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BLD10-128
CERTIFICATE OF OCCUPANCY CITY OF PORT- TOWNSEND DEVELOPMENT SERVICES, DEPARTMENT ce. wiht he provisions: Sf tite International Building Codes as adopted and amended by the Cit of Port Townsend. ‘At the time of issuance, the indicated structure and use ‘was deemed. toxbe in co pliance ‘with the various codes and ordinances of the City of Port Townsend wren | ing..construction, use and occupancy of buildings. | wr! | This certificate is issued in accorda es 0 2 Property Owner: : Jefferson Heditheare= : ; Name of Business: _ Jefferson County Public Wiee “ ~ Fp oe ass Hospital District #2 Building Address: ‘\ $34 Sheridan B Type of P Construction: Date Issued: March 9, 2011 ae Permit Number: BLD 10-128 LO Mia Building Official CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 948321101 PERMIT NO. BLD10-128 ISSUED DATE 08/06/2010 EXPIRATION DATE 02/02/2011 ADDRESS 834 SHERIDAN CONSTRUCTION TYPE OCCUPANT LOAD OWNER JEFFERSON CO PUBL HOSP DIST #2 PROJECT DESCRIPTION Lab Floor & Partitions CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP JATE COMMENT SLAB FRAMING FINAL PUBLIC WORKS Ror, FINALBLDG.COFO PLA [36/, Celine, Gid KR ahha “AY Framing Phase® Dehercwalls (dete covery ) MAK (2-13.40 Dak vise Scnesy/| werls sy, g MAA Se Sn. (2) me Awen*| Ole ks & Pl M4 | mH Okt ccoym manus Yo, mebwe. S8 vJul Kew @ ot tt aie | Wid, fi Ave (3 : Plumbing Mk Gee ES een. | | Amin ES by img 2-5-c\ ASS tener Prom, 2-G-\) Mir Ls/ Pomp Wine @ Hw. c. MISCELLANEOUS WW |! Cunske + HEO Htc | thause pressure /unste head test &, © usalleckucey Lesagy # ble VAS TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. 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TW I N Z L V N ON I J O O Y dN LI N G ON I N I V I N O D - S O 1 S 3 8 S V 1 *S O L S S E S V — SA L O N IW Y 3 S N 3 5 9 “S N O L L V D I S I O 3 d S ON Y SN V I d 19 3 f 0 U d dO T S A I G O1 G3 I N I V I Z Y 38 TW N O I S S 3 I O U d NO I S I G 19 3 T O Y d VY S H V O3 J I L Y I D or r i r e c rp , | L0 3 P O % d SO L S 3 E S Y JO ¥ d ¥ SV G3 S N 38 OL G3 O N 3 L N I LO N Si ON I M V E G SI H L so i vo d , Ng “I N 3 M N D O G IN O W ON V I S ¥ SV G3 S N 38 Ol GI O N I I N I LO N SI ON Y LY O d 3 y AZ A U N S GA L I N S “L A R U L S HS I MS RE T SO L S 3 8 S V NV O1 LN 3 W N H O V L L Y NV SV G3 N S S I N3 3 8 SV H ON I M V Y O SI H L “A L Y 3 d 0 U d 49 3 P 8 N S 3H 1 NI H L I M O3 I J L L N 3 G ! (N O Y ) ST V I U 3 L V N ON I N I V I N O D - S O 1 S 3 8 S ¥ ON Y SN O I L V I O T ON N A M V S AV I d S I O OL G3 I O N Z I N I ON I M V E G AZ A U N S SO L S 3 E S V NY Si SI H L T OA G N “S U L O N W E I N G S Jefferson Healthcare: Tenant Improvement - Laboratory Port Townsend, Washington SECTION 15010 15050 15060 15171 15250 15300 15400 15880 15881 15925 15975 15997 15000 - Table of Contents SECTION 15000 TABLE OF CONTENTS NAME OF SECTION Mechanical Provisions Basic Materials and Methods Pipe, Valves and Fittings Variable Frequency Drives Mechanical Insulation Fire Protection Systems Plumbing Ductwork and Accessories Duct Cleaning Testing Adjusting and Balancing DDC Control System Commissioning HVAC Systems END OF SECTION rik Cory June 24, 2010 mMECEIVET JUL 19 200 CITY OF PORT TOWNSEND OSD Page - | Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15010 MECHANICAL PROVISIONS PART 1 - GENERAL 1.01 DESCRIPTION A. The work under this division includes furnishing all materials, equipment, labor, supervision, tools and items necessary for the construction, installation, connection, testing and operation of all mechanical work for this project, as shown on the drawings and defined in this division of the specifications. 1.02 QUALITY ASSURANCE A. Substitutions 1. Whenever any material or equipment is specified by patent or proprietary name or by the name of the manufacturer, such specification establishes the standard of quality in that particular field of manufacture. 2. When approved substitute equipment or material necessitates revisions to the plans or involves other trades, include drawings and details showing all such changes, and coordinate and assume any liability from the affected trades. 3. Acceptance: The acceptance of a manufacturer's name or product by the A/E does not relieve the Contractor of the responsibility for providing materials and equipment which comply in all details with the requirements of the contract documents. B. Tests: Demonstrate that all equipment operates as indicated as specified, and in accordance with the manufacturer's recommendations. Perform tests in the presence of the A/E. Provide all instruments and personnel required to conduct the tests. C. Qualifications: Use sufficient journeyman and competent supervisors in the execution of the work to ensure proper and adequate installation throughout. In the acceptance of installed work, no allowance will be made for lack of skill on the part of the workmen. 1.03 WORK OF OTHER TRADES A. The drawings do not show complete details of the building construction. Refer to the Architectural, Structural, Civil, and Electrical drawings for those details that may affect the execution of this work. Specific locations of structural or architectural features or equipment shall be obtained from the referenced drawings, field measurements, or the trade providing the material or equipment. No extra payments will be allowed for failure to obtain this information. B. Coordination: Plan and execute work including, but not limited to, piping and ductwork, in cooperation with all other trades particularly Electrical. Make every reasonable effort to provide all concerned with timely notice of work affecting other trades to prevent conflicts or interference as to space requirements, dimensions, openings, block-outs, sleeves, or other matters which will cause delays or necessitate work-around methods. Failure to coordinate 15010 - Mechanical Provisions Page - | Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1.04 1.05 1.06 work will be considered sufficient cause for work to be altered at Contractor's expense, as directed by A/E. GENERAL REQUIREMENT A. Conform to General Conditions and Division 1. B. Related Work: Comply with the provisions of all other divisions, parts or sections of the specifications wherever applicable. EXISTING CONDITIONS A. Demolition work required is noted on the plans. Specific scope of demolition work and operating conditions to be encountered shall be verified from on-site review and coordination with the Owner. Maintain service to existing equipment and devices to be retained in area adjacent to the existing areas scheduled for renovation. Provide temporary services as necessary to meet these conditions. B. Special Protection: Exercise maximum precaution to provide positive protection for the existing building and equipment from damage of any kind, and in particular prevent any water and dust seepage into the existing building. Coordinate dust control and barrier réquirements with general construction. CODES, PERMITS, INSPECTIONS AND FEES A. Obtain permits and inspections and pay fees required by National, State and Local authorities. Make arrangements for inspections by the A/E, Owner or other authority as required. Submit three (3) copies of certificates of compliance to the A/E. All work and materials shall be in accordance with requirements of all applicable local codes and regulations and ordinances, including, but not limited to, the following: 1. International Building Code. 2. International Mechanical Code. 3. Uniform Plumbing Code. 4. International Fire Code. 5. National Electrical Code. 6. Washington State Energy Code. 7. State of Washington health standards, WAC-296-24, Washington Industrial Safety and Health Act of 1973. 8. NFPA 13, Sprinkler Systems. 9. NFPA 30, Flammable and Combustible Liquids Code. 10. NFPA 90A, Installation of Air Conditioning and Ventilating Systems. 15010 - Mechanical Provisions Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1.07 1.08 11. Guidelines for Design and Construction of Health Care Facilities. C. The foregoing codes shall be construed as establishing a minimum or base level, of requirements. Where provisions of the various codes standards conflict with each other, the more stringent provisions shall govern. D. Nothing in drawings and specifications shall be construed to permit work not in conformance with these rules and regulations. E. Where drawings or specifications call for material or construction of a better quality or larger sizes than required by the above-mentioned rules and regulations, the provisions of the drawings or specifications shall take precedence over requirements of the rules and regulations. F. Utilities: Comply with all rules and requirements of local utility companies; coordinate and pay for all connections. G. Promptly submit written notice to the A/E of any observed variance of contract documents from legal requirements. Appropriate Change Order modifications to the contract documents will be made to incorporate necessary changes. Contractor shall assume responsibility for work known to be contrary to such requirements when required notice is not given. EQUIPMENT APPROVALS A. Whenever UL standards exist for equipment with electrical components, provide UL approved equipment. Otherwise provide equipment certified by the manufacturer as complying with UL standards for similar items. B. All materials, equipment, and processes requiring approval of the Washington State Department of Labor and Industries or other nationally-recognized testing agency shall be labeled as so approved in accordance with the provisions. of the Washington Administrative Code. INTENT OF DRAWINGS A. Drawings are diagrammatic and show only approximate locations of piping, ducts, fixtures and equipment. Take measurements from building or site and verify with architectural, structural or electrical drawings. Because of the small scale of the drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. Carefully investigate the plumbing, fire protection, electrical, structural, and finish conditions that would affect the work to be performed and arrange such work accordingly, furnishing required ductwork and piping offsets, fittings, and accessories to meet such conditions. B. It is the responsibility of the Contractor to provide equipment that fits into the space allotted and allows adequate acceptable clearances for installation, replacement, entry, servicing, and maintenance. Verify clearance requirements of all equipment prior to ordering. When motors and equipment furnished are larger than sizes indicated, provide any required changes to the electrical services as may be necessary and related work as a part of the work for the section specifying that motor or equipment. C. Contractor is responsible for thorough review of the design drawings and specifications prior. to start of work. Report any conflict to A/E prior to proceeding with the work. Failure to 15010 - Mechanical Provisions Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington follow this instruction is considered sufficient cause to alter the work, at no cost to the Owner, as directed by the A/E. Where conflict between drawings and specifications are identified, specifications will supercede drawings. Plans and sections generally do not show all isolating valves, control valves, instruments, or other components; refer to diagrams or schematics to obtain a more complete description of systems. 1.09 DETAIL DRAWINGS BY CONTRACTOR A. Wherever the work is of sufficient complexity to warrant additional detailing, prepare additional detail drawings to scale 1/4 inch = 1 foot, prepared on tracing paper the same size as contract drawings; with these layouts, coordinate work with the work of other trades. All such detailing work shall be clearly identified on the drawings as to the area to which it applies. Submit these drawings to the A/E for approval. At completion, however, include a set of such drawings with each set of as-built drawings for Owner's record purposes. Engineer’s CAD files will be made available to the contractor (AutoCAD). Contractor will add offset, details, lengths, and pertinent work of other trades. Resubmittal of engineer’s drawing is not acceptable. 1.10 SUBMITTALS A. General: Submit, at one time, all equipment and materials for acceptance prior to installation. Partial Submittals will not be accepted. Bind submittals in a hanging, view, 3-post binder. Binder shall be Wilson-Jones WLJ36549W or WLJ36544W, no substitution. Index by Specification Section. Reference all items by paragraph number. Fold drawings to 8-1/2-inch size and bind as above or place in pocket of folder. Provide transmittal letter with index of all items submitted, including catalog numbers or drawing numbers if appropriate. List of Manufacturers: Submit within 30 days after award of contract a Bill of Materials containing items to be used on this project, listing manufacturer's name and catalog numbers (where applicable) and referenced to the applicable specification paragraph. Provide shop drawings, descriptive bulletins, data sheets, diagrams, catalog cuts or other additional information as required for the items specified hereinafter in other sections. Acceptance: The acceptance of a manufacturer's name or product by the Engineer does not relieve the Contractor of the responsibility for providing materials and equipment that comply in all details with the requirements of the contract documents. When changes and an additional review is required, the changes shall be highlighted with yellow marker. Only the material so marked will be reviewed. 15010 - Mechanical Provisions Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1.11 MATERIALS A. Quality: Furnish and install all materials, products and equipment in strict accordance with all governing codes and ordinances. B. Quantity: Equipment and items of any one classification which are used in quantity, such as accessories, valves, specialties, cleanouts, drains, fittings, fans, air handling units etc., shall be products of one manufacturer and shall be used only for services recommended by the manufacturer. 1.12 ABBREVIATIONS/DEFINITIONS A/E AGA ANSI ASHRAE ASME ASTM AWS AWWA As shown F FRP FM MSS NEMA NEC NFPA Provide psig SMACNA UL Vv wp wg Architect/Engineer American Gas Association American National Standards Institute American Society of Heating, Refrigerating and Air-Conditioning Engineers American Society of Mechanical Engineers American Society for Testing and Materials American Welding Society American Water Works Association As shown on the drawings Degrees, Fahrenheit Fiberglass reinforced plastic Factory Mutual Engineering Corporation Manufacturer's Standardization Society National Electrical Manufacturer's Association National Electrical Code National Fire Protection Association Furnish and install Pounds per square inch gage pressure Sheet Metal and Air Conditioning Contractors National Association Underwriters Laboratories, Inc. Volts Working Pressure (psig) Water Gage 1.13. OPERATING AND MAINTENANCE INSTRUCTIONS AND MANUALS A. Prepare three copies of an operating and maintenance manual for all equipment provided under Division 15 in accordance with Division 1 and the following paragraphs. B. Information Contained 1. Manuals shall include control diagrams and maintenance information and parts lists furnished by the manufacturer for the equipment. Clearly identify options provided for each piece of equipment. 2. Data in manuals shall be neat, clean copies. An index shall be provided with all contents listed in an orderly presentation, similar to the arrangement of the specifications. Indicate date of guarantee. 15010 - Mechanical Provisions Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3. Include filter maintenance, oiling instructions, methods of operation, seasonal requirements, manufacturer's data and warranty forms. Provide address and 24-hour phone number of firm responsible under warranty. Bind submittals in a hanging, view, 3-post binder. Binder shall be Wilson-Jones WLJ36549W or WLJ36544W, no substitution. Approval: Prior to binding the final copies submit a single loose copy to the Engineer for approval, no later than 60 days before the scheduled completion date. 1.14 AS-BUILT (RECORD) DRAWINGS A. Furnish one set of as-built (record) drawings to the A/E. 1. Conform to requirements of Division 1. 2. Post all addenda and other changes. 3. Drawing shall be same size as the Contract Documents. Mark new work in red, existing work in green, and deletions in silver. 1.15 SITE CONDITIONS AND METHODS A. Cutting and Patching: Keep cutting and patching to a minimum. If required, all patching: shall conform to specifications for the new general construction work. Finish to match existing work. Conform to Division 1. Measurements: Verify space availability by field measurement prior to submitting shop drawings for approval. Roughing-In Dimensions: Obtain roughing-in dimensions for equipment from approved shop drawings or actual equipment measurements. Manufacturer's Installation Instructions: Follow manufacturer's written instructions where furnished. If the details are in conflict with design drawings, notify A/E for resolution. Accessibility: Install all equipment, which requires periodic servicing or repairs so it is readily accessible. Otherwise, obtain Engineer's approval of location. Provision for Light Fixtures: In laying out piping and ductwork, provide a minimum of 8 inches above all ceilings to allow clearance for light fixtures. If interferences occur, move the piping or ducts and, if not possible, notify the A/E. Rejected Materials: Remove damaged or rejected materials from the site. Operation of Equipment and Systems: Contractor is responsible for operation of all equipment and systems during all periods of balancing and testing. Delivery, Storage and Handling 15010 - Mechanical Provisions Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1. Handle, store and protect equipment and materials to prevent damage before and during installation in accordance with the manufacturer's recommendations and as approved by the A/E. Replace damaged or defective items. 2. Equipment with damaged factory applied finishes shall be refinished as required to bring the equipment to a like-new condition in accordance with manufacturer's recommendations. 1.16 TESTING AND DEMONSTRATION A. Perform all hydrostatic tests required in codes and ordinances. Engineer to be present during operational testing as engineer’s schedule allows. Give sufficient notice before performing such tests (three working days, minimum). Additional tests may be required under Balancing and Testing. Systems Operation Demonstration: Subject systems to such operating tests as are required to demonstrate that the equipment installed will operate within the specified limits through normal ranges and sequences including simulation of possible abnormal conditions. Operate every device manually and automatically, in accordance with its purpose. Operating test duration shall be not less than 6 hours after all major corrections have been made. If tests do not demonstrate satisfactory system performance, correct deficiencies and retest systems. 1.17 INSTRUCTION FOR OWNER'S PERSONNEL A. Following the installation of all mechanical equipment and prior to acceptance of the mechanical work, conduct demonstrations and instruction periods for an Owner's representative to point out the location of servicing points and required points of maintenance. Provide a qualified foreman or superintendent from the trade involved as an instructor. For Control Systems, the Engineer who performs testing and adjustment shall be responsible for instruction on the temperature control system. Their qualifications shall be submitted before conducting the instruction, if requested by the A/E. Each instruction period shall include a preliminary discussion and a presentation of information in the maintenance manuals, with appropriate references to drawings; tours of the building areas, with explanations of maintenance requirements, access methods, servicing and maintenance procedures, equipment cleaning procedures, temperature control settings and adjustment locations. Advise the A/E two weeks prior to conducting instructions and demonstrations. Make final arrangements after receiving the A/E's approval. 1.18 COMPLETION OF WORK A. When requesting final inspection, give 10 days' notice. Submit written certification that the work has been fully completed in strict accordance with plans and specifications. At final inspections the contractor shall provide completed TAB report, commission report, O and M manuals, as-built drawings and signal permits. 15010 - Mechanical Provisions Page - 7 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1.19 MATERIALS AND WORKMANSHIP GUARANTY A. Submit written guaranty that all materials and workmanship that prove defective within one year after date of acceptance will be replaced. Comply with the requirements of Division 1. 1.20 INSPECTION A. Submit written certification of inspection from the governing building authority stating that all work has been inspected, accepted, and approved as complying with existing governing ordinances and codes. A completed permit shall satisfy this requirement. 1.21 PRICING OF CHANGE ORDERS, SUBSTITUTIONS, ETC. A. All requests for changes to the Contract amount shall be accompanied by a cost breakdown in the following format. B. Do not list any items not installed as part of the work. Items such as setup, cleanup, job shack, job telephone, small tool allowance, expendables, etc. shall be included in Overhead & Profit. Once established the percent Overhead and Profit shall not be altered, except by mutual written agreement. COST | pot | 3 Poo; | , _ Bs | Direct Cost | 28e i 1 FF £9 i Soe i i i > ee ook ae _Material Labor Equipment. Totals XX% OH&P s- a 2. 5S . £€§ =«§ = «= Ss | = J $28 83338 8 5 8:5 8 8 Ao PO eo ea] & PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION 15010 - Mechanical Provisions Page - 8 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15050 BASIC MATERIALS AND METHODS PART 1 - GENERAL 1.01 DESCRIPTION A. The work of this Section includes, but is not limited to, motors, mounting accessories, pipe identification, expansion shells and bolts, steel channels, vibration isolation and miscellaneous other basic materials. 1.02 SUBMITTALS A. Shop Drawings: 1. 2. 3. 4. Sleeve Installation Ceiling Hanger Installation Bolt Setting Information Seismic Restraints B. Product Data: 5. Variable Speed Drives Beam Attachments Ceiling Hangers Vibration Isolation Mountings Pipe Markers C. Samples: Nameplates and Valve Tags. 1.03 REFERENCE STANDARDS A. The publications of the organizations listed below form a part of this specification to the extent referenced. 1. 2. 3. 4, 5. American National Standards Institute (ANSI) American Society of Mechanical Engineers (ASME) American Society for Testing and Materials (ASTM) American Welding Society (AWS) Associated Air Balance Council (AABC) 15050 - Basic Materials and Methods Page - 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 6. Manufacturer's Standardization Society (MSS) 7. National Electrical Manufacturers Association (NEMA) 8. National Fire Protection Association (NFPA) 9. National Environmental Air Balancing Bureau (NEBB). 10. Sheet Metal and Air Conditioning Contractors National Association (SMACNA) 11. Underwriters Laboratories Inc. (UL) PART 2 - PRODUCTS 2.01 MISCELLANEOUS MATERIALS A. Sleeves: Provide galvanized steel pipe with unthreaded ends where piping passes through any floor slab above grade. Inserts: Steel or malleable concrete insert, Grinnell figure 282, 285 or approved. Expansion Shells and Bolts: 1. Expansion Shells for Rod Hangers shall be Phillips self-drilling anchors, Gregory "Bulldog", Omark "Drill Anchors", or Fastite shells, in holes drilled in structural concrete. 2. Expansion Bolts for Equipment shall be USM "Molly Parabolt", or McCullough "Kwik- Bolt" in holes drilled in concrete. Formed Steel Channels at Slab shall be 12-Gage Minimum, 1-3/8-inch x 1-5/8-inch minimum cross-section size; Unistrut, B-Line, or Powerstrut. 2.02 IDENTIFICATION OF PIPING A. C. General: Identify piping which is accessible for maintenance operations, including piping concealed above suspended ceilings, with semirigid plastic or adhesive identification markers. Acceptable Manufacturers: Brady, Minnesota Mining and Manufacturing Co., Seton, Craftmark, or approved. Conform to ASME A13.1, Scheme for the Identification of Piping Systems. Flow Direction: Include direction of flow arrows on each marker. 2.03 ACCESS DOORS A. Access Doors: Bonderized steel, 20-gage doors and 16-gage frames, with flush screw driver operated cam latch, fitted with concealed hinges, factory prime coated. (New standard with plexiglass panel) 15050 - Basic Materials and Methods Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. Access panels shall be Milcor Style "AT" for acoustical tile, Style "K" with expanded metal wings for plaster, Style "M" for masonry, tile and drywall and style "DW" for gypsum board walls and ceilings. Access doors and panels in fire rated construction shall have UL 1-1/2 hour "B" label. Milcor 3208 Series in walls and 3210 Series in ceilings. PART 3 - EXECUTION 3.01 CONTROL WIRING A. Provide all control wiring for controls specified in Division 15. These requirements apply to wiring required in addition to the power wiring shown and specified as part of Division 16. Provide wiring required by functions specified and recommended by equipment manufacturers to serve specified control functions. Do not install control wiring in power circuit raceways. Do not use magnetic starters and disconnect switches as junction boxes. Provide auxiliary junction boxes as required. Coordinate location and arrangement of all control equipment with the A/E prior to rough-in. Provide all control wiring in zinc-coated steel raceways, with conduit fittings at all junction points, connections and outlets. Provide all raceways in accordance with Division 16. 3.02 ANCHOR BOLTS A. Provide for all equipment; number and size per manufacturer's recommendations or as shown. In concrete construction, provide galvanized bolts set in the form work before pouring. In building floors, where equipment bases are cast iron over 18 inches maximum dimension, provide a pipe sleeve around each bolt to allow for positioning. 