Door Verification Checklist for each door installed at the cross passages. An example of the Checklist is shown at the end of this Section. Arrange to complete the tests noted on the Checklist in the presence of Resident Engineer. Submit completed Checklist at the completion of door installation and inspection.

3.06 SCHEDULES

A. Refer to Door and Frame Schedule on the Contract Drawings.

B. Refer to Section 08 71 00, Door Hardware.

3.07 EXHIBITS

A. Exhibit A Example Cross Passage Door Verification Checklist

END OF SECTION




FRAMES PAGE 6 OF 8



SECTION 08 11 13 - EXHIBIT A IFB NO. RTA/CN 0001-13 CONTRACT N125

EXAMPLE CROSS PASSAGE DOOR

VERIFICATION CHECKLIST PAGE 7 OF 8

SECTION 08 11 13 - EXHIBIT A

EXAMPLE CROSS PASSAGE DOOR VERIFICATION CHECKLIST

CP # Door #

Latch Force (5 lbf Max)

Aggregate Door Opening Force (15 lbf

Max)

Magnetic Door Position

Switch ( measured

at switch)

Door Latches Shut

Smooth Operation

Throughout Swing Notes

Signature of CM Inspector

(lbf) (lbf) (Satisfactory) (Satisfactory) (Satisfactory)

21 CP 21 - SB 21 CP 21 - NB 22 CP 22 - SB 22 CP 22 - NB 23 CP 23 - SB


SECTION 08 11 13 - EXHIBIT A IFB NO. RTA/CN 0001-13 CONTRACT N125

EXAMPLE CROSS PASSAGE DOOR

VERIFICATION CHECKLIST PAGE 8 OF 8




DOOR HARDWARE

PAGE 1 OF 6


SECTION 08 71 00

DOOR HARDWARE

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes specifications for all hardware items for cross passage and University of Washington TBM retrieval shaft storage room doors as indicated, including fasteners and miscellaneous materials.

B. Related Sections: The work of the following Sections is related to the work of this Section. Other Sections, not referenced below, may also be related to the proper performance of this work.

1. Section 01 25 00, Substitution Procedures.

2. Section 01 78 23, Operation and Maintenance Data.

3. Section 08 11 13, Hollow Metal Doors and Frames.

1.02 REFERENCES


1. National Fire Protection Agency (NFPA)

a. NFPA 80 Standard for Fire Doors and Windows

2. American National Standards Institute (ANSI)

a. ANSI 156.18 Materials and Finishes

3. American Society of Testing and Materials International (ASTM)

a. ASTM E330 Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

1.03 SUBMITTALS


B. Catalogue cuts for each item of hardware

C. Finish Hardware Schedule:

1. Six copies of the completely detailed Hardware Schedule.

2. List for each door opening separately, using a vertical format in accordance with the sample hardware set below:



DOOR HARDWARE

PAGE 2 OF 6

Door No. CP40-N HW1 One single door CP40-N Northbound tunnel to Cross passage 40 LHR 90 deg 3 feet x 7 feet x 1-3/4 inches W x HM 3 ea. Butts CB1900 US26D 4-1/2 x 4-1/2 1 ea. Lockset ML2051 LWA 630 SA114 M17 1 ea. Closer DC2200 689 M54 M72 M74 1 ea. Kickplate K0050 10 x 34 630 1 ea. Wall stop WC9X 626 3 ea. Silencers 64

D. Special Tools: Two sets of all special tools required for maintenance and installation.

E. Operations and Maintenance Data: Maintenance manuals in accordance with Section 01 78 23, Operation and Maintenance Data. Include:

1. As-built Hardware Schedule

2. Catalog cuts

3. Template lists with template information.

4. Warranty Certificates

F. Parts data for exit devices, locksets & closers, and catalog cuts of all electrical hardware, including manufacturers name.


A. Hardware Supplier Qualifications

1. Distributor shall have 5 years minimum experience supplying hardware for projects similar in type and scope.

2. Employ Architectural Hardware Consultants and licensed locksmiths who can be made available at all reasonable times during the course of hardware installation to meet with the Resident Engineer and Contractor for hardware or keying consultation.

B. Door hardware on fire rated openings: NFPA 80.

C. Substitutions: Section 01 25 00, Substitution Procedures.


A. Tag each item or package to clearly identify the item and its intended location.

B. Package in containers clearly marked with hardware set number.

C. Inventory hardware jointly with the Contractors installation staff and the suppliers representative until both the Contractor and the Contractors hardware suppliers representative are satisfied that the count is correct.

D. Check, sort, and store hardware in a dry, lockable storage space.



DOOR HARDWARE

PAGE 3 OF 6

1.06 WARRANTY

A. The finish hardware shall carry a limited warranty against defects in workmanship and operation for a period of one year from date of Substantial Completion. Door closers shall have a 10-year limited warranty.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Provide products listed in the Hardware Schedule in sufficient quantities to complete the job requirements. Items by alternate manufacturers are subject to review and acceptance by the Resident Engineer to ensure that they meet the specified requirements. Make requests for substitution in accordance with Section 01 25 00, Substitution Procedures.

B. Acceptable Manufacturers

1. Butts & Hinges: Bommer

a. Acceptable substitutions: Stanley, Hager, McKinney

2. Exit Devices: Von Duprin

a. Acceptable substitutions: Corbin Russwin, Sargent

3. Mortise Locksets: Corbin Russwin

a. Acceptable substitutions: Sargent, Schlage

4. Cylinders & Permanent Cores: BiLock

a. Acceptable substitutions: None

5. Surface Closers: Corbin Russwin

a. Acceptable substitutions: Norton, Sargent, LCN

6. Gasketing & Thresholds: Pemko

a. Acceptable substitutions: Reese, Zero

7. Flush Bolts and Accessories: Rockwood

a. McKinney, Trimco

8. Door Position Switch: Securitron

a. Acceptable substitutions: GE/Sentrol

C. Furnish any Item listed in the Hardware Schedule but not listed in this Section as shown in the Hardware Schedule unless otherwise approved by the Resident Engineer.

