DEPARTMENT OF VETERANS AFFAIRS



DEPARTMENT OF VETERANS AFFAIRS

[pic]

VA HEALTHCARE NETWORK UPSTATE NEW YORK

VA MEDICAL CENTER

800 IRVING AVENUE

SYRACUSE, NY 13210

PROJECT: 528A7-11-724

ROME MECHANICALS

November 25, 2013

ALL VISITORS TO THE MEDICAL CENTER ARE REQUIRED TO HAVE APPROPRIATE VA SECURITY IDENTIFICATION. ALL VISITORS WITHOUT EXISTING VA ID ARE REQUIRED TO REPORT TO FIRST FLOOR LOBBY SECURITY WINDOW, TO SIGN IN AND RECEIVE A TEMPORARY VISITOR'S ID BADGE

THIS PAGE INTENTIONALLY LEFT BLANK

DEPARTMENT OF VETERANS AFFAIRS SPECIFICATIONS

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 0 – SPECIAL SECTIONS

00 01 10 Table of Contents 2

00 01 15 List of Drawing Sheets 1

00 72 01 Infection Control 6

DIVISION 1 – GENERAL REQUIREMENTS

01 00 00 Syracuse General Requirements 19

01 00 61 OSHA REQUIREMENTS AND SAFETY & HEALTH REGULATIONS 8

DIVISION 15 – MECHANICAL

15001 General Provisions - Mechanical 9

15005 General Provisions, Piping Systems 4

15009 Steam Piping Systems, Below 125 psig 4

15010 Vent Piping Systems 2

15011 Steam Condensate Piping Systems 4

15014 Hydronic Piping Systems 5

15019 Refrigerant Piping Systems 2

15022 Oil Piping Systems 3

15031 Condensate Drainage Piping Systems, Above Grade 1

15039 Piping Systems Hangers and Supports 2

15045 Fuel Oil Storage Tanks 4

15095 Heat Exchangers, Shell and Tube, Steam-to-Water 2

15126 Circulating Pumps, Line Mounted, Horizontal Split Case 2

15146 Hydronic Systems Flow Meters 2

15148 Expansion Compensators and Flexible Connectors, Hydronic Systems 1

15245 Steam Pressure Reducing Valves 1

15282 Ductless Air Conditioning Systems 3

15560 Insulation 15

15570 Automatic Temperature Controls 12

15590 Gauges, Thermometers and Temporary Pressure/Temperature Wells 2

15591 Identification 2

15594 Motors 2

15595 Motor Starters 2

DIVISION 16 – ELECTRICAL

16010 General Provisions - Electrical 6

16111 Conduit Systems 4

16120 Wire and Cable 3

16130 Receptacle, Device, Pull and Junction Boxes 1

16140 Receptacles and Switches 2

16170 Safety Switches 2

16190 Supporting Systems 2

16970 Identification – Electrical 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

DRAWING NO. TITLE

C-1 COVER

M-1 SCHEMATICS

M-2 EXISTING PARTIAL GROUND FLOOR PLAN – FUEL TANK DEMO

M-3 PROPOSED PARTIAL GROUND FLOOR PLAN – FUEL TANK INST’L

M-4 EXISTING GROUND FLOOR MECH ROOM FLOOR PLAN

M-5 PROPOSED GROUND FLOOR MECH ROOM FLOOR PLAN

M-6 EXISTING GROUND FLOOR PLANS

M-7 PROPOSED GROUND FLOOR PLANS

M-8 PROPOSED FIRST FLOOR PLAN

M-9 DETAILS

M-10 DETAILS

M-11 DETAILS & SCHEDULES

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 00 72 01

INFECTION CONTROL

1 GENERAL

1. GENERAL INTENTION

A. The contractor is solely responsible for the health and safety of their employees. The Contractor is also responsible to protect the health and safety of the VA Community (patients, staff and visitors) from unwanted effects of construction.

B. The Contractor shall comply with Section 01 00 00 – General Requirements, Paragraph 1.8 Infection Prevention Measures.

C. Precautions:

1. The Contractor is responsible for taking precautions necessary to minimize infection control risk.

2. Each construction activity has been assigned an “Infection Control Precaution Class” (ICP Class), which is determined by:

a. The type of construction work;

b. The duration of construction work;

c. The location of construction work; and

d. The relative risk of the VA Community.

3. Each ICP Class lists separate precautions, which must be taken during construction and at the completion of construction. Such precautions are mandatory.

4. The VA Infection Control Practitioner (or designee) shall assign an ICP Class for any construction activity, which has not been assigned one.

5. When several construction activities occur simultaneously in the Project Area, the highest ICP Class for any one of the activities shall apply to all of the activities.

6. Infection Control Plan: Contractor shall establish and maintain an Infection Control Plan detailing project-specific measures to be taken. Prior to the start of work, Contractor shall submit this plan for review for compliance with this section in accordance with Section 01 33 23 Samples and Shop Drawings.

2. SUBMITTALS

D. All submittals shall be in accordance with Section 01 33 23 Samples and Shop Drawings.

E. Submit complete manufacturer’s data and literature on all products.

F. Submit a complete Infection Control Plan, including:

G. Floor plan showing temporary construction, dust mats, exhaust fans, floor protection, and paths of travel (for construction personnel access, construction materials, and debris removal).

1. Sequence of operation

2. Description of Infection Control procedures.

3. TESTING

H. Any time that the Contractor is working within the existing building, Contractor shall perform smoke tests each day that there is ICP Class II, III, or IV construction activity.

I. Perform a minimum of one test, three times a day.

J. Location and schedule for testing shall be as directed by COR. The COR and Construction Superintendent shall be present for all tests.

K. Testing shall determine if there is a “positive” reading (air flow moving from work areas to occupied areas) when ICP Class II, III, or IV activities are being performed, until such activities are complete. If a positive reading is taken, Contractor shall immediately stop construction, correct the situation, and re-test. Construction may not resume until authorized by the COR.

4. INFECTION CONSTRUCTION PRECAUTION CLASSES (ICP CLASS):

L. Work required in each ICP Class shall be in accordance with the form at the end of this specification (Type B, Low Risk, Class II).

M. Precautions listed under “Infection Control Matrix” are applicable 24 hours a day, 7 days a week, until each activity is complete.

2 PRODUCTIONS / DEFINITIONS

A. TEMPORARY CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 01 00 00 – GENERAL REQUIREMENTS, ARTICLE – FIRE & SAFETY:

B. DUST MATS: Minimum size 36” x 36”, disposable LDPE adhesive sheets that hold particulate matter on contact, 30 sheets/mat, mounted on manufacturer’s 38” x 38” mat base.

C. HEPA (HIGH EFFICIENCY PARTICULATE AIR) FILTER: filters which, when properly installed in HVAC and vacuum systems, capture 95% of 0.3 microns, including pollen, mold spores, and dust particles.

D. FLOOR MATS: 3’ wide x 10’ long and 3’ wide x 16’ long walk-off mats with nylon surface and nitrile backing.

E. NEGATIVE PRESSURE: Providing an appreciable flow of clean air from the occupied portion of the Medical Center into the work area through the use of HVAC systems, fans, and filters. Exhaust for the work area shall be 20% greater than intake.

F. Transport containers (for transporting waste through the Medical Center): Plastic, 4-wheel carts, approximately 31” W x 66” long x 38”H, 1 CY/1000 lb. capacity. Provide manufacturer’s solid plastic lids for ICP Class III and IV activities.

3 EXECUTION

A. TEMPORARY CONSTRUCTION: CONSTRUCT IN ACCORDANCE WITH SECTION 01 00 00 - GENERAL REQUIREMENTS, PARAGRAPH 1.5 – FIRE SAFETY AND APPLICABLE DRAWINGS.

B. SEQUENCING & SCHEDULING:

1. Prior to starting construction activities within the existing building or open to the existing building, infection control precautions shall be implemented in the following order:

a. Install negative air pressure/HEPA filter system (ICP Classes III & IV; Class II when provided).

b. Isolate HVAC system (ICP Classes II, III, and IV).

c. Construct temporary partitions and seal openings (ICP Classes II, III, and IV).

d. Provide all other precautions.

2. At the completion of construction activities, infection control precautions shall be removed in the reverse order from which they were implemented (i.e., start with 1.d and end with 1.a).

3. When VA inspection is required prior to removing precautions (see ICP chart in Part I), notify COR at least 2 working days prior to inspection.

C. DUST MATS: Provide a new, clean, sticky surface as required to eliminate tracking of dust from the work area to occupied areas; provide this new surface at the beginning of each work day and as directed by CO/COR to maintain clean areas within the occupied building. Install on floor on the inside and outside of each door between construction areas and areas occupied by the VA. Place mats so that personnel must place both feet on mats prior to entering/exiting construction area.

D. HEPA FILTERS: Install in accordance with manufacturer’s recommendations as required to produce the specified performance. Change filters and provide pre-filters as necessary to maintain the specified performance.

E. NEGATIVE PRESSURE: Operate fans and other equipment continuously (24 hours a day, 7 days a week) during construction, to ensure that negative pressure is maintained in the work area. Provide galvanized steel ductwork from fans/filters/equipment, to the exterior. Provide temporary magnahelic gauges at each door between construction areas and areas occupied by the VA as directed by COR. Provide sensors on both sides of doors. Check readings of magnahelic gauge with COR a minimum of 4 times a day.

F. RESOTRATION: Remove all precautions after work is complete (See “B” above). Repair or replace any damage due to temporary precautions. Remove all dust, dirt, and debris prior to removing temporary partitions.