3.03 SLEEVES (PIPING) A. B. Provide sleeves for all piping passing through floors, roofs or walls. Size: Annular clear space of approximately 1/4-inch for bare pipe sleeves; 1/2-inch for caulked sleeves. Provide insulation and covering continuous through sleeve, except caulked sleeves. Projection Above Floor: Wherever piping passes through any floor slab, provide sleeves extending 1-inch above finished floor. Installation: Set sleeves in place prior to pouring of concrete in new construction; core drill and grout sleeves in place for unit masonry construction and existing construction. Fasten sleeves to wood forms with centered lag screws or nails. Attach sleeves to metal forms with Kalon type "U" drive screws and sheet metal clips. Sheet Metal Dams: For core drilled, saw cut and formed openings through above grade floor slabs, provide galvanized sheet metal dams all around opening on top of floor, water-tight soldered or welded construction, sealed and anchored to floor water-tight, minimum 1-inch projection above floor, and 2-inch flange width on floor or spigot end with 3/16-inch bead. 15050 - Basic Materials and Methods Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.04 3.05 F, Sleeves shall not be required for cast-iron soil pipe passing through concrete slab on grade. Where penetrating a membrane waterproof floor provide membrane clamping devices. DUCT SLEEVES AND PREPARED OPENINGS A. Provide sleeves or prepared openings for ducts passing through floors, ceilings or walls including fire rated or smoke separation walls or partitions extending above ceilings: 1. Provide duct sleeves for all round ducts 15 inches in diameter or less 2. Provide framed openings for round ducts larger than 15 inches in diameter and all square and rectangular ducts 3. Provide sleeves and framed openings where grilles, registers and diffusers are installed at openings. 4. Fabricate duct sleeves of 20-gage galvanized steel. Unless otherwise indicated, clearance between duct and sleeves or insulation and sleeve shall be 1-inch. Clearance between framed prepared opening and duct or insulation shall be 1-inch. Unless otherwise indicated, provide closure collars of galvanized sheet metal not less than 4- inches wide, for exposed ducts on each side of walls or floors where sleeves or prepared openings are provided. Collar shall be installed tight against surface. Collar shall fit snugly around the duct or insulation. Sharp edges of the collar around insulated duct shall be ground smooth to preclude tearing or puncturing the insulation covering or vapor barrier. Collars for round ducts 15 inches in diameter or less shall be fabricated from 20-gage galvanized steel. Collars for round ducts larger than 15 inches and all square and rectangular ducts shall be fabricated from 18-gage galvanized steel. Coordinate the size and location of sleeves and prepared openings with other trades. Coordinate with fire damper requirements. SEALING OF SLEEVES AND PREPARED OPENINGS A. Sealing through Floor Slabs and Firewalls: 3M Fire Barrier CP25WB caulk or Fire Barrier Moldable Putty extending full depth through the wall or floor. Provide sheet metal around outside of insulation passing through sleeve before caulking and sealing. Install in strict accordance with manufacturer’s instructions. For voids or holes to 6-inch maximum diameter and 4-inch maximum depth, 3M Fire Barrier CP25WB caulk, 3M Fire Barrier Moldable Putty may be used. Apply in strict conformance with manufacturer's instructions. Sealing of Sleeves Below Grade: Where pipes pass through openings in concrete walls below grade, provide a flexible, leakproof seal in the annular space between the wall and pipe; Link-Seal or approved. D. The annular space between pipe and sleeve or between insulation jacket and sleeve does not require sealing in interior walls or pipe chase areas which are not designated as fire rated. 15050 - Basic Materials and Methods Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington E. Penetrations through fire rated concrete floors and walls may be made using UL listed ProSet firestop penetrators and Proset Firefill fire rated caulking. 3.06 EXPANSION SHELLS AND BOLTS A. Use only where necessary to hang piping or equipment from existing concrete slabs or walls. 3.07 VIBRATION ISOLATION MOUNTINGS A. Install in strict accordance with manufacturer's instructions. 3.08 IDENTIFICATION OF PIPING 1. All piping which is accessible for maintenance operations, including piping concealed above suspended ceilings, shall be identified with semirigid plastic or adhesive identification markers. Markers shall be Brady manufacture or approved, conforming to ANSI A13.1, "Scheme for the Identification of Piping Systems." 2. Direction of flow arrows shall be included on each marker. 3. Locations for Pipe Markers shall be as follows: a. Adjacent to each valve. b. At 20-foot centers maximum for the length of the pipe. c. Atleast one marker between any two partitions. Labeling Schedule Outside Diameter of Pipe Length of Color Band Size of Letter 3/4” - 1-1/4" 8" 1/2" 1-1/2" - 2” 8" 3/4" 2-1/2” - 6" 12" 1-1/4" B. Color Coding and Marking Pipe Contents Band Color Letter Color Marker Wording Plumbing Vents Green Black V Pumped Waste Green White PW Pipe Contents Band Color Letter Color Marker Wording Soil, Waste & Drain Green White S,W,D, or V Domestic Cold Water Green White CW Domestic Hot Water Yellow Black HW Domestic Hot Water Recirc Yellow Black HWC Laboratory Cold Water Green White LCW Laboratory Hot Water Green Black LHW Laboratory Hot Water Recirc Green Black LHWC Heating Water Supply Yellow Black HWS Heating Water Return Yellow Black HWR 15050 - Basic Materials and Methods Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory Port Townsend, Washington June 24, 2010 Fire Protection Red White F Natural Gas Yellow Black G Compressed Air Yellow Black A 3.09 IDENTIFICATION OF EQUIPMENT AND VALVES A. Provide tags in plainly visible location. B. Attach appropriately. C. Surface Preparation: 1. Remove all grease and oil with suitable solvent. 2. Wire brush and scrape to remove all loose mill scale, rust, corrosion products, old coatings, dirt, or other foreign materials. 3.10 EQUIPMENT AND PIPING INSTALLATION A. Welding to building Structural Members: Not allowed except as indicated on drawings. B. Provide supports for all equipment, piping and appurtenances as required, including braces as required for seismic restraint; these include frames or supports for pumps and fans. All steel framework exposed to the weather shall be galvanized after fabrication. C. Manufacturer's Instructions: All equipment, including ductwork and piping appurtenances, shall be installed in strict accordance with manufacturer's instructions. D. Suspended Equipment, Piping, and Ductwork: Supporting elements shall be suitable for stresses imposed by systems, with a safety factor of not less than 4.0: 1. Supports shall not be anchored to metal decking. 2. Supporting elements not shown or specified shall be provided in accordance with SMACNA and NFPA standards. Piping and heavy equipment supports, not otherwise detailed, shall conform to applicable provisions of MSS SP-58 and MSS SP-69. 3. Where it is necessary to frame structural members between existing members or where structural members are used in lieu of commercially rated supports, such supplementary steel shall be provided in accordance with the AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. 4. Welding of structural members, where approved, shall be in accordance with AWS D.1.1. 5. Vibration isolation provisions shall be as indicated or specified. 3.11 EQUIPMENT, PIPING, AND DUCTWORK SEISMIC RESTRAINTS A. All ductwork and piping shall be provided with seismic restraints in accordance with International Building Code. Importance Factor = 1.5. 15050 - Basic Materials and Methods Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. Seismically brace suspended equipment (fans, terminal units, etc.) with 3/16-inch aircraft cable (1 per hanger at a 45 degree angle in the vertical and horizontal plane with reference to the side of the unit). Cables shall be slightly slack to prevent grounding of the vibration isolators. Cable connections at equipment and structure shall be in accordance with SMACNA SRM. 3.12 ACCESS DOORS A. Provide access doors as required to gain access to balancing and fire dampers, valves, fans, and other equipment, requiring periodic inspection, through finished walls or ceilings. Coordinate with other trades. B. Minimum Size: 12-inch x 12-inch for hand access, 24-inch x 24-inch for man entry. 3.13 SPECIAL MAINTENANCE MATERIALS A. Provide for equipment requiring frequent replacement of maintenance materials, such as filters, lubricants, etc.; provide a 3-month supply to the Owner, together with grease guns or other application devices and instructions. END OF SECTION 15050 - Basic Materials and Methods Page - 7 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15060 PIPE, VALVES, AND FITTINGS PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: The work of this Section includes, but is not limited to, piping, valves, fittings, supports, hangers and miscellaneous system accessories. 1.02 SUBMITTALS A. Product Data: Manufacturer's data for each product used. B. Certificates: Welders C. Reports 1. Pressure tests. 2. Flushing and chemical treatment report. 1.03 REFERENCE STANDARDS A. The publications of the Organizations listed below, but referred to elsewhere in this Section, form a part of this Specification. 1. American National Standards Institute, Inc. (ANSI) 2. American Society for Testing and Materials (ASTM) 3. American Welding Society (AWS) Publication 4. Manufacturers Standardization Society (MSS) 5. American Society of Mechanical Engineers (ASME) PART 2 - PRODUCTS 2.01 MANUFACTURER A. General: For pipe, fittings, valves, flanges and gaskets, manufacturers listed below are acceptable. B. Steel Pipe: U.S. Steel, LTV, Bethlehem, Laclede, Lone Star, Sawhill, Wheatland or Sharon. C. Copper Tubing: Chase, Anaconda, Revere, Mueller, Reading Tube or Bridgeport. 15060 - Pipe, Valves, and Fittings Page - | Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington D. Fittings: Grinnell, Grabler, Stockham, Walworth, Nibco, Tube Turns, Crane, Anaconda, Chase, Revere, Bridgeport, Bonney Forge, Victaulic, Mech-Line, Wheatley, Metraflex or Aeroquip. Valves: Apollo, Crane, Centerline, Victaulic, Mech.-Line, Jenkins, Walworth, Kennedy, Hammond, Stockham, Grinnell, Nibco, Milwaukee, Powell, Dezurick, Homestead, Watts Regulator, Rockwell-McCanna, Kitz, Red-White, Wheatley, Worcester, or Mueller. Gaskets: Crane, Garlock, U. S. Rubber, Anchor or Flexitallic. Strainers: Armstrong, Keckley, Metraflex, McAlear, Sarco, Hoffman, Crane, Wheatley, Watts, Mueller, or Mech-Line. Pipe Supports: Andvil International, Tolco, Basic Engineering, B-Line, or Mechanical Pipe Shields. 2.02 STEEL PIPING - GENERAL A. D. E. Pressure Ratings: Provide pipe, fittings, accessories and all other components with minimum pressure rating of 150 psig. Pipe: Black steel, ASTM A 53, Grade A or B, electric resistance welded or seamless, standard weight unless otherwise noted. Fittings 1. 2 Inches and Smaller a. Threaded: 150-psig black malleable iron, ASME B16.03 and ASTM A 197. b. Welded: 300-psig forged steel, socket weld. 2. 2-1/2 Inches and Larger a. Standard weight, seamless steel, butt welding, ANSI B16.09, Grade WPB. b. Grooved Joint: Provide the following UL listed and FM approved couplings and fittings: 1) Couplings: ASTM A 536 ductile iron or ASTM A47 malleable iron with EPDM gaskets with temperature range of -30 to 230 degree F. Victaulic Style (07 rigid) (77 flexible) or equal of Grinnell or Gustin-Bacon. 2) Fittings: Fittings and tees constructed of ASTM A536 ductile iron, ASTM A106 carbon steel or ASTM A47 malleable iron. Victaulic, Grinnell or Gustin-Bacon. Unions: ASME B16.39 150-psig black malleable iron, screwed, ASTM A 197, brass seat. Flanges: 15060 - Pipe, Valves, and Fittings Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1. 2Inches and Smaller: 125-psig cast iron screwed, ASME B16.1 and ASTM A 126, Class B; 150-psig forged steel weld neck or slip-on, AMSE B16.5 and ASTM A 181, Grade I; 150-psig forged steel socket weld, ANSI B16.5 and ASTM A 181, Grade I. 2. 2-1/2 Inches and Larger: 150-psig forged steel weld neck or slip-on, ASME B16.5 and ASTM A 181, Grade I. Note: Flanges facing flat faced cast iron flanges will have flat face finish. Grooved joint flange adapters may be used in lieu of flanges on all pipe sizes. F. Bolting: Machine bolts and nuts, hex head bolts, hexagon nut, AMSE A 307, Grade B, dimensions ANSI B18.2, threads ANSI B1.1. G. Gaskets: ANSI B16.21 nonmetallic, 1/16-inch thick; Garlock Style 3000. H. Joint Compound: Teflon tape. I. Strainers: 1. 2 Inches and Smaller: Bronze, Y-pattern, threaded ends, 20-mesh stainless steel screen; 250 psi at 210 F. 2. Strainers 2 1/2 Inches and Over: Cast iron, Y-pattern, flanged ends, stainless steel screen (manufacturer's standard mesh size), 125 Ib.; 250 psi; at 350 F steam. J. Valves, 2-Inches and Smaller: 1. Gate: MSS SP80, 150-psig bronze, screwed, union bonnet, rising stem, solid bronze disc, repackable under pressure. 2. Check: MSS SP80, 150-psig bronze, screwed cap, swing disc, regrindable seat. 3. Ball: Apollo 70-100 or 70-200 Series, 600-psig WOG bronze or brass body, chrome plated brass ball and brass stem, screwed, Teflon seat and seal. Provide stem extension for use in insulated piping. 4. Needle (Gage): Trerice No. 735-3 or approved brass needle valve, 1000 psig working pressure at 300 F, 1/4-inch NPT. K. Valves, 2 % Inches and Larger 1. Gate: Rising stem, bolted bonnet, outside screw and yoke, wedge gate, iron or steel body, bronze trim with flanged ends. 2. Butterfly: Ductile iron or cast iron lug body, Type 416 stainless steel stem, bronze bushings, aluminum bronze disc. a. Provide extended neck for insulated piping b. Provide multi-position locking handle c. Provide bubble tight shut off. 15060 - Pipe, Valves, and Fittings Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.03 COPPER PIPING - GENERAL A. Pressure Ratings: Provide pipe, tubing, fittings, accessories and all other components with minimum pressure rating of 150 psig. Tubing (Pipe), Above Ground: ASTM B88 type L copper water tube, hard drawn. Fittings: 1. Wrought copper solder fittings and screwed adapters, ANSI B16.22. 2. Cast bronze solder joint fittings and screwed adapters, ANSI B16.18. 3. Victaulic grooved tubing system with wrought copper or cast bronze fittings in sizes 2- inch and over. Unions: 1. Wrought copper solder joint unions, ANSI B16.22. 2. Cast bronze solder joint fittings, ANSI B16.18. Flanges and Flanged Fittings: Cast bronze, 125-psig Class, ASME Standards. Bolting: Machine bolts and nuts, hex head bolt, hexagon nut, ASTM A 307, Grade B, dimensions ANSI B18.2, threads ANSI B1.1, bronze plated. Gaskets: ANSI B16.21 nonmetallic 1/16-inch thick. Garlock Style 3000. Threaded Joint Compound: Teflon tape. Solder: 95 percent tin, 5 percent antimony solder, ASTM B 32 Harris "Bridgit" acceptable. Laco flux or similar not permitted. Brazing Alloy: Melting temperature 1000 F or higher; AWS AS.8. Strainers: Cast bronze, Y-pattern, screwed or solder end; 20-mesh stainless steel (3/64-inch for 3-inch size) screen, 250 psi at 210 F. Valves: 1. Check: MSS SP80, 150-psig bronze screwed or solder end, screwed cap, Y-pattern, swing disc of Teflon, regrindable seat. 2. Ball: Apollo 70-100 or 70-200 Series, 600-psig WOG bronze body, stainless steel ball and stem, solder ends or screwed, Teflon seat and seal. Provide stem extension for use in insulated piping. 3. Butterfly (2 Inches and Over): Victaulic Series 600 with ductile iron disk with elastomeric coating, wrought copper or cast bronze body; bubble tight shutoff to 300 psi. 15060 - Pipe, Valves, and Fittings Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.04 DIELECTRIC UNIONS A. Provide at each joint between dissimilar metals: 1. 2-Inches and Smaller: Dielectric unions rated at 250 psig at 180 F conforming to ANSI B16.39. 2. 2-1/2-Inches and Larger: Dielectric flange fittings conforming to ANSI B16.42 (iron) or ANSI B16.24 (bronze). 3. Manufacturer: Watts 3000 Series, Epco or equivalent. 2.05 ESCUTCHEONS A. Chrome-plated; provide spring clip type at ceilings. B. Provide 2-inch deep escutcheons for lavatory drains where required. C. Manufacturer: Pasco Manufacturing or equivalent. 2.06 PRESSURE GAGES A. Provide 4-1/2-inch size, stem mounting with cast metal case without back flange with cast metal threaded ring. Range approximately twice normal operating pressure, with uniformly spaced graduations. B. Connect through 1/2-inch nipple, gage valve and reducer. Provide "pigtail" for steam service; snubber for all other services. C. Manufacturer: Lonergan C-16, Marsh PCSR, Crosby No. | or equivalent of Ashcroft, Trerice, or Weksler. 2.07 FLOW BALANCING/MEASURING DEVICES A. Balancing/Measuring Valves: Provide with identification tag on chain indicating model number, pipe size, and flow rate. 1. Size 2 Inches and Under: Brass combination ball valve with memory locking handle and venturi type flow measuring unit with pressure/temperature read-out valves. Gerand ball valve indicators style BIT, Flowset "Accusetter," Preso, Barco or equivalent. 2. Provide one standard portable meter kit consisting of a carrying case, pressure indicating gage, quick connectors, conversion chart, and operating instructions. B. Pressure/Temperature Test Ports: 1. All brass construction, 1000 psig maximum working pressure, 1/4-inch NPT. 2. Acceptable Manufacturers: Peterson Equipment Company Type XL "Pete's Plugs", Sisco equivalent. 15060 - Pipe, Valves, and Fittings Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory Port Townsend, Washington 2.08 3. Provide extension for insulated lines. 4. Provide extension for minimum 6-inch insertion depth. PIPE HANGERS A. Approvals: MSS SP58. June 24, 2010 B. Manufacturers: Grinnell, Tolco, Basic Engineering Inc., B-Line, Michigan, PHD or Mechanical Pipe Shields. C. Materials 1. Hanger Material: Match piping material at point of contact with piping. a. Black Steel Pipe - Carbon steel, cast iron or malleable iron b. Galvanized Steel Pipe - Carbon steel, cast iron or malleable with zinc coating c. Copper Tubing - Carbon steel or malleable iron with copper finish d. Optional - Carbon steel or malleable iron, plastic coated. D. Hanger Rods: Hot rolled steel rod, ASTM A 36; size to "Code for Pressure Piping", ANSI B31.1, with safety factor of 5; hanger rod size and maximum load: Rod Diameter Pipe Size Load (inches) (inches) (pounds) 3/8 2 and smaller 610 1/2 2-1/2 and 3-1/2 1,130 5/8 4 and 5 1,810 3/4 6 2,710 7/8 8 to 12 3,770 1 14 and 16 4,960 1-1/4 18 to 20 8,000 1-1/2 24 11,630 E. Ring Hangers: 1. 2-Inch Pipe and Smaller: Grinnell Figure 70, 300 or 104. 2. 2-1/2 Inches to 8 Inches: Grinnell Figure 104 or 300. F. Clevis Hangers: Grinnell Figure 260. G. Roller Hangers: Single pipe roll hanger, Grinnell Figure 171. H. Pipe Roll Assembly: Single roller, adjustable, Grinnell Figure 274. 15060 - Pipe, Valves, and Fittings Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.09 PIPE HANGERS AT WALL A. Pipe 2-1/2 Inches and Smaller: Malleable iron one-hole clamp Grinnell Figure 126. B. Pipe 3-Inches and Larger 1. Wall bracket, Grinnell Figure 213, 194, 195 or 199 for pipe rings and rod hangers specified herein. C. Loads not to exceed ratings shown in manufacturer's catalog. PART 3 - EXECUTION 3.01 GENERAL A. Headroom: 1. Atceilings, maintain the maximum possible headroom. Employ carefully planned arrangements to give the best results. 2. In areas of egress, maintain a headroom of 7' 0" from the floor to the bottom of an obstruction. B. Diagrams: Diagrams showing pipe connections are schematic only. Do not use for calculating lineal runs or numbers and types of fittings. 3.02 INSTALLATION OF PIPING AND VALVES A. General: 1. Install all piping promptly, capping or plugging all open ends and making pipe generally level and plumb, free from traps, and in a manner to conserve space for other work. 2. Inspect each piece of pipe, tubing, fittings, and equipment for defects and obstructions; promptly remove all defective material from the jobsite. 3. Install pipes to clear all beams and obstructions; do not cut into or reduce the size of load carrying members. 4. Use long radius elbows wherever possible. 5. Install all piping in accordance with ASME B31.9 "Building Services Piping" and as specified herein. B. Location of Pipe: Piping layout as shown is diagrammatic indicating general arrangement. Determine measurements at jobsite, accurately cutting pipe to suit. Locate piping to avoid interference with building structural members, equipment, and building openings; provide access for operation, service, disconnection, removal and replacement of valves, fixtures, and equipment. Within buildings, conceal all piping in walls and above ceiling except where indicated to remain exposed. Provide separate trenches for water and sewer lines. 15060 - Pipe, Valves, and Fittings Page - 7 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.03 M. Cleaning: Clean interior of piping before making joints and placing in position by blowing clean with steam or compressed air. Maintain cleanliness of piping throughout installation; provide caps or plugs on open ends of cleaned piping. Unions and Fittings: Provide unions or flanges at valves, fixtures and equipment if a means of disconnection is not otherwise provided. Provide reducing fittings for all changes in pipe size; bushings are not acceptable. Use fittings for all changes in direction of piping. Routing: Run parallel to column lines and perpendicular to the floor unless shown otherwise on drawings. Leaks: Correct immediately, using new materials; leak-sealing compounds not permitted. Position of Gate and Globe Valves: Stem horizontal or above. Concealed Piping: Install all piping as concealed work in all finished areas, unless indicated otherwise. Do not cover up or enclose work until properly and completely inspected and reviewed. Should work be covered up or enclosed prior to inspections and reviews, uncover work as required and, after completely inspected and reviewed, make repairs and replacements with materials as necessary and at no additional cost to Owner. Dielectric Unions: Provide dielectric unions or flanges at each joint between dissimilar metals, except that bronze valves and fittings may be used without dielectric couplings for ferrous-to-ferrous or non-ferrous-to-non-ferrous connections. Slope and Connections: Pitch hydronic heating, condenser or chilled water piping mains not less than one-inch in 40'0" up in direction of flow. Connect branches to upfeed risers to top of main at 45 degree angle and pitch down to main. Connect branches to downfeed risers to bottom of main at 45 degree angle and pitch down to riser. Branches shall have at least 3 elbows between mains and risers to allow for expansion and contraction. Piping between elbows on branches shall be minimum 2'0" long. Risers shall be straight and plumb. Install eccentric reducers approximately 3'0" beyond last branch where main changes size to avoid trapping air in main. For steam and condensate piping pitch mains down in direction of flow not less than 1-inch in 40-feet. Hose End Drain Valves: Provide at low points of all systems and as indicated. Air Vents: 1. Manual: Provide at high points of water systems generally; connect inlet through a gate valve. 2. Automatic Air Vents: Provide only where shown with discharge piping to indirect drain. Seismic Bracing: Provide in accordance with Section 15050, "Basic Materials and Methods." PIPE HANGERS AND SUPPORTS A. Provide all hangers, supports, anchors, bolts and mounting accessories for piping and equipment. 15060 - Pipe, Valves, and Fittings Page - 8 Jefferson Healthcare: Tenant Improvement - Laboratory Port Townsend, Washington June 24, 2010 B. Spacing of Hangers: Except for grooved joint piping, conform to the following for maximum spacing between supports for straight runs of piping. Steel/Iron Copper Nominal Pipe Maximum Maximum Size (Inches) Span (Feet) Span (Feet) 1 7 6 1-1/2 9 6 2 10 8 2-1/2 11 10 3 12 10 + 14 5 16 6 17 8 19 10 22 12 23 14 25 16 27 18 28 1. Provide additional supports at concentrated loads, such as flanges, valves, and similar items. Provide minimum of one hanger per section of soil, waste and drainage piping. C. Vertical Piping: Route vertical piping in a manner such that it can be attached to adjacent walls or columns. D. Piping at Ceiling: Suspend piping at ceiling using steel rod hangers, with individual rods for each hanger, except where 2-rod suspension pipe roll supports are specified. 3.04 JOINTS A. Screwed: 1. Produce sufficient lengths of perfect threads to insure full metal-to-metal contacts when screwed home in fittings; countersink, ream and clean ends of pipes of chips and burrs after threading. 2. Make up full connections with not more than one full thread exposed, by such method that will not subject pipes or fittings to twisting or cross strains; lubricate male threads only with thread lubricant. B. Brazed and Soldered: Cut ends square and remove all fins and burrs. Replace all dents and damaged tubing with new tubing. Remove all grease and oil from all joints by wiping with clean cloth saturated with a suitable chemical solvent and then clean with emery cloth. After cleaning apply non-corrosive flux, apply heat and solder and hold joint rigidly until solder has hardened. Wipe excess solder from exterior of joint before hardening. Before soldering, remove stems and washers of solder joint valves. 15060 - Pipe, Valves, and Fittings Page - 9 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.05 3.06 3.07 C. Welded: Conform welding to requirements of paragraph titled "Welding of Piping." Branch Connections may be made as follows: 1. 2: 3. Straight Tees: Use welding tees Branch One Size Smaller than Main: Use reducing tees. Branch Two or More Sizes Smaller than Main: Use weldolets, thredolets or sockolets as required. D. Grooved Joint Couplings: 1. Check pipe to be certain it is sufficiently free of indentations, projections, grooves, weld seams, or roll marks on the exterior of the pipe over the entire gasket seating area to assure a leak-tight seat for the gasket. Check that pipe ends are square cut and that penetration is in accordance with Victaulic or equivalent manufacturer's standards. 