2.02 FINISHES

A. Finish hardware materials as follows, unless noted otherwise in the Hardware Schedule:

1. Butts: 630

2. Locksets: 630



DOOR HARDWARE

PAGE 4 OF 6

3. Closers: Aluminum

4. Exit Devices: 630

5. Thresholds: Aluminum

6. Misc. Items: 630

B. The designations used for the hardware finishes are those listed in ANSI/BHMA A156.18.

2.03 BUTTS

A. Type: As scheduled

B. Size: 3 feet wide and narrower - 4-1/2 inches by 4-1/2 inches. 3 feet 1 inch wide and over - 5 inches by 4-1/2 inches. Provide wide throw hinges where required due to trim applications or other conditions.

C. Quantity: Three each up to and including 90 inches in height. Add one additional hinge for every additional 30 inches or fraction thereof. Provide Dutch doors with a minimum of two pair of hinges. For unusual size or weight doors, furnish type, size, and quantity recommended by manufacturer.

2.04 DOOR CLOSERS, SURFACE

A. Furnish drop plates or other mounting plates where required. Provide closer of proper size and mounting style for each opening.

B. Furnish sex nuts and bolts for all doors.

C. Provide as specified in hardware groups.

2.05 GASKET AND THRESHOLD

A. Types as specified in hardware groups.

B. Provide material of proper size and configuration for the specified opening.

2.06 PRESSURE RESISTANCE

A. Hinges and locksets shall withstand static wind loads of 50 psf positive and negative when tested in accordance with ASTM E330.

PART 3 - EXECUTION

3.01 PREPARATION

A. Hardware Conference:

1. After receiving approved Hardware Schedule, arrange a meeting to be attended by the hardware supplier, Contractor, and Resident Engineer. Review and confirm all lockset function and electrical operations and conditions affecting the access controls and other electronic operators and controls. Obtain from the hardware supplier six complete copies of the keying schedule and explanations of the operation of the electronic hardware for distribution to the appropriate parties. Include in this document riser diagrams and point to point wiring diagrams to facilitate the correct installation of the material.

B. Templates:



DOOR HARDWARE

PAGE 5 OF 6

1. After receiving approved Hardware Schedule, supply templates or physical hardware to fabricator of factory prepared doors, frames, and other work affected.

3.02 INSTALLATION

A. Perform installation by skilled craftspersons, experienced in the installation of commercial builders hardware, and in accordance with the approved shop drawings of Section 08 11 13, Hollow Metal Doors and Frames.

B. Install according to manufacturers standard locations except as otherwise directed by the Resident Engineer. Where cutting and fitting are required to install hardware onto or into surfaces that are later to be finished, coordinate removal, storage and reinstallation with finishing work. Do not install surface mounted items until finishes have been completed on the substrates involved.

C. Set units level, plumb, and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation.

D. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards.

E. Weather-stripping and Seals: Comply with manufacturers instructions and recommendations to the extent installation requirements are not otherwise indicated.

3.03 ADJUSTING, CLEANING, AND DEMONSTRATING:

A. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate freely and smoothly or as intended for the application made.

B. Return to the installation during the week prior to Substantial Completion and make a final check and adjustment of all hardware items with the Resident Engineer. Clean and adjust operating items as necessary to restore proper function and finish of hardware and doors. Clean all adjacent surfaces soiled by hardware operation.

3.04 HARDWARE SCHEDULE

A. Refer to door schedule and related information concerning the following hardware groups. Quantities indicated in any instance are for supplier convenience only and are not guaranteed. NOTE: Electrical items are indicated by **//** for coordination with electrical subcontractor. Example: 1 each Magnetic holder FM998 **//**

B. Hardware Schedule by Group: HW1 Hinges BB5006 1 Exit Device 9875L-F x 996L-BE 1 Closer DC6210 1 Floor Stop 1211 1 set Smoke Seal S88GR 3 Door Silencers 608 1 Threshold 1715A 1 Door Bottom 29324CNB 1 set Door Position Switch DPS-M-GY **//**



DOOR HARDWARE

PAGE 6 OF 6

HW2 Hinges BB5006 1 set Auto Flush Bolts (HM) 1842 1 Dust Proof Strike 570 1 Coordinator 1600 Series 1 Lock (Storeroom) ML2057 PSA 1 Permanent Core PL2301QC 1 Mortise Cylinder 5361QC x CC (verify cam) 2 Closers DC6210 A11 1 Astragal x Gasket 357SS x S88GR 1 Gasket S88GR (head and jambs) 2 Door Silencers 608 2 Door Position Switch DPS-M-GY **//**

HW3 Hinges BB5006 1 Lock (Storeroom) ML2057PSA 1 Permanent Core PL2301QC 1 Mortise Cylinder 5361QC x CC (verify cam) 1 Closer DC5210 1 Floor Stop 1211 1 set Smoke Seal S88GR 3 Door Silencers 608 1 set Door Position Switch DPS-M-GY **//**

END OF SECTION



PAINTING AND COATING

PAGE 1 OF 8


SECTION 09 90 00


PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes specifications for surface preparation, painting, and finishing of hollow metal doors and frames and WF-1 wall finish. Surface preparation, priming, and finish coats specified in this Section are in addition to shop-priming and surface treatment specified under other Sections.