INFECTION CONTROL (ICRA)

PRE-CONSTRUCTION RISK ASSESSMENT FOR

Project Name: ROME MECHANICALS

|PROJECT #: |528A7-11-724 | |PROJECT ENGINEER: |TOWNE ENGINEERING |

|REVIEWED BY: |TE, JS, LM | |COR: |D. AYLING |

|REVIEW DATES: |12/3/2013 | |PROJECT CSO: |D. AYLING |

*RISK ASSESMENT: A meeting was held John Schlicht, Terry Elliott & Lhee Matundan on 12/3/2013.

|ACTIVITY |Type of Construction Project Activity (circle your task): defined by the amount of dust generated, duration of activity and |

| |amount of shared HVAC systems |

|TYPE A |TYPE B |TYPE C |TYPE D |

|Inspection |Small scale |Moderate/high dust |Major demolition |

|Non-invasive |Short duration |Demolition/removal of building | |

| | |components | |

|Removal of ceiling tiles for visual |Installation of telephone and |Sanding of walls for painting or wall |Requires consecutive work shifts |

|inspection only |computer cabling |covering |Heavy demolition |

|Painting, but not sanding |Access to chase spaces |Removal of floor coverings, ceiling |Removal of cabling system |

|Wall covering |Cutting of walls or ceiling where |tiles, casework |New construction |

|Electrical trim work |dust migration can be controlled |New wall construction | |

|Minor plumbing | |Duct or electrical work above ceilings | |

|No cutting of walls | |Any activity which cannot be completed | |

|No dust generation | |in a single work shift | |

|RISK |Patient Risk Groups (circle your risk area) If more than one risk group will affected select the higher risk group |

|LOW RISK |MEDIUM RISK |HIGH RISK |HIGHEST RISK |

|Office areas |Cardiology |Emergency Room |Ward CG |

|Classrooms |Internal medicine |Laboratory |Ward C1 |

|Meeting rooms |EKG |Ward |SPD |

|Atrium |GI lab |Pharmacy |ICU |

|Elevators |Nuclear medicine |PACU |PCU |

|Warehouse |Physical medicine and rehabilitation |NHCU |OR |

|Laundry |(PT, OT, KT) |Surgery clinic |Hem/Onc Clinic |

|Chapel |Radiology |Wound clinic |Chemotherapy |

| |CT scan |Dental | |

| |MRI |ENT clinic | |

| |Respiratory therapy | | |

| |Bronch lab | | |

| |Urology | | |

| |Primary Care | | |

| |Eye clinic | | |

| |Domiciliary | | |

| |In-Patient Psychiatry | | |

|Infection Control Matrix (circle your class)-Class of Precautions for Construction Projects by Patients Risks |

| |ACTIVITY |

| |TYPE A |TYPE B |TYPE C |TYPE D |

|RISK |LOW RISK |I |

|Class |Execute work by methods to minimize raising dust from construction | |

|I |operations; | |

| |Immediately replace a ceiling tile displaced for visual inspection | |

|Class |Provide active means to prevent airborne dust from dispersing into the |Wipe work surfaces with disinfectant |

|II |atmosphere; |Contain construction waste before transport in tightly |

| |Water mist work surfaces to control dust while cutting; |covered container; |

| |Seal unused doors with duct tape |Wet mop and/or vacuum with HEPA filtered vacuum before |

| |Block off and seal air vents; |leaving work area |

| |Place dust mat at entrance and exit of work area |Remove isolation HVAC in areas where work is being |

| |Remove or isolate HVAC system in areas where work is being performed. |performed. |

|Class |Remove and isolate HVAC system in areas where work is being done to |Do not remove barriers from work area until completed |

|III |prevent contamination of the duct system; |project is inspected by the Safety Department and |

| |Complete critical barriers, i.e. sheetrock, plywood, plastic to seal area|Infection Control Department and thoroughly cleaned by |

| |from non work area or implement control cube method (cart, with plastic |the Environmental Services Department; |

| |covering and seal connection to worksite with HEPA vacuum or vacuuming |Remove barrier materials carefully to minimize |

| |prior to exit) before construction begins. |spreading of dirt and debris associated with |

| |Maintain negative air pressure within work site utilizing HEPA equipped |construction; |

| |filtration units; |Vacuum work area with filtered vacuums; |

| |Contain construction waste before transport in tightly covered |Wet mop area with disinfectant; |

| |containers; |Remove isolation of HVAC system in areas where work is |

| |Cover transport receptacles or carts. Tape covering unless solid lid is |being performed. |

| |utilized. | |

|Class |Remove or isolate HVAC system in areas where work is being done to |Remove barrier material carefully to minimize spreading|

|IV |prevent contamination of duct system; |of dirt and debris associated with construction; |

| |Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal | |

| |area from non-work area or implement control cube method (cart, with | |

| |plastic covering and seal connection to work site with HEPA vacuum or | |

| |vacuuming prior to exit) before construction begins. | |

| |Maintain negative pressure within worksite utilizing HEPA equipped | |

| |filtration units; | |

| |Seal holes, pipes, conduits and punctures appropriately; | |

| |Construct ante-room and require all personnel to pass through this room | |

| |so they can be vacuumed using a HEPA vacuum cleaner before leaving the | |

| |worksite or they can wear cloth paper coveralls that are removed each | |

| |time they leave the work site. | |

| |All personnel entering the work site are required to wear shoe covers. | |

| |Shoe covers must be changed each time worker exits the work area; | |

| |Do not remove barriers from work area until completed project is | |

| |inspected by the Safety Department and Infection Control Department and | |

| |thoroughly cleaned by the Environmental Services Department. | |

- - - END OF SECTION 00 72 01 - - -

SECTION 01 00 00

SYRACUSE GENERAL REQUIREMENTS

TABLE OF CONTENTS

1.1 GENERAL INTENTION 3

1.2 STATEMENT OF BID ITEM(S) 3

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR 3

1.4 CONSTRUCTION SECURITY REQUIREMENTS 3

1.5 FIRE SAFETY 4

1.6 OPERATIONS AND STORAGE AREAS 6

1.7 ALTERATIONS 8

1.8 INFECTION PREVENTION MEASURES 9

1.9 DISPOSAL AND RETENTION 11

1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS (FAR 52.236 9) 11

1.11 RESTORATION 12

1.12 PHYSICAL DATA (DELETED) 12

1.13 PROFESSIONAL SURVEYING SERVICES (DELETED) 13

1.14 LAYOUT OF WORK (DELETED) 13

1.15 AS-BUILT DRAWINGS 13

1.16 USE OF ROADWAYS 13

1.17 RESIDENT ENGINEER'S FIELD OFFICE (DELETED) 13

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT 13

1.19 TEMPORARY USE OF EXISTING ELEVATORS 14

1.20 TEMPORARY USE OF NEW ELEVATORS (DELETED) 14

1.21 TEMPORARY TOILETS 14

1.22 AVAILABILITY AND USE OF UTILITY SERVICES 14

1.23 NEW TELEPHONE EQUIPMENT (DELETED) 15

1.24 TESTS 15

1.25 INSTRUCTIONS 16

1.26 GOVERNMENT-FURNISHED PROPERTY 17

1.27 RELOCATED ITEMS 17

1.28 STORAGE SPACE FOR VA EQUIPMENT (DELETED) 18

1.29 CONSTRUCTION SIGN (DELETED) 18

1.30 SAFETY SIGN (DELETED) 18

1.31 PHOTOGRAPHIC DOCUMENTATION (DELETED) 18

1.32 FINAL ELEVATION Digital Images (DELETED) 18

1.33 HISTORIC PRESERVATION (DELETED) 18

SECTION 01 00 00

SYRACUSE GENERAL REQUIREMENTS

1.1 GENERAL INTENTION

A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work as required by drawings and specifications.

B. Visits to the site by Bidders may be made only by appointment and with permission from the contracting officer.

C. Offices of Towne Engineering, as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by Contracting Officer or his duly authorized representative.

D. Not used

E. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access. Contractors will be provided a photo ID badge after providing required identification and passing a fingerprint scan. Contractors must wear badge while on VA property.

F. Prior to commencing work, general contractor shall provide proof that a OSHA certified “competent person” (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present.

G. Training:

1. All employees of general contractor or subcontractors shall have the 10-hour OSHA certified Construction Safety course and /or other relevant competency training, as determined by VA COR.

2. Submit training records of all such employees for approval before the start of work.

H. VHA Directive 2011-36, Safety and Health during Construction, dated 9/22/2011 in its entirety is made a part of this section

1.2 STATEMENT OF BID ITEM(S)

See SF 1442

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

Provided herein.

1.4 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees shall not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.

2. For working outside the “regular hours” as defined in the contract, The General Contractor shall give 14 day’s advanced notice to the Contracting Officer so that security arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.

3. No photography of VA premises is allowed without written permission of the Contracting Officer. When photographs are permitted, ensure there are no VA patients or employees in the photographs.

4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the Contracting Officer.

C. Not used

D. Not used

E. Not used

F. Motor Vehicle Restrictions

1. Parking for contractor employees and sub-contractors is NOT provided. One parking permit for the contractor’s on site superintendent is provided however parking spots are limited in number and not guaranteed.

2. Use of the warehouse loading dock shall be coordinated with the COR. No vehicle shall be left at the dock without the approval of the warehouse supervisor.

1.5 FIRE SAFETY

A. Applicable Publications: Publications listed below form part of this Article to extent referenced. Publications are referenced in text by basic designations only.

1. American Society for Testing and Materials (ASTM):

E84-2009 Surface Burning Characteristics of Building Materials

2. National Fire Protection Association (NFPA):

10-2010 Standard for Portable Fire Extinguishers

30-2008 Flammable and Combustible Liquids Code

51B-2009 Standard for Fire Prevention During Welding, Cutting and Other Hot Work

70-2011 National Electrical Code

241-2009 Standard for Safeguarding Construction, Alteration, and Demolition Operations

3. Occupational Safety and Health Administration (OSHA):

29 CFR 1926 Safety and Health Regulations for Construction

B. Fire Safety Plan: Establish and maintain a fire protection program in accordance with 29 CFR 1926. Prior to start of work, prepare a plan detailing project-specific fire safety measures, including periodic status reports, and submit to COR for review for compliance with contract requirements in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Prior to any worker for the contractor or subcontractors beginning work, they shall undergo a safety briefing provided by the VA safety officer or a delegate. This briefing shall include information on the construction limits, VAMC safety guidelines, means of egress, break areas, work hours, locations of restrooms, use of VAMC equipment, etc. Documentation shall be provided to the COR that individuals have undergone contractor’s safety briefing.

C. Site and Building Access: Maintain free and unobstructed access to facility emergency services and for fire, police and other emergency response forces in accordance with NFPA 241.

D. Separate temporary facilities, such as trailers, storage sheds, and dumpsters, from existing buildings and new construction by distances in accordance with NFPA 241. For small facilities with less than 6 m (20 feet) exposing overall length, separate by 3m (10 feet).

E. Temporary Construction Partitions:

1. Install and maintain temporary construction partitions to provide smoke-tight separations between construction areas and adjoining areas. Construct partitions of 5/8” X rated gypsum board on both sides of metal steel studs. Extend the partitions through suspended ceilings to floor slab deck or roof. Seal joints and penetrations. At door openings, install Class C, ¾ hour fire/smoke rated doors with self-closing devices.

2. Install two-hour fire-rated temporary construction partitions as shown on drawings to maintain integrity of existing exit stair enclosures, exit passageways, fire-rated enclosures of hazardous areas, horizontal exits, smoke barriers, vertical shafts and openings enclosures.

3. Close openings in smoke barriers and fire-rated construction to maintain fire ratings. Seal penetrations with listed through-penetration firestop materials in accordance with Section 07 84 00, FIRESTOPPING.

F. Temporary Heating and Electrical: Install, use and maintain installations in accordance with 29 CFR 1926, NFPA 241 and NFPA 70.

G. Means of Egress: Do not block exiting for occupied buildings, including paths from exits to roads. Minimize disruptions and coordinate with COR.

H. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily. Report findings and corrective actions weekly to the COR.

I. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA 241 and NFPA 10. Fire extinguishers must include up to date inspection documentation per OSHA requirements.

J. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR 1926, NFPA 241 and NFPA 30.

K. Not used

L. Sprinklers: Install, test and activate new automatic sprinklers prior to removing existing sprinklers.

M. Existing Fire Protection: Do not impair automatic sprinklers, smoke and heat detection, and fire alarm systems, except for portions immediately under construction, and temporarily for connections. Provide fire watch for impairments more than 4 hours in a 24-hour period. Request interruptions in accordance with Article, OPERATIONS AND STORAGE AREAS, and coordinate with COR. All existing or temporary fire protection systems (fire alarms, sprinklers) located in construction areas shall be tested as coordinated with the COR. Parameters for the testing and results of any tests performed shall be recorded and witnessed by the COR and copies provided to the COR.

N. Smoke Detectors: Prevent accidental operation. Remove temporary covers at end of work operations each day. Coordinate with COR.

O. Hot Work: Perform and safeguard hot work operations in accordance with NFPA 241 and NFPA 51B. Coordinate with COR to obtain permits at least 48 hours in advance.

P. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly. Coordinate with, and report findings and corrective actions weekly to COR.

Q. Smoking: Smoking is prohibited on VA property.

R. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings daily.

S. Perform other construction, alteration and demolition operations in accordance with 29 CFR 1926.

T. If required, submit documentation to the COR that personnel have been trained in the fire safety aspects of working in areas with impaired structural or compartmentalization features.

1.6 OPERATIONS AND STORAGE AREAS

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance. (FAR 52.236 10)

B. Not used

C. The Contractor shall, under regulations prescribed by the Contracting Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

D. Working space and space available for storing materials shall be as determined by the COR.

E. Workmen are subject to rules of Medical Center applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by COR.

1. Do not store materials and equipment in other than assigned areas.

2. Not used

3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.

G. Phasing: To insure such executions, Contractor shall furnish the COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such dates to insure accomplishment of this work in successive phases mutually agreeable to COR.

H. Building will be occupied during performance of work but immediate areas of alterations will be vacated.

1. Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Medical Centers operations will not be hindered. Contractor shall permit access to Department of Veterans Affairs personnel and patients through other construction areas which serve as routes of access to such affected areas and equipment. Coordinate alteration work in areas occupied by Department of Veterans Affairs so that Medical Center operations will continue during the construction period.

2. Not used

I. Not used

J. Not used

K. Utilities Services: Maintain existing utility services for Medical Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of COR. Electrical work shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without receiving an energized electrical permit from the COR. Refer to specification Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS and 28 05 11, REQUIREMENTS FOR ELECTRONIC SAFETY AND SECURITY INSTALLATIONS for additional requirements.

2. Contractor shall submit a request to interrupt any such services to COR, in writing, 2 weeks in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.

3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Medical Center. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR.

5. In case of a contract construction emergency, service will be interrupted on approval of COR. Such approval will be confirmed in writing as soon as practical.

6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.

M. To minimize interference of construction activities with flow of Medical Center traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.

N. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

O. Not used

1.7 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR of areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by both. This report shall list by rooms and spaces:

1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of building.

2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

3. Shall note any discrepancies between drawings and existing conditions at site.

4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and the COR.

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of COR to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by Contractor with new items in accordance with specifications which will be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-4 and VAAR 852.236-88).

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:

1. Re-survey report shall also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures; and, will form basis for determining extent of repair work required of Contractor to restore damage caused by Contractor's workmen in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.

3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

1.8 INFECTION PREVENTION MEASURES

A. Implement the requirements of VAMC’s Infection Control Risk Assessment (ICRA) team. ICRA Group may monitor dust in the vicinity of the construction work and require the Contractor to take corrective action immediately if the safe levels are exceeded.

B. Establish and maintain a dust control program as part of the contractor’s infection preventive measures in accordance with the guidelines provided by ICRA Group. Prior to start of work, prepare a plan detailing project-specific dust protection measures, including periodic status reports, and submit to COR for review for compliance with contract requirements in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES.

1. All personnel involved in the construction or renovation activity shall be educated and trained in infection prevention measures established by the medical center.

C. Medical center Infection Control personnel shall monitor for airborne disease (e.g. aspergillosis) as appropriate during construction. A baseline of conditions may be established by the medical center prior to the start of work and periodically during the construction stage to determine impact of construction activities on indoor air quality. In addition:

1. The COR and VAMC Infection Control personnel shall review pressure differential monitoring documentation to verify that pressure differentials in the construction zone and in the patient-care rooms are appropriate for their settings. The requirement for negative air pressure in the construction zone shall depend on the location and type of activity. Upon notification, the contractor shall implement corrective measures to restore proper pressure differentials as needed.

2. In case of any problem, the medical center, along with assistance from the contractor, shall conduct an environmental assessment to find and eliminate the source.

D. In general, following preventive measures shall be adopted during construction to keep down dust and prevent mold.

1. Dampen debris to keep down dust and provide temporary construction partitions in existing structures where directed by COR. Close off and seal ducts and diffusers to prevent circulation of dust into occupied areas during construction. Mark position of balancing dampers prior to closing them to allow for accurate repositioning.

2. Do not perform dust producing tasks within occupied areas without the approval of the COR. For construction in any areas that will remain jointly occupied by the Medical Center and Contractor’s workers, the Contractor shall:

a. Provide dust proof one-hour fire-rated temporary drywall construction barriers to completely separate construction from the operational areas of the hospital in order to contain dirt debris and dust. Barriers shall be sealed and made presentable on hospital occupied side. Install a self-closing rated door in a metal frame, commensurate with the partition, to allow worker access. Maintain negative air at all times. A fire retardant polystyrene, 6-mil thick or greater plastic barrier meeting local fire codes may be used where dust control is the only hazard, and an agreement is reached with the COR.

b. HEPA filtration is required for all exhaust dust. Contractor shall verify that construction exhaust to exterior is not reintroduced to the medical center through intake vents, or building openings. Install HEPA (High Efficiency Particulate Accumulator) filter vacuum system rated at 95% capture of 0.3 microns including pollen, mold spores and dust particles. Insure continuous negative air pressures occurring within the work area. HEPA filters should have ASHRAE 85 or other pre-filter to extend the useful life of the HEPA. Provide both primary and secondary filtrations units. Exhaust hoses shall be heavy duty, flexible steel reinforced and exhausted so that dust is not reintroduced to the medical center.

c. Adhesive Walk-off/Carpet Walk-off Mats, minimum 600mm x 900mm (36” x 36”), shall be located inside and outside of doorway between construction and VA occupied areas. These mats shall be changed as often as required to maintain clean work areas directly outside construction area at all times. At a minimum, contractor shall plan on changing mats (3) times each workday (mid-morning, mid-afternoon, end of shift).

d. Vacuum and wet mop all transition areas from construction to the occupied medical center at the end of each workday. Vacuum shall utilize HEPA filtration. Maintain surrounding area frequently. Remove debris as they are created. Transport these outside the construction area in containers with tightly fitting lids.

e. The contractor shall not haul debris through patient-care areas without prior approval of the COR. When, approved, debris shall be hauled in enclosed dust proof containers or wrapped in plastic and sealed with duct tape. No sharp objects should be allowed to cut through the plastic. Wipe down the exterior of the containers with a damp rag to remove dust. All equipment, tools, material, etc. transported through occupied areas shall be made free from dust and moisture by vacuuming and wipe down.

f. Using a HEPA vacuum, clean inside the barrier and vacuum ceiling tile prior to replacement. Any ceiling access panels opened for investigation beyond sealed areas shall be sealed immediately when unattended.

g. There shall be no standing water during construction. This includes water in equipment drip pans and open containers within the construction areas. All accidental spills must be cleaned up and dried within 12 hours. Remove and dispose of porous materials that remain damp for more than 72 hours.

h. At completion, remove construction barriers and ceiling protection carefully, outside of normal work hours. Vacuum and clean all surfaces free of dust after the removal.

E. Final Cleanup:

1. Upon completion of project, or as work progresses, remove all construction debris from above ceiling, vertical shafts and utility chases that have been part of the construction.

2. Perform HEPA vacuum cleaning of all surfaces in the construction area. This includes walls, ceilings, cabinets, furniture (built-in or free standing), partitions, flooring, etc.

3. All new air ducts shall be cleaned prior to final inspection.

1.9 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:

1. Reserved items which are to remain property of the Government noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.

2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center.

3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

4. Not used

1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS (FAR 52.236 9)

A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and "Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Not used

1.11 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

B. Upon completion of contract, deliver work complete and undamaged. Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workmen to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are indicated on drawings and which are not scheduled for discontinuance or abandonment.

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES" (FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR 52.236-2).

1.12 PHYSICAL DATA (DELETED)

1.13 PROFESSIONAL SURVEYING SERVICES (DELETED)

1.14 LAYOUT OF WORK (DELETED)

1.15 AS-BUILT DRAWINGS

A. The contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.

B. All variations shall be shown in the same general detail as used in the contract drawings. To insure compliance, as-built drawings shall be made available for the COR's review, as often as requested.

C. Contractor shall deliver two approved completed sets of as-built drawings to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the contracting officer.

D. Paragraphs A, B, & C shall also apply to all shop drawings.

1.16 USE OF ROADWAYS

A. For hauling, use only established public roads and roads on Medical Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed by the Contractor at Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. When new permanent roads are to be a part of this contract, Contractor may construct them immediately for use to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.

C. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at time set for completion of such buildings or parts thereof.

1.17 RESIDENT ENGINEER'S FIELD OFFICE (DELETED)

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

A. Use of new installed mechanical and electrical equipment to provide heat, ventilation, plumbing, light and power will be permitted subject to compliance with the following provisions:

1. Permission to use each unit or system must be given by COR. If the equipment is not installed and maintained in accordance with the following provisions, the COR will withdraw permission for use of the equipment.

2. Electrical installations used by the equipment shall be completed in accordance with the drawings and specifications to prevent damage to the equipment and the electrical systems, i.e. transformers, relays, circuit breakers, fuses, conductors, motor controllers and their overload elements shall be properly sized, coordinated and adjusted. Voltage supplied to each item of equipment shall be verified to be correct and it shall be determined that motors are not overloaded. The electrical equipment shall be thoroughly cleaned before using it and again immediately before final inspection including vacuum cleaning and wiping clean interior and exterior surfaces.

3. Units shall be properly lubricated, balanced, and aligned. Vibrations must be eliminated.

4. Automatic temperature control systems for preheat coils shall function properly and all safety controls shall function to prevent coil freeze-up damage.

5. The air filtering system utilized shall be that which is designed for the system when complete, and all filter elements shall be replaced at completion of construction and prior to testing and balancing of system.

6. All components of heat production and distribution system, metering equipment, condensate returns, and other auxiliary facilities used in temporary service shall be cleaned prior to use; maintained to prevent corrosion internally and externally during use; and cleaned, maintained and inspected prior to acceptance by the Government.