2. Provide gaskets of the central cavity pressure-responsive design. Gasket style and grade shall be checked to be certain gasket supplied is suited for the intended service. 3. Provide lubrication for proper coupling/fitting assembly as follows: a. Lubricate gasket exterior including the lips and/or pipe ends and housing interiors, to prevent pinching the gasket and for proper gasket seating and alignment during installation. b. Use Victaulic lubricant for installation. Other compatible materials such as silicone and others may be used, however, petroleum based lubricants must not be used on © Grade "E" or "M" gaskets. c. Apply a thin, uniform coat of lubricant as follows: 1) Brush lubricant on the gasket lips (ID) and the entire exterior of the gasket. 2) Brush lubricant on the pipe ends around the entire pipe circumference and inside the coupling housing. ESCUTCHEON PLATES A. Provide where exposed piping passes through walls, floors or ceilings of finished rooms. Omit plates where sleeves project above the floor. BALANCING-MEASURING VALVES A. Follow manufacturer's recommendations for installation. Use extreme care in installing units with correct flow direction. Install with ports horizontal. FLUSHING AND CLEANING OF PIPING A. Flush all piping after fabrication and prior to connecting into the existing systems and prior to pressure tests. 15060 - Pipe, Valves, and Fittings Page - 10 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. Remove strainer screens during flushing except those protecting control equipment. Clean the screens protecting control equipment during flushing if necessary and after flushing is completed. C. Chemical Flushing: 1. 2. Chemically flush piping systems with HydroChem 280/281 (sodium tripolyphosphate and sodium silicate) or equivalent. Dispose of chemicals to the sanitary sewer after neutralization. 3.08 TESTING OF PIPING A. General: 1. 7. Test all piping systems and connected equipment. Test after the lines have been cleaned and prior to insulation. Isolate from existing systems by the closest valve or valves to the existing system. Furnish all test equipment. Install a calibrated test pressure gage in the system being tested. Prior to testing, remove or valve-off gages, traps and other apparatus which may be damaged by testing. Make test in presence of the Engineer. Rectify all defects which develop during testing and retest until approved by Engineer at no additional charge to the Owner. Provide vents and drain valves as required to drain systems after testing. B. Test Requirements: 1. 2. Pressure: 1-1/2 times design working pressure or 150 psig, whichever is greater. Time: Hold pressure to inspect all joints and connections. Test all joints in air-tested systems by brushing with a soapy water solution. Water test all piping except instrument air and natural gas piping, with water less than 100 F. END OF SECTION 15060 - Pipe, Valves, and Fittings Page - 11 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15171 VARIABLE FREQUENCY DRIVES PART 1-— GENERAL 1.01 WORK INCLUDED A. The work of this section shall include, but is not limited to the following: Variable Frequency Drives (VFD) for mechanical equipment where indicated 1.02 RELATED DOCUMENTS A. B. C. D m Section 15010 - Mechanical General Provisions Section 15160 - Pumps Section 15170 - Electric Motors Section 15855 - Factory Assembled Air Handling Units Section 15860 - Fans Section 15900 - Building Management System (BMS) Section 15985 - Automatic Control Sequences Division 16 - Electrical 1.03 SUBMITTALS A. C. Product Data as specified, including outline dimensions, weights, power and control wiring schematics, and equipment schedule. IEEE — Standard 519 compliance calculation and harmonic analysis for this particular installation: 1. Total harmonic voltage distortion and total harmonic current distortion. Provide calculations, specific to this installation, showing total harmonic voltage distortion is less than 5 percent. 2. Input line filters shall be sized and provided as required by the manufacturer to ensure compliance with IEEE standard 519. All VFDs shall include a minimum of a3 - percent impedance reactor. Start-up Service Report and Guarantee. 1.04 QUALITY ASSURANCE A. B. Provide a 2-year unconditional parts and labor warrantee on all VFD components. The warranty shall include all parts, labor, travel time and expenses. Referenced Standards: 15171 - Variable Frequency Drives Page - | Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1. Institute of Electrical and Electronic Engineers (IEEE): Standard 519-1992, IEEE Guide for Harmonic Content and Control. 2. Underwriters laboratories: UL508C 3. National Electrical Manufacturer's Association (NEMA): ICS 7.0, AC Adjustable Speed Drives 4. IEC 16800 Parts 1 and 2 Qualifications: VFDs and components shall be UL listed as a complete assembly. VFDs that require field-supplied external fuses for the VFD to be UL listed are not acceptable. PART 2 — PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Variable Frequency Drives: Toshiba, ABB, Graham/Danfoss 2.02 AC VARIABLE FREQUENCY DRIVE A. Provide completely assembled VFD, factory-tested by the manufacturer. The VFD shall operate from a line overvoltage of 30 percent over nominal. The undervoltage trip level shall be 35 percent under the nominal voltage as a minimum. The alternating current variable speed drive system shall include the microprocessor based variable frequency controller, the required signal logic and control. The electrical drive equipment specified including the variable frequency controller and its associated microprocessor control system shall be of the same manufacturer. Coordinate with driven equipment supplier to ensure compatibility between drive and AC Motors. All equipment shall comply with the applicable requirements of the latest standards of ANSI, IEEE, and NEMA. The electrical equipment, as well as the design, construction, and installation thereof, shall comply with all the applicable provisions of the National Electrical Code and be ETL or UL approved. The variable frequency drive shall be mounted in a NEMA 1 enclosure for drives inside the building, NEMA 12 enclosure for drives in air handling plenum spaces, and NEMA 3R enclosure for drives outside the building. The control circuitry shall be isolated from the power circuitry. The manufacturer shall submit calculated line distortion percentages in accordance with IEEE STD-519, based upon the total connected horsepower and source kilovolt-amperes of the utility and emergency power distribution system. Request electrical data for calculation from the Division 16 contractor. The speed controller shall respond to a speed adjusting potentiometer from the VFD sequence panel when in the manual mode or shall respond to a milliamp or voltage electrical signal when operating in the automatic mode. The cabinet shall require front access only. The unit shall be suitable for operation in ambient air at 0 degrees C to 40 degrees C and up to 95 percent RH at rated load and switching frequency. 15171 - Variable Frequency Drives Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington The variable frequency controller shall convert 230 or 480 volt (plus or minus 30 percent) 3- phase, 60 hertz (plus or minus 3 percent) utility supplied or standby generator supplied power to variable frequency, variable voltage three-phase AC power for induction motor speed control. The controller shall be selected to have sufficient capacity to provide stepless speed control of the specified horsepower motors throughout a continuous speed range under a variable torque load not exceeding the motor full-load rating. 2.03 VARIABLE FREQUENCY CONTROLLER A. The controller shall be of the pulse width modulated (PWM) type and shall have three sections including a minimum 3 percent line impedance reactor as follows: 1. AC-DC section (a 3-phase, full wave, half diode bridge or transistor bridge) 2. Capacitor section 3. 3-phase output module The controller shall be capable of performing the following functions: Adjustable linear timed acceleration and deceleration Plus or minus 0.5 hertz frequency stability 10:1 controlled speed range Manual/automatic operation Other functions as described OR W N > Include the following protective devices and/or features: 1. Regulator with self-contained test module or panel 2: Contactor shall be vacuum break design to carry specified current (OLT) on continual basis without damage (normal condition), designed to break specified locked rotor ampere current repeatedly without damage (abnormal operation). Entire VFD assembly shall be rated for minimum 60,000 [100,000] [200,000] amperes interrupting capacity root mean square symmetrical (AIC RMS). 3: AC overload protection to continuously monitor peak current and shut down the DC module gate signals if the instantaneous electrical trip motor current exceeds 180 percent of the controller full load current rating. 4. Monitor lamps or LED read-out on VFD front panel to provide immediate indication of controller functions. Current limit Adjustable volts/hertz Adjustable offset voltage increases starting and accelerating torque capability. All output phase modules shall turn off instantly when a high DC bus occurs or when the current exceeds 150 percent of rated current. ON O The following controller adjustments shall be contained on one regulator card of microprocessor control board: Minimum hertz/maximum hertz Acceleration rate (Adjustable 0 to 125 seconds) Deceleration rate (Adjustable 0 to 125-seconds) Volts/hertz Offset voltage aA R W N > 15171 - Variable Frequency Drives Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.04 E. Provide a test panel or module to permit on-line monitoring and troubleshooting of the drive. Monitor the following regulator signals: 1. Internal power supplies 2. Ramp generator output 3: DC bus voltage SAFETY CONTROLS & PROTECTIVE COMPONENTS A. The VED shall be capable of starting into a rotating load (forward or reverse) and accelerate or decelerate to setpoint without safety tripping or component damage (flying start). The VED shall also be capable of DC injection braking at start to stop a reverse spinning motor prior to ramp. The VFD shall be equipped with an automatic extended control power loss ride-through circuit, which shall utilize the inertia of the load to keep the drive powered. Typical control power loss ride-through for a fan load shall be 2 seconds minimum. The overload rating of the drive shall be 110 percent of its normal duty current rating for 1 minute every 10 minutes. The minimum full-load ampere rating shall meet or exceed the values in the NEC/UL table 430-150 for 4-pole motors. The VFD shall have an integral 3 percent impedance line reactors to reduce the harmonics to the power line and to add protection from AC line transients. The VFD shall be capable of sensing a loss of load (broken belt / broken coupling) and signal the loss of load condition. The drive shall be programmable to signal this condition via a keypad warning, relay output and/or over the serial communications bus. Relay output shall include programmable time delays that allow for drive acceleration from zero speed without signaling a false underload condition. Provide surge reduction filter for electrical circuit lengths in excess of 200 feet. The following shall be provided: Motor thermal overload relays at the output for motor protection. Enclosure door interlocked disconnect switch. All coils for relays and contactor shall be suppressed. Automatic Restart: Controller shall automatically attempt to restart five (5) times after a fault. After five (5) restarts, a manual start of the drive equipment is required. The following contacts shall be wired to terminal boards of users control and indication: PO N > a a. Motor running speed b. Drive faults C. Remote stop-starting 6. A complete factory wired and tested bypass system consisting of an output contactor and bypass contactor. Overload protection and single phase protection shall be provided in both drive and bypass modes. Include door mounted manual by-pass switch with bypass contactor and indicator light. Electronic bypasses are not acceptable. 15171 - Variable Frequency Drives Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington H. Drive faults shall consist of the following: 1. Motor thermal overload. 2. AC input voltage dips to 60 percent or less of its nominal value. 3: Drive output current exceeds 110 percent of controller full load rating. 4. A fault condition in any of the 3 output power module phases. 2.05 ADJUSTMENTS AND CONTROLS A. All VFDs shall have the following operator adjustable components: 1. 2. aw Two (2) programmable critical frequency lockout ranges to prevent the VFD from operating the load continuously at an unstable speed. PID Setpoint controller shall be standard in the drive, allowing a pressure or flow signal to be connected to the VFD, using the microprocessor in the VFD for the closed loop control. The VFD shall have 250 milliamp of 24 volts DC auxiliary power and be capable of loop powering a transmitter supplied by others. The PID setpoint shall be adjustable from the VFD keypad, analog inputs, or over the communications bus. Two (2) programmable analog inputs shall accept a current or voltage signal. One (1) programmable analog output. Two (2) programmable digital Form-C relay outputs. The relays shall include programmable on and off delay times. Default settings shall be for run and not faulted (fail safe). Seven (7) programmable preset speeds. Two independently adjustable acceleration and deceleration ramps. B. All VFDs shall have the same interface, including backlit LCD digital display and keypad, regardless of horsepower rating. 1. The keypad shall be used for local control, for setting all parameters, and for stepping through the displays and menus. The keypad shall be removable/lockable to the cabinet, capable of remote mounting, and shall have it’s own non-volatile memory. The keypad shall allow for uploading and downloading of parameter settings as an aid for start-up of multiple VFDs. The keypad shall include Hand-Off-Auto selections. When in “Hand”, the VFD shall be started and the speed will be controlled from the up/down arrows. When in “Off”, the VFD shall be stopped. When in “Auto”, the VFD shall start via an external contact closure and the VFD speed shall be controlled via an external speed reference. Manual pilot devices are not acceptable. Display shall indicate drive frequency, output voltage or output current. Provide an indication of the activation of the drive protection features and/or status in plain English without the use of code abbreviations as follows: Overcurrent Overvoltage Current Limit Decel Voltage Limit Ground Fault Overtemperature 1?T Protection Improper Input Voltage Selected sa * p a 0 o 0 D 15171 - Variable Frequency Drives Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington i. Minimum/Maximum Speed Improperly Adjusted— C. Serial Communications: 1. The VFD shall have an RS-485 port as standard. The standard protocol shall be Modbus. Optional protocols that must be available are: Johnson Controls N2 bus, Profibus and DeviceNet. 2: Serial communication capabilities shall include, but not be limited to, run-stop control; speed set adjustment, proportional/integral/derivative PID control adjustments, current limit, and accel/decel time adjustments. A minimum of 15 field parameters shall be capable of being monitored. The DDC system shall be able to monitor if the motor is running in the VFD mode or bypass mode (if bypass is specified) over serial communications. The drive shall have the capability of allowing the DDC to monitor feedback as a minimum, with 5 additional: a. Process variable feedback b. Output speed/frequency Cc. Current (in amps) d. Percent torque e. Power (kw) f. Kilowatt hours (resettable) g. Operating hours (resettable) h. Relay outputs i. Diagnostic warning and fault information i: Remote VFD fault reset shall be possible 3. The VFD shall allow the DDC to control the drive’s digital and analog outputs via the serial interface. The serial communications interface shall allow for DO (relay) control and AO (analog) control. This control shall be independent of any VFD function. The outputs can be used for modulating chilled water valves via the analog output, actuate a damper etc. In addition, all drive digital and analog inputs shall be capable of being monitored by the DDC system. D. The following shall be furnished and mounted by the drive manufacturer and shall be UL Listed by the drive manufacturer as a complete assembly and carry a UL 508 label: 1. Fused VFD only disconnect (service switch). Fast acting semi-conductor fuses exclusive to the VFD to allow the VFD to disconnect from the line prior to clearing upstream branch circuit protection, maintaining bypass capability. Bypass designs, which do not have fuses, or that, incorporate fuses common to both the VFD and the bypass will not be accepted. Three contactor bypass schemes are not acceptable. The following operators shall be provided: Bypass Hand-Off-Auto Drive mode selector Bypass mode selector Bypass fault reset aA o o M The following indicating lights (LED type) shall be provided. A test mode or push to test feature shall be provided. a. Power-on 15171 - Variable Frequency Drives Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 10. 11. PART 3 — EXECUTION 3.01 INSTALLATION External fault Drive mode selected Bypass mode selected Drive running Bypass running Drive fault Bypass fault Bypass H-O-A mode Automatic transfer to bypass selected “o r a mo a o 5 g The following relay (form C) outputs from the bypass shall be provided: System started System running Bypass override enabled Drive fault Bypass fault- motor overload or underload due to broken belt Bypass H-O-A position ~p a o 7 ® The digital inputs for the system shall accept 24-volt or 115-volt AC (selectable). The bypass shall incorporate internally sourced 24-volt power supply and not require an external control power source. Customer Interlock Terminal Strip — provide a separate terminal strip for connection of freeze, fire, smoke contacts, and external start command. All external safety interlocks shall remain fully functional whether the system is in Hand, Auto, or Bypass modes. The remote start/stop contact shall operate in VFD and bypass modes. Dedicated digital input that will transfer motor from VFD mode to bypass mode upon dry contact closure for fireman’s override. Bypass mode shall force the motor to bypass operation and overrides both the VFD and bypass H-O-A switches and forces the motor to operate across the line. The VFD shall include a “run permissive circuit” that will provide a normally open contact any time a run command is provided (local or remote start command in VFD or bypass mode). The VFD system (VFD or bypass) shall not operate the motor until it receives a dry contact closure from a damper or valve end-switch). When the VFD system safety interlock (fire detector, freezestat, high static pressure switch, etc) opens, the motor shall coast to a stop and the run permissive contact shall open, closing the damper or valve. Class 20 electronic motor overload protection shall be included. There shall be an internal switch to select manual or automatic bypass. There shall be an adjustable current sensing circuit for the bypass to provide loss of load indication when in the bypass mode. A. The contractor shall install the drive and power wiring shall be completed in accordance with the recommendations of the manufacturer as outlined in the installation manual. B. Start-up Service: Provide certified factory-authorized start-up service for purposes of 15171 - Variable Frequency Drives Page - 7 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington installation inspection, initial drive equipment setting, energization and adjustment. Start-up shall be provided for each drive by a factory authorized service center. A certified start-up form shall be filled out for each drive with a copy provided to the owner. C. Coordinate with equipment supplier to ensure compatibility between variable frequency drive and the motor supplied with the equipment. D. Division 16 shall mount and wire the drives in locations as shown on the Drawings. E. Maintain code required electrical clearance around all VFD cabinets. END OF SECTION 15171 - Variable Frequency Drives Page - 8 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15250 MECHANICAL INSULATION PART 1 - GENERAL 1.01 DESCRIPTION Work Included: The work of this Section includes, but is not limited to, insulation and accessories for piping systems and air distribution systems. 1.02 SUBMITTALS A. Product Data: All materials. 1.03 REFERENCE STANDARDS A. General: The publications of the organizations listed below form a part of this specification to the extent referenced. 1. American Society for Testing and Material (ASTM) Standards: 2. National Fire Protection Association (NFPA) 3. Underwriters' Laboratories, Inc. (UL) 4. Midwest Insulation Contractors Association (MICA): Commercial and Industrial Insulation Standards 1.04 FIRE RESISTANCE A. Insulation: Flame spread and smoke-developed ratings per NFPA 255, ASTM E84 and UL 723 testing requirements; not more than 25/50. 1. Tape, adhesives, vapor barrier materials and jackets: Flame spread ratings not to exceed 25. 2. Exempt Items/Materials: The following are exempt from the fire resistance ratings: a. Nylon duct insulation anchors b. Treated wood insulation inserts c. PVC fittings and valve covers 1.05 GENERAL A. Thickness: Normal thickness of insulation is defined as the thickness of the basic insulating medium not including finishing coats. 15250 - Mechanical Insulation Page - 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. Exposed vs. Concealed Insulation: 1. Exposed is defined as work exposed to the view of occupants in normally occupied areas and in equipment rooms. 2. Concealed is defined as work located in ceiling spaces, chases and other locations not exposed to view. 3. Thermal Conductivity is defined as Btu-in/(hr.sq.ft °F) PART 2 - PRODUCTS 2.01 INSULATION CHARACTERISTICS A. Manufacturer: Owens-Corning, Certainteed, Johns Manville, Knauf or Pittsburgh Corning. B. Pipe Insulation: 1. Fiberglass: Suitable for pipe temperature from -60 F to 500 F; one piece type with only one longitudinal joint; thermal conductivity not greater than 0.24 at 75 F mean temperature. Provide factory applied all-service jacket. 2. Closed Cell Elastomeric: Suitable for pipe temperature from -40 F to 220 F; one piece type with only one longitudinal joint; thermal conductivity not greater than 0.27 at 75 F mean temperature. Factory applied all-service jacket not required. Manufacturer: Armstrong. C. Ductwork Insulation: 1. Concealed Ductwork: 1.5-inch thick fiberglass flexible blanket with foil-scrim-kraft facing. Density 1.5 pounds per cubic foot; thermal conductivity not greater than 0.25 at a mean temperature of 75 F. 2. Duct Acoustic Lining: Section 15880, "Ductwork and Accessories." 2.02 JACKETS FOR PIPE INSULATION A. Factory Applied All-service Jacket (Fiberglass Insulation): White kraft paper outer surface bonded to aluminum foil vapor barrier, suitable for painting. Kraft paper permanently treated for fire and smoke safety and to prevent corrosion of the foil. Factory applied pressure sensitive closure system for permanent seal of laps and butt strips. 2.03 JACKETS FOR FITTINGS, VALVES AND DEVICES A. All-service Jacket: Factory premolded one-piece PVC fitting covers. B. Metal Jacket: Factory premolded metal covers with integral vapor barrier, fabricated of the same metal as adjacent insulation jacket. 15250 - Mechanical Insulation Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.04 INSULATION SPECIALTIES A. B. Joint Tape: Glass fiber reinforced, aluminum foil and kraft paper laminate with vapor barrier characteristics comparable to insulation facing. Vapor Barrier Adhesive: Vapor barrier lap sealing adhesive, Foster 85-20 or approved. PART 3 - EXECUTION 3.01 GENERAL A. B. D. Insulate all surfaces of hot and cold piping. Install with all joints tightly butted. Tuck and tuft all edges of insulation. Maintain vapor barrier when butting insulation to inserts. Remove all loose dirt, rust, all other loose foreign material, moisture and frost from surfaces prior to installing insulation. Apply insulation only after piping has been tested. 3.02 INSTALLATION (PIPING) A. Cc. General: 1. Provide all insulation continuous through wall and ceiling openings and sleeves. 2. Apply insulation on all cold surfaces where vapor barrier jackets are used with a continuous, unbroken vapor seal. Adequately insulate and vapor seal hangers, supports and anchors that are secured directly to cold surfaces to prevent condensation. 3. Apply specific adhesives, mastics and coatings at the manufacturer's recommended minimum coverage per gallon. 