1.02 REFERENCES


1. Code of Federal Regulation

a. 40 CFR 59, Subpart D National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition

2. American Society of Testing and Materials (ASTM)

a. ASTM B499 Standard Test Method for Measurement of Coating Thicknesses by the Magnetic Method: Nonmagnetic Coatings on Magnetic Basis Metals

b. ASTM D16 Standard Terminology for Paint, Related Coatings, Materials, and Applications

c. ASTM D7091 Standard Practice for Nondestructive Measurement of Dry Film Thickness of Nonmagnetic Coatings Applied to Ferrous Metals and Nonmagnetic, Nonconductive Coatings Applied to Non-Ferrous Metals

d. ASTM D3359 Standard Test Methods for Measuring Adhesion by Tape Test

3. Architectural Specification Manual for Painting, Wallcovering, and Gypsum Wallboard Finishing (ASM), published by Specification Services, 1001 SW Klickitat Way, Suite 204, Seattle, WA 98134. (206) 343-7774

1.03 DEFINITIONS

A. Refer to ASTM D16 for interpretation of terms used in this Section.

1.04 SUBMITTALS


B. Product Data: Provide data on all finishing products, including VOC content.

1. Manufacturers technical information including label analysis and instructions for handling, storage, and application of each material proposed for use.




PAGE 2 OF 8

2. List each material and cross-reference the specific coating, finish system, and application. Identify each material by the manufacturers catalog number and general classification.

C. Samples: Submit four each color samples, 8 x 10 inch in size illustrating range of colors and textures available for each surface finishing product scheduled. Submit on representative substrate material.

D. Certifications:

1. By manufacturer that all paints and coatings comply with VOC limits specified.

2. By manufacturer that all paints and coatings do not contain any of the prohibited chemicals specified; GreenSeal GS-11 certification is not required but if provided shall constitute acceptable certification.

E. Manufacturer's Instructions: Indicate special surface preparation procedures.

F. Maintenance Data: Submit data on cleaning, touch-up, and repair of painted and coated surfaces.


A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this Section with minimum ten years documented experience.

B. Applicator Qualifications: Company specializing in performing the work of this Section, employing experienced applicators who have completed painting system applications similar in material and extent to those indicated that have resulted in a construction record of successful in-service performance with minimum five years experience.

1.06 REGULATORY REQUIREMENTS

A. Conform to applicable code for flame and smoke rating requirements for all products and finishes.


A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.

B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. Report any containers seen on site without Container Labels immediately to the Resident Engineer.

C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions.

1.08 ENVIRONMENTAL REQUIREMENTS

A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.

B. Do not apply coatings when relative humidity is outside the humidity ranges required by the paint product manufacturer.

1. Painting may continue when environmental conditions are outside of manufacturers ranges if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods.




PAGE 3 OF 8

C. Application Temperatures for all Paints: 50 degrees F minimum, 90 degrees F maximum, unless required otherwise by manufacturer's instructions.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Paints not otherwise specified: "First Quality" commercial products from Manufacturers listed in the ASM, subject to Resident Engineer's approval.

1. Sherwin Williams: www.sherwinwilliams.com.

2. ICI/Dulux Paints/Devoe Performance Coatings.

3. Parker Paint Co: www.parkerpaint.com.


B. Special Coating Systems for Metals:

1. Base Manufacturer: Sherwin Williams.


2.02 PAINTS AND COATINGS - GENERAL

A. Material Compatibility: Provide primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by the manufacturer based on testing and field experience.

B. Material Quality: Provide the manufacturers best-quality trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturers product identification will not be acceptable.

1. Proprietary Names: Use of manufacturers proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish the manufacturers material data and certificates of performance for proposed substitutions.

C. Colors: Provide custom color of the finished paint systems to match the Architects selection.

D. Paints and Coatings: Ready-mixed, except field-catalyzed coatings. Prepare pigments:

1. To a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating.

2. For good flow and brushing properties.

3. Capable of drying or curing free of streaks or sags.

E. Volatile Organic Compound (VOC) Content:

1. Provide coatings that comply with the most stringent requirements specified in the following:

http://www.parkerpaint.com/




PAGE 4 OF 8

a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings.

2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction.

F. Chemical Content: The following compounds are prohibited:

1. Aromatic Compounds: In excess of 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings).

2. Acrolein, acrylonitrile, antimony, benzene, butyl benzyl phthalate, cadmium, di (2-ethylhexyl) phthalate, di-n-butyl phthalate, di-n-octyl phthalate, 1,2-dichlorobenzene, diethyl phthalate, dimethyl phthalate, ethylbenzene, formaldehyde, hexavalent chromium, isophorone, lead, mercury, methyl ethyl ketone, methyl isobutyl ketone, methylene chloride, naphthalene, toluene (methylbenzene), 1,1,1-trichloroethane, vinyl chloride.

2.03 PAINT SYSTEMS

A. Special Coating System for Ferrous Metals:

1. First Coat: Sherwin Williams Recoatable Epoxy Primer. 4.0 6.0 mils dft.

2. Finish Coats: Sherwin Williams Corothane II. 2.0 4.0 mils dft.

3. Color: Sound Transit Light Gray: SW #8156-39372.

B. Coating System for WF-1 Cementitious Wall Panels

1. Primer: ICI Dulex Prep plus Prime 1040 High Build or approved equal later primer capable of 4.0 mils dft.

2. Intermediate and Finish Coats: ICI Dulux Life Master 9100 Latex or approval equal. Minimum 1.2 mils dft each coat.

3. Color: Sound Transit Light Gray matching Rodda #FS00B2659.

2.04 ACCESSORY MATERIALS

A. Accessory Materials: VOC-compliant linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified; commercial quality.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are ready to receive Work as instructed by the product manufacturer.

B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.

C. Test shop-applied primer for compatibility with subsequent cover materials. Surfaces receiving paint must be thoroughly dry before paint is applied.

1. Do not begin to apply paint until unsatisfactory conditions have been corrected.




PAGE 5 OF 8

2. Start of painting shall be at the Applicators acceptance of surfaces and conditions within a particular area.

D. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers.

1. Notify the Resident Engineer about anticipated problems using the materials specified over substrates primed by others.

3.02 PREPARATION

A. Surface Appurtenances: Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing. Remove items already installed that are not to be painted, or provide surface-applied protection prior to surface preparation and painting. Remove these items, if necessary, to completely paint the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the trades involved.

B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease prior to cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces.

C. Surfaces: Correct defects and clean surfaces which affect work of this Section, according to manufacturer's instructions. Remove or repair existing coatings that exhibit surface defects.

1. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing about anticipated problems using the specified finish-coat material with substrates primed by others

D. Marks: Seal with shellac those which may bleed through surface finishes.

E. Impervious Surfaces: Remove mildew by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry.

F. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item.

G. Metal Doors: Prime metal door top and bottom edge surfaces.

H. Materials Preparation: Carefully mix and prepare paint materials according to manufacturers directions.

1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue.

2. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using.

3. Use only thinners approved by the paint manufacturer and only within recommended limits.

3.03 APPLICATION

A. Paint all exposed door and frame surfaces whether or not colors are designated in schedules, except where a surface or material is specifically indicated not to be painted




PAGE 6 OF 8

or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Resident Engineer will select from specified colors or finishes for this project.

1. Finished metal surfaces not to be painted include:

a. Factory-finished aluminum.

b. Anodized aluminum.

c. Stainless steel.

d. Chromium plate.

e. Copper.

f. Bronze.

g. Brass.

2. Do not paint moving parts of operating equipment.

3. Labels: Do not paint over Underwriters Laboratories, Factory Mutual or other code-required labels or equipment name, identification, performance rating, or nomenclature plates.

B. Apply products in accordance with manufacturer's instructions. Use applicators and techniques best suited for substrate and type of material being applied.

C. Do not apply finishes to surfaces that are not dry. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. Allow applied coats to dry before next coat is applied.

D. Apply each coat to uniform appearance. Apply each coat of paint slightly darker than preceding coat unless otherwise approved.

1. Provide finish coats that are compatible with primers used.

2. The number of coats and the film thickness required are the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between each application entire surface to produce a smooth even surface according to the manufacturers directions.

3. Apply additional coats if undercoats, stains, or other conditions show through final coat of paint until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces.

4. The term exposed surfaces includes areas visible when permanent or built-in fixtures, convector covers, covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection.

5. Finish doors on tops, bottoms, and side edges same as exterior faces.

E. Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended by the manufacturer, to material that is required to be painted or finished.




PAGE 7 OF 8

F. Pigmented (Opaque) Finishes: Completely cover to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable.

G. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with specified requirements.

H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration.

1. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion.

I. Minimum Coating Thickness: Apply materials no thinner than the manufacturers recommended spreading rate. Provide the total dry film thickness of the entire system as scheduled.

J. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat.

3.04 FIELD QUALITY CONTROL

A. See Section 01 45 00.10, Quality Assurance / Quality Control, for general requirements for field inspection.

B. Sound Transit may engage the services of an independent testing agency to sample the paint material being used. Samples of material delivered to the Project will be taken, identified, sealed, and certified in the presence of the Contractor.

1. If test results show material being used does not comply with specified requirements, the Contractor may be directed to stop painting, remove non-complying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint from previously painted surfaces if, upon repainting with specified paint, the two coatings are incompatible.

C. Sound Transit may engage the services of an independent testing agency to test or inspection the applied coatings for adhesion and film thickness using, but not limited to, the following tests. Repair areas of coating that have been damaged due to testing or inspection.

1. ASTM B499 Standard Test Method for Measurement of Coating Thicknesses by the Magnetic Method: Nonmagnetic Coatings on Magnetic Basis Metals

2. ASTM D7091 Standard Practice for Nondestructive Measurement of Dry Film Thickness of Nonmagnetic Coatings Applied to Ferrous Metals and Nonmagnetic, Nonconductive Coatings Applied to Non-Ferrous Metals

3. ASTM D3359 Standard Test Methods for Measuring Adhesion by Tape Test

3.05 CLEANING

A. Collect waste material which may constitute a fire hazard, place in closed metal containers, and remove daily from site.

B. At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site.




PAGE 8 OF 8

C. Remove spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces.

3.06 PROTECTION

A. Protect work of other trades, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to the Resident Engineer.

B. Provide Wet Paint signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations.

C. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

END OF SECTION



TRAFFIC SIGNAGE

PAGE 1 OF 2


SECTION 10 14 53

TRAFFIC SIGNAGE

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes specifications for furnishing, installing and relocating traffic signs and/or posts, and removing and salvaging existing signs and/or posts as indicated.

1.02 REFERENCES


1. City of Seattle

a. City of Seattle Standard Specifications for Road, Bridge, and Municipal Construction, including provisions relating to delivery of maintenance and operations manuals, warranties, and acceptance testing.

b. City of Seattle Standard Plans for Municipal Construction.

c. Traffic Control Manual For In-Street Work

2. Washington State Department of Transportation (WSDOT)

a. Standard Specifications for Road, Bridge, and Municipal Construction, including applicable provisions relating to delivery of maintenance and operations manuals, warranties, and acceptance testing.

b. Standard Plans for Road, Bridge, and Municipal Construction

3. Federal Highway Administration (FHWA)

a. Manual on Uniform Traffic Control Devices (MUTCD)

1.03 SUBMITTALS


B. Product Data: Submit to the Resident Engineer for approval, the respective manufacturers' product data for signage materials.

PART 2 - PRODUCTS

2.01 MATERIALS

A. For signage on Sound Transit owned streets, roadways, and parking lots, use materials, including posts, as indicated on the Contract Drawings and conform to the applicable provisions of WSDOT 9-28, unless specified otherwise.

B. For roadway signage on streets, roadways, and parking areas that will be owned or maintained by WSDOT, City of Seattle, or the University of Washington, use materials that conform to the standards and requirements of the respective owner.



TRAFFIC SIGNAGE

PAGE 2 OF 2

PART 3 - EXECUTION

3.01 CONSTRUCTION

A. For traffic signs on streets, roadways and parking areas that will be owned or maintained by WSDOT, City of Seattle, or University of Washington, perform work described in this Section in accordance with the standard drawings and specifications of the respective owner. Use WSDOT standard drawings and specifications for University of Washington property.

B. Traffic sign, sign post, and post foundation removals and salvage will conform to requirements of City of Seattles standards and specifications.