B. Prior to final inspection, the equipment or parts used which show wear and tear beyond normal, shall be replaced with identical replacements, at no additional cost to the Government.

C. This paragraph shall not reduce the requirements of the mechanical and electrical specifications sections.

1.19 TEMPORARY USE OF EXISTING ELEVATORS

A. Use of existing elevators for handling building materials and Contractor's personnel will be permitted subject to following provisions:

1. Contractor makes all arrangements with the COR for use of elevators. The COR will ascertain that elevators are in proper condition. Contractor may use elevators Nos. 5 and 6 in Building No. 1 by way of the contractor ID badge.

2. Contractor covers and provides maximum protection of following elevator components:

a. Entrance jambs, heads soffits and threshold plates.

b. Entrance columns, canopy, return panels and inside surfaces of car enclosure walls.

c. Finish flooring.

1.20 TEMPORARY USE OF NEW ELEVATORS (DELETED)

1.21 TEMPORARY TOILETS

A. Contractor may have for use of Contractor's workmen, such toilet accommodations which are located in the basement of the Medical Center. Contractor shall keep such places clean and be responsible for any damage done thereto by Contractor's workmen. Failure to maintain satisfactory condition in toilets will deprive Contractor of the privilege to use such toilets.

1.22 AVAILABILITY AND USE OF UTILITY SERVICES

A. The Government shall make all reasonably required amounts of utilities available to the Contractor from existing outlets and supplies, as specified in the contract. The amount to be paid by the Contractor for chargeable electrical services shall be the prevailing rates charged to the Government. The Contractor shall carefully conserve any utilities furnished without charge.

B. The Contractor, at Contractor's expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of electricity used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

C. Contractor will be supplied utilities for the construction project at no cost to the contractor except for the exceptions listed in paragraph 1.22 E.

D. Heat: Furnish temporary heat necessary to prevent injury to work and materials through dampness and cold. Use of open salamanders or any temporary heating devices which may be fire hazards or may smoke and damage finished work, will not be permitted. Maintain minimum temperatures as specified for various materials:

1. Obtain heat by connecting to Medical Center heating distribution system.

a. Steam is available at no cost to Contractor.

E. Electricity (for Construction and Testing): Furnish all temporary electric services.

1. Obtain electricity by connecting to the Medical Center electrical distribution system. The Contractor shall meter and pay for electricity required for electric cranes and hoisting devices, electrical welding devices and any electrical heating devices providing temporary heat. Electricity for all other uses is available at no cost to the Contractor.

F. Water (for Construction and Testing): Furnish temporary water service.

1. Obtain water by connecting to the Medical Center water distribution system. Provide reduced pressure backflow preventer at each connection. Water is available at no cost to the Contractor.

2. Maintain connections, pipe, fittings and fixtures and conserve water-use so none is wasted. Failure to stop leakage or other wastes will be cause for revocation (at COR's discretion) of use of water from Medical Center's system.

G. Not used

H. Fuel: Natural and LP gas and burner fuel oil required for boiler cleaning, normal initial boiler-burner setup and adjusting, and for performing the specified boiler tests will be furnished by the Government. Fuel required for prolonged boiler-burner setup, adjustments, or modifications due to improper design or operation of boiler, burner, or control devices shall be furnished by the Contractor at Contractor's expense.

1.23 NEW TELEPHONE EQUIPMENT (DELETED)

1.24 TESTS

A. Pre-test mechanical and electrical equipment and systems and make corrections required for proper operation of such systems before requesting final tests. Final test will not be conducted unless pre-tested.

B. Conduct final tests required in various sections of specifications in presence of an authorized representative of the Contracting Officer. Contractor shall furnish all labor, materials, equipment, instruments, and forms, to conduct and record such tests.

C. Mechanical and electrical systems shall be balanced, controlled and coordinated. A system is defined as the entire complex which must be coordinated to work together during normal operation to produce results for which the system is designed. For example, air conditioning supply air is only one part of entire system which provides comfort conditions for a building. Other related components are return air, exhaust air, steam, chilled water, refrigerant, hot water, controls and electricity, etc. Another example of a complex which involves several components of different disciplines is a boiler installation. Efficient and acceptable boiler operation depends upon the coordination and proper operation of fuel, combustion air, controls, steam, feedwater, condensate and other related components.

D. All related components as defined above shall be functioning when any system component is tested. Tests shall be completed within a reasonably short period of time during which operating and environmental conditions remain reasonably constant.

E. Individual test result of any component, where required, will only be accepted when submitted with the test results of related components and of the entire system.

1.25 INSTRUCTIONS

A. Contractor shall furnish Maintenance and Operating manuals and verbal instructions when required by the various sections of the specifications and as hereinafter specified.

B. Manuals: Maintenance and operating manuals (four copies each) for each separate piece of equipment shall be delivered to the COR coincidental with the delivery of the equipment to the job site. Manuals shall be complete, detailed guides for the maintenance and operation of equipment. They shall include complete information necessary for starting, adjusting, maintaining in continuous operation for long periods of time and dismantling and reassembling of the complete units and sub-assembly components. Manuals shall include an index covering all component parts clearly cross-referenced to diagrams and illustrations. Illustrations shall include "exploded" views showing and identifying each separate item. Emphasis shall be placed on the use of special tools and instruments. The function of each piece of equipment, component, accessory and control shall be clearly and thoroughly explained. All necessary precautions for the operation of the equipment and the reason for each precaution shall be clearly set forth. Manuals must reference the exact model, style and size of the piece of equipment and system being furnished. Manuals referencing equipment similar to but of a different model, style, and size than that furnished will not be accepted.

C. Instructions: Contractor shall provide qualified, factory-trained manufacturers' representatives to give detailed instructions to assigned Department of Veterans Affairs personnel in the operation and complete maintenance for each piece of equipment. All such training will be at the job site. These requirements are more specifically detailed in the various technical sections. Instructions for different items of equipment that are component parts of a complete system, shall be given in an integrated, progressive manner. All instructors for every piece of component equipment in a system shall be available until instructions for all items included in the system have been completed. This is to assure proper instruction in the operation of inter-related systems. All instruction periods shall be at such times as scheduled by the COR and shall be considered concluded only when the COR is satisfied in regard to complete and thorough coverage. The Department of Veterans Affairs reserves the right to request the removal of, and substitution for, any instructor who, in the opinion of the COR, does not demonstrate sufficient qualifications in accordance with requirements for instructors above.

1.26 GOVERNMENT-FURNISHED PROPERTY

A. The Government shall deliver to the Contractor, the Government-furnished property shown on the Schedule or drawings.

B. Equipment furnished by Government to be installed by Contractor will be furnished to Contractor at the Medical Center.

C. Storage space for equipment will be provided by the Government and the Contractor shall be prepared to unload and store such equipment therein upon its receipt at the Medical Center.

D. Notify Contracting Officer in writing, 60 days in advance, of date on which Contractor will be prepared to receive equipment furnished by Government. Arrangements will then be made by the Government for delivery of equipment.

1. Immediately upon delivery of equipment, Contractor shall arrange for a joint inspection thereof with a representative of the Government. At such time the Contractor shall acknowledge receipt of equipment described, make notations, and immediately furnish the Government representative with a written statement as to its condition or shortages.

2. Contractor thereafter is responsible for such equipment until such time as acceptance of contract work is made by the Government.

E. Equipment furnished by the Government will be delivered in a partially assembled (knock down) condition in accordance with existing standard commercial practices, complete with all fittings, fastenings, and appliances necessary for connections to respective services installed under contract. All fittings and appliances (i.e., couplings, ells, tees, nipples, piping, conduits, cables, and the like) necessary to make the connection between the Government furnished equipment item and the utility stub-up shall be furnished and installed by the contractor at no additional cost to the Government.

F. Completely assemble and install the Government furnished equipment in place ready for proper operation in accordance with specifications and drawings.

G. Furnish supervision of installation of equipment at construction site by qualified factory trained technicians regularly employed by the equipment manufacturer.

1.27 RELOCATED ITEMS

A. Contractor shall disconnect, dismantle as necessary, remove and reinstall in new location, all existing equipment and items indicated by symbol "R" or otherwise shown to be relocated by the Contractor.

B. Perform relocation of such equipment or items at such times and in such a manner as directed by the COR.

C. Suitably cap existing service lines, such as steam, condensate return, water, drain, gas, air, vacuum and/or electrical, whenever such lines are disconnected from equipment to be relocated. Remove abandoned lines in finished areas and cap as specified herein before under paragraph "Abandoned Lines".

D. Provide all mechanical and electrical service connections, fittings, fastenings and any other materials necessary for assembly and installation of relocated equipment; and leave such equipment in proper operating condition.

E. Not used

F. All service lines such as noted above for relocated equipment shall be in place at point of relocation ready for use before any existing equipment is disconnected. Make relocated existing equipment ready for operation or use immediately after reinstallation.

1.28 STORAGE SPACE FOR VA EQUIPMENT (DELETED)

1.29 CONSTRUCTION SIGN (DELETED)

1.30 SAFETY SIGN (DELETED)

1.31 PHOTOGRAPHIC DOCUMENTATION (DELETED)

1.32 FINAL ELEVATION Digital Images (DELETED)

1.33 HISTORIC PRESERVATION (DELETED)

- - - END OF SECTION 01 00 00 - - -

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 00 61

OSHA REQUIREMENTS AND SAFETY & HEALTH REGULATIONS

A. The Contractor and any of its subcontractors are directly responsible for the health and safety of their employees and the protection of the work environment. All contractor and subcontractor personnel are responsible for compliance with applicable local, state and federal safety and health regulations, including those specifically incorporated into this Section 01 00 61;

B. Prior to beginning work, the Prime Contractor, upon request by the VA Contracting Officer, must provide documentation of experience and training that its superintendent is qualified to properly supervise and maintain a safe job site.

PART 1 - OSHA REQUIREMENTS

1.1 GENERAL

A. Contractors are required to comply with the Occupational Safety and Health Act of 1970. This will include the safety and health standard found in CFR 1910 and 1926. Copies of those standards can be acquired from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20420

B. In addition, Contractor will be required to comply with other applicable Medical Center policies and safety regulations. These policies and regulations will be presented to the Contractor at the pre-construction meeting. Each of the Contractor’s employees will be required to read the statement of policies and regulations and sign an acknowledgment that such policies and regulations are understood. Signed acknowledgment will be returned to the Contracting Officer.

C. Contractors involved with the removal, alteration, or disturbance of asbestos type insulation or materials will be required to comply strictly with the regulations found in CFR 1910.1001 and the appropriate EPA regulations regarding disposal of asbestos. Assistance in identifying asbestos can be requested from the Medical Center’s Industrial Hygienist and the COR.

D. Contractors entering locations of asbestos contamination (i.e. pipe basements) shall be responsible for providing respiratory protection to their employees and ensuring respirators are worn in accordance with OSHA (CFR 1910.1001 (g)). Asbestos contaminated areas shall be defined on project drawings. The minimum equipment requirements will be a half-mask air-purifying respirator equipped with high efficiency filters and disposable coveralls.