4. Sleeves and Wall Chases: Where penetrating interior walls, extend a metal jacket 2 inches out on either side of the wall and secure on each and with a band. Where penetrating floors, extend a metal jacket from a point below the back-up material to a point 10 inches above the floor with one band at the floor and one not more than one inch from end of metal jacket. Where penetrating exterior walls, extend the metal jackets through the sleeve to a point 2 inches beyond the interior surface of the wall. All-service Jacketed Fiberglass Insulation: Apply insulation over clean, dry pipe with all joints butted firmly together. Smoothly secure longitudinal jacket laps and butt strips according to manufacturer's recommendations. Elastomeric Insulation: 1. Insulation shall be slipped on the pipe prior to connection wherever possible, and the butt joints shall be sealed with adhesive. Where the slip-on technique is not possible, the 15250 - Mechanical Insulation Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington insulation shall be slit and snapped over the pipe, and the seams and butt joints sealed with adhesive. Fitting insulation shall be fabricated and installed according to the manufacturer's recommended procedures. Sweat fittings shall be insulated with miter-cut pieces of pipe insulation the same size as on adjacent piping. Screwed fittings shall be insulated with sleeved fitting covers fabricated from miter-cut pieces of pipe insulation according to the manufacturer's sleeving size recommendations and shall be overlapped and sealed to the adjacent pipe insulation. All joints and miter-cut pieces are to be sealed with adhesive. As an option, screwed and welded iron pipe fittings 2-inch IPS and larger may be insulated with sheet insulation conforming to template patterns recommended by the manufacturer. At outside-carrying hanger locations, where the insulation must resist compression, supporting devices such as short wood dowels or woodblocks shall be used in combination with galvanized sheet metal hanger shields. The wood supporting devices shall be the same thickness as the insulation and sealed into the insulation with adhesive. D. Fittings: 1. All-service Jacket Insulation Fittings: Apply factory precut insulation tucking ends of the insulation snugly into the throat of the fitting, and edges adjacent to the pipe covering tufted and tucked in, fully insulating the pipe fitting. Seal all seam edges of the one-piece PVC fitting cover with vapor-barrier adhesive applied over insulation. Tape circumferential edges of cover with vapor barrier pressure sensitive tape to match fitting cover color. The tape shall extend over the adjacent pipe insulation and have an overlap on itself at least 2 inches. 3.03 INSTALLATION (DUCTWORK) A. Flexible Insulation: Apply to ductwork with Foster 85-20 mastic applied in 4-inch wide strips on 12-inch centers; secure with edges tightly stitched with staples. Insulate on the bottom of rectangular horizontal ducts over 24 inches wide by impaling over pins as specified for rigid insulation in addition to mastic; sagging of flexible duct insulation will not be permitted. Seal all punctures and voids with vapor barrier. B. Seal all seams with 4-inch wide pressure sensitive vapor barrier tape to match insulation facing. 3.04 ITEMS TO BE INSULATED A. Piping: 1. Cold Piping: Chilled water piping, condensate drain piping, domestic cold water piping. 2. Hot Piping: a. Domestic hot water supply and circulating piping 15250 - Mechanical Insulation Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington b. Hot water heating piping c. Piping below all lavatories in handicapped accessible toilet rooms d. Drain, including trap e. Hot and cold water piping including stops except handwheels. B. HVAC Systems: 1. All supply ductwork from air handling units (supply fans) to room outlets. 3.05 ITEMS NOT TO BE INSULATED A. Piping: 1. Valve stems, handwheels and operators. 2. Unions on domestic hot water and domestic cold water piping. 3. Domestic cold water piping from the trap primers to trap. B. Ductwork: With acoustic duct liner. 3.06 INSULATION TYPE AND THICKNESS A. Pipe: Insulation Thickness for Pipe Sizes Shown (Inches) Service Type | Run | Tol | 1.25 | 2.5 5-6 8& outs -2 -4 Over Up to gn) Heating Hot Water to 200 F FG 0.5 1.5 1.5 1.5 1.5 1.5 Domestic Hot Water & Domestic FG 0.5 1.0 1.0 1.5 L5 1.5 Hot Water Circulating 100 F to 120 F Domestic Cold Water 40 F to 70 F FG 0.5 1.0 1.0 1.0 1.0 1.0 Chilled Water 40 to 56 F FG 1.0 1.0 1.0 1.0 1.0 1.0 CG 1.0 1.0 1.0 1.5 1.5 2.0 Runouts not to exceed 12 feet to equipment or terminal units. B. Ductwork: 1-1/2-inch thick, minimum. C. Hot and cold water and drain piping below handicapped lavatories; insulated drain kit; Brocar Products, “Trap Wrap”, Truebro or approved. 15250 - Mechanical Insulation Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington D. Abbreviations: FG - Fiberglass E - Elastomeric END OF SECTION 15250 - Mechanical Insulation Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15300 FIRE PROTECTION SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: The work of this Section includes, but is not limited to, the design, provision, and testing of a complete fire protection system as described herein and as required by the Authorities Having Jurisdiction (AHJ). 1.02 REFERENCE STANDARDS A. The publications of the Organizations listed below form a part of this specification to the extent referenced. Use latest edition. 1, 3. National Fire Protection Association (NFPA) NFPA 13, Installation of Sprinkler Systems NFPA 14, Stand Pipe and Hose Systems NFPA 24, Installation of Private Fire Service Mains NFPA 72, National Fire Alarm Code Underwriters Laboratories (UL): Fire Protection Equipment Directory. Factory Mutual Engineering and Research Corporation (FM): a. FM P7825: Approval Guide - Equipment, Materials, Services for Conservation of Property. b. FM Data Sheets 2-8,2-8N, 4-4N and 3-10. 1.03 SUBMITTALS A. Product Data: All items B. Shop Drawings: Prepare complete shop drawings of the fire sprinkler system, including sprinkler head layout coordinated with lighting and air diffuser layouts. C. Approvals 1. Four sets of Design drawings, including a plot plan showing the locations of supply connections, control valves, fire department connections, and other equipment to be used, shall be submitted for approval to the Authorities Having Jurisdiction. It shall be understood that there will be no additions to the Contract for any changes necessary for this approval. 15300 - Fire Protection Systems Page - 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1.04 1.05 2. For purposes of Code compliance, "the Authorities Having Jurisdiction", shall be the City of Port Townsend Fire Marshal. 3. For insurance purposes the Authorities Having Jurisdiction shall be the Factory Mutual Engineering Inc. 4. After receiving stamped approval of the Authorities Having Jurisdiction, submit shop drawings to the Architect for approval. Submit complete brochures giving names of manufacturers and catalog figure numbers, trade names, technical data and requested information of each item to be furnished. 5. Shop drawings, material lists, and/or plates and brochures shall be prepared and submitted to the A/E for review within thirty days after award of contract. No work shall be started until they have been reviewed by the Engineer. 6. Submit a reflected ceiling plan showing the location of all sprinkler heads for approval by the Architect. Sprinkler heads shall be centered in the ceiling tiles and between light fixtures; this symmetrical pattern will require additional sprinkler heads as compared to NFPA requirements. 7. Samples: Submit samples of all sprinkler heads and escutcheons for approval by the Architect. SYSTEM DESIGN A. Provide complete fire protection systems as specified and as required by the Authorities Having Jurisdiction. Where there is conflict between local authority requirements or other standards, agency recommendations, and these drawings and specifications, conform with recommendations of standards agencies and requirements of local authorities. Design and install all systems in accordance NFPA 13 and all applicable codes, standards, and regulations. B. Design Systems as follows: 1. Sprinkler systems for all areas, shall be hydraulically designed to Ordinary Hazard Group 2 occupancy with 0.17 gpm per square foot over the hydraulically most remote 3000 square feet with 500 gpm allowance for inside/outside hose streams. C. Obtain latest water supply engineering test data prior to the design of the fire protection system. QUALITY ASSURANCE A. The Fire Sprinkler Contractor shall be licensed in the State of Washington and regularly engaged in the installation of automatic sprinkler equipment as listed by Underwriters Laboratories, Inc., or other nationally recognized testing laboratories. B. Certificates: Certificates of approval from the Authorities Having Jurisdiction. 15300 - Fire Protection Systems Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington PART 2 - PRODUCTS 2.01 PIPING A. Provide Interior Sprinkler Piping in conformance with NFPA 13. 2.02 SPRINKLER HEADS A. Sprinkler heads shall be UL approved for use intended pendant, upright and sidewall types. Heads shall be bronze. Provide fast response heads. Location and Finish 1. Pendant heads shall be installed in all interior areas with suspended ceilings. Heads shall be chrome-plated and installed with recessed chrome-plated escutcheons. 2. Upright heads shall be installed in all areas without suspended ceilings. Extra Heads: Provide extra heads; 6 pendant and 2 of each other types, enclosed in suitable receptacle and one head wrench for each type. Receptacle shall be mounted where directed by the A/E. 2.03 FIREALARM SYSTEM INTERFACE A. G. H. Operation of the fire protection systems is intended to be integrated into the building Fire Alarm System, furnished under Division 16, Electrical. Wet pipe system shall be provided with approved vane type water flow alarm switch. Alarm switch shall incorporate adjustable time delay feature (20 to 90 seconds) to prevent nuisance trips and false alarms triggered by pressure surges in the water supply system. Provide approved vane type flow switches at each floor for connection into the building fire alarm system. Provide auxiliary contacts as required. Provide approved test/drain units with isolating valves and flow indicator. Dry Pipe System valves shall be complete with pressure switch. Pre-Action System: Paragraph, "Alarm Valves." Provide supervisory switches for all interior riser valves and all exterior water service valves. Connection of all switches shall be made under Division 16. Switches shall be UL listed and conform to NFPA 72. 2.04 ELEVATOR EQUIPMENT ROOMS A. Provide a separate supply to the elevator equipment room sprinklers with a normally closed shut-off valve. The valve shall be located outside the equipment room in a valve cabinet. 15300 - Fire Protection Systems Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.05 2.06 2.07 B. Elevator Shaft Sprinkler Shut-off Valve: UL listed, slow closing butterfly valve rated at 1750psig; complete with integral supervisory SPDT tamper switch. Milwaukee series BB- SCS02 or approved equal C. Valve cabinet shall be a Potter-Roemer figure No. 1810-A or equal. Label door, "Elevator Room Sprinkler Shut-off Valve." D. Opening of the valve shall activate a shunt trip breaker which shall shut off power to the elevator equipment. KITCHEN EXHAUST HOODS A. Provide a connection to the kitchen exhaust hood fire protection system as indicated. B. **Provide a shut-off valve and flow switch.** AIR COMPRESSOR A. Provide approved, automatic type, tank mounted, air compressor including pressure switch, air piping, and tank. B. Compressor shall have a minimum capacity capable of charging the complete sprinkler system to normal system air pressure within 30 minutes and within 15 minutes for the reaction system pneumatic detection system. Provide an approved automatic air maintenance device for each system. FIRE PUMP A. Provide one electric motor driven fire pump. The pump capacity at rated head shall be not less than that indicated. The Pump shall furnish not less than 150 percent of rated capacity at not less than 65 percent of total rated head. The pump shall be of the centrifugal horizontal split case with automatic air release. B. Alarm: Provide electrical contacts (normally closed) for connection to the building fire alarm control panel. Alarm signal shall be activated upon the following conditions: electric motor controller has operated into a pump running condition, loss of electrical power to electric motor starter, and phase reversal on line side of motor starter. C. Motor: Provide motor, controller, contactor and disconnect. Power supply to motor and controller shall be not less than pump horsepower shall be as indicated. Motor horsepower shall be not less than pump horsepower requirements at all points on the pump operating curve. D. Controller: Provide a controller UL and FM approved for fire pump service and arranged for automatic and manual pushbutton pump starting and manual pushbutton pump shutdown. Controller shall be completely terminally wired, ready for field connections, and mounted in a moisture resistant enclosure arranged so that controller current carrying parts will not be less than 12 inches above the floor. (Controller shall be of the auto transformer open or closed transition starting type with a fault current interrupting capacity of 42,000 amperes symmetrical)***. 15300 - Fire Protection Systems Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington E. Flow Meter: Provide a UL and FM approved flow meter for the fire pump installation with direct flow readout device. Meter shall be of the venturi or annular type. 2.08 JOCKEY PUMP A. Base mounted (vertical multi-stage)** centrifugal pump with cast iron casing and stainless steel impellers, shaft, seal rings and mechanical seals. B. Motor: Open drip-proof (C-face)** design sized to provide non-overloading. C. Controller: NEMA 250 type 1 enclosure complete with: 1. Fusible disconnect switch 2. Magnetic contactor 3. Thermal overload relays with external reset 4. Hand-off-auto selector switch D. Manufacturer: Aurora, Peerless, Weil or approved equivalent. PART 3 - EXECUTION 3.01 PIPING INSTALLATION A. Hangers, supports and seismic bracing: As required by NFPA pamphlet 13. B. Provide all necessary clamps and rods for properly supporting sprinkler risers and underground piping, all in strict accordance with requirements of NFPA Pamphlets Nos. 13 and 24. C. Provide test connections as required by code. D. Automatic ball drip piping shall drain to nearest floor drain. E. Rubber gasketed, grooved end pipe fittings (Victaulic) shall be assembled to pipe grooved with tools approved by the fitting manufacturer. Groove dimensions and tightening torque values shall be within tolerances published by the fitting manufacturer. F. Reductions in pipe sizes shall be made with one-piece reducing fittings. Bushings will not be acceptable. G. Provide chrome plated escutcheons on all exposed pipes passing through walls, floors and ceilings. H. Sleeves through floors, roofs and walls; Section 15050, “Basic Materials and Methods.” 15300 - Fire Protection Systems Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.02 3.03 3.04 3.05 3.06 3.07 FLEXIBLE CONNECTIONS A. Provide flexible connections at top and bottom of each riser assembly and any other locations recommended or required by NFPA 13. CLEANING A. Painting of sprinkler piping is not included in this section, however the sprinkler piping shall be left in a clean condition ready for paint application. FLUSHING AND TESTING A. Underground feed mains shall be flushed in accordance with NFPA 13. B. Test piping at 200 pounds per square inch, for a two-hour continuous period, with not more than 2 pounds pressure loss during this period, in any part of the system. Any defects due to materials or workmanship occurring during this test shall be immediately and properly corrected. Fire Marshal shall be present for all tests. C. Copies of completed Contractor's Material and Test Certificate for hydrostatic testing and flushing shall be sent to the Authorities Having Jurisdiction. COORDINATION WITH OTHER TRADES A. Complete drawings and specifications of all trades will be furnished or will be available for inspection in the construction office at the jobsite; carefully check these drawings and specifications before installing any work. In all cases consider the work of all other trades, and coordinate this work with that of the Sheet Metal, Piping, Plumbing, Electrical and Sitework Contractors so that the best arrangement of all equipment, piping, conduit, ducts, and other related items can be obtained. B. Call to the attention of the A/E any points of conflict between fire protection work and that of the other trades, so that the conflict may be properly resolved. Work which interferes with the work of other trades shall be removed and re-installed at this Contractor's expense when so directed by the A/E. It shall be understood that no extras to the Contract will be permitted to accomplish the above results. APPROVAL A. Upon completion of the system, provide the Owner a certificate of approval or a certified copy from the Authorities Having Jurisdiction. OPERATING INSTRUCTIONS A. Upon completion and approval of this system, provide an experienced engineer to instruct the Owner's operators in all details of operating and maintaining the system. B. Provide Operating and Maintenance Manuals in accordance with Section 15010, "Mechanical Provisions." 15300 - Fire Protection Systems Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.08 GUARANTEE A. All materials, apparatus, and equipment provided shall be new and free from all defects. Any defects occurring within one year from date of acceptance of the work, due to faulty material and/or workmanship, shall be corrected by the Contractor without expense to the Owner. END OF SECTION 15300 - Fire Protection Systems Page - 7 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15400 PLUMBING PART 1 -- GENERAL 1.01 WORK INCLUDED A. The work of this Section includes, but is not limited to drain, waste and vent systems, domestic hot and cold water piping, plumbing fixtures and associated equipment and accessories. 1.02 CODES A. Provide all plumbing work in conformance with the Uniform Plumbing Code. 1.03 REFERENCE STANDARDS A. The publications of the Organizations listed below form a part of this Section to the extent referenced. 1. 2: 2: 4. 5. American National Standards Institute (ANSI) American Society for Testing and Materials (ASTM) American Public Works Association (APWA) Cast Iron Soil Pipe Institute (CISPI) American Water Works Association (AWWA) 1.04 SUBMITTALS A. Product data for the following: 1. 2. 3. 4, Drains Pipe, valves and fittings Plumbing fixtures and trim Fixture supports PART 2 - PRODUCTS 2.01 PIPING A. Domestic water piping (above ground). 15400 - Plumbing Page - 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1. Pipe, Fittings and Valves: Conform to requirements of paragraph Copper Piping-General in Section 15060. 2. Provide chrome-plated construction for all exposed pipe, fittings and valves. 2.02 DRAINAGE AND VENT PIPING A. Drainage Piping: 1. 1-1/2-Inches and Smaller Above Ground: Standard weight galvanized steel, ASTM A53. 2. 2-Inches and Larger Above Ground: a. Standard weight cast iron soil pipe, ASTM A74. b. Standard weight hubless cast iron pipe, CISPI 301, neoprene sleeve gasket, stainless steel shield and bands. 3. Underground: a. Standard weight cast iron soil pipe, ASTM A74. b. Standard weight hubless cast iron pipe, CISPI 301. 1) Clamp-All heavy duty stainless steel shield and bands, Husky Series 4000, Mission, Mage, or approved. 2) Cast iron couplings; MG or approved. B. Vent Piping: 1. 1-1/2-Inches and smaller above ground: Standard weight galvanized steel, ASTM A53. 2. 2-Inches and larger above ground a. Standard weight galvanized steel, ASTM AS3. b. Standard weight cast iron soil pipe, ASTM A74. c. Standard weight hubless cast iron pipe, CISPI 301, neoprene sleeve gasket, stainless steel shield and bands. 3. Underground: a. Standard weight cast iron soil pipe, ASTM A74. b. Standard weight hubless cast iron pipe, CISPI 301. Heavy duty stainless steel shield and bands, Clamp-All, Husky Series 4000, Mage or Mission. 15400 - Plumbing Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington C. Fittings: 1. Cast Iron Soil Pipe: Standard weight cast iron soil pipe fittings, ANSI A112.5.1 and ASTM A74. 2. Galvanized Steel Pipe: a. Drainage: Cast-iron screwed drainage fittings, ANSI B16.12. b. Vent and Indirect Waste: 150-pound galvanized malleable iron screwed fittings, ANSI B16.3. c. Rainleaders: ANSI B16.12 screwed drainage fittings, or ASTM A 47 or ASTMA 536, hot-dip galvanized, grooved-end fittings, and mechanical couplings; ASTM A 183 coupling nuts and bolts; ASTM D 2000 gaskets. 3. Hubless Cast Iron: Hubless cast iron fittings, CISPI 301. D. Copper Drainage and Vent System; Contractor's Option: 1. Copper Drainage Tube: Type DWV, ASTM B306. 2. Fittings: a. Type DWV wrought copper drainage fittings, ANSI B16.29. b. Cast bronze drainage fittings (DWV), ANSI B16.23. 2.03 PIPING SPECIALTIES AND ACCESSORIES | A. Manufacturer: J.R. Smith, Josam, Wade, Zurn, Jones, Mifab, Watts, Ancon, Woodford, Sioux Chief or as specified. B. Protective Coating: Section 15050 Basic Materials and Methods. C. Cleanouts: Provide cleanouts as required by the plumbing code and as indicated. 1. Floor Cleanouts: Jay R. Smith Figure 4020, or approved, cast iron body and frame, round adjustable secured nickel bronze top, bronze plug. Provide carpet clamping top where required. 2. Wall Cleanouts: Jay R. Smith Figure 4553 or approved, cast iron cleanout tee, square nickel bronze frame and cover, bronze plug. D. Dielectric Unions: Provide at each joint between dissimilar metals. 1. 2-Inches and Smaller: Dielectric unions rated at 250 psig at 180 F conforming to ANSI B16.39. 2. 2-1/2-Inches and Larger: Dielectric flange fittings conforming to ANSI B16.42 (iron) or ANSI B16.24 (bronze). 15400 - Plumbing Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.04 2.05 3. Manufacturer: Watts 3000 Series, Epco or approved. PLUMBING FIXTURE SUPPORTS A. Manufacturer: Jay R. Smith, Zurn, Josam, Ancon, Jones, or Wade. B. Water Closet Carrier: Provide concealed cast iron carrier, vertical, non-adjustable pattern, or adjustable horizontal pattern, support fixture independent of wall construction, installed per manufacturer's instructions. Setting accuracy checked by template. Provide support feet set on sub-floor or cast in sub floor, no topping permitted. Provide synthetic rubber gaskets. Fixture attachment bolts, and nuts, brass acorn type, chrome plated. C. Wall Hung Fixtures: Provide other wall hung fixtures with concealed fixture hanger constructed for fixture, cast iron feet sit on sub floor or cast in sub floor, no topping permitted, or supported by floor-to-ceiling pipes. Concealed arm fixture supports required where suitable for fixture. Exposed arm supports, white enamel finish where fixture is mounted on plaster walls, vitreous enamel where mounted against ceramic or glazed finish walls. PLUMBING FIXTURE TRIM A. Trim is defined as any metal part used with a fixture; i.e., faucets, drains, traps, and supplies. B. Exposed metal parts shall be chrome plated. C. Provide stops in each water connection to each fixture, except where a fitting has integral stops. Stops shall be a loose key pattern with shield, have a polished finish where exposed and rough where concealed; Bridgeport Brass, Brass Craft (Speedway), Teledyne Ansonia or approved. D. Exposed supplies shall be 3/8-inch outside diameter chrome plated tubing. E. Provide escutcheons at each point where pipe or other fittings enter wall at fixture. F. Provide vacuum breaker, with a flow-thru pattern, on the water supply to each fixture which has a water connection located below the rim, or a hose attachment. PART 3 - EXECUTION 3.01 GENERAL A. Inspection: 1. Carefully inspect installed work of other trades and verify that such work is complete to the point where this installation may properly commence. 2. Verify that plumbing may be installed in strict accordance with pertinent codes regulations and drawings. 15400 - Plumbing Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.02 3.03 B. Discrepancies: In the event of discrepancy, immediately notify the Engineer; do not proceed with installation until discrepancies have been resolved. INSTALLATION OF BUILDING PIPING AND EQUIPMENT A. General: Install piping and equipment in accordance with Section 15060 and as follows: 1. Install piping promptly, capping or plugging open ends and in a manner to conserve space for other work. Unless otherwise indicated, provide uniform pitch of at least 1/4 inch per foot for horizontal waste, soil and rainleader piping within building. Support all piping independently from connected equipment. Inspect each piece of pipe, fittings, and equipment for defects and obstructions; promptly remove defective material from job site. Install pipes to clear beams and obstructions; do not cut into or reduce size of load carrying members without the approval of the Engineer. Install flush valves for handicapped toilets with the handle facing the wide side of the toilet stall per ADA requirements. B. Hangers and Supports: 1. 3. Provide hangers and supports for aboveground hubless cast-iron soil pipe, in accordance with CISPI Pamphlet No. 100. For aboveground hub-and-spigot cast-iron soil pipe, support piping at 5 feet maximum center and at every joint. Use wall brackets for supporting piping adjacent to walls or other vertical surfaces. Use bolted steel clamps for supporting vertical lines. Place supports as near as possible to concentrated loads and, when practicable, immediately adjacent to changes in direction. Support horizontal piping so as to maintain alignment, prevent grade reversals, and prevent sagging. Water Piping: Section 15060 Pipe, Valves and Fittings. FIXTURE INSTALLATION A. Locate fixtures where indicated on the drawings. Refer to Architectural drawings for mounting heights. Use the type of mountings specified. B. Secure the floor outlet of floor-mounted fixtures rigidly to the drainage connections and the floor. C. Support wall-hung fixtures rigidly with metal supporting members so no stress is transmitted to connections. D. Make all connections gas- and water-tight 15400 - Plumbing Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.04 3.05 3.06 3.07 E. Use one-piece special molded gaskets for connections between earthenware of fixtures and soil pipe flanges. Do not use bulk material, including putty and plastic, for gaskets. F. Provide individual vents for each fixture. G. Provide separate traps, where manufacturers do not supply trap for fixture. H. Provide silicone wall sealer between the top and the sides of plumbing fixtures and adjacent wall surfaces; General Electric No. 1200 or Dow Corning No. 780. Apply per manufacturer's recommendations to form a smooth unobtrusive joint. Install one sample joint on each type of fixture for the A/E review before proceeding with installation of remainder of this sealant. CONCEALED WORK A. General: Do not cover up or enclose work until inspected and approved. B. Noncompliance: Should work be covered up or enclosed prior to required inspections, uncover work as required and, after inspection and approval, make repairs and replacements. TESTING A. Drainage piping tests: 1. Make pressure test of 5 psi minimum, witnessed by the Plumbing Inspector. 