C. Removal of traffic signs shall be performed upon approval from the Resident Engineer. Removal of traffic signs shall not result in a degradation of, or have an adverse effect on, traffic operations; and shall not result in violation of MUTCD standards.

END OF SECTION



TUNNEL SIGNAGE

PAGE 1 OF 4


SECTION 10 14 55

TUNNEL SIGNAGE

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes specifications for furnishing and installing permanent tunnel signage.

1. Tunnel Directional Exiting Signs

2. Cross Passage Identification Signs

3. Cross Passage Warning Signs

4. Milepost Markers

1.02 REFERENCES

A. This Section incorporates by reference the latest revisions of the following documents. In case of a conflict between the requirements of this Section and those of a listed document, the requirements of this Section shall prevail.

1. Washington State Department of Transportation (WSDOT)

a. Standard Specifications for Road, Bridge, and Municipal Construction

1) Section 9-28 Signing Materials and Fabrication

2. Society for Protective Coatings (SSPC)

a. SSPC-Paint 12 Cold Applied Asphalt Mastic Paint (Extra Thick Film)

1.03 SUBMITTALS


B. Product Data: Submit to the Resident Engineer for approval, the respective manufacturers' product data for signage materials.

C. Sign Schedule: Submit Sign Schedule using same designations specified or indicated on Drawings or in a sign schedule.

D. Shop Drawings: Submit shop drawings for all sign types with copy. Submit one full size drawing of each sign type.

E. Samples for Verification: For each type of sign assembly showing all components and with the required finishes, in manufacturer's standard size unless otherwise indicated and as follows:

1. Tunnel Signs: Not less than 12 inches (300 mm) square.

F. Qualifications Data: For Manufacturer.



TUNNEL SIGNAGE

PAGE 2 OF 4


A. Manufacturer Qualifications: Company specializing in manufacturing the product specified in this Section with a minimum 3 years of documented experience.

1.05 DELIVERY, STORAGE, HANDLING AND CLEANING

A. Store and handle materials to avoid damage to products and injury to installers.

B. At Substantial Completion, thoroughly wipe down and clean all installed signage.

1.06 WARRANTY

A. Written warranty for five-year period starting on date of substantial completion stating that manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Deterioration of finishes beyond normal weathering.

b. Deterioration of embedded graphic image.

c. Separation or delamination of sheet materials and components.

PART 2 - PRODUCTS

2.01 MATERIALS

A. For tunnel signage, fasteners and hardware, use materials as indicated on the Contract Drawings and conform to the applicable provisions of WSDOT 9-28, unless specified otherwise.

1. All signs to be Type III or IV reflective sheet material on aluminum sheet, unless otherwise noted.

2. All anchors to be Hilti Kwik Bolt 3 Expansion Anchors, Simpson Wedge-All Wedge Anchors, or approved equal. Provide stainless steel anchors unless noted otherwise.

PART 3 - EXECUTION

3.01 EXAMINATION

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

B. Verify that sign-support surfaces are within tolerances to accommodate signs without gaps or irregularities between backs of signs and support surfaces unless otherwise indicated.

C. Verify that anchor inserts are correctly sized and located to accommodate signs.

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



TUNNEL SIGNAGE

PAGE 3 OF 4

3.02 INSTALLATION

A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions.

1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance.

2. Install signs so they do not protrude or obstruct according to the accessibility standard.

3. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation.

4. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of cold-applied asphalt mastic complying with SSPC-Paint 12 except containing no asbestos fibers.

3.03 ADJUSTING AND CLEANING

A. Remove and replace damaged or deformed signs and signs that do not comply with specified requirements. Replace signs with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures.

B. Remove temporary protective coverings and strippable films as signs are installed.

C. On completion of installation, clean exposed surfaces of signs according to manufacturer's written instructions, and touch up minor nicks and abrasions in finish. Maintain signs in a clean condition during construction and protect from damage until acceptance by Owner.

END OF SECTION



TUNNEL SIGNAGE

PAGE 4 OF 4




COMMON WORK RESULTS FOR FIRE

SUPPRESSION PAGE 1 OF 8


SECTION 21 05 00

COMMON WORK RESULTS FOR FIRE SUPPRESSION

PART 1 - GENERAL

1.01 SUMMARY

A. This Section includes specifications for piping materials, mechanical sleeve seals, sleeves, escutcheons, fire-stopping sealant, attachments and common installation instructions for Division 21 piping systems.

B. This Section also includes specifications for fire extinguishers at each cross passage.

C. Related Sections: The work of the following Sections is related to the work of this Section.

1. Section 01 78 23, Operation and Maintenance Data

2. Section 01 91 13, General Commissioning Requirements

3. Section 03 62 00, Non-Shrink Grouting

4. Section 05 05 13, Shop Applied Coating For Metal

5. Section 05 50 00, Metal Fabrications

6. Section 21 08 00, Commissioning of Fire Suppression

7. Section 21 12 00, Fire Suppression Standpipes

1.02 REFERENCES


1. American Society of Mechanical Engineers

a. ASME BPVC Boiler and Pressure Vessel Code, Section IX, Welding and Brazing Qualifications

b. ASME B31.3, Process Piping

c. ASME B1.20.1 Pipe Threads, General Purpose

d. ASME B16.21 Nonmetallic Flat Gaskets for Pipe Flanges

2. American Society of Testing and Materials (ASTM)

a. ASTM A53 Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

3. American Welding Society (AWS)

a. AWS B2.1, Specification for Welding Procedure and Performance Qualification

b. AWS D1.1 Structural Welding Code-Steel





4. City of Seattle

a. Seattle Fire Code (International Fire Code with Seattle Amendments)

5. Factory Mutual Global

a. Approval Guide (FM Approved)

6. Manufacturers Standardization Society for the Valve and Fittings Industry

a. MSS SP-119 Factory-Made Wrought Belled End Pipe Fittings for Socket-Welding

7. National Fire Protection Association

a. NFPA 13 Installation of Sprinkler Systems

b. NFPA 14 Standard for the Installation of Standpipe and Hose Systems

c. NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances

d. NFPA 51B Standard for Fire Prevention During Welding, Cutting, and Other Hot Work.

e. NFPA 130 Standard for Fixed Guideway Transit and Passenger Rail with Seattle Amendments

f. NFPA 10 Standard for Portable Fire Extinguishers

8. Underwriters Laboratory Listings (UL Listed)

9. Metal Framing Manufacturers Association (MFMA)

1.03 SUBMITTALS


B. Product Data: For each type of product indicated. Include rating and classification, material descriptions, dimensions of individual components and profiles, and finishes for mounting brackets. Provide product data for fire extinguishers.