E. Contractor, along with other submittals, and at least two weeks prior to bringing any materials on-site, must submit a complete list of chemicals the Contractor will use and MSDS for all hazardous materials as defined in OSHA 1910.1200 (d) Hazard Determination. Contracting Officer shall have final approval of all materials brought on site.

F. The contractor will be held solely responsible for the safety and health of their employees. The contractor will also be held responsible to protect the health and safety of the VA Community (patients, staff, and visitors) from the unwanted effects of construction. VA staff will monitor the contractor's performance in complying with all safety and health aspects of the project. Severe or constant violations may result in an immediate work stoppage or request for a Compliance Officer from the Occupational Safety and Health Administration.

G. During all phases of demolition, construction and alterations, Contractors are required to understand and strictly follow NFPA 241 “Standard for Safeguarding Construction, Alteration and Demolition Operations”. The Medical Center’s Safety and Occupational Health Specialist, and Industrial Hygienist will closely monitor the work area for compliance. Appropriate action will be taken for non-compliance.

PART 2 - SPECIFIC VA MEDICAL CENTER FIRE & SAFETY POLICIES, PROCEDURES & REGULATIONS (ALSO SEE SECTION 01 00 00, GENERAL REQUIREMENTS, ARTICLE NO. 1.5 FIRE SAFETY PRECAUTIONS)

2.1 INTRODUCTION

A. The safety and fire protection of patients, employees, members of the public and government is one of continuous concern to this Medical Center.

B. Contractors, their supervisors and employees are required to comply with Medical Center policies to ensure the occupational safety and health of all. Failure to comply may result in work stoppage.

C. While working at this Medical Center, Contractors are responsible for the occupational safety and health of their employees. Contractors are required to comply with the applicable OSHA standards found in 29 CFR 1910 for general industry and 29 CFR 1926 for construction. Failure to comply with these standards may result in work stoppage and a request to the Area Director of OSHA for a Compliance Officer to inspect your work site.

D. Contractors are to comply with the requirements found in the National Fire Protection Association (NFPA) #241, “Building Construction and Demolition Operation” and NFPA #51B, “Fire Prevention in Use of Cutting and Welding Processes”.

E. Questions regarding occupational safety and health issues can be addressed to the Contracting Officer's Technical Representative (COR). The Medical Center Safety and Occupational Health Specialist or Industrial Hygienist will advise the COR when requested.

G. Smoking is not permitted on VA Medical Center property. (Note: This includes interior posted patient smoking areas, if applicable). Compliance with this policy by your direct and subcontracted labor force is required.

2.2 HAZARD COMMUNICATION

A. Contractors shall comply with OSHA Standard 29 CFR 1926.59 “Hazard Communication”.

B. Contractors shall submit to the VA Safety and Occupational Health Specialist, copies of Material Safety Data Sheets covering all hazardous materials to which the Contractor and VA employees are exposed.

C. Copies of Material Safety Data Sheets covering all hazardous materials to be used by the contractor shall be submitted to the COR prior to bringing them on VA property.

D. Contractors shall inform the COR of the hazards to which VA personnel and patients may be exposed.

E. Contractors shall have a written Hazard Communication Program available at the construction site, which details how the Contractor will comply with 29 CFR 1926.59.

2.3 FIRES

All fires must be reported. In the event of a fire in your work area, use the nearest pull box station and also notify Medical Center staff in the immediate area. Emergency notification can also be accomplished by dialing ext.55555.

Be sure to give the exact location from where you are calling and the nature of the emergency. If a Contractor experiences a fire that was rapidly extinguished by your staff, you still must notify the COR within an hour of the event such that an investigation of the fire can be accomplished.

2.4 FIRE ALARMS, SMOKE DETECTION AND SPRINKLER SYSTEM

If the nature of your work requires the deactivation of the fire alarm, smoke detection or sprinkler system, you must notify the COR. Notification must be made well in advance such that ample time can be allowed to deactivate the system and provide alternative measures for fire protection. Under no circumstance is a Contractor allowed to deactivate any of the fire protection systems in this Medical Center.

2.5 SMOKE DETECTORS

False alarms will not be tolerated. You are required to be familiar with the location of the smoke detectors in your work area. When performing cutting, burning or welding or any other operations that may cause smoke or dust, you must take steps to temporarily cover smoke detectors in order to prevent false alarms. Failure to take the appropriate action will result in the Contracting Officer assessing actual costs for government response for each false alarm that is preventable. Prior to covering the smoke detectors, the Contractor will notify the COR, who will also be notified when the covers are removed.

2.6 HOT WORK PERMIT

A. Hot work is defined as operations including, but not limited to, cutting, welding, thermal welding, brazing, soldering, grinding, thermal spraying, thawing pipes, or any similar situation. If such work is required, the Contractor must notify the COR no less than one day in advance of such work. The COR will inspect the work area and issue a “Hot Work Permit” authorizing the performance of such work.

B. All hot work will be performed in compliance with the Medical Center's policy regarding Hot Work Permits and NFPA 241, Safeguarding Construction, Alternation, and Demolition Operations, and NFPA 51B, Fire Prevention in Use of Cutting and Welding Processes, and applicable OSHA standard. A hot work permit will only be issued to individuals familiar with these regulations.

C. A hot work permit will only be issued when the following conditions are met:

1. Combustible materials are located a minimum of 25 feet from the work site, or protected by flameproof covers or shielded with metal or fire-resistant guards or curtains.

2. Openings or cracks in walls, floors, or ducts within 25 feet of the site are covered to prevent the passage of sparks to adjacent areas.

3. Where cutting or welding is done near walls, partitions, ceiling, or roof of combustible construction, fire resistant guards or shields are provided to prevent ignition.

4. Cutting or welding on pipes or other metal in contact with combustible walls, ceilings or roofs is not undertaken if the work is close enough to cause ignition by conduction.

5. Fully charged and operable fire extinguishers, appropriate for the type of possible fire, are available at the work area.

6. When cutting or welding is done in close proximity to a sprinkler head, a wet rag is laid over the head during operation.

7. Assure that nearby personnel are protected against heat, sparks, cut off, etc.

8. Assure that a fire watch is at the site. Make a final check-up 30 minutes after completion of operations to detect and extinguish any smoldering fires.

D. A fire watch shall be provided by the Contractor whenever cutting, welding, or performing other hot work. Fire watcher(s) shall:

1. Have fire-extinguishing equipment readily available and be trained in its use.

2. Be familiar with facilities and procedures for sounding an alarm in the event of fire.

3. Watch for fires in all exposed areas, sound the fire alarm immediately, and try to extinguish only within the capability of the portable extinguishing equipment available. In all cases if a fire is detected the alarm shall be activated even if the fire is extinguished.

4. Maintain the watch for at least a half-hour after completion of operations to detect and extinguish smoldering fires.

E. A “Hot Work Permit” will be issued only for the period necessary to perform such work. In the event the time necessary will exceed one day, a “Hot Work Permit” may be issued for the period needed; however, the COR will inspect the area daily. Hot work permit will apply only to the location identified on the permit. If additional areas involve hot work, then additional permits must be requested.

F. Contractors will not be allowed to perform hot work processes without the appropriate permit.

G. Any work involving the Medical Center’s fire protection system will require 24 hour notification to the COR notification. Under no circumstances will the Contractor or employee attempt to alter or tamper with the existing fire protection system.

H. The COR will be notified within 30 minutes of the completion of all hot work to perform an inspection of the area to confirm that sparks or drops of hot metal are not present.

2.7 TEMPORARY ENCLOSURES

Only non-combustible materials will be used to construct temporary enclosures or barriers at this Medical Center. Plastic materials and fabrics used to construct dust barriers must conform to NFPA #701, Standard Methods of Fire Tests for Flame-Resistant Textiles and Films.

2.8 FLAMMABLE LIQUIDS

All flammable liquids will be kept in approved safety containers. Only the amount necessary for your immediate work will be allowed in the building. Flammable liquids must be removed from the building at the end of each day.

2.9 COMPRESSED GAS CYLINDERS

Compressed gas shall be secured in an upright position at all times. A suitable cylinder cart will be used to transport compressed gas cylinders. Only those compressed gas cylinders necessary for immediate work will be allowed in occupied buildings. All other compressed gas cylinders will be stored outside of buildings in a designated area. Contractor will comply with applicable standards compressed gas cylinders found in 29 CFR 1910 and 1926 (OSHA).

2.10 INTERNAL COMBUSTION ENGINE-POWERED EQUIPMENT

Equipment powered by an internal combustion engine such as saws, compressors, generators and etc. will not be used in an occupied building. Special consideration may be given for unoccupied buildings only if the OSHA and NFPA requirements have been met.

2.11 POWDER ACTIVATED TOOLS

The operator of powder activated tools must be trained and certified to use them. Powder activated tools will be kept in a secured manner at all times. When not in use, the tools will be locked up. When in use, the operator will have the tool under his immediate control.

2.12 TOOLS

A. Under no circumstances are equipment, tools and other items of work to be left unattended for any reason. All tools, equipment and items of work must be under the immediate control of your employee.

B. If for some reason a work area must be left unattended, then it will be required that tools and other equipment be placed in an appropriate box or container and locked. All tool boxes, containers or any other device used for the storage of tool and equipment, will be provided with a latch and padlock. All tool boxes, containers or any other device used for the storage of tools and equipment, will be locked at all times except for putting in and removing tools.

C. All doors to work areas will be closed and locked when rooms are left unattended. Failure to comply with this directive will be considered a violation of VA Regulations 1.218 (b), “Failure to comply with signs of a directive and restrictive nature posted for safety purposes,” subject to a $50.00 fine. Subsequent similar violations may result in both imposition of such a fine as well as the Contracting Officer taking action under the Contract’s “Accident Prevention Clause” (FAR 52.236-13) to suspend all contract work until violations such may be satisfactorily resolved or under FAR 52.236-5 “Material and Workmanship Clause” to remove from the work site any personnel deemed by the Contracting Officer to be careless to the point of jeopardizing the welfare of Facility patients or staff.

D. You must report to the VA Police Department, Ext. 53333, any tools or equipment that are missing.

E. Tools and equipment found unattended will be confiscated and removed from the work area.

2.13 LADDERS

It is required that ladders not be left unattended in an upright position. Ladders must be attended at all times or taken down and chained securely to a stationary object.

2.14 SCAFFOLDS

All scaffolds will be attended at all times. When not in use, an effective barricade (fence) will be erected around the scaffold to prevent use by unauthorized personnel. (Reference OSHA 1926. Subpart L)

2.15 EXCAVATIONS

The contractor shall comply with OSHA 1926 Subpart P. An OSHA "competent person" must be on site during the excavation. The contractor shall coordinate with the COR and utility companies prior to the excavation to identify underground utilities tanks etc. All excavations left unattended will be provided with a barricade suitable to prevent entry by unauthorized persons.