2. Make pipe leaks tight, repeat test B. Water Piping: Test with water at 1-1/2 times working pressure. CLEANING UP A. Prior to acceptance of buildings, thoroughly clean exposed portions of plumbing installation, removing labels and traces of foreign substance, using only a cleaning solution approved by manufacturer of plumbing item and being careful to avoid damage to finished surfaces. STERILIZATION AND FLUSHING A. After completion of water piping installation, flush system thoroughly. Submit a sample of water to the Water Department to determine compliance with Water Department standards. If sample is not in compliance, sterilization shall be performed as follows: B. Sterilize all water piping, 8-hour sterilization contact time; 50 parts per million chlorine concentration. After sterilization period open all valves several times; follow by flushing with clean water until residual chlorine is less than 0.2 parts per million. END OF SECTION 15400 - Plumbing Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15880 DUCTWORK AND ACCESSORIES PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: The work of this Section includes, but is not limited to, all sheet metal work, air terminals and accessories. 1.02 SUBMITTALS A. Shop Drawings: 1. Ductwork Layout and Installation: Prepare detailed drawings on tracing material same size as Contract Drawings, coordinating sheet metal work and the work of other trades including plumbing, heating, fire protection and electrical so that all components fit together. These drawings shall be completed in a timely manner and coordinated with the construction schedule. Do not fabricate ductwork until shop drawings are complete and contractor has verified that ductwork is coordinated with other trades. B. Product Data: : 1. Diffusers and Grilles 2. Dampers 3. Flexible Connectors 4. Access Doors and Hardware 5. Fire Dampers 1.03 REFERENCE STANDARDS A. The publications of the organizations listed below form a part of this specification to the extent referenced: 1. Underwriters Laboratories (UL) 2. Sheet Metal and Air Conditioning National Association (SMACNA) a. HVAC Duct Construction Standards Metal and Flexible (HDCS) - Second Edition b. Fire, Smoke and Radiation Damper Installation Guide for HVAC Systems c. Architectural Sheet Metal Manual (ASMM) Pp . Accepted Industry Practice for Industrial Duct Construction (IDC) 15880 - Ductwork and Accessories Page - 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington e. Seismic Restraint Manual, Guidelines for Mechanical Systems 3. American Society for Testing and Materials (ASTM) 4. National Fire Protection Association (NFPA) PART 2 - PRODUCTS 2.01 SHEET METAL WORK A. All interior ducts shall be constructed with G-60 or better galvanized steel (ASTM 527) LFQ, chem treat. B. Collars: Provide wherever an exposed duct passes through a wall, slab, or ceiling; 1-inch wide, 18-gage angle with mitered corners. C. Duct Access Doors 1. Access doors shall be provided in ductwork where indicated and at all air flow measuring primaries, automatic dampers, fire dampers, coils, thermostats, and other apparatus requiring service and inspection in the duct system, and unless otherwise shown, shall conform to SMACNA DCS. Access doors shall be provided upstream and downstream of air flow measuring primaries and heating and cooling coils. 2. Doors shall be minimum 15 by 18 inches, unless otherwise shown. Where duct size will not accommodate this size door, the doors shall be made as large as practicable. Doors 24 by 24 inches or larger shall be provided with fasteners operable from both sides. Doors in insulated ducts shall be the insulated type. 3. Manufacturer: Ventfabrics, National Controlled Air or approved. D. Duct Construction: Construct rectangular ductwork to meet all functional criteria defined in Section VII, of the SMACNA HDCS. E. Diagonal Creasing or Beading: On all panels wider than 18 inches and 20 gage or less. F. Elbows: 1. Rectangular or Square Ductwork: Inside radius equal to dimension of elbow in the plane of the turn; otherwise use square elbows with turning vanes. 2. Round Ductwork: Inside radius equal to dimension of elbow in the plane of the turn. Use segmented, segmented standing seam, pleated or stamped elbows. Adjustable elbows are not allowed. G. Square Corner Inserts (Turning Vanes): SMACNA Fig. 2.3 double thickness, runner type 2 with 2-1/8-inch spacing. 15880 - Ductwork and Accessories Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.02 DAMPERS A. Volume Dampers and Quadrants: Provide dampers in ductwork as required to balance the system to produce the air quantities shown. Dampers are not shown generally; include a damper in the duct to each supply, exhaust or return opening; also in each branch duct where three or more openings are associated with the branch. 1. Construction: Provide dampers in accordance with SMACNA Standards. Construction of dampers shall be free from any sharp edges which would produce excessive turbulence. Location of Dampers: At a point where the duct is accessible; where possible, with the axis of the blade the long dimension; as far from the outlet as possible. Edges: Provide hemmed edges at both leading and leaving ends, side edges flanged 1/2 inch, placed so that air strikes the smooth face. Damper Blades: For ducts smaller than 10-inch maximum cross-section, 24-gage; 11 to 30 inches, 22-gage; larger than 30 inches, 20-gage; in ducts wider than 12 inches, multiple blade, maximum blade width 12 inches; arranged so that adjacent blades rotate in alternate directions; where length exceeds 30 inches, use a 3/8-inch steel rod stem fitted in a V-crease in the blade. Quadrants Where Ducts Are Accessible: Duro Dyne catalog numbers are specified, equivalent of Young Regulator Acceptable: a. For blades with maximum dimensions under 10 inches; dial regulator with locking nut, round end spring-in bearing and square end damper bearing, Model SRHS-148. b. For blades with a maximum dimensions 10 to 20 inches; Catalog No. KSR-195, dial regulator with locking nut, round end spring-in bearing and square end bearing, Model SRHS-388. c. For blades with maximum dimension over 20 inches; damper quadrant with 1/2-inch size damper bearings, Model SRHS-128. Quadrants Where Ducts Are Not Accessible: Flush mounting concealed type, Young Regulator No. 301 Series with Series 927 angle gear drive where required. B. Combination Smoke Fire Dampers: UL 555S classified and labeled for 1.5 hours and dynamic system use, leakage Class 2, elevated temperature qualified at 350 degrees F. Ruskin model numbers specified; Prefco, NCA Mfg., Air Balance Inc., Greenheck or Cesco acceptable. 1, Ductwork or in return air or air transfer openings. Ruskin FSD-36. a. Corridor Duct Systems: Complete with fusible link, SP-100 switch package, Duct smoke detector, and 120 volt electric damper actuator. 15880 - Ductwork and Accessories Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2.03 2.04 2.05 2.06 FOUR-BOLT OR CORNER-CLIP DUCT CONNECTION SYSTEM A. C. Transverse Joints: Ductmate, Metz or W.D.C.I. duct connection systems are acceptable. Duct constructed using these systems will refer to the manufacturers guidelines for sheet gauge, intermediate reinforcement size and spacing, and joint reinforcements. Formed on flanges will be constructed as a SMACNA T-24 flange, whose limits are defined in the SMACNA. No other construction pertaining to formed on flanges, will be accepted. Flanged Interior Gasket: Ductmate 440 or approved. HANGERS FOR SHEET METAL WORK A. Provide hangers, supports and anchor bolts for all sheet metal work and equipment in accordance with SMACNA Standards. Provide supports as shown on drawings where specifically noted, with additional requirements noted below as applicable. B. Vertical Ducts: Angles riveted to the sides, in pairs; size same as bracing; 1" x 1" x 1/8" minimum. In shafts, provide supplementary steel angles or saddles at each floor, to distribute loads from bracing angles or channels, to the steel supports for the gratings and walkways and to the slabs. FLEXIBLE DUCT A. Factory insulated flexible duct with vapor barrier jacket, 1 inch fiber glass insulation, zinc- coated steel spring helix reinforcement, bonded polyester liner. UL 181 listed with flame- spread rating not over 25, smoke-developed rating not over 50. Rated positive : 10-inch water gauge. B. Manufacturer: Owens-Corning, Thermoflex, Wiremold or Flexaust. DIFFUSERS A. Manufacturer: Model numbers are based on Titus; equivalent of Carnes, Anemostat Tuttle & Bailey, Price, Tempmaster, J&J or Krueger acceptable. B. Linear Diffusers: 1. Titus Series ML linear slot diffusers. 2. Provide pattern controller for up to 180 degrees change in direction. 3. Extruded aluminum construction, white acrylic finish, margin style as required. 4. Complete with insulated plenum. C. Square Diffusers: 1. Perforated type with adjustable pattern control and removable perforated face. Border type to suit ceiling. White finish. Model PMC [square neck] or PCS [round neck]. 15880 - Ductwork and Accessories Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2. Square louver type with adjustable pattern controller. Border type to suit ceiling. White finish. Titus TMSA. 3. Modular core type with pattern control by changing the orientation of the modular core. Border type to suit ceiling. White finish. Model MCD. 4. Where indicated, provide diffusers with fire damper in neck and UL listed and labeled thermal blanket over diffuser pan. 2.07 GRILLES A. Manufacturer: Model numbers are based on Titus; equivalent of Carnes, Anemostat Tuttle & Bailey, Price, J&J, or Krueger acceptable. Finish: White enamel except for linear bar type. Supply Grilles: Series 300FL. Extruded aluminum double deflection with adjustable grille bars; front bars vertical, rear bars horizontal; 1-1/4-inch overlap margin. Ceiling Return and Transfer Grilles: Model SOF, 1/2-inch aluminum grid, border type 1 for GWB ceilings or type 7 for lay-in T-bar ceilings. Wall Exhaust, Transfer and Relief Grilles: Model 350-RL. Steel construction with horizontal face bars at 35 degrees, 1-1/4 inch overlap margin. Ceiling Exhaust Grilles: Model 350-RL with border type to suit lay-in T-bar ceilings or gypsum board ceilings. Linear Bar Type Grilles: Model CT-480 with type 1A frame and board type C concealed fastening for wall installation and type 5 heavy duty frame for floor installation. Anodized finish; color selection by Architect. Heavy Duty Exhaust and Return Grilles: Model 355RL-HD with 18 gage border and 14 gage blades at 38 degrees and 1/2-inch spacing. PART 3 - EXECUTION 3.01 DUCTWORK INSTALLATION-GENERAL A. Fabrications, fittings, joints, take-offs, attachment to sheet metal work, turning vanes, dampers, and installation shall be in strict conformance with the applicable SMACNA Standards. Routing of Ductwork: Avoid all structural supports, and coordinate all work with work of other trades. Offsets in Ductwork: Drawings do not show all offsets which may be required. Make offsets with fittings with as small angle of offset as possible; do not use turning vanes unless specifically shown. 15880 - Ductwork and Accessories Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington D. Ductwork Cleaning: Thoroughly clean all debris from the inside of all ductwork and plenums. Blow free all small particles of rubbish and dust. Seismic Restraints: Section 15050, "Basic Materials and Methods". Longitudinal locks or seams known as “button-punch” snap lock will not be allowed on ductwork over 1-inch static pressure. Provide access panels upstream of all duct mounted heating coils and downstream of all terminal unit heating coils. Minimum size 12 inches square. 3.02 MISCELLANEOUS COMPONENTS A. Location of Grilles and Diffusers: Verify exact location in field. Verify that ceiling diffuser and grille frames match ceiling types and finish prior to ordering. B. Flexible Ducts: 1. 3. Connect to metal ducts with a slip joint made using fire resistant mastic and clamp, Ideal "Snap-lock" or Ventlock "Suretight No. 670" at each end. Support in accordance with SMACNA 1985 HVAC Duct Construction Standards Figures 3-19 and 3-10. Do not install with abrupt bends or offsets. Maximum length 6-feet. C. Fire Dampers 1. Install per UL 555S. 2. Set and lock all dampers in the "Full Open" position prior to balancing work. 3.03 PRESSURE TESTING FOR LEAKAGE A. Furnish instruments, equipment, connecting devices, and personnel for the tests. Notify Engineer 7 days before inspection or testing is scheduled. Supply Ductwork Upstream of Terminal Units: 1. Test Apparatus: Portable blower with volume adjustment; flow measuring assembly for determining cfm of air being added to ductwork, consisting of a calibrated orifice mounted in straight tube with straightening vanes and pressure taps; U-tube manometers. Provide calibration curve for orifice assembly. Test ductwork before insulation is installed. Test for audible leaks as follows: a. Close off and seal all openings in the duct section to be tested - connect the test apparatus to the duct by means of a section of flexible duct; Start the blower with its control damper closed; Gradually open the control damper until the duct pressure 15880 - Ductwork and Accessories Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington reaches 2 inches w.g. in excess of indicated duct static pressure; Survey all joints for audible leaks - mark each leak and repair after shutting down blower - do not apply a retest until sealants have set. b. After all audible leaks have been sealed, measure the remaining leakage with the orifice section of the test apparatus as follows: 1) Start blower and open damper until pressure in duct reaches 25-percent in excess of designed duct operating pressure; maximum permissible leakage shall not exceed 1-percent of the total system design air flow rate - when partial sections of the duct system are tested, the summation of the leakage for all sections shall not exceed the total allowable leakage. 2) Final test of each section will be witnessed by Engineer. Give Engineer at least 72 hours prior notice before such test. c. Recording of Test Data: Record data of final test only, including sketch or diagram of tested section and actual leakage found during test. Submit two copies to Engineer for approval before installing insulation on ducts. 3.04 AIRBALANCING A. Section, 15050 "Basic Methods and Materials." END OF SECTION 15880 - Ductwork and Accessories Page - 7 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15881 DUCT CLEANING PART 1 - GENERAL 1.01 SCOPE OF WORK A. Provide labor, materials, equipment and other items necessary to remove the accumulation of dust, dirt, grease and/or foreign matter from the supply air systems described below. The surfaces shall be left in a clean, dry and odorless condition. The surfaces shall be clean so that a hand wiped across the surface shall not pick up dust. All grease and foreign matter shall be removed. The air systems to be cleaned shall include the following: 1. Atmospheric Sciences/Geophysics Building - Sub-Basement through Seventh Floor, inclusive: a. All low pressure supply ductwork downstream of air handling unit AHU-7. b. All exhaust ductwork within laboratory to roof level. 1.02 QUALIFICATIONS A. Cleaning shall be accomplished by a firm specializing in the cleaning of commercial duct systems with a minimum of three years experience cleaning those systems. 1.03 METHOD OF CLEANING A. General: Prior to cleaning, the selected firm shall inspect and report to the Owner's Representative or Construction Coordinator damage and/or deficiencies for: 1. Duct and duct connections 2. Volume dampers 3. Fire dampers 4. Turning vanes 5. access panels 6. Duct external insulation 7. Duct coils 8. Excessive duct joint leakage a. Items discovered to be damaged during the cleaning process shall be repaired and/or replaced by the selected firm to the satisfaction of the Owner and at no expense to the Owner. 15881 - Specifications for Duct Cleaning Page - | Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington b. All dirt/contaminants from all sides of the interior duct surfaces shall be removed, isolation and negative air pressure procedures shall be used to prevent "dust" from entering the building. If, as determined by the Owner's Representative or Construction Coordinator, proper containment procedures have not been employed, work shall be stopped and additional isolation shall be provided by the selected firm to the satisfaction of the Owner's Representative or Construction Coordinator. c. Flammable solvents, solvents injurious to bare metal or equipment, and toxic solvents, shall not be used. B. Unlined Ductwork: The entire interior surface of unlined ductwork shall be brushed to dislodge dirt/contaminants using either manual or mechanized means. The use of compressed air agitation for unlined ductwork will not be acceptable. External insulation penetrated or damaged during the cleaning process shall be repaired using materials and methods that match existing. C. Dampers: All duct mounted volume, fire and zone dampers shall be marked as to their current setting, then inspected and cleaned. External moving parts are to be treated with an approved dry lubricant (such as Aerolex Dry Moly) material. After cleaning, dampers shall be returned to their original setting. 1.04 DISPOSAL OF DIRT A. All dust, dirt, grease or foreign matter removed from the ducts shall be collected and disposed of by the selected firm in closed containers. No such material shall be allowed to spread to any area of the campus. The closed containers shall be removed from the campus at the end of each day's operation. 1.05 ACCESSING OPENINGS A. The selected firm shall provide the necessary access openings in the ductwork and shall provide air-tight closures for all such openings. Access openings shall be provided at selected locations so as to accommodate the complete cleaning of the ductwork and to allow visual inspection of said ductwork by the Owner. The selected firm shall provide access openings as follows: 1. At 20 foot intervals, minimum, in all duct systems. 2. On both sides of turning vanes in all ducts. 3. At fire damper locations on each side. 4. Atall locations of internally duct mounted equipment or devices including balancing dampers, automatic dampers, damper motors, and controls except where an access door has been previously provided. 5. Elsewhere as required to insure complete cleaning as required herein. 6. Elsewhere where required for direct visual inspection. 15881 - Specifications for Duct Cleaning Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. The selected firm shall show exact installed locations of access openings on the provided project drawings. Access panels shall not project into any duct or impede the uniform flow of air. C. Access doors and frames in ductwork shall be, as a minimum, of same thickness sheetmetal as duct in which installed. Doors in insulated or sound lined ducts shall be of the double paneled or hollow type, filled with the same insulation material, and shall be set flush with the interior insulation surface. Doors 24 inches and larger shall have three hinges and doors under 24 inches two hinges. Latches shall be Duro-Dyne NO. SP20 or approved equivalent by Elgin, Ventlock or Aevo. All doors shall seal against neoprene or felt gaskets and shall be a minimum of 12 inches x 12 inches unless further limited by duct size. Door installations shall be made air tight on all ducts with 4 ounce, four inches wide canvas, saturated with an arabol type lagging adhesive and firmly applied. The canvas stripping shall be applied prior to insulation repairs. 1.06 HOT WORK A. Use of torches, welders and other equipment which produces high temperatures is not permitted without the written permission of the Owner and the Seattle Fire Department. END OF SECTION 15881 - Specifications for Duct Cleaning Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15925 TESTING, ADJUSTING, AND BALANCING PART 1 - GENERAL 1.01 1.02 1.03 1.04 DESCRIPTION A. Work Included: The work of this Section includes, but is not limited to, testing, adjusting, and balancing of mechanical systems. GENERAL AND SUBMITTALS A. Test, adjust, and balance each system to produce system performance and space condition specified. B. The Contractor, as part of this contract, shall obtain the services of a qualified testing agency not affiliated with the General Contractor or his Subcontractors. Prior to commencing work under this section of the specifications, the testing agency shall have been approved by the Engineer and shall be a certified member of the Associated Air Balance Council or shall have submitted adequate documentation to satisfy the Engineer as so his competence. Minimum qualifications for acceptance shall be the General Membership standards of the Associated Air Balance Council (AABC) or the National Environmental Air Balancing Bureau (NEBB). Balancing agency and personnel shall be unrelated to the sale or installation of the system and the control equipment. C. Procedures: Balancing will be accomplished in accordance with schedules approved by the Engineer. Procedures, in general, will be in accordance with the AABC "National Standards for Field Measurements and Instrumentation - Total System Balance," Volume One, No. 81266. D. Qualifications: Submit the name of the agency proposed to the Engineer for approval within twenty days from the date the construction notice to proceed is issued. The submittal shall further include the certified individual qualifications of all persons responsible for supervising and performing the actual balancing, the name of the certifying engineer and the qualifications of the Registered Professional Engineer certifying the report. INSTRUMENTS A. All instruments used for measurements shall be accurate and calibration histories for each instrument shall be available for examination. Method of application of instrumentation shall be in accordance with AABC/NEBB Procedures. WORK BY CONTRACTOR A. Before balancing and testing can commence, check all fans, pumps, and other rotating equipment for proper rotation and lubricate per the manufacturer's recommendations and operate all fans, pumps, and auxiliary equipment for a minimum of one week. During this period, all control components shall be checked out and calibrated by the appropriate Subcontractor under operating service; these components include, but are not limited to, 15925 - Testing, Adjusting, and Balancing Page - 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. thermostats, temperature sensors and controllers to ensure they are connected to the appropriate device, respond to temperature changes, and are of the correct action to be compatible with the controlled device. The air distribution system shall be checked out to ensure that each outlet is properly connected to the branch duct, a volume damper exists for each outlet (supply, return and exhaust), and is in the wide-open position; in addition, all other volume dampers shall be verified that they exist and are functional. Provide the following: 1. Access to all volume dampers, valves and balancing devices, including ceiling tile removal and replacement. 2. Ladders, scaffolds, staging and accessories required to gain access to all dampers, valves and balancing devices. 3. Fan drive changes as directed by the Balancing firm including fixed and variable pitch drives. 1.05 CERTIFIED REPORTS A. Three copies of the reports, submitted in the following format, covering air balance, air motion (drafts), water system balance and sound levels, shall be submitted to the Engineer, prior to final acceptance of the project. 1.06 CONTENTS OF REPORTS A. The reports shall be certified by a Registered Professional Engineer who is experienced in air and water balancing. Certification shall include adherence to agenda, calculation procedures, and final summaries. B. The certified reports shall include air balance and equipment data listed below and grouped per system. C. Provide drawings indicating equipment and outlets labeled in accordance with the report numbering system. D. Types, serial numbers and dates of calibration of all instruments used shall be included. E. Air handling equipment report shall include but not be limited to: Air Handling Equipment Installation data Design data Fan Recorded Data Manufacturer and Model Total cfm Cfm Size Static Pressure Static Pressure Arrangement, Discharge and Class Motor HP, rpm and Amp RPM Motor HP, Voltage, Phase, Cycles and | Outside Air - cfm Motor Operating Amp Full Load Amps Location and Local Identification Fan rpm Motor Operating BHP Data Fan BHP 15925 - Testing, Adjusting, and Balancing Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory Port Townsend, Washington June 24, 2010 Inlet and Outlet Dry Bulb Temperature F. Duct systems report shall include but not be limited to: Duct cfm - Mains, Branches, Individual air terminals Heating Coils (Design Fresh Air and Exhausts and recorded data for the following): Duct size(s) Supply or Exhaust Terminal Make and model Identification (Location and number designation) Number of Pressure Readings | Manufacturer's Catalog Differential static Identification and Type pressure Sum of Velocity Factors for Application Velocity air flow through the Measurements Area, and Designated Area, etc. coil Duct Recorded cfm Design and Recorded Velocities — fpm Average Velocity Design and Recorded Quantities — cfm Duct Design cfm Deflector Vane or Diffusion Cone Settings G. Air heating equipment reports shall include but not be limited to: Air Heating Equipment Design data Recorded data Load in Btu or Mbh Type of equipment and identification (location or number designation) Gpm Entering and leaving air conditions Entering and leaving water temperature Entering and leaving water temperature Entering and leaving air conditions Gpm (if metered) Cfm Temperature rise or drop Water pressure drop Air pressure drop Air pressure drop PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.01 AIRSYSTEM PROCEDURES A. Prior to the final inspection of the building or project, all air handling and distribution systems shall have been adjusted, as necessary, to provide the required (design) supply, return and exhaust air quantities for each component. Balancing of all systems shall be conducted under conditions approximating actual operation with any auxiliary systems in simultaneous operation. 