C. Operation and Maintenance Manuals: Submit operation and maintenance instructions and data for equipment provided under this Division, in accordance with the requirements of Section 01 78 23, Operation and Maintenance Data.

D. Sound Transit approval of the fire protection plans is required before submitting plans to the Seattle Fire Department.


A. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Portable Fire Extinguishers."

B. Fire Extinguishers: Listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction.

C. All equipment and component assemblies furnished and installed on the fire suppression system shall be UL listed and FM approved for its specific use.





1.05 WARRANTY

A. Fire Extinguisher Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace fire extinguishers that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Failure of hydrostatic test according to NFPA 10.

b. Faulty operation of valves or release levers.

2. Warranty Period: Six years from date of Final Acceptance.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Pipe, Tube and Fittings

1. Joining Methods: See specific Division 21 piping Sections.

2. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings.

B. Joining Material

1. Pipe-Flange Gasket Materials: ASME B16.21, nonmetallic, flat, asbestos-free, 1/8-inch maximum thickness unless thickness or specific material is indicated.

2. Welding Filler Metals: Comply with AWS D10.12.

C. Mechanical Sleeve Seals: Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve.

1. Sealing Elements: Ethylene Propylene Diene Monomer (EPDM) interlocking links shaped to fit surface of pipe. Include type and number required for pipe material and size of pipe.

2. Pressure Plates: Stainless steel, include two for each sealing element.

3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing elements. Include one for each sealing element.

D. Sleeves

1. Steel Pipe: For pipe smaller than nominal 6-inch size, ASTM A53, Type E, Grade B, Schedule 40, galvanized, plain ends.

E. Escutcheons: Manufactured wall and ceiling escutcheons and floor plates, with an inner diameter (ID) to closely fit around pipe or tube and an outer diameter (OD) that completely covers opening.

1. One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with polished chrome-plated finish.

2. One-Piece, Cast-Brass Type: With set screw and polished chrome-plated finish.

3. Split-Casting, Cast-Brass Type: With concealed hinge and set screw and polished chrome-plated finish.





F. Non-shrink Grouting: Refer to Section 03 62 00 for grout specification.

G. Fire-Stopping Sealant: Material shall be asbestos-free and capable of maintaining an effective barrier against flame and gases. Provide joint sealants with fire resistance ratings indicated, as determined in accordance with ASTM E 119, but not less than that equaling or exceeding the fire-resistance rating of the assembly in which firestop material is installed. The fire resistance rating for penetrations into the tunnel cross passages shall be 2 hours. Provide products with flame-spread values of less than 25 and smoke-developed values of less than 50, as determined in accordance with ASTM E 84.

1. Prepackaged, dry mixes consisting of a blend of inorganic binders, hydraulic cement, fillers, and lightweight aggregate formulated for mixing with water at the Project site to form a non-shrinking, homogeneous mortar.

2. Silicone Sealants: Moisture-curing, single-component, silicone-based, neutral-curing elastomeric sealants of grade indicated below:

a. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal surfaces and nonsag formulation for openings in vertical surfaces requiring a nonslumping, gunnable sealant, unless indicated firestop system limits use to nonsag grade for both opening conditions.

H. Steel Slotted Support Systems: Comply with MFMA-4, factory-fabricated component for field assembly.

1. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4.

2. Channel Dimensions: Selected for load supported.

I. Attachments:

1. Concrete and Masonry Anchor Bolts and Studs: Attachments with pull-out and shear capacities appropriate for supported loads and building materials where used, as follows:

a. Tunnel Anchor Bolts: Anchor bolts in the tunnel shall be stainless steel mechanical anchor type. Rated for dynamic loading. Anchor bolt sizes and embedment lengths indicated on the drawings are for mechanical type anchors.

b. Mechanical Anchor Bolts: Mechanical anchor bolts shall be stainless steel hex head finished bolt with a longitudinally tapered threaded end and a spring loaded multi-part conforming threaded expander nut. Anchor shall meet Fed. Spec. A-A 1923A for description of shield expansion (lag, machine and externally threaded wedge bolt anchors), Type 4. Expansion anchor elements shall be AISI 304 stainless steel. Anchors shall be Hilti Kwik Bolt TZ Expansion Anchor or approved equal and compliant with the 2012 International Building Code.

c. Load ratings shall be equal or better than those listed for the specified Hilti anchor and the anchor size and minimum embedment shown on the drawings.

2.02 FIRE EXTINGUISHERS

A. Basis-of-Design Product: Subject to compliance with requirements, provide product by one of the following:

1. Amerex Corporation.





2. Ansul Incorporated; Tyco International Ltd.

3. Badger Fire Protection; a Kidde company.

4. Fire End & Croker Corporation.

5. Kidde Residential and Commercial Division; Subsidiary of Kidde plc.

6. Potter Roemer LLC.

7. Pyro-Chem; Tyco Safety Products.

B. Valves: Manufacturer's standard.

C. Handles and Levers: Manufacturer's standard.

D. Instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B.

E. Multipurpose Dry-Chemical Type in Steel Container UL-rated 4-A:60-B:C, 10-lb nominal capacity, with monoammonium phosphate-based dry chemical in enameled-steel container.