2.16 STORAGE

You must make prior arrangements with the VA Project Engineer for the storage of building materials. Storage will not be allowed to accumulate in the Medical Center buildings.

2.17 TRASH AND DEBRIS

You must remove all trash and debris from the work area on a daily basis. Trash and debris will not be allowed to accumulate inside or outside of the buildings. You are responsible for making arrangements for removal of trash from the Medical Center facility.

2.18 PROTECTION OF FLOORS

It may be necessary at times to take steps to protect floors from dirt, debris, paint, etc. A tarp or other protective covering may be used. However, you must maintain a certain amount of floor space for the safe passage of pedestrian traffic. Common sense must be used in this matter.

2.19 SIGNS

Signs must be placed at the entrance to work areas warning people of your work. Signs must be suitable for the condition of the work. Small pieces of paper with printing or writing are not acceptable. The VAMC Safety Officer can be consulted in this matter.

2.20 ACCIDENTS AND INJURIES

Contractors must report all accidents and injuries involving your employees. The Contractor may use the VAMC Health Center, located in the basement of Building #1, for emergency care.

2.21 CONFINED SPACE ENTRY

A. Contractor will be informed that the workplace contains permit required confined space and that permit space entry is allowed only through compliance with a permit space program meeting the requirements of 29 CFR 1910.146 and 1926.21 (b)(6).

B. Contractor will be apprised of the elements including the hazards identified and the Medical Center’s (last employer) experience with the space that makes the space in question a permit space.

C. Contractor will be apprised of any precautions or procedures that the Medical Center has implemented for the protection of employees in or near permit space where Contractor personnel will be working.

D. Medical Center and Contractor will coordinate entry operations when both Medical Center personnel and Contractor personnel will be working in or near permit spaces as required by 29 CFR 1910.146 (d)(ii) and 1926.21 (b)(6).

E. Contractor will obtain any available information regarding permit space hazards and entry operation from the Medical Center.

F. At the conclusion of the entry operations the Medical Center and Contractor will discuss any hazards confronted or created in permit spaces.

G. The Contractor is responsible for complying with 29 CFR 1910.246 (d) through (g) and 1926.21 (b)(6). The Medical Center, upon request, will provide rescue and emergency services required by 29 CFR 1910.246 (k) and 1926.21 (b)(6).

2.22 CONTRACTOR PARKING & MATERIAL DELIVERY

Contractor's parking and the delivery of building materials tools etc. must be prearranged with the COR.

INTERIM LIFE SAFETY MEASURES MATRIX

|EXISTING DEFICIENCIES/CONDITIONS |INTERIM LIFE SAFETY MEASURES |

| |A |

|1) PATIENT ROOM DOOR LATCHING PROBLEM | |

|11) BLOCKING OFF AN EXIT | |

18) TAKING FIRE ALARM SYSTEM OFF-LINE | | | | | | | | | | | | | | | |19) TAKING SPRINKLER SYSTEM OFF-LINE | | | | | | | | | | | | | | | |20) DISCONNECTING ALARM DEVICES | | | | | | | | | | | | | | | |

Interim Life Safety Measures

A. Ensuring egress

B. Emergency forces access

C. Emergency forces notification

D. Ensuring operational life safety systems

E. Temporary construction

F. Additional firefighting equipment

G. Prohibiting smoking

H. Controlling combustible loading

I. Conducting 2 fire drills per shift in all areas

J. Conducting 2 fire drills per shift in local area

K. Increased hazard surveillance

L. Compartmentation training of personnel

M. Conducting organizational training on life safety

N. Conducting additional training on incident response

- - - END OF SECTION 01 00 61 - - -

SECTION 15001

GENERAL PROVISIONS - MECHANICAL

PART 1 – GENERAL

01. RELATED PORTIONS OF THE SPECIFICATION

A. Work in this division shall be subject to the applicable portions of the bidding documents.

02. SCOPE OF WORK

A. Furnish and install equipment and materials required to provide complete mechanical system alterations.

B. Refer [also] to ME drawings for pertinent work as applicable.

03. MANUFACTURER’S SAFETY DATA SHEETS (MSDS)

A. Provide a bound, indexed assembly of pertinent equipment and materials (including applicable Subcontractor items).

04. CONNECTIONS TO EQUIPMENT THAT IS EXISTING AND/OR FURNISHED BY OTHERS

A. Furnish and install branch piping serving equipment that is existing and/or furnished by others in accordance with the sizes and locations shown on the drawings complete with final connections, including provisions for shut-off and adapters as required.

05. CONNECTIONS TO UTILITIES

A. Furnish and install piping connections with public and/or site utilities (water supply, steam, steam condensate and heating hot water) in accordance with the sizes and locations shown on the drawings in strict compliance with the rules and regulations set forth by the Local Authority having jurisdiction complete with tests and final connections, with provisions for shut-off and adapters as required.

B. Connections causing interruption of service shall be performed “off hours” employing “premium time” labor as applicable.

06. FABRICATION DRAWINGS, MATERIAL LISTS AND EQUIPMENT SUBMITTALS

A. Prior to installation, submit fabrication drawings, material lists and equipment submittals (shop drawings) for approval in accordance with the following:

1. It is the intent of these specifications to define the requirements for fabrication drawings, material lists and equipment submittals. Questions regarding these requirements shall be directed to the Engineer prior to submission.

2. Fabrication drawings and material lists shall conform to the requirements herein specified.

3. Equipment submittals, unless otherwise specified, shall conform to the following:

a. Submittals shall be complete with the manufacturer’s product description literature. SUBMITTALS WITH INSUFFICIENT LITERATURE WILL BE DISAPPROVED.

b. Submittals shall include a complete listing of associated parameters contained in the bidding documents (materials, finishes, capacities, temperatures, pressures, electrical characteristics, etc.). THE ENGINEER WILL NOT TRANSFER INFORMATION FROM THE BIDDING DOCUMENTS TO THE SUBMITTALS. INCOMPLETE SUBMITTALS WILL BE DISAPPROVED.

c. Submittals shall be clearly marked to differentiate between the applicable and extraneous portions. THE ENGINEER WILL NOT MARK THE SUBMITTALS. UNMARKED SUBMITTALS WILL BE DISAPPROVED.

d. The attached Submittal Cover Sheet shall be copied, filled out and attached to EACH item submitted.

4. Submittals (including re-submissions), prepared and transmitted in electronic format, shall be ACCOMPANIED with a hard copy.

5. ADDITIONALLY, ELECTRONIC SUBMITTALS WHICH DO NOT CONFORM WITH THE ABOVE REQUIREMENTS WILL NOT BE REVIEWED, BUT RATHER DELETED WITH A CORRESPONDING TRANSMISSION: “REJECTED, NON-COMPLIANT SUBMISSION!”

6. Unless otherwise noted or herein specified, the following are required:

a. Material lists:

1) Piping systems.

2) Piping hangers and supports.

3) Insulation systems.

4) Fire stopping.

b. Fabrication drawings:

1) None required.

c. Equipment submittals:

1) Fuel oil storage tanks.

2) Heat exchangers.

3) Pumps.

4) Hydronic systems flow meters.

5) Expansion compensators and flexible connectors.

6) Steam pressure reducing valves.

7) Ductless air conditioning systems.

8) Automatic temperature controls.

9) Gauges and thermometers.

10) Identification.

11) Motor starters.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Materials and equipment shall be in strict accordance with the parameters herein specified.

2.02 ACCESSORIES AND COMPONENTS

A. Systems and equipment shall be complete with the necessary quantity of accessories and components required to insure a properly functioning installation.

2.03 MOTORS AND MOTOR STARTERS

A. Units serving driven equipment herein specified shall conform with the parameters set forth in Sections 15594 and 15595, respectively.

B. Refer [also] to Equipment/Motor-Wiring-Contractor/Motor Starter-Disconnect Schedule (ME Drawings).

PART 3 - EXECUTION

01. INSTALLATION

A. Work shall be expeditiously executed in a well-planned, organized, neat, workmanship like manner.

B. Unless otherwise noted or herein specified, materials and equipment shall be installed in strict accordance with the manufacturer’s recommendations.

C. System components shall be installed in a fashion ensuring easy serviceability.

D. Electrical work herein specified and/or noted shall be executed in strict conformance with the National Electrical Code (NEC).

02. REMOVALS

A. Unless otherwise noted or herein specified, equipment and materials shown and/or specified to be removed (including related accessories and appurtenances) shall become the Contractor’s property and shall not be permitted to accumulate, but shall be promptly removed from the job site.

B. The removal and disposal of glycol solutions, petroleum products, refrigerants and components containing asbestos and/or polychlorinate biphenyls (PCB’s) shall be in strict conformance with governing federal, state and local regulations.

C. Work shall be carefully executed to prevent the disruption of, or damage to, new work or existing work that is to remain.

03. CEILING PLENUM SPACE COORDINATION

A. Unless otherwise shown and/or noted, mechanical/electrical distribution systems shall generally be arranged in the following descending order:

1. Branch sprinkler piping and feeder conduits (highest).

2. Ductwork.

3. HVAC hydronic piping and plumbing piping (lowest).

B. Gravity drainage piping systems (steam, steam condensate, sanitary, storm, etc.) shall be accommodated in context with their necessary precedence.

C. Branch circuit conduits shall be accommodating as required.

04. PROTECTION

A. Materials, equipment and accessories shall be suitably covered and protected during construction.

B. Materials, equipment and accessories damaged during construction shall be replaced at no cost to the Owner.

05. SUPPORTS

A. Provide auxiliary steel (beams, channels, angles, formed shapes, etc.) required to properly support equipment and distribution systems.

B. Utilize galvanized components (wherever practical) or field apply two coats of corrosion resistant primer.

C. Seismic anchorages, restraints and equipment supports shall comply with National Uniform Seismic Installation Guidelines.

06. FINAL CLEANING, EQUIPMENT ROOMS

A. Remove trash and debris.

B. Thoroughly sweep (using sweeping compound) and subsequently vacuum floors.

C. Hand wash wall surfaces and equipment and remove any foreign substance (adhesive, extraneous paint, droppings, etc.).

D. Damp-mop floors.

07. RECORD DRAWINGS

A. Promptly record (in a neat, legible and red-color only accentuated fashion, on a complete, designated set of bidding documents containing no other markings) significant differences reflected by the actual installation (sizes, capacities, locations and features of distribution systems and equipment).

B. Thoroughly review such recordings weekly with the Engineer’s field representative and submit the completed set to the Engineer for electronic formatting.

08. FIELD CHECKING START-UP

A. Provide field checking start-up for systems and equipment in accordance with the requirements herein specified.

09. SYSTEMS CHECK-OUT (COMMISSIONING)

A. Subsequent to completing the HVAC systems, the Mechanical Contractor, in conjunction with the Engineer, shall orchestrate a demonstrative “check-out” of the systems operation.