15925 - Testing, Adjusting, and Balancing Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.02 G. H. Air quantity measurements in ducts shall be made by Pitot tube traverse of the entire cross sectional area of the duct. Duct Test Ports: Provide where required, in ductwork or casings for all balance measurements. Installation shall be airtight and complete with screw cap and gasket. Extend cap through insulation. Special requirements 1. Ducts having air velocities of 1000 feet per minute and higher shall have flow measured with inclined manometers or draft gages, having suitable scales and increments. 2. Ducts having air velocities lower than 1000 feet per minute shall have airflow measured with micromanometers, hook gages; or similar low pressure instruments. 3. Instrument test holes, shall be provided where required and shall be plugged with removable caps at completion of balancing. 4. Measurement of air quantities at each type of inlet and outlet air terminal shall be determined by the method approved for the balancing agenda. Volume control devices shall be used to regulate air quantities of supply and exhaust air terminals only to the extent that adjustments do not create objectionable air motion or sound levels in excess of specified limits. Volume control by means of air terminal adjustment or duct internal devices other than dampers or splitters, is not permitted. Final measurements of air quantities shall be made after air terminals have been adjusted to provide the optimum air patterns of diffusion. Provide new volume dampers or repair existing dampers as required to balance system. Total system air quantities shall be varied by adjustment of fan speeds. Branch duct air quantities shall be adjusted by damper regulation. Adjust all airflow rates to within 10 percent of design values. Mark final position of all balancing dampers. WATER SYSTEM PROCEDURES A. Adjustment: 1. All water systems shall be adjusted to provide required quantity to or through each component. 2. Domestic hot water systems shall be adjusted to provide even temperatures throughout the system. a. Metering: Water quantities and pressures shall be measured with calibrated meters. b. Venturi tubes, orifices, or other metering fittings and pressure gages shall be used to measure water flow rates and balance systems. 15925 - Testing, Adjusting, and Balancing Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington i. Systems shall be adjusted to provide the approved pressure drops through the heat transfer equipment prior to the capacity testing. Where flow metering fittings are not installed, flow balance shall be determined by measuring temperature differential across the heat transfer equipment. Measurement of temperature differential shall be performed with the air system, adjusted as described herein, in operation. Automatic controls: Automatic control valves shall be positioned for full flow through the heat transfer equipment of the system during tests. Distribution: Adjustment of distribution shall be effected by means of balancing devices (cocks, valves, and fittings) and automatic flow control valves as provided; service valves shall not be used. Special procedures: Where available pump capacity (as designed) is less than total flow requirements of individual heat transfer units of system served, full flow may be simulated by the temporary restriction of flow to portions of the system; specific procedures shall be delineated in the agenda. Adjust all water flow rates to within 10-percent of design values. 3.03 BACK-CHECK REQUIREMENTS A. Demonstrate 10 percent of readings (as selected by Engineer) to Engineer. B. If more than 10 percent of selected readings are contrary, repeat tests at no additional expense to the Owner. END OF SECTION 15925 - Testing, Adjusting, and Balancing Page - 5 1.01 1.02 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15975 DDC CONTROL SYSTEM PART 1 - GENERAL DESCRIPTION A. The work of this Section requires the extension of the existing Niagra DDC system to this new local DDC control panel. Alarm points are brought to the local panel. The local panel is sized for future analog and digital inputs and outputs. B. Owner Network: Control contractor shall provide all software, hardware, and labor required to allow the Owner to fully access all control functions including programming. C. Provide BACnet open communications capabilities as specified QUALITY ASSURANCE A. Approved Manufacturers / Representative: Niagra / Control Contractors Inc. B. Installer: By the District Office of the manufacturer as a subcontract, or by a firm regularly engaged in the installation of building direct digital HVAC control systems for a period of not less than 5 years. The entire control system shall be installed by qualified electricians and mechanics, all of whom are properly trained and qualified for the work they perform, and directly supervised by the local representative of the component manufacturer. C. DDC manufacturer shall be responsible for all DDC components and temperature control wiring for a complete and operable system. All wiring shall be done in accordance with all local and national codes. D. The DDC system shall be designed and installed, commissioned and serviced by factory trained personnel of the local branch office of the manufacturer or the local, manufacturer’s franchised dealer. The manufacturer/dealer shall have an in-place support facility within 100 miles of the site with technical staff, spare parts inventory and necessary test and diagnostic equipment. Manufacturer/dealer shall have fully dedicated Service Department facility within 90 minutes response time of the facility with technical staff, spare parts inventory and necessary test and diagnostic equipment. The manufacturer or franchised dealer shall provide an experienced project manager for this work, responsible for direct supervision of the design, installation, start up and commissioning of the DDC. E. Materials and equipment shall be the catalogued products of manufacturers regularly engaged in production and installation of automatic temperature control systems and shall be manufacturer's latest standard design that complies with the specification requirements. All materials and equipment furnished shall be new. Control equipment and systems involving smoke control shall be listed under UL864 “Controlling Units for Fire-Protective Signaling Systems,” and follow NFPA 92A “Recommended Practice for Smoke-Control Systems” and NFPA 92B “Guide for Smoke Management Systems in Malls, Atria, and Large Areas.” This 15975 —- DDC CONTROL SYSTEM DDC Page 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington system shall have a documented history of compatibility for a minimum of 10 years. Future compatibility shall be supported for no less than 10 years. Compatibility shall be defined as the ability to upgrade existing field panels to current level of technology, and extend new field panels on a previously installed network. Compatibility shall be defined as the ability for any existing field panel microprocessor to be connected and directly communicate with new field panels without bridges, routers or protocol converters. 1.03 SUBMITTALS A. B. Provide submittals in accordance with Section 15010 "Mechanical Provisions." Furnish a complete list of equipment including a manufacturer's catalog sheet for each item of equipment. 1. All materials and equipment used shall be standard components, regularly manufactured for this and/or other systems and not custom designed specially for this project. 2. All systems and components shall have been thoroughly tested and proven in actual use for at least two years. Manufacturer's Installation Instructions: Include for all manufactured components. Provide for approval a complete set of shop drawings on Auto CAD 2006 or latest version prior to installation. Include the following information: 1. Interconnect Drawings: a. Show all field wiring for equipment and devices. b. Identify the type and size of wire and assign unique numbers to every wire. c. Identify equipment and devices by the reference designations shown on the mechanical drawings. Provide material list on each control drawing. d. Schematics showing the general mechanical system layout with sensors, control valves, alarms, switches and all other devices. e. Floor plan drawings showing location of all control panels as scheduled, room sensors, computers and controllers. 2. Wiring Diagrams: a. Show internal wiring of all panels. b. Show general physical arrangement of component devices installed in the panels. c. Provide elementary ladder diagrams to show the function of circuits employing switching logic for each electric motor operated unit. d. Provide panel schedule showing location, systems served and point count. 15975 — DDC CONTROL SYSTEM DDC Page 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington G. 3. Provide mechanical equipment identification signs consistent with those on drawings. For plans, provide room numbers as identification on architectural drawings. Provide descriptions of all software. Provide Point-to Point Test and Field Quality Control and Testing Plans as outlined in Part 3, "Execution." Test Plans shall be used in final acceptance to verify operation of all points and control functions specified. List of any subcontractors and references. 1.04 COORDINATION A. Ensure installation of components is complementary to installation of similar components in other systems. Coordinate installation of system components with installation of mechanical systems equipment such as air handling units and air terminal units. Ensure system is completed and commissioned. Coordinate with Owner's Commissioning Agent - see Section 15997. The systems commissioning process shall consist of a full point- to-point operational check of all EMCS hardware and software features including all specified features in the sequence of operation for each piece of equipment. This Contractor shall, under the supervision and direction of the Owner’s Commissioning Agent and Owner’s Representative, place each piece of equipment into all modes of operation for the purposes of demonstrating compliance with the Contract Documents. Coordinate and support test/balance contractor for all balancing requirements. See Section 15925. Work By Others: 1. Electrical Contractor Provides: a. 120V power to all DDC and/or temperature control panels where indicated on electrical drawings. DDC Contractor shall provide all 120V power connections not shown on the electrical drawings. b. Wiring of all power feeds through all disconnect starters to electrical motor. c. Wiring of any remote start/stop switches and manual or automatic motor speed control devices not furnished by DDC manufacturer unless noted to be provided by division 15 on the mechanical schedules. d. Wiring of any electrical sub-metering devices furnished by DDC manufacturer. 1.05 PROJECT RECORD DOCUMENTS A. Accurately record actual location of control components, including panels, controllers, thermostats, and sensors. 15975 - DDC CONTROL SYSTEM DDC Page 3 1.06 1.07 2.01 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. C D. E; Revise shop drawings to reflect actual installation and operating sequences. . Include data specified in "Submittals" in final "Record Documents" form. Perform and Document results of Field Test Plan. Certificate stating that control systems have been tested and adjusted for proper operation. OPERATION AND MAINTENANCE DATA A. Submit in accordance with Section 15010, "Mechanical Provisions". B. Include items as specified in "Project Record Documents". C. Include inspection period, cleaning methods, cleaning materials recommended, and calibration tolerances. SERVICE AND GUARANTEE A. After completion of the system, including software, submit a warranty in accordance with Section 15010 Mechanical Provisions. Provide all services, materials and equipment necessary for the successful operation of the DDC hardware and controls during the warranty period. B. During the warranty period provide a 24-hour emergency service number where a qualified automation service engineer familiar with the installed system may be reached. This engineer shall have the capability of remotely communicating with the system for troubleshooting and program alterations. C. Provide inspection for opposite season to test, calibrate, and adjust controls; submit written report for each inspection. PART 2 - PRODUCTS UNITARY CONTROLLERS A. Unitary Controllers shall support, but not be limited to, the control of the following configurations of unitary equipment to address current requirements as described in the sequence of operation, and for future expansion: Unit Ventilators (ASHRAE Cycle I, I, III, or W) Heat Pumps (Air to Air, Air to Water) Packaged Rooftops Chillers and associated devices Boilers and associated devices Fan Coils Aa a ee Unitary Controllers shall support all the necessary point inputs and outputs to perform the specified control sequences in a totally stand alone fashion. Application programs and parameter data shall be stored in nonvolatile memory (EEPROM). 15975 - DDC CONTROL SYSTEM DDC Page 4 2.02 2.03 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington . The modes of operation supported by the UV Controllers shall minimally include, but not be limited to, the following: 1. Day/Weekly Schedule 2. Comfort/Occupancy Mode 3. Economy Mode (Standby Mode, Unoccupied, etc.) 4. Temporary Override Mode. . The operator interface to any unitary controller point data or programs shall be through any network-resident PC workstation, any PC or portable operator's terminal connected to any DDC panel in the network, or through terminal jack at room temperature sensor. Provide NEMA enclosure rated for plenum use. A local disconnect shall be provided at each unitary controller to individually disconnect control power without interruption to any other digital controller. F. Agency Listing: UL 916. SURGE PROTECTION Provide Surge and transient protection consisting of devices installed externally to digital controllers and operator workstations. . Power Line Surge Protection Surge suppressers external to digital controller, shall be installed on all incoming AC power. Surge suppresser shall be rated by UL 1449, and have clamping voltage ratings below the following levels: 1. Normal Mode (Line to Neutral): 350 Volts 2. Common Mode (Line to Ground): 350 Volts . Telephone and Communication Line Surge Protection: Metal oxide varistor (MOV) protection or equivalent, rated for the application, shall be installed at the equipment. Additional protection, gas tubes rated for the application, shall be installed within 3 feet of the building cable entrance or within 3 feet of the telephone company's network interface. . Sensor and Control Wiring Surge Protection: Controllers shall have sensor and control wiring surge protection with optical isolation, metal oxide varistors (MOV), or silicon avalanche devices. Fuses are not permitted for surge protection. WIRING Provide complete electric wiring for temperature control apparatus, including transformer primaries. Control circuit conductors which run in the same conduit as power circuit conductors shall have the same insulation level as power circuit conductors. A. AC Control Wiring 1. Control wiring for 24 V circuits shall be insulated copper 18 AWG minimum and shall be rated for 300 VAC service. 15975 - DDC CONTROL SYSTEM DDC Page 5 2.04 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2. Wiring for 120 VAC shall be 14 AWG minimum and shall be rated for 600 VAC service. B. DDC Analog Signal Wiring: Analog signal wiring for analog inputs and analog outputs shall be 18 AWG single or multiple twisted pair. Each pair greater than one shall be 100 percent shielded, and have 20 AWG drain wire. Exception is direct connect RTD wiring which shall be 18 AWG minimum twisted pair, 100 percent shielded, and with 20 AWG drain wire. Each wire shall have insulation rated to 300 VAC. Cables shall have an overall aluminum- polyester or tinned-copper cable-shield tape, overall 20 AWG tinned copper cable drain wire, and overall cable insulation rated to 300 VAC. C. Plenum Cable: Plenum cable shall be UL approved for use in ceiling return air plenums. Plenum cable external to electrical raceway is permissible in the following locations: 1. Stand alone DDC communication trunk serving application specific controllers within a building 2s DDC system sensor wire installed above suspended ceilings. CONTROL COMPONENTS A. Temperature Sensors: L, Pipe Temperature sensors shall be thermistor, nickel or platinum type RTD's, factory calibrated within plus or minus 0.5 degrees F. 2. Insertion elements for liquids shall be stainless steel encased and matched with the temperature wells installed with a minimum insertion length of 2-1/2 inches. 3. Spans and Ranges a. Temperature: 1. 50 degrees F span: Room, chilled water, cooling coil discharge air, return air sensors 2 100 degrees F span: Outside air, hot water, heating coil discharge air, mixed air sensors 3. 200 degrees F span: High temperature hot water, heating hot water, chilled/hot water system sensors. b. Pressure: li, -0.5 to 0.5inches of water differential range: Static pressure of rooms 2. 0 to 2 inches of water differential range: Duct static pressure 3. 0 to 100 PSI differential range: Pumps B. Differential Static Pressure Sensors/Transmitters: Provide integral pressure transducer and transmitter. Output of pressure instrument shall be 4-20 mA signal proportional to the pressure span. Accuracy shall be 1.0-percent, linearity shall be 0.1-percent. Supply voltage shall be 24 V. Unidirectional with range not exceeding 150-percent of maximum expected input. C. Actuators: Provide for all motor-operated dampers, valves and AHU Fan Flow Control Device of sufficient size and type, matched to application.. 1. Electric actuators: Provide analog, current proportional, or 2-position with solid state positioner to stop automatically at end of travel. Complete with a permanently lubricated gear train. Provide spring return to normally-open or 15975 — DDC CONTROL SYSTEM DDC Page 6 2.05 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington normally-closed on loss of control power for outside air dampers Provide position feedback for actuators as specified in "DDC Point List". Manufacturer: Siebe-Barber Colman or Belimo. Control Panels: Provide for controls and instruments. Panels shall be UL 508 approved assemblies, NEMA type rated for application and location, surface or flush mounted panel as indicated with key locked door with continuous hinge. Manufacturer's standard baked enamel finish. Control Relays: Shall be rated for the application, with a minimum of two sets of Form C contacts, enclosed in a dustproof enclosure. Relays shall be rated for a minimum life of one million operations. Operating time shall be 20 milliseconds or less, with release time of 10 milliseconds or less. Relays should be equipped with coil transient suppression devices to limit transients to 150 percent of rated coil voltage. Contactors: Single coil electrically operated. Contacts shall be double break silver to silver. Number of contacts and rating shall be selected for the application intended. Operating and release times shall be 100 milliseconds or less. Contactors shall be equipped with coil transient suppression devices to limit transients to 150 percent of rated coil voltage. Temperature Indication: Provide Bimetal dial type indicator suitable for duct-mounted air sensing as indicated. If readability is not possible with duct-mounted thermometers, provide remote bulb dial type mounted for easy reading and labeled to identify temperature as indicated; 3-inch dial, range 0-160 F. Accuracy: 2-percent of full range. Pressure Indication: Provide gage range so normal pressures are approximately equal to the midpoint readings on the scale, unless otherwise specified, as indicated. Accuracy shall be plus or minus 2 percent of the range. Gages for differential pressure measurements shall be 4-1/2 inch (nominal) size with two sets of pressure taps and zero point adjustment. Transformer: Provide transformers shall conformance to UL 506. Power digital controllers on the primary communication trunk from dedicated circuit breakers. Provide a fuse cutout on the secondary side of the transformer. Nameplates: Laminated plastic 1/16-inch thick with neatly beveled edges and screwed to panel. Color shall be black with 0.375-inch white engraved block lettering. METERING A. Chilled Water BTU Meter: The existing Chilled Water Supply (CWS) and Chilled Water Return (CWR) temperature points will be used in conjunction with the flow meter to determine the amount of cooling being provided by the system. Provide graphic with an instantaneous reading in MBH. Provide a trend log of MBH versus Time in 15 minute intervals. PART 3 - EXECUTION 15975 - DDC CONTROL SYSTEM DDC Page 7 3.01 3.02 3.03 3.04 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. B. Notify the Owner Representative in writing of conditions detrimental to the proper and timely completion of the work. INSTALLATION (GENERAL) A. Install in accordance with manufacturer's instructions. B. Provide all miscellaneous devices, hardware, software, interconnections installation and programming required to insure a complete operating system in accordance with the sequences of operation and point schedules. C. It is the intent of this paragraph to require provision and installation of all equipment, tubing, wiring, conduit, materials, etc. necessary for proper installation and operation of the system indicated on the drawings in exactly the manner described herein. The Contractor shall provide any, and all, necessary items to accomplish the operation hereinafter specified regardless of whether the items or equipment required are specifically specified under this section or not. The "Sequence of Operation" in all cases shall prevail should any questions be raised relative to what is to be provided. The Contractor is obligated to conform to all requirements to provide the "Sequence of Operation" hereinafter specified. LOCATION AND INSTALLATION OF COMPONENTS A. Locate and install components for easy accessibility; in general, mount 60-inches (panels measured from top edge) above floor with minimum 3'-0" clear access space in front of units. CONTROL WIRING AND CONDUIT A. All control wiring, all conduit for control wiring, and all miscellaneous accessory equipment for control wiring systems shall be provided by the Control Subcontractor as part of the control system. Conform to Division 16 requirements, NFPA 70, and all local code requirements. B. All wire in or through mechanical rooms, finished spaces, on roofs, in walls, below grade and inside equipment (except within control wiring compartments or control panels) shall be installed in conduit and properly supported. Label wire groups to match corresponding wiring diagrams. C. Plenum Cable: Plenum cable type, installation methods and use shall be subject to City and State Codes and Regulations. Within ceiling space, attach directly to wall or slab on 4-foot centers, or support from ceiling suspension wires on 4-foot centers. Do not attach cables to pipes or ducts, or lay on ceilings. D. Instrumentation and communication cable shall not be run together in the same conduit or raceway as power wiring. 15975 - DDC CONTROL SYSTEM DDC Page 8 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington E. Communication Cable: Provide all communication wiring between operator workstation and standalone DDC panels, between standalone DDC panels and application specific controllers such as AHU, Unitary or VAV digital controllers. All communication cable shall be checked for continuity, grounding, and shielding. Local area network communication wiring between operator workstations and standalone DDC panels shall be in conduit. F. Grounding: Ground controllers and cabinets to a good earth ground. Grounding of the green AC ground wire, at the breaker panel, alone is not adequate. Run metal conduit from controller panels to adequate building grounds. Ground sensor drain wire shields at controller end. G. Provide all control power requirements for all control components from the nearest electrical panel. Coordinate control power requirements with Electrical Contractor. 1. All necessary control, power, time delay relays and control transformers shall be provided to make a complete and operable system as called for in the sequence of operation. 2. All electrical power serving the control system equipment shall come from dedicated electrical circuits. Other sources of power for control system components will not be acceptable. Electrical power serving control equipment shall not share a disconnect with the equipment it serves. Control equipment shall continue to operate when the equipment it serves is disconnected from electrical power. All control components including local operator station, shall continue to function on emergency power when the standard power supply is interrupted. 3. Surge suppressors shall be provided on all control circuits. 4. Division 16 Contractor has located power throughout the facility for the DDC work. Extend power from these locations to locations required for the DDC system and shall include all costs within the DDC bids. 3.05 FIELD QUALITY CONTROL AND TESTING A. Demonstrate compliance of the HVAC control system with the contract documents. Calibrate instrumentation and controls and verify the specified accuracy using calibrated test equipment. Adjust controls and equipment to maintain conditions indicated, to perform functions indicated, and to operate in the sequence specified. Furnish personnel, equipment, instrumentation, and supplies necessary to perform calibration and site testing. Ensure that tests are performed by competent employees of the DDC system installer or the DDC system manufacturer regularly employed in the testing and calibration of DDC systems. Calibrate field equipment and verify equipment and system operation before placing the system on- line. Field testing shall include the following: 1. Calibration Accuracy and Operation of Inputs Test. Check for proper calibration and operation of each input instrument. For each sensor (temperature), record the reading at the sensor, and using a traceable test equipment, and record the reading at the digital controller. Document each reading for the test report. 15975 —- DDC CONTROL SYSTEM DDC Page 9 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2. Digital Controller Start-up and Memory Test: Demonstrate that programming is not lost after a power failure, and digital controllers automatically resume proper control after a power failure. 3. Surge Protection: Show that surge protection, meeting the requirements of this specification, has been installed on incoming power to the digital controllers and on communication lines. B. Document all tests with detailed results. Provide statement that all corrective action taken. Include test report in Operation and Maintenance Manuals. 3.06 TRAINING A. Upon completion of the work, furnish the services of a competent technician regularly employed by the DDC manufacturer for the instruction of facility personnel in the operation and maintenance of new DDC controls. B. Furnish a written test plan and training schedule for approval 15 days prior to instructing operating personnel including the following: 1. Recommended training schedule for operators workstation, standalone DDC controllers, Application specific digital controllers and field components. 2. Qualification of Instructors 3. List of all training materials, aids, etc. 4. List of customer training schools offered by the DDC manufacturer. C. Provide all training materials necessary for a minimum of two facility personnel, including: 1. Operations and Maintenance Manual 2. As-Built control diagrams 3. Detailed description of the system 4. Complete listing, graphical logic diagrams of all software programs required to perform the sequence of operation 5. Commands, operating and trouble shooting instruction and routine maintenance procedures. D. Training: Provide 8 hours of classroom training using training material. Each attendee should be able to perform elementary operations, with guidance, and describe the general hardware architecture and functionality of the system. This course shall include, but not limited to, the following: 1. Theory of operations 15975 — DDC CONTROL SYSTEM DDC Page 10 3.07 3.08 3.09 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 2. Hardware architecture 3. Operation of system 4. Operator Commands 5. Control sequence programming 6. Data base entry 7. Reports and logs 8. Alarm reports 9. Diagnostics. SEQUENCE OF OPERATIONS A. General: 1. All controls shall be by the DDC system unless indicated to be by local controls. 2. The DDC system shall schedule each system or zone independently per owner's operating schedule. All operating schedules shall be confirmed with Owner and adjusted as necessary. B. Sequence of Operations: Sequence of Operation is shown on the drawings. DDC POINT LIST A. General: | DDC point list is shown on the drawings. B. Abbreviations AI Analog Input AO Analog Output DDC _ Direct Digital Control DI Digital Input DO Digital Output T Temperature Sensor/Transmitter ALARMS A. All alarms shall log and print on the LOS. All alarms shall be capable of being alarmed to the remote host station at the Owner's CPU. Alarms shall not shut down the equipment unless 15975 - DDC CONTROL SYSTEM DDC Page 11 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington otherwise specified. Setup alarm responses as identified in the following table or as otherwise identified in the Contract Documents. END OF SECTION 15975 — DDC CONTROL SYSTEM DDC Page 12 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington SECTION 15997 COMMISSIONING HVAC SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. D. Work Included: The work of this section includes, but is not limited to testing and verification of system performance. This specification covers the commissioning of HVAC systems which are a part of this project. The purpose of commissioning is to bring the project HVAC system to a state of dynamic operation in accordance with the contract plans specifications by verifying the operation of individual components, subsystems, and systems. The intent is to have the work performed by the contractor and to complete the commissioning process prior to occupancy. The systems listed below shall be commissioned as specified in this section; 1. Direct Digital Control System 2. Air Handling Systems AHU-7 and it's associated exhaust fan The Contractor shall furnish all special tools and equipment required during the commissioning process. A list of all tools and equipment to be used during commissioning shall be submitted for approval. Commissioning Agent: The Contractor shall designate a commissioning agent to act as their representative. 1.02 COMMISSIONING DOCUMENTATION A. The Contractor shall maintain the commissioning documentation in ring binders. The commissioning documentation shall be organized by system and subsystem when practicable. All pages shall be numbered and a table of contents page shall be provided. The commissioning documentation shall include, but not be limited to, the following. 1. Control sequence of operation with system diagrams and graphics. 2. Testing and Balancing Report including system description. 3. Approved shop drawings and catalog submittals, Operation and Maintenance Manuals specified on other sections of these specifications. 4, List of routine maintenance tasks. 5. Completed pre-commissioning check lists. 6. Commissioning functional performance test checklists. 7. Separately bound half size as-built drawings. 15997 - Commissioning HVAC Systems Page - 1 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington B. The Contractor shall be responsible for maintaining the commissioning documentation until final acceptance of the project. All checklists included in this section of the specifications shall become part of the commissioning documentation. The commissioning documentation shall be kept current by the Contractor and shall be available for inspection at all times. At the time of acceptance of the project, the Contractor shall furnish 3 copies of the commissioning documentation to the Owner. 1.03 COMMISSIONING SEQUENCE A. Phase 1 - Preliminary Commissioning: Provide schedule listing dates for completion for the following tasks, System descriptions, Testing and Balancing Reports, Shop drawings/Catalog cut submittals, Operations Maintenance Manuals and completed pre-commissioning checklists submitted for approval by the Owner's representative. B. Phase 2 - Functional Performance Testing: Provide schedule listing dates for completion of the Functional Performance Test Checklists. Submitted for approval by the Owner's Representative. Functional Performance Testing shall not begin until Phase 1 of the commissioning process is complete and accepted. C. Phase 3 - Training: Provide schedule listing dates for completion of training. Training may be integrated with Phase 2. D. Schedule: Provide schedule for events consistent with overall construction schedule as part of the initial equipment submittal or 30 days after initiation of the contract, whichever is first. 1.04. PRE-COMMISSIONING CHECKLISTS A. Pre-commissioning checklists shall be completed in accordance with schedule. Refer to Appendix 1 of this section for checklists. The indicated initial is required in each location for all items, except where an "X" is shown indicating an initial is not required. See initials legend below for required initials. The pre-commissioning checklists will not be accepted as complete until all items have been initialed signifying this portion of the project is ready for Functional Performance Testing. B. The Owner's representative shall be the last person to initial each checklist item. C. The Contractor shall submit for approval a list of all Contractor and subcontractor representatives responsible for the completion of the pre-commissioning checklist phase of the project. This list of representatives shall be submitted 2 weeks prior to the installation of any HVAC equipment. Representatives may be replaced only after written approval from the Owner. D. Initials Legend 1. General Contractor's Representative. 2. Mechanical Contractor's Representative. 3. Electrical Contractor's Representative. 15997 - Commissioning HVAC Systems Page - 2 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 1.05 4. Owner's Representative. 5. Balancing Contractor's Representative. 6. Controls Contractor's Representative 7. Mechanical/Electrical Engineers Representative FUNCTIONAL PERFORMANCE TEST CHECKLIST A. Functional performance testing shall be performed by a commissioning team consisting of the individuals indicated on the Functional Performance Test Checklists. Refer to Appendix 2 for Functional Performance Test Checklists. The Contractor shall submit in writing a list of all Contractor and subcontractor representatives responsible for the completion of the functional performance testing phase of the project. This list of representatives shall be submitted with commissioning schedules. All representatives shall remain on the commissioning team throughout functional performance testing. Substitutions will not be permitted without owners approval. Functional performance test checklists shall be completed in the presence of all commissioning team personnel at the time of the functional performance test. 1. Upon failure of completion of a functional performance test, the Contractor shall provide a written report to the Owner listing the deficiencies causing the failure and remedies to correct all deficiencies. After the Contractor has corrected all deficiencies, the entire functional performance test for that system shall be repeated. If possible, corrections can be accomplished during the functional performance testing of equipment in other non- related systems. In any case, no system will be accepted until all equipment items in the system have satisfied functional performance test. The Contractor shall provide a written report to the Owner and Engineer listing the deficiences causing all failures and remedies to correct all deficiencies. The Contractor shall revise and resubmit Functional Performance Test Schedule. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.01 COMISSIONING PROCEDURES A. Commissioning agent shall maintian a log of checklists through the course of the commissioning. Commissioning agent shall maintain a schedule of when commissioning events can be witnessed and which individuals are necessary at which time. Phased occupancy shall be scheduled accordingly. 15997 - Commissioning HVAC Systems Page - 3 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington 3.02 BACK CHECK At the conclusion of commissioning, retest 10% of all the tests (tests to be selected by the Engineer). If 10% of the tests are unsatisfactory, retest the entire system at no additional expense to the Owner. END OF SECTION Appendices Attached: 1) Ductwork and Terminal Units 2) Single Zone AHU 3) DDC System 15997 - Commissioning HVAC Systems Page - 4 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington APPENDIX 1 PRE-COMMISSIONING CHECKLISTS DUCTWORK AND TERMINAL UNITS For Air Handlers: AHU-7 o) o ie s ) 7 Q CHECKLIST ITEM A B Installation Ductwork and terminal units complete As-built shop drawings submitted eS ) | | P< | >< ~< [P < ] P< Duct pressure and leakage test complete d. | Fire dampers installed x x xX as required e. | Access doors and panels Xx Xx xX installed. »< ~< ~< f. | Verify open/closed Xx status of dampers Controls Terminal unit thermostat in place x Terminal unit control sequence verified. xX Test and Balance Verify terminal maximum air flow set. TI P |w l a |S |N |< M| > < 1 [P < ] >< x Low Pressure duct balanced at maximum air flow c. | Sound level data measured. |< d. | Test and Balance Report Submitted and Approved. 15997 - Commissioning HVAC Systems Page - 5 Jefferson Healthcare: Tenant Improvement - Laboratory June 24, 2010 Port Townsend, Washington APPENDIX 2 PRE-COMMISSIONING CHECKLISTS SINGLE ZONE AIR HANDLING UNIT (ROOF-TOP UNIT) For Air Handling Unit: AHV-7 CHECKLIST ITEM A B Cc D E F G 1. | Installation Vibration isolation devices installed and X xX X calibrated. Access doors are operable and sealed. b c. | Casing undamaged. d e |< ) >< ] >< Condensate drainage is unobstructed (power water and observe) X X Insulation undamaged. Xx X 4 Fan belt adjusted. Electrical Proper motor rotation verified. Xx Xx Xx Chilled water piping properly connected. x Chilled water piping pressure tested. x Xx X xX f. 2 a 3. | Coils/Evaporative Cooler a b c Evaporative cooler piping properly connected. d. | Water treatment evaporative cooler completed. Controls Control valves/actuators properly installed. Dampers/actuators properly installed. |< | P< | >< | >< [P < ] >< Dampers/actuators operable. 4 a b. | Control valves/actuators operable. c d ¢ Fan safety devices (static perssure, freeze, thermostat, smoke detectors) Graphics Construction filters removed and replaced. <> < T&B results +/- 10% cfm shown on Xx drawings (random testing). i 5. | Test and Balance (T&B) a b c. | Test and Balance Report submitted and Xx Xx approved. d. | Back-Check 15997 - Commissioning HVAC Systems Page - 6 Jefferson Healthcare: Tenant Improvement - Laboratory Port Townsend, Washington APPENDIX 3 PRE-COMMISSIONING CHECKLISTS DIRECT DIGITAL CONTROL SYSTEM June 24, 2010 For HVAC System: AHU-1 through AHU-14, ARU-1 Primary Chilled Water System, Condenser Water Loop, Emergency Water System, Computer Chilled Water System, Fan Chilled water System, Fuel Oil System QO CHECKLIST ITEM A B 23 Installation Control panel(s) properly set up. Components properly labeled. eS ) | Control components point to point wiring verification. <> < ] >< | |< ) >< d. | Control wiring labeled at all terminations, splices, and junctions. »* < e. | Sequence of operation verification (Dry test logic). <| | x f. | Software Point device operation verification (Exercise devices). »* < Graphics completed. |< ] PK Logic restoration after power loss. Main Power PP |N y E ee Verify physical plant controllers connected. 15997 - Commissioning HVAC Systems Page - 7 PERMIT # WLD\O -\28 CITY OF PORT TOWNSEND ~ PERMIT ACTIVITY LOG DATE RECEIVED (0: 2 Yq _ SCOPE OF WORK: Reolace wotey daMagbel Sing. Upagvade, OW NondlerS a) higr Watley” BeSteim Ke “do -locv ALS IGN DATE ACTION INITIALS (9:24 - ENTERED INTO CHET AW (p-2-4- wD CHECKED FOR COMPLETENESS ENVve) WALCO Plun review complete — Catest Fee urll _ be based pn Shr, Fos review £ (aspect —— 2 Aofia On site lospactiars es. SA Tht the sel PO Oe W208 J exceeds ChymovV\ oe L470 Kk! GS Tate d Ou appluction Wie) 000° ~ af es WK. cade 1 wit Hey or & briny done Fees ad Listed aceorhnn a= Na Sield Cory - Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? Demo? Historic Rev? Notice to Title? Lots of Record? BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-128 Permit Type Commercial Tenant Improvement Project Name Lab Floor & Partitions Site Address 834 SHERIDAN Parcel # 948321101 Project Description Lab Floor & Partitions Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Jefferson Co Publ Hosp Dist #2 Owner Jefferson Co Publ Hosp Dist #2 Contractor Owner Builder ()- STATE exempt 12/31/2010 Fee Information Project Valuation Units: Heat Type: PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type: PLAN REVIEW REFUND 150 150.09 ‘Bathrooms: Oceupaney Type: State Building Code Council Fee 4.50 Plan Review Fee - per hour 400.00 Total Fees $ 404.50 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the at this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized ageat of the owner. IN ; \ Date Issued: 08/06/2010 SFOSTER Date Expires: 02/02/2011 Print Nam C\RASC CC. Issued By: Signature ECEIVE iN Development Services iY) JUN 2 4-200 CITY OF PORT TOWNSEND DSD 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: L834 Shere CH=TL Addition: Legal Description (or Tax #): erse val a ers Permit Block All ie. FTN Vast te # BUDO ~\25 Office Use Only Parcel # T!-OFAS OB | Lot(s): 1-8 Associated Permits: ODOFYBSANO| Project Description: Labove-seav u Eloovima Puovect > Applications accepted by mail must ‘tiie a check for i > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. a) nitial plan review fee of $150 ws) Property Owner: Name: Fes ve) Address: S 3 ei Slhev \ City/St/Zip: +Te Ss SAS Phone: 360 3ES— (32%6 Email: Contact/ resentative: , . Name: 15 AoW N\A saci CVA Address: BS a S\seu LOLA LA City/St/Zip: “Tew Ww G&ZER Phone: 2©O- 38. 5— [3°] G Email: Aa Wiclve lseur (=> \ 2 Ms 2D “ rT Contractor: Name: Address: City/St/Zip: Phone: \Oxdoer 1 BD Email: State License #: Exp: City Business License #: Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ 200,86 OO Construction Type: | A Occupancy Rating: Hea tin cove, ie Building Information (square feet): 4% floor “Cy Restrooms; 2 2" floor G Deck(s);___-—— 3” floor © 2 Storage —@-—— Basement, 557 Is it finished? (Yes ) No Other: New 0 Addition 0 Remodel/Repair St Change of Use 0 Total Lot Coverage (Building Footprint): Square feet: [O5) ES 7 % Impervious Surface: Square feet: | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. v Sad SCI Print Name: Signature: pA Le ‘ Ko _y Date: 6/52 20/0 fo COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels O Commercial building permit application. O Non-Residential Energy Code forms: xt Lighting xt Mechanical xt Envelope O Three (3) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: O Title Page/Cover Sheet: Project identification Project address, legal description, location map, tax parcel number(s) All design professionals identified including addresses and phone numbers Name, address, and phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. 6. Designate compliance with all applicable codes O Asite plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from front, sides and rear in accordance with a pinned boundary line survey On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines lf applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers O Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting O Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing O Wall section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations with existing slope of the land in relation to all proposed structures O If architecturally designed, one set of plans must have an original signature 0 If engineered, one set of plans must have one original signature OO For new dwelling construction, Street & Utility or Minor Improvement application ak W N > OA N D A R W N > NO A R W N A OC O N D A R W N > FUNCTIONAL PROGRAM Laboratory 2010 Jefferson Healthcare Laboratory provides a wide range of clinical laboratory testing for both in house and outpatient needs. The lab is open 7 days a week, 24 hours a day. The Lab also processes specimens and acts as a transfer point for testing performed at a number of outside reference laboratories. The work in the lab is being accomplished in order to replace water damaged flooring from a water intrusion event the spring of 2009. The per cent of relative humidity in the floor slab is unacceptably high and the floor is showing severe damage. The floor replacement will be done in sections in order to insure uninterrupted operation. The footprint of the current lab is to remain unchanged and is of sufficient size to allow for most of the sections to be accomplished within its confines. This project projects a 4 section process that will enable the lab to continue functioning on a 24/7 basis throughout the construction period. Section 1 affects a portion of the main laboratory devoted to Chemistry analysis as well as the employee locker and restroom areas and future employee break area. This includes demolition and removal of existing cabinetry at the far end of the main lab as well as some cabinetry from the Section 2 area to allow space for standing instrumentation. The three chemistry analyzers currently located in the Section 1 area would be moved into the Section 2 and 4 areas. Section 2 affects another significant portion of the main lab testing area currently accommodating the Hematology, Coagulation, and Urinalysis departments. The Microbiology department is also included in this section. Following completion of Section 1, all work stations and instrumentation in the Section 2 area will be relocated to the completed area. The future employee break area can temporarily accommodate Microbiology. Section 3 is Blood Bank/Transfusion Testing area. At this stage the main lab testing area and Microbiology will be restored to their previous locations. Blood Bank will be relocated to the employee break area for the duration of this section. Section 4 involves a small section of the main lab testing area in addition to the current Specimen Processing, office, outpatient restroom, blood drawing station, and storeroom. All office and administration work areas will be moved across the hall to a conference room. The storeroom supplies will be distributed to the point-of-use locations throughout the completed portions of the lab. Residual supplies can be stored in the conference room. The other portions of this section can be accommodated in the already completed sections. D E e E j V E JUN 24 2010 CITY OF PORT TOWNSEND DSD © Outside of addressing flooring issues, the Microbiology and Blood Bank areas will remain essentially unchanged. Their operations can be transferred to areas in the main lab during the short duration of work required in their departments. e The Office area including the Lab Manager’s office and storeroom can be provisionally transferred across the hall to the conference room with minimal disruption. e The Main lab can be divided in half and all essential operations be conducted in a compressed area. Prior removal of some or all permanent cabinetry and supplementation with some modular units planned for in the final design can help optimize flexibility during this stage. e The Lab Phlebotomy area and proposed Employee Lounge are areas that do not require backup space during construction. (All outpatient phlebotomy can be conducted at the downstairs draw station.) The two new walls in these areas will be utilized to completely enclose these sections of the Lab for infection control purposes. e The final lab design assumes transfer of outpatient EKGs to a site provided by Radiology and Tissue Pathology (i.e. frozen sections) to a site in O.R. The majority of counter space in the processing and testing areas of the new Main Lab will be modular, allowing for maximum flexibility in the future. The arrangement envisioned would provide for a compact and maximally efficient Processing Cell adjoining a clearly demarcated public area with pass-thru window. The Main Lab’s current configuration of multiple “blind alleys” would be replaced by two accessible islands and provide the space and utilities needed for the installation of two new Vista 500 Chemistry analyzers. The space for specimen analysis is divided between a Manual Cell and an Automated Cell with all resources for primary testing concentrated for greater efficiency. The outer lab perimeter will make use of refaced cabinetry from the current lab and will be utilized for low volume and backup testing. The overall design facilitates Continuous Flow processing of specimens. The addition of the Vistas would offer expanded test menus and decreased turnaround times. Along with the replacement of the damaged flooring, this remodel would include- ren ater system---upgrades which would hand and ho During the construction in the Lab, the main supply and exhaust ducts serving the area to be isolated will be dampered off using the existing dampers. All diffusers, registers and grilles within the isolated area will be sealed air tight with vinyl sheet and duct tape. Ducts penetrating the isolating partition will be sealed air tight. Piping penetrating the isolating partition will be sealed air tight. Negative air units will be installed within the space. The units will have flexible hoses to exhaust air from the space through sealed window openings to the outside. Negative air units will operate continuously throughout the construction period. Existing ductwork will be cleaned and insulation added as required. New diffusers, egisters, and grilles will be installed and sealed air tight with vinyl sheet and duct tape. i Final testing adjusting and balancing will be performed after all sections of construction are completed. Infection Control Construction Permit | Permit No: Location of Construction: A 4 nn vara 1 Project Start Date: TYPE A: Inspection, non-invasive activity Project Coordinator: vc Me | Estimated Duration: 4 (Yeo ES Contractor Performing Work Permit Expiration Date: Supervisor: Telephone: YES | No . | Cows fRUCTION ACTIVITY YES | NO_ | INFECTION CONTROL RISK GROUP GROUP 1: Low Risk TYPE B: Small scale, short duration, moderate to high levels GROUP 2: Medium Risk TYPE C: Activity generates moderate to high levels of dust, requires greater 1_ work shift for completion GROUP 3: Medium/High Risk TYPE D: Major duration and construction activities S GROUP 4: Highest Risk ‘ : « Requiring consecutive work shifts CLASS I 1. Execute work by methods to minimize raising dust from . 3. Minor Demolition for Remodeling ; construction operations. 2. Immediately replace any ceiling tile displaced for visual inspection. CLASS II 1. Provides active means to prevent air-borne dust from 6. Contain construction waste béfore transport in tightly dispersing into atmosphere covered containers. 2. Water mist work surfaces to control dust while cutting. 7. Wet mop and/or vacuum with HEPA filtered vacuum 3. Seal unused doors with duct tape. before leaving work area. 4. Block off and seal air vents. 8. Place dust mat at entrance and exit of work area. 5. Wipe surfaces with disinfectant. 9. Remove or isolate HVAC system in areas where work is being performed. 1. Obtain infection control permit before construction begins. 6. Vacuum work with HEPA filtered vacuums. CLASS IIT | 2. Isolate HVAC system in area where work is being doneto 7. | Wet mop with disinfectant prevent contamination of the duct system. 8. Remove barrier materials carefully to minimize 3. Complete all critical barriers or implement control cube spreading of dirt and debris associated with method before construction begins. construction. 9. Contain construction waste before transport in Date 4. Maintain negative air pressure within work site utilizing tightly covered containers. HEPA equipped air filtration units. ; 10. Cover transport receptacles or carts. Tape covering. Initial 5. Do not remove barriers from work area until complete 11. Remove or isolate HVAC system in areas where work project is thoroughly cleaned by Env. Services Dept. is being performed/ 1. Obtain infection control permit before construction begins. 7. All personnel entering work site are required to wear a 2. Isolate HVAC system in area where work is being done to shoe covers prevent contamination of duct system. 8. Do not remove barriers from work area-until completed 3. _ Complete all critical barriers or implement control cube project is thoroughly cleaned by the Environmental P method before construction begins. . Service Dept. Date 4. Maintain negative air pressure within work site utilizing 9. Vacuum work area with HEPA filtered vacuums. . HEPA equipped air filtration units. 10. Wet mop with disinfectant. Initial 5. Seal holes, pipes, conduits, and punctures appropriately. 11. Remove barrier materials carefully to minimize nes 6. Construct anteroom and require all personnel to pass spreading of dirt and debris associated with through this room so they can be vacuumed using a HEPA construction. vacuum cleaner before leaving work site or they can wear 12. Contain construction waste before transport in tightly cloth or paper coveralls that are removed each time they covered containers. leave the work site. 13. Cover transport receptacles or carts. Tape covering. 14. Remove or isolate HVAC system in areas where is being done. 6 Additional Requirements: Da Wo Pawticle Cc ALA yreaNang Qi) YAnoual as pled aselwe -a Exceptions/Additions to this permit D: aN, Ps Date Initials are noted by attached memoranda Permit Request By: Permit Authorized By: a . pome ome | t~\ ic TS Date: Date: ry) Ie | V IE n Adapted with permission V Kennedy, B Barnard, St Luke Episcopal Ho pital, Forms modified and provided courtesy of J Bartley, ECSI Inc Beverly Hill CITY OF PORT TOWNSEND DSD 7 Receipt Number: BLD10-128 948321101 Plan Review Fee $509.44 $509.44 $0.00 BLD10-128 948321101 Technology Fee for Building Permit $15.68 $15.68 $0.00 BLD10-128 948321101 Building Permit Fee $783.75 $783.75 $0.00 BLD10-128 948321101 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,318.87 10-0540 06/24/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-128 10-0645 08/06/2010 PLAN REVIEW REFUND 150 -$150.00 BLD10-128 10-0645 08/06/2010 Plan Review Fee - per hour $400.00 BLD10-128 10-0645 08/06/2010 State Building Code Council Fee $4.50 BLD10-128 CHECK 089344 $1,318.87 Total: $1,318.87 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-128 948321101 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-128 948321101 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-128 948321101 Plan Review Fee - per hour $400.00 $400.00 $0.00 Total: $254.50 10-0540 06/24/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-128 CHECK 086177 $ 254.50 Total: $254.50 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-128 948321101 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK 085239 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 7Y Dania City of Port Townsend (360)379-5095 Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 Invoice Date: 20-DEC-10 Invoice # 1660 JEFFERSON CO PUBL HOSP DIST #2 834 SHERIDAN ST PORT TOWNSEND WA 98368-2443 Application No BLD10-128 Project: Lab Floor & Partitions Application Type Commercial Tenant Improvement Parcel # 948321101 Subdivision: EISENBEIS ADDITION Block/Lot Site Address: 834 SHERIDAN Description Plan Review Fee PLAN REVIEW DEPOSIT 150 PLAN REVIEW REFUND 150 State Building Code Council Fee Technology Fee for Building Permit Building Permit Fee Record Retention Fee for Building Permit Plan Review Fee - per hour Fee Amount $509.44 $150.00 -$150.00 $4.50 $15.68 $783.75 $10.00 $400.00 Paid/Credit $0.00 $150.00 -$150.00 $4.50 $0.00 $0.00 $0.00 $400.00 Total Fee Amount: Total Paid/Credits: Balance Due: | Balance Due $509.44 $0.00 $0.00 $0.00 $15.68 $783.75 $10.00 $0.00 $1723.37 $404.50 $1318.87 Fax 385-14 2 Page 1 138 S.W. 154" S i = pees suis 3 54” Street iE (e E fl V E N Burien, Wa. 98166 aP V O Phone:206.244.1060 Laboratory & Consulting Services, Inc. Fax: 206.244.1063 JUL 26 2010 CITY OF PORT TOWNSEND DSD July 23, 2010 Ms. Dana Michelsen JEFFERSON HEALTHCARE 834 Sheridan Avenue Port Townsend, Washington 98368 Transmitted via e-mail: dmichelsen@jgh.org NOVO Project No. 0014-103.005 RE: Good Faith Inspection Letter — Jefferson Healthcare — 2010 Lab Remodel Dear Dana: On July 7, 2010, Richard L. Carlson, (Asbestos Inspector Certification #: 1066510 / Certification Expiration Date: 5/05/2011), from NOVO Laboratory & Consulting Services, Inc. (NOVO) conducted a targeted regulated building materials investigation of specific portions of the Jefferson Healthcare facility located at 834 Sheridan Avenue in Port Townsend, Washington. The inspection included the testing of suspect asbestos-containing materials (ACM); assessment of suspect lead- containing paints, and silica-containing construction materials. The purpose of the survey was to provide information in order to meet the AHERA asbestos sampling protocol as stated in 40 CFR 763.86. This sampling protocol is required for all asbestos surveys prior to renovation or demolition of a building under the Puget Sound Clean Air Agency, Regulation III, Section 4. In addition, the survey assists the building owner in meeting the "Good Faith Inspection" requirements as stated in Washington Administrative Code 296-62-07721, (Communication of Hazards to Employees). Under the regulation, the Owner of a building to be renovated or demolished must present a contractor with a written statement whether the materials to be disturbed contain asbestos prior to submitting a bid. The lead paint assessment was performed in order to provide information to assist in complying with WAC 296- 155-176, lead-in-construction and WAC 296-173-303. The lead-in-construction regulations are designed to protect workers from lead hazards during renovation, demolition, and other types of construction projects which impact lead containing materials. The purpose of the survey for other regulated materials was to identify potential hazards within the proposed areas of work, communicate the hazards to prospective bidders and develop technical specifications for work impacting these hazards. PROJECT INFORMATION NOVO’s understanding is that 2010 Lab Renovation Project at Jefferson Healthcare, generally consists of the following scope of work: e Demolition and replacement of existing sheet vinyl flooring and associated viny] wall base; O:\Consulting\Projects\0014 Jefferson Healthcare\103.005_2010 Lab Remodel\Jefferson Lab GFI.doc N@VO Laboratory & Comsutting Services, Inc. Mr. Dana Michelsen Page 2 Jefferson Healthcare NOVO Project No.0014-103.005 Good Faith Inspection Letter — 2010 Lab Remodel July 23, 2010 . e Demolition and replacement of existing suspended metal grid ceiling system; e Demolition of select gypsum wallboard walls; ¢ Demolition and replacement of select casework and associated sinks; e Installation of new lab equipment; e Minor Plumbing and HVAC improvements; e Minor electrical and low voltage upgrades associated with the new work; e Limited roofing modifications, as necessary to complete the installation of the new mechanical equipment. For the purposes of our assessment the scope of work consists of interior areas and materials present within the existing lab area. Refer to the drawing included in attachment 2 for the specific areas included in the inspection. METHODS OF THE SURVEY Asbestos A walk through inspection of accessible portions of the existing lab areas was performed to identify suspect asbestos-containing material (ACM). Sub-surface suspect materials were not investigated during the time of this assessment. A limited inspection was conducted to investigate concealed areas throughout the subject buildings; however, not all concealed spaces have been surveyed for suspect ACM. If during the course of demolition of the buildings, suspect materials are discovered that are not identified in this report, the materials must be treated as asbestos containing until the material is sampled by an AHERA Certified Building Inspector and analyzed by an accredited laboratory. Upon identifying a suspect material, its location and type were noted. Samples were obtained, placed in plastic bags, and labeled with an identification number. Samples were collected in accordance with the AHERA asbestos sampling protocol as stated in 40 CFR 763.86 to achieve a representative characterization of the visible suspect asbestos containing materials found. Samples were collected within EPA guidelines to minimize potential contamination to the surrounding area. Bulk sample locations, associated notes, and observations were documented on-site at the time of sampling. All applicable data was transferred to the field data sheets. A total of fourteen (14) bulk material samples were collected and analyzed for asbestos. The samples were analyzed for asbestos content using Polarized Light Microscopy (PLM) with dispersion staining in accordance with USEPA 600/M-82/020 test method. Samples for asbestos form minerals were analyzed in NOVO’s NVLAP-accredited laboratory for analysis. Results of the laboratory analyses are contained in Attachment 1. Polychlorinated Biphenyl (PCB) Light Ballast and Mercury Containing Fluorescent Light Tubes Each homogeneous light fixture type identified was disassembled, and the ballast labeling examined. If the label on the ballast did not state, “NO PCB’s”, it was assumed to contain PCB’s. There are fluorescent light tubes present throughout the building and they have been known to contain mercury. Other Regulated Building Materials (Lead Paint and Silica) For the other regulated materials no sampling was performed. Our results are based on historical sampling data, visual observations and research. O:\Consulting\Projects\0014 Jefferson Healthcare\!103.005_2010 Lab Remodel\Jefferson Lab GFI.doc N@VO Laboratory & Consulting Sereices, toc. Mr. Dana Michelsen Page 3 Jefferson Healthcare NOVO Project No.0014-103.005 Good Faith Inspection Letter — 2010 Lab Remodel July 23, 2010 LIMITATIONS Limiting Conditions The inspection was limited areas and materials within the existing lab area. If during the course of renovation, suspect materials are discovered that are not identified in this report, the materials should be treated as asbestos containing until the material is sampled by an AHERA Certified Building Inspector and analyzed by an accredited laboratory. Limitations of the Survey The conclusions of the report are professional opinions based solely upon visual site observations and interpretations of laboratory analyses as described in our report. The opinions presented herein apply to the site conditions existing at the time of our investigation, and interpretation of current regulations pertaining to asbestos- containing building materials. Therefore, our opinions and recommendations may not apply to future conditions that may exist at the building, which we have not had the opportunity to evaluate. The regulations should always be verified prior to any work involving asbestos-containing building materials. Within the limitations of scope, schedule, and budget, our services have been executed in accordance with generally accepted practices in this area at the time this report was prepared. No other hazardous materials/wastes were investigated. No other conditions, expressed or implied, should be understood. SAMPLING RESULTS AND DISCUSSION Asbestos-Containing Materials The following is a summary of the bulk asbestos samples collected and their laboratory results: Material Description Sample # Layer Location *Friability Lab Result Sheet vinyl flooring (off white with gray pebbles) JLAB-01 Storage — 88M271 NF NAD Vinyl Base Mastic JLAB-02 Storage — 88M271 NF NAD Joint Compound JLAB-03 1 Storage — 88M271 NF NAD Drywall JLAB-03 2 Storage — 88M271 NF NAD Sink Undercoating (white) JLAB-04 Lab — 88M277 NF NAD Joint Compound JLAB-05 1 Lab — 88M277 NF NAD Drywall JLAB-05 2 Lab — 88M277 NF NAD Ceiling Panel (2’x4’ pinhole pattern) JLAB-06 Lab — 88M277 NF NAD Fireproofing JLAB-07 Lab — 88M277 NF NAD Duct seam sealant (gray) JLAB-08 Lab — 88M277 NF NAD Fireproofing JLAB-09 Micro — 88M275 NF NAD O:\Consulting\Projects\0014 Jefferson Healthcare\103.005_2010 Lab Remodel\Jefferson Lab GFI.doc N@VO Laboratory & Consutting Services, toc. Mr. Dana Michelsen Page 4 Jefferson Healthcare NOVO Project No.0014-103.005 Good Faith Inspection Letter — 2010 Lab Remodel July 23, 2010 Material Description Sample # Layer Location *Friability Lab Result Near lounge — Joint Compound JLAB-10 1 88M281 NF NAD Near lounge — Drywall JLAB-10 2 88M281 NF NAD Near lounge — Fireproofing JLAB-11 88M281 NF NAD Sheet vinyl flooring (off white Near lounge — with gray pebbles) JLAB-12 1 88M281 NF NAD Adhesive associated with above Near lounge — vinyl JLAB-12 2 88M281 NF NAD Window glazing (black) at interior windows JLAB-13 Office — 88M273 NF NAD Built Up Roofing JLAB-14 Roof NF PACM Legend: F Friable (can be reduced to powder using hand pressure) NF Non-friable sd Determination of friability was made for sampling purposes only. ACM Asbestos-Containing Material NAD _ No Asbestos Detected Ch Chrysotile Asbestos PACM _ Presumed Asbestos Containing Material Based on Historical Sampling Laboratory results from sampling performed by NOVO revealed the presence of the following regulated asbestos- containing materials (materials with greater than 1% asbestos content). These materials will require removal by a Washington State Certified Asbestos Abatement firm prior to building renovation or demolition activities likely to impact them: Material Location Estimated Quantity* Built up roofing material Roof area above lab 2,500 Square feet Lead Containing Paint Sampling results indicate that painted building components contain some amount of lead in paint. Renovation operations are likely to disturb lead-containing building materials and result in worker exposure to lead. Necessary precautions shall be taken to prevent or minimize the release of lead in the form of dust, fumes or mists from lead- containing building materials into the air or onto surrounding environments. All workers and supervisory personnel who will be at the job site must be informed of the potential hazards of lead and of necessary precautions and housekeeping procedures to reduce the potential for exposure in areas where lead is known or suspected to be present. For work on painted building components, which may result in personnel exposures, the contractor must assess the hazard. Based on the assessment, and previous similar work and exposure monitoring results, the contractor may have to provide any or all of the following for employees per WAC 296-155-176: O:\Consulting\Projects\0014 Jefferson Healthcare\!103.005_2010 Lab Remodel\Jefferson Lab GFI.doc N@VO Laboratory & Consulting Sersioss, toc. Mr. Dana Michelsen Page 5 Jefferson Healthcare NOVO Project No.0014-103.005 Good Faith Inspection Letter — 2010 Lab Remodel July 23, 2010 . Respiratory protection. . Protective clothing. . Clean change areas. . Clean hand washing facilities. " Biological monitoring to consist of blood sampling and analysis for lead and zinc protoporphyrin levels. . Hazard communication training. Initial employee exposure monitoring must be conducted for each separate task involving the handling of lead containing painted building materials. If 8-hour time-weighted average (TWA) exposures exceed the action level of 30 micrograms of lead per cubic meter of air (ug/m?), the contractor must continue to conduct periodic air monitoring at specified intervals, and institute medical surveillance and comprehensive training programs. If the WAC/OSHA 8-hour TWA permissible exposure limit (PEL) of 50 g/m? for lead is exceeded, more stringent and additional requirements become effective, such as engineering controls, respiratory protection, regulated work areas and warning signs in lead work areas. The disposal of the construction debris with lead paints is also a key issue. The Washington State Department of Ecology, local health departments, and landfills are responsible for regulating the disposal of the lead paints. Dangerous waste testing for lead (Toxicity Characteristics Leaching Procedure - TCLP) must be performed prior to disposal of the construction debris. Testing should also be performed after it is decided how the debris will be segregated for disposal. Debris with lead based paint leaching greater than 5.0 mg/L during TCLP analysis are classified as dangerous waste under the Washington Administrative Code (WAC 173-303) and the EPA Code of Federal Regulations (CFR 40 Part 261). Polychlorinated Biphenyl (PCB) Light Ballast and Mercury-Containing Fluorescent Light Tubes Suspect PCB-containing light ballast were observed at specific areas within the project work area. The Washington State Department of Ecology, local health departments, and landfills are responsible for regulating the disposal of polychlorinated biphenyl-filled light ballast. Washington State regulations specifically ban the disposal of PCB- filled ballast from sanitary landfills. There are fluorescent light tubes present throughout the project work area and they have been known to contain mercury. The Washington State Department of Ecology recommends that fluorescent light tubes be recycled at an approved recycling facility. Fugitive and Silica Dust All Construction work will potentially generate fugitive dust. Contractors must control the release of all fugitive dust levels and to comply with the latest regulations from the State of Washington Department of Labor and Industries (WISHA), Puget Sound Clean Air Agency (PSCAA) and any other applicable federal, state, and local government regulations. Certain building materials including but not limited to the following; concrete, brick, mortar, glass, gypsum wallboard, asphalt filler, plaster, ceramic tile, roofing granules, caulking (clay), fireproofing, and construction dust are presumed to contain silica. The contractor must be informed of the presence of silica-containing construction materials and the requirements of WAC 296-062-07515. O:\Consulting\Projects\0014 Jefferson Healthcare\103.005_2010 Lab Remodel\VJefferson Lab GFI.doc N&VO Laboratory & Comutting Services, tnc. Mr. Dana Michelsen Page 6 Jefferson Healthcare NOVO Project No.0014-103.005 Good Faith Inspection Letter — 2010 Lab Remodel July 23, 2010 It is a pleasure doing business with you. If you have questions or require additional information please contact me at 206.244.1060 or via email at rich@novole.com. Thank you for the opportunity to provide our services on this project. Reviewed By: > aa Richard L. Carlson Vice President of Operations NOVO Laboratory and Consulting Services O:\Consulting\Projects\0014 Jefferson Healthcare\103.005_2010 Lab Remodel\Jefferson Lab GFI.doc N@VO Laboratory & Comsufting Serdicas, toc. ATTACHMENT 1 BULK ASBESTOS LABORATORY DATA SHEETS O:\Consulting\Projects\0014 Jefferson Healthcare\103.005_2010 Lab Remodel\Jefferson Lab GFI.doc 138 SW 154th Street Burien, WA 98166 N g™% V O OFFICE: 206.244.1060 FAX: 206.244.1063 ae Laboratory & Consulting Services, Inc. PLM Asbestos Analysis Report* NOVO Laboratory & Consulting Services, Inc. NOVO Number: 10-00316 138 SW 154th Street Project Number: 0014-103 Burien, WA 98166 Turn Around Time: 5 Day Project Location: Jefferson Healthcare Samples Analyzed: 13 Client Sample Number: JLAB-01 Lab Sample Number: 10-00316.001 Samples Description: Sheet Vinyl Sample Location: Storage - 88M271 Analysis Comment: Gray/white vinyl with off-white fibrous backing Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 45% Cellulose 55% Vinyl filler and binder Client Sample Number: JLAB-02 Lab Sample Number: 10-00316.002 Samples Description: Vinyl Base Mastic Sample Location: Storage - 88M271 Analysis Comment: White pliable material Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 100% Filler and binder Client Sample Number: JLAB-03 Lab Sample Number: 10-00316.003 Samples Description: JC/DW Sample Location: Storage - 88M271 Analysis Comment: Layer1 Paint on white powdery material Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 100% Filler and binder Layer2 Tan papery material with white powder Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 30% Cellulose 70% Filler and binder Client Sample Number: JLAB-04 Lab Sample Number: 10-00316.004 Samples Description: Sink Undercoating Sample Location: Lab - 88M277 Analysis Comment: White pliable material Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 100% Filler and binder Sampled By: Rich Carlson 7/7/2010 sete Received By: Jill Strode 7/15/2010 Reviewed By: Jill Strode 7/15/2010 Jill Strode, Laboratory Analyst *This report is for the exclusive use of the client, and shall not be reproduced except in full with the written permission of the laboratory. 1 OF N@VO Laboratory & Consulting Services, Inc. 38 SW 154th Street PLM Asbestos Analysis Report* NOVO Laboratory & Consulting Services, Inc. 138 SW 154th Street Burien, WA 98166 Project Location: Jefferson Healthcare NOVO Number: 10-00316 Project Number: 0014-103 Turn Around Time: 5 Day Samples Analyzed: 13 Client Sample Number: JLAB-05 JC/DW Lab - 88M277 Samples Description: Sample Location: Analysis Comment: Lab Sample Number: 10-00316.005 Paint on white powdery material Non Asbestos Fibrous Component: Layer 1 Asbestos Fibrous Component: NO ASBESTOS DETECTED Tan papery material with white powder Non Asbestos Fibrous Component: 30% Cellulose Layer 2 Asbestos Fibrous Component: NO ASBESTOS DETECTED Non Fibrous Component: 100% Filler and binder Non Fibrous Component: 70% Filler and binder Client Sample Number: JLAB-06 Samples Description: Ceiling Panel Sample Location: Lab - 88M277 Analysis Comment: Lab Sample Number: 10-00316.006 Paint on gray fibrous material Asbestos Fibrous Component: Non Asbestos Fibrous Component: NO ASBESTOS DETECTED 20% Glass fiber 45% Cellulose Non Fibrous Component: 35% Filler and binder Client Sample Number: JLAB-07 Samples Description: Fireproofing Sample Location: Lab - 88M277 Analysis Comment: Lab Sample Number: 10-00316.007 Gray airy fibrous material Asbestos Fibrous Component: NO ASBESTOS DETECTED Non Asbestos Fibrous Component: 25% Cellulose 65% Glass fiber Non Fibrous Component: 10% Filler and binder Client Sample Number: JLAB-08 Duct Seam Sealant Lab - 88M277 Samples Description: Sample Location: Analysis Comment: Lab Sample Number: 10-00316.008 Gray pliable material Asbestos Fibrous Component: NO ASBESTOS DETECTED Non Asbestos Fibrous Component: Non Fibrous Component: 100% Filler and binder CR ha Sampled By: Rich Carlson 7/7/2010 Received By: Jill Strode 7/15/2010 Reviewed By: Jill Strode 7/15/2010 Jill Strode, Laboratory Analyst *This report is for the exclusive use of the client, and shall not be reproduced except in full with the written permission of the laboratory. Burien, WA 98166 FICE: 206.244.1060 FAX: 206.244.1063 138 SW 154th Street Burien, WA 98166 N g% V O OFFICE: 206.244.1060 FAX: 206.244.1063 ad Laboratory & Consulting Services, Inc. PLM Asbestos Analysis Report* NOVO Laboratory & Consulting Services, Inc. NOVO Number: 10-00316 138 SW 154th Street Project Number: 0014-103 Burien, WA 98166 Turn Around Time: 5 Day Project Location: Jefferson Healthcare Samples Analyzed: 13 Client Sample Number: JLAB-09 Lab Sample Number: 10-00316.009 Samples Description: Fireproofing Sample Location: Micro - 88M275 Analysis Comment: Gray airy fibrous material Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 25% Cellulose 10% Filler and binder 65% Glass fiber Client Sample Number: JLAB-10 Lab Sample Number: 10-00316.010 Samples Description: JC/DW Sample Location: Near Lounge - 88M281 Analysis Comment: Layer1 Paint on white powdery material Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 100% Filler and binder Layer2 Tan papery material with white powder Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 30% Cellulose 70% Filler and binder Client Sample Number: JLAB-11 Lab Sample Number: 10-00316.011 Samples Description: Fireproofing Sample Location: Near Lounge - 88M281 Analysis Comment: Gray airy fibrous material Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 25% Cellulose 10% Filler and binder 65% Glass fiber Client Sample Number: JLAB-012 Lab Sample Number: 10-00316.012 Samples Description: Sheet Vinyl Sample Location: Near Lounge - 88M281 Analysis Comment: Layer 1 Gray/white vinyl with off-white fibrous backing Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 45% Cellulose 55% Vinyl filler and binder (Sample continued on next page) Sampled By: Rich Carlson 7/7/2010 Received By: Jill Strode 7/15/2010 Reviewed By: Jill Strode 7/15/2010 Jill Strode, Laboratory Analyst *This report is for the exclusive use of the client, and shall not be reproduced except in full with the written permission of the laboratory. 138 SW 154th Street Burien, WA 98166 N g™% V O OFFICE: 206.244.1060 FAX: 206.244.1063 oe Laboratory & Consulting Services, Inc. PLM Asbestos Analysis Report* NOVO Laboratory & Consulting Services, Inc. NOVO Number: 10-00316 138 SW 154th Street Project Number: 0014-103 Burien, WA 98166 Turn Around Time: 5 Day Project Location: Jefferson Healthcare Samples Analyzed: 13 Layer2 Off-white adhesive Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 100% Filler and binder Client Sample Number: JLAB-13 Lab Sample Number: 10-00316.013 Samples Description: Window Glazing Sample Location: Office - 88M273 Analysis Comment: Black with gray pliable material Asbestos Fibrous Component: Non Asbestos Fibrous Component: Non Fibrous Component: NO ASBESTOS DETECTED 100% Filler and binder Sampled By: Rich Carlson 7/7/2010 Received By: Jill Strode 7/15/2010 Reviewed By: Jill Strode 7/15/2010 Jill Strode, Laboratory Analyst *This report is for the exclusive use of the client, and shall not be reproduced except in full with the written permission of the laboratory. N@VO Labaratory & Comsufting Servicer, inc. ATTACHMENT 2 SAMPLE AND MATERIAL LOCATION DRAWING O:\Consulting\Projects\0014 Jefferson Healthcare\103.005_2010 Lab Remodel\Jefferson Lab GFI.doc