F. Mounting Bracket: Manufacturer's standard galvanized steel, designed to secure fire extinguisher to wall or structure, of sizes required for types and capacities of fire extinguishers indicated, with plated or red baked-enamel finish.

G. Identification: Lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Location shall be acceptable to Resident Engineer.

1. Identify bracket-mounted fire extinguishers with the words "FIRE EXTINGUISHER" in red letter decals applied to mounting surface.

PART 3 - EXECUTION

3.01 PREPARATION

A. Obtain permits under Seattle Fire Department and as required by Seattle Fire Code for use of flammable liquids, hazardous materials, compressed gases, cutting and welding equipment.

B. Examine fire extinguishers for proper charging and tagging.

1. Remove and replace damaged, defective, or undercharged fire extinguishers.

3.02 ERECTION

A. Metal Supports and Anchorages

1. Refer to Section 05 50 00, Metal Fabrications, for structural steel.

2. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor fire-suppression materials and equipment.

3. Field Welding: Comply with AWS D1.1.





3.03 INSTALLATION

A. Piping Systems

1. Install piping according to the following requirements .

2. The Contract Drawings indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion and contraction, and other design considerations. Install piping as indicated unless deviations to layout are approved by the Resident Engineer.

3. Install piping indicated to be exposed at right angles or parallel to structure walls unless otherwise indicated on the Contract Drawings. Diagonal runs are prohibited unless specifically indicated.

4. Install piping to permit valve servicing, and at indicated slopes. Piping shall be free of sags and bends so that it can be thoroughly drained. Install fittings for changes in direction and branch connections. Install escutcheons for penetrations of walls and floors.

5. Install sleeves, type as indicated on drawing, for pipes passing through concrete and masonry walls, and concrete floor slabs.

a. All interior through-penetrations shall be sleeved and protected using fire-stopping sealant in accordance with manufacturers instructions and to provide a through-penetration flame rating of 3 hours in accordance with UL 1479.

6. Verify final equipment locations for roughing-in.

B. Install fire extinguishers and mounting brackets in each cross passage as directed by the Resident Engineer and in compliance with requirements of authorities having jurisdiction.

1. Mounting Brackets: 54 inches above finished floor to top of fire extinguisher.

3.04 GROUTING

1. Mix and install grout for fire-suppression equipment and piping support base bearing surfaces, and other equipment base plates, and anchors.

2. Clean surfaces that will come into contact with grout.

3. Provide forms as required for placement of grout.

4. Avoid air entrapment during placement of grout.

5. Grout Placement:

a. Completely fill equipment bases

b. On concrete bases to provide smooth bearing surface for equipment

c. Around anchors

6. Cure placed grout.

3.05 CONSTRUCTION

A. Piping Joints: According to the following requirements





1. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

2. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.

3. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

a. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified.

b. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds.

4. Welded Joints: Construct joints according to AWS D10.12, using qualified processes and welding operators according to Part 1 "Quality Assurance" Article.

5. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application. Use isolating kits including; Type F inner bolt circle insulating gaskets, insulating sleeves, insulating washers where required to provide cathodic insulation. Install gasket concentrically positioned. Use suitable lubricants on bolt threads.

3.06 FIELD QUALITY CONTROL

A. See Section 21 08 00, Commissioning of Fire Suppression for commissioning requirements pertaining to the work of this Section.

END OF SECTION



COMMISSIONING OF FIRE



SECTION 21 08 00

COMMISSIONING OF FIRE SUPPRESSION

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes: Commissioning process requirements for Fire Suppression:

1. Level 1 commissioning activities for Fire Suppression

B. Related Sections:

1. Section 01 91 13, General Commissioning Requirements for: General commis-sioning process requirements, including definitions, submittals, scheduling, exe-cution of commissioning activities, and reporting.

2. Section 21 05 00, Common Work Results For Fire-Suppression

3. Section 21 12 00, Fire-Suppression Standpipes

4. Section 22 05 50, Mechanical Identification

5. Section 26 08 00, Commissioning of Electrical Systems

6. Section 28 08 00, Commissioning of Electronic Safety and Security

1.02 DEFINITIONS

A. Command: When used in the description of a commissioning activity, command means to use the station fire alarm control panel (FACP) to control systems, equipment, and com-ponents.

B. Systems, Equipment, and Components: Where these terms are used together or sepa-rately, they shall mean "as-built" systems, equipment, and components.

1.03 SYSTEM DESCRIPTION

A. Commissioning work includes: Furnish labor and material to accomplish building com-missioning as specified in Division 01 Section General Commissioning Requirements and herein, including:

1. Provide to the Commissioning Coordinator preliminary O&M information for use in developing commissioning test procedures.

2. Assist the Commissioning Coordinator in developing commissioning activity pro-cedures and data forms submittals for work specified in this Section.

3. Provide information to the Commissioning Coordinator needed for control inter-face wiring diagrams submittals for the work of this Section.

4. Perform Level 1 commissioning activities specified in this Section, including in-stallation verification, static tests, start-up, component tests, equipment tests, systems tests.





5. Operate equipment and system during commissioning activities as required by the Commissioning Coordinator.

6. Perform and document commissioning tests to verify readiness for commission-ing test demonstration. Commissioning tests are specified herein.

7. Correct issues and repeat commissioning tests when results do not meet ac-ceptance criteria.

8. Commissioning Test Demonstrations: General requirements for commissioning test demonstrations are specified in Division 01 Section 01 91 13, General Commissioning Requirements, Article 3.04, Level 1 Commissioning Activity Commissioning Test Demonstrations.

a. Repeat commissioning tests on a sample basis to demonstrate accepta-ble performance: Level 1 Component, Equipment, and System Commis-sioning Tests.

b. Record and submit commissioning test demonstration data and issues.

c. Correct issues and repeat commissioning test demonstration when re-sults do not meet Acceptance Criteria.

9. Attend commissioning meetings as requested by the Commissioning Coordina-tor.

10. Report any inconsistencies or issues in system operations or performance.

11. Provide personnel to support commissioning test demonstration specified herein as requested by the Commissioning Coordinator.