B. In addition to the Engineer’s representative(s), the following parties shall participate:

1. The Mechanical Contractor’s project manager and job site foreman.

2. The major mechanical equipment suppliers’ service technicians.

3. The automatic temperature control Subcontractor’s project manager and installation supervisor.

4. The balancing Subcontractor’s job site technician(s).

C. The above assembly, under the conjunctive direction of the mechanical Contractor’s project manager and the Engineer’s representative shall demonstrate the disposition of the system(s) sequence of operation relative to the proper response of related equipment, controlled devices, controllers and balancing influences.

D. Shortcomings shall be defined and assigned (verbally and confirmed in writing) to the appropriate participant(s) relative to required corrective measures, including an appropriate date for completion.

E. Thereafter, the above process will be repeated until all the requirements set forth in the bidding documents are properly satisfied.

F. Finally, submit a detailed report to the Engineer, summarizing corrective measures and/or implemented alterations.

10. TESTING AND BALANCING

A. Promptly complete all work necessary to complement testing and balancing as herein specified.

B. Subsequently, orchestrate the on-site, simultaneous presence of the piping and sheet metal foremen, automatic temperature control technicians and testing and balancing agency representatives to assure their necessary corroborative effort.

11. INSTRUCTION

A. Provide thorough, organized instruction regarding equipment and systems operation to the Owner’s authorized representatives (secure written acknowledgement and forward to the Engineer); refer to respective specification sections for designated requirements.

12. OPERATION AND MAINTENANCE MANUAL

A. Upon completing the material lists and equipment submittal process, submit two bound, neatly arranged, indexed Operation and Maintenance Manuals for approval.

B. Manuals shall be contained in heavy duty, 3-ring vinyl covered loose-leaf binders (suitable sets of MANAGEABLE SIZE, like equipment and systems grouped) complete with:

1. Typewritten description of contents within a clear plastic sleeve on the spine.

2. Dividers with labeled, celluloid covered tabs.

3. Protective plastic jacket enclosures for diagnostic software.

C. Manuals shall contain:

1. Title page delineating:

a. Name of project.

b. General nature of contents.

c. Name and address of Contractor and Engineer.

d. Applicable cross-references to related volumes.

1. Table of contents listing equipment (including the associated alphanumerical designation) and the corresponding section (tab).

2. Pertinent equipment information, including:

a. Manufacturer and serial number.

b. Approved submittal.

c. Operating and maintenance instructions.

d. Names, addresses and telephone numbers relative to parts and service.

3. Field checking start-up reports.

4. Test and balance reports.

5. Systems check-out (commissioning) reports.

END OF SECTION

Attachment: Submittal Cover Sheet

Equipment and Materials Manufacturing/Source

THIS PAGE INTENTIONALLY LEFT BLANK

SUBMITTAL COVER SHEET

CONTRACTOR: _______________________

ADDRESS: __________________________

__________________________

TELEPHONE: ________________________

DATE: _____________________________

NOTE: ATTACH A COMPLETED COVER SHEET TO EACH COPY

PROJECT: VA, Repair Rome CBOC Mechanical Systems

TE PROJECT # 3351

VA Project # 528A7-11-724

TYPE OF SUBMITTAL (CHECK):

[ ] FABRICATION DRAWING [ ] SAMPLE

[ ] MATERIAL LIST [ ] COLOR SAMPLE

[ ] EQUIPMENT [ ] _______________

DESCRIPTION:

PRODUCT NAME: _____________________________________________________

MANUFACTURER: _____________________________________________________

SUBCONTRACTOR/SUPPLIER: ___________________________________________

ENGINEER REVIEW STAMP CONTRACTOR REVIEW STAMP

[ ] NO EXCEPTION TAKEN [ ] REVISE AND RESUBMIT

[ ] FURNISH AS CORRECTED [ ] REJECTED

Checking is only for conformance with the design

concept of the project and compliance with the

information given in the Contract Documents.

Contractor is responsible for dimensions to be

confirmed and correlated at the job site, for

information that pertains solely to the fabrication

process or to techniques of construction, and for

coordination of the work of all trades.

TOWNE ENGINEERING

Consulting Engineers

Date ______________ By ____________

REMARKS:

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15005

GENERAL PROVISIONS, PIPING SYSTEMS

PART 1 – GENERAL

1.01 STANDARDS

A. Pipe, tube and fittings shall comply with governing codes and shall conform to the applicable standards of ASTM, ASME, ASCE, ANSI and AWWA.

1.02 OPTIONS

A. Whenever copper and ferrous piping systems are specified two (2) inches and smaller and two and one-half (2-1/2) inches and larger, respectively, copper piping systems may be provided (in consistent fashion, by piping system) for sizes four (4) inches and smaller (unless otherwise noted).

B. Ferrous piping systems are generally specified with screwed joints and fittings serving sizes two (2) inches and smaller and with flanged joints and weld fittings or (for designated systems) grooved joints and fittings serving sizes two and one-half (2-1/2) inches and larger; unless otherwise noted, flanged joints and weld fittings or (for designated systems) grooved joints and fittings may be provided (in consistent fashion, by piping system) for piping one and one-half (1-1/2) inches and larger and/or screwed joints and fittings for sizes four (4) inches and smaller.

C. Copper piping systems are generally specified with soldered joints; mechanical joints (for designated systems) may be provided (in consistent fashion, by piping system).

D. Bronze body valves are generally specified with screwed ends; unless otherwise noted, solder ends (in strict accordance with the listed parameters) may be provided (in consistent fashion, by piping system) for copper piping systems.

1.03 MATERIAL LISTS

A. Prior to installation, submit a list of materials to the Engineer for approval that shall conform with the following:

1. Each piping system (including pipe material, pipe joints, fittings, valves, etc.) shall be listed separately.

2. Listings of pipe material, pipe joints (including the associated joining materials) and fittings shall be complete with a description of parameters contained in the bidding documents (schedule number, material, pressure classification, standards, etc.). THE ENGINEER WILL NOT TRANSFER INFORMATION FROM THE BIDDING DOCUMENTS TO THE LISTINGS. INCOMPLETE LISTINGS WILL BE DISAPPROVED.

3. Listings of valves shall be similar to those for pipe material, pipe joints and fittings and shall be complete with the manufacturer’s product description literature. INCOMPLETE LISTINGS WILL BE DISAPPROVED.

PART 2 – PRODUCTS

2.01 PIPE JOINTS AND FITTINGS

A. Pipe joints and fittings specified as 150 psig and 300 psig shall be standard weight and extra heavy weight, respectively (150 psig shall indicate nominal ranges of 125-150 psig SWP and 150-200 psig WOG; 300 psig shall indicate nominal ranges of 250-300 psig SWP and 300-400 psig WOG).

PART 3 – EXECUTION

3.01 INSTALLATION

A. General:

1. Changes in direction shall be made through fittings, except that welding outlet fittings may be used for branch piping two (2) inches and larger, provided the branch piping is a minimum of two pipe sizes smaller than the associated main piping.

2. Provide isolating valves at equipment requiring service.

3. Provide unions, flanges or disconnects required to facilitate convenient equipment removal.

4. Provide anchors, swings, thrust blocks, tie rods, flexible connectors, etc. required to prevent noise and allow for expansion.

B. Above grade:

1. Furnish and install piping substantially as shown on the drawings, as high as possible (except that piping shall generally be run below ductwork to facilitate access to valves, vents, flow meters, etc.), parallel to building walls, clear of structural members (except when penetrations are shown or approved) and clear of equipment removal areas.

C. Below grade:

1. Furnish and install piping substantially as shown on the drawings, parallel to building walls (except where shown otherwise) and in strict accordance with the designated inverts.

2. Provide trenching, backfilling and compacting in accordance with the requirements set forth in Division 2 and/or as shown on the drawings.

3. Plug or cap open ends when work is stopped and thoroughly flush (using water flowrates with velocities of five to six ft/sec) upon completion of work.

D. Sleeves:

1. Provide sleeves at ALL points where piping systems pass through building walls, floors and partitions:

a. Units penetrating walls and floors below grade shall be as detailed (Sleeves Below Grade, Floors and Walls).

b. Units penetrating floors shall be Schedule 40, black steel (ASTM A-53) arranged to provide a waterproofing flange by projecting 1/2” above finished floor (except in Mechanical/Electrical Equipment Rooms where the projection shall be 2” above finished floor).

c. Units penetrating walls or partitions (constructed of masonry and/or fire or smoke rated) shall be Schedule 40, black steel (ASTM A-53), neatly fitted and sealed to the associated opening.

d. Units penetrating walls or partitions (not constructed of masonry nor fire or smoke rated) shall be 22 gauge galvanized steel, neatly fitted and sealed to the associated opening.

e. Openings through existing walls or partitions constructed of solid masonry shall be core drilled and shall not require sleeves.

2. Seal annular spaces with intumescent, synthetic elastomer.

E. Escutcheons:

1. Provide chrome plated flat plate type escutcheons at ALL POINTS where EXPOSED piping systems pass through building walls, floors and partitions in FINISHED areas.

F. Painting:

1. Provide rust inhibitive prime and finish coats for ALL un-insulated, exterior, above grade, ferrous piping systems.

3.02 TESTS

A. Piping systems tests herein specified shall be conducted in the presence of the authority having jurisdiction before backfilling, concealment and/or insulation as applicable and all leaky joints shall be remade and retested.

3.03 TESTING AND BALANCING ASSISTANCE

A. Review completed systems with testing and balancing agency representatives and relate variations in the actual installation from the drawings and specifications.

B. Ensure air control accessories (air separators, expansion tanks, air vents, fill pressures, relief valve settings, etc.) are properly installed.

C. Thoroughly vent distribution piping and heat transfer equipment.

D. Remove and clean strainers.

E. Place automatic 2-way valves in their full-open position, automatic 3-way valves closed to bypass (unless otherwise indicated by the design concept) and all associated shut-off and/or balancing valves in their required full-closed or full-open position.

END OF SECTION

SECTION 15009

STEAM PIPING SYSTEMS, BELOW 125 PSIG

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete steam piping systems in accordance with the sizes and locations shown on the drawings.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Pipe material:

1. Welded, Schedule 40, black steel conforming to ASTM Specification A-53.

B. Pipe joint:

1. 2 inches and smaller:

a. 150 psig, screwed, malleable iron, bronze-to-iron seat, spherical ground joint unions.

2. 2–1/2 inches and larger:

a. 150 psig, forged steel, welding neck flanges conforming to ASTM Specification A-181 and ANSI Standard B16.5.

C. Fittings:

1. 2 inches and smaller:

a. 150 psig, screwed, malleable iron conforming to ASTM Specification A-197 and ANSI Standard B16.3.

b. 150 psig, screwed, cast iron conforming to ASTM Specification A-126 and ANSI Standard B16.4.

2. 2-1/2 inches and larger:

a. Butt-welding, standard wrought steel conforming to ASTM Specification A-234 and ANSI Standard B16.9.

D. Gaskets:

1. Metal type.

E. Valves:

1. Blow down:

a. Cast carbon steel body, flanged, replaceable stainless steel trim, 250 psig SWP.

2. Blow down at strainers:

a. Bronze two-piece body, screwed, ball type, chrome plated bronze ball, full port, replaceable reinforced TFE trim, lever handle, 600 psig WOG.

3. Butterfly:

a. 6 inches and smaller:

1) Carbon steel body, lug type for dead end service (to facilitate equipment isolation, removal and service) or wafer type for in-line service; integrally cast travel stop and extended neck.

2) 17-4ph shaft, 316SS disk, RTFE seat, FEP encapsulated FKM o-ring, CS/DU bearings; 285 psig, 350F.

3) Non-conductive extended locking handles, insulation protection sleeve, adjustable memory stop.

b. 8 inches and larger:

1) Same as 6 inches and smaller with worm gear actuator.

4. Gate:

a. 2 inches and smaller:

1) Bronze body, screwed, rising stem, union bonnet, solid wedge disk, 150 psig SWP.

b. 2-1/2 inches and larger:

1) Cast iron body, flanged, OS&Y, solid wedge disk, replaceable bronze trim, 125 psig SWP.

5. Globe:

a. Bronze body, screwed, globe or angle pattern, rising stem, union bonnet, replaceable stainless steel plug type disk and seat, 150 psig SWP.

6. Stop check:

a. Cast iron body, flanged, straight or angle type, renewable trim, 250 psig SWP, 450F.

F. Strainers:

1. 2 inches and smaller:

a. Iron body, screwed, Y-pattern, 20 mesh monel screen, 125 psig SWP.

2. 2-1/2 inches and larger:

a. Iron body flange, Y-pattern, 20 mesh monel screen, 125 psig SWP.

G. Traps:

1. General:

a. Units shall be sized in accordance with the parameters shown on the drawings (flow rates, safety factors, inlet and discharge pressures) and suitable for service with the associated steam pressure and temperature.

2. Float and thermostatic:

a. Cast iron body; stainless steel float mechanism, trim, air vent assembly, valve and seat; 125 psig.

3. Inverted bucket:

a. Cast iron body; stainless steel bucket, trim, air vent assembly, valve and seat; 250 psig.

4. Thermodynamic:

a. Stainless steel body; stainless steel cap, disk and strainer; 600 psig.

5. Thermostatic:

a. Brass body; stainless steel thermostatic element, valve and seat; balanced pressure design, 125 psig.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Pitch piping down in the direction of steam flow 1/4” in 25 ft.

B. Furnish and install eccentric reducers where required to provide continuous condensate drainage.

C. Where steam piping is shown on the drawings to pitch up in the direction of flow, said pitch shall be 1” in 5 ft.

3.02 TEST

A. Test the entire system (new work, isolated from existing) hydrostatically at 125 psig.

B. The system shall be leak-tight after a 3-hour duration.

END OF SECTION

SECTION 15010

VENT PIPING SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete vent piping systems in accordance with the sizes and locations shown on the drawings.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Pipe material:

1. Welded, Schedule 40, black steel conforming to ASTM Specification A-53.

B. Pipe joints:

1. 2 inches and smaller:

a. 150 psig, screwed, malleable iron, bronze-to-iron seat, spherical ground joint unions.

2. 2-1/2 inches and larger:

a. 150 psig, forged steel, welding neck flanges conforming to ASTM Specification A-181 and ANSI Standard B16.5.

C. Fittings:

1. 2 inches and smaller:

a. 150 psig, screwed, malleable iron conforming to ASTM Specification A-197 and ANSI Standard B16.3.

b. 150 psig, screwed, cast iron conforming to ASTM Specification A-126 and ANSI Standard B16.4.

2. 2-1/2 inches and larger:

a. Butt-welding, standard wrought steel conforming to ASTM Specification A-234 and ANSI Standard B16.9.

D. Gaskets:

1. Metal type.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Furnish and install vent piping to building exterior.

3.02 TEST

A. Test the entire system (new work, isolated from existing) pneumatically at 50 psig.

B. The system shall be leak-tight after a 10-minute duration.

END OF SECTION

SECTION 15011

STEAM CONDENSATE PIPING SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete steam condensate piping systems in accordance with the sizes and locations shown on the drawings.

B. Refer to Section 15001, General Provisions, Section 1.06 for submittal requirements.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Pipe material:

1. Welded, Schedule 80, black steel conforming to ASTM Specification A-53.

B. Pipe joints:

1. 2 inches and smaller:

a. 300 psig, screwed, malleable iron, bronze-to-iron seat, spherical ground joint, unions.

2. 2-1/2 inches and larger:

a. 300 psig, forged steel, welding neck flanges, conforming to ASTM Specification A-181 and ANSI Standard B16.5.

C. Fittings:

1. 2 inches and smaller:

a. 300 psig, screwed, malleable iron conforming to ASTM Specification A-47 and ANSI Standard B16.19.

b. 300 psig, screwed, cast iron conforming to ASTM Specification A-126 and ANSI Standard B16.4.

2. 2-1/2 inches and larger:

a. Butt-welding, extra heavy wrought steel conforming to ASTM Specification A-234 and ANSI Standard B16.9.

D. Gaskets:

1. Metal type.

E. Valves:

1. Ball:

a. Bronze two-piece body, screwed, chrome plated bronze ball, full port, replaceable reinforced TFE trim, lever handle, 600 psig WOG.

b. Non-conductive extended handles, insulation protection sleeve, adjustable memory stop, hose end with cap and chain for drain service.

2. Butterfly:

a. 6 inches and smaller:

1) Carbon steel body, lug type for dead end service (to facilitate equipment isolation, removal and service) or wafer type for in-line service; integrally cast travel stop and extended neck.

2) 17-4ph shaft, 316SS disk, RTFE seat, FEP encapsulated FKM o-ring, CS/DU bearings; 285 psig, 350F.

3) Non-conductive extended locking handles, insulation protection sleeve, adjustable memory stop.

b. 8 inches and larger:

1) Same as 6 inches and smaller with worm gear actuator.

3. Gate:

a. 2 inches and smaller:

1) Bronze body, screwed, rising stem, union bonnet, solid wedge disk, 150 psig SWP.

b. 2-1/2 inches and larger:

1) Cast iron body, flanged, OS&Y, solid wedge disk, replaceable bronze trim, 125 psig SWP.

4. Check:

a. 2 inches and smaller:

1) Swing type:

a) Bronze body, screwed, screwed cap, replaceable bronze disk, 200 psig WOG.

2) Lift type:

a) Bronze body, screwed, horizontal or vertical pattern, replaceable TFE disk and seat, 200 psig WOG.

3) Silent guided spring type:

a) Bronze body, screwed, stainless steel spring, replaceable bronze trim, 300 psig WOG.

b. 2-1/2 inches and larger:

1) Swing type:

a) Iron body, flanged, bolted cap, replaceable bronze disk and seat, 200 psig WOG.

2) Silent guided spring type:

a) Iron body, flanged, wafer or globe pattern, stainless steel spring, replaceable bronze trim, 175 psig WOG.

5. Globe:

a. Bronze body, screwed, globe or angle pattern, rising stem, union bonnet, replaceable stainless steel plug type disk and seat, 150 psig SWP.

F. Strainers:

1. 2 inches or smaller:

a. Iron body, screwed, Y-pattern, 20 mesh monel screen, 200 psig WOG.

2. 2-1/2 inches and larger:

a. Iron body, flanged, Y-pattern, 20-mesh monel screen, 200 psig WOG.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Pitch piping down in the direction of condensate flow, 1/4” in 25 ft.

B. Furnish and install drain valves at all low points of condensate pump discharge lines.

3.02 TEST

A. Test the entire system (new work, isolated from existing) hydrostatically at 125 psig.

A. The system shall be leak-tight after a 3 hour duration.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15014

HYDRONIC PIPING SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete hydronic piping systems (hot water) in accordance with the sizes and locations shown on the drawings.

PART 2 – PRODUCTS

2.01 DESCRIPTION

B. Pipe material:

1. 2 inches and smaller:

a. Welded, Schedule 40, black steel conforming to ASTM Specification A-53.

b. Type L, hard copper tubing conforming to ASTM Specification B-88.

2. 2-1/2 inches and larger:

a. Welded, Schedule 40, black steel conforming to ASTM specification A-53.

C. Pipe joints:

1. 2 inches and smaller:

a. 150 psig, screwed, malleable iron, bronze-to-iron seat, spherical ground joint unions.

b. Soldered type, joined with lead free, tin-copper-selenium solder.

2. 2-1/2 inches and larger:

a. 150 psig, forged steel, welding neck flanges conforming to ASTM Specification A-181 and ANSI Standard B16.5.

D. Fittings:

1. 2 inches and smaller:

a. 150 psig, screwed, malleable iron conforming to ASTM Specification A-197 and ANSI Standard B16.3.

b. Wrought solder joint type conforming to ANSI Standard B16.22.

2. 2-1/2 inches and larger:

a. Butt-welding, standard wrought steel conforming to ASTM Specification A-234 and ANSI Standard B16.9.

E. Gaskets:

1. Metal type.

F. Valves:

1. Ball:

a. Bronze two-piece body, screwed, chrome plated bronze ball, full port, replaceable reinforced TFE trim, lever handle, 600 psig WOG.

b. Non-conductive extended handles, insulation protection sleeve, adjustable memory stop, hose end with cap and chain for drain service.

2. Butterfly:

a. 6 inches and smaller:

1) Iron body, lug type for bi-directional dead end service (to facilitate equipment isolation, removal and service); extended neck, integral top plate (complementing flush-mounted actuator).

2) One-piece, molded-in (fully isolating body, stem and bearings), resilient EPDM seat, (250F); integral o-ring (precluding flange gaskets).

3) One piece, stainless steel shaft; concentric seating, polished aluminum bronze or stainless steel disk; torque plug type mechanical connection, inboard bronze bearings, heavy duty top bushing, self-adjusting stem seal, 250 psig WOG.

4) Non-conductive, extended, locking handle; insulation protection sleeve, adjustable memory stop.

b. 8 inches and larger:

1) Same as 6 inches and smaller with worm gear actuator.

3. Check:

a. 2 inches and smaller:

1) Swing type:

a) Bronze body, screwed, screwed cap, replaceable bronze disk, 200 psig WOG.

2) Lift type:

a) Bronze body, screwed, horizontal or vertical pattern, replaceable TFE disk and seat, 200 psig WOG.

3) Silent guided spring type:

a) Bronze body, screwed, stainless steel spring, replaceable bronze trim, 300 psig WOG.

b. 2-1/2 inches and larger:

1) Swing type:

a) Iron body