12. In the event that a commissioning test demonstration fails, assist in determining the cause of failure. Make corrections as necessary.

13. Cooperate with Commissioning Coordinator to make equipment and systems ready for commissioning tests specified herein as early in the construction schedule as possible.

B. Cooperate with Commissioning Coordinator to accomplish commissioning work on schedule and in coordination with other trades.

PART 2 - PRODUCTS

2.01 TEST EQUIPMENT

A. Provide test equipment and instrumentation, including consumable supplies, required to execute commissioning activities. Unless noted otherwise, test equipment and instrumen-tation remain the property of the Contractor.

2.02 PROPRIETARY TEST INSTRUMENTS

A. Provide proprietary test instruments or tools required by the equipment manufacturer. Provide and operate the proprietary test instruments or tools as required for commission-ing work.





PART 3 - EXECUTION

3.01 LEVEL 1 COMMISSIONING ACTIVITIES REQUIREMENTS

A. Level 1 commissioning activities scope: Technical requirements for commissioning of Fire Suppression are specified herein.

B. Provide technicians, instrumentation, and tools to perform commissioning activities in ac-cordance with accepted commissioning activity procedures at the direction of the Com-missioning Coordinator.

C. Scope of Fire Suppression commissioning activities applies to all portions of the Fire Suppression installation described in the test.

D. Preparation

1. Certify that Fire Suppression, subsystems, and equipment have been completed, calibrated, and started; and are operating in accordance with Contract Docu-ments.

2. Testing Instrumentation: Install measuring instruments and logging devices to record test data in accordance with accepted commissioning test procedures as directed by the Commissioning Coordinator.

3. Certify that Fire Suppression instrumentation and control systems have been completed and calibrated; are operating according to the Contract Documents; and that pretest set points have been recorded.

4. Set systems, subsystems, and equipment into operating mode to be tested (e.g., normal shut down, normal auto position, normal manual position, unoccupied cy-cle, emergency power, and alarm conditions) in accordance with accepted com-missioning test procedures as directed by the Commissioning Coordinator.

E. Test all operating modes, interlocks, control responses, responses to abnormal or emer-gency conditions, and verify proper response of building automation system controllers and sensors.

F. Perform tests using design conditions whenever possible.

G. Simulated conditions may need to be imposed using an artificial load when it is not prac-tical to test under design conditions. Provide equipment to simulate loads. Set simulated conditions in accordance with accepted commissioning test procedures as directed by the Commissioning Coordinator. Document simulated conditions and methods of simula-tion. After tests, return settings to normal operating conditions.

H. Request approval to alter set points when simulating conditions is not practical.

I. Request approval to alter sensor values with a signal generator when design or simulat-ing conditions and altering set points are not practical.

J. If tests cannot be completed because of a deficiency outside the scope of the Fire Sup-pression system, document the deficiency and report it to Sound Transit. After deficien-cies are resolved, reschedule tests.

K. Where seasonal testing is specified, complete appropriate initial commissioning tests and documentation within the Construction Period. Schedule and execute seasonal tests when specified conditions are expected.





3.02 LEVEL 1 COMMISSIONING ACTIVITY PROCEDURES

A. Submit level 1 commissioning activity test procedures and data forms for the following types of commissioning activities, requirements for which are specified herein.

1. Level 1 commissioning activities:

a. Installation verification

b. Static tests

c. Start-up procedures

d. Component tests

e. Equipment tests

f. System tests

3.03 LEVEL 1 INSTALLATION VERIFICATION CHECKLIST REQUIREMENTS

A. Scope: Installation verification requirements apply to the following:

1. Section 21 05 00, Common Work Results For Fire-Suppression

2. Section 21 12 00, Fire-Suppression Standpipes

B. Installation Verification Scope: Technical requirements for Installation Verification of Fire Suppression are specified herein.

C. Installation verification checklist forms shall include the following:

1. Organized to prompt the installer to check off quality criteria for each discrete portion of the Work.

2. Identify the system or features to which the installation verification checklist ap-plies at the top of the form.

3. Section for verification of delivery of accepted materials.

4. Section for condition of materials at delivery.

5. Section for installation. Include manufacturers installation instructions.

6. Space at the end of the form for the installer to print their name and company name, fill in the date, and sign or initial.

7. Space to identify the area of work for which the installer is executing the Installa-tion Verification Checklist.

8. Description of the quality criteria as it pertains to the specific work. Include a check-box for each criterion.

D. Quality Criteria: Installation verification checklists shall address the following quality crite-ria.

1. Make and model match accepted submittals.

2. Equipment is installed without visible damage.

3. Equipment is clean and free of debris.





4. Location is as indicated on drawings.

5. Equipment is accessible for maintenance using safe work practices.

6. There is sufficient space to remove and replace components intact without de-molishing other work.

7. Installation in accordance with accepted shop drawings, pipeline layout drawings, support and seismic design submittal, manufacturers' requirements, and contract documents.

E. Fill out and sign installation verification checklists for Fire Suppression while the Work is being installed. The intent is for the installing tradesperson to fill out and sign the installa-tion verification checklist as work proceeds to improve the quality of the installation. Re-tain completed installation verification checklists on site for review.

F. Before performing a commissioning test, submit completed installation verification check-lists for work included in the commissioning test.

3.04 LEVEL 1 INSTALLATION VERIFICATION

A. Installation verification checklists are required for the following, minimum:

1. 2108-IV-01 Fire Suppression Standpipes, including:

a. Piping, including, but not limited to:

1) Installation so that it can be thoroughly drained.

2) Visual inspection of field welds.

3) Welds in accordance with Section 21 12 00, Fire Suppression Standpipes, Part 3, Article Construction, Welding.

b. Sleeves.

c. Isolating flange kits.

d. Seismic restraint devices.

e. Fire department connections.

f. Alarm devices.

g. Pipe hanger and support.

h. Labeling and identification.

i. Painting.

2. 2108-IV-02 Fire Protection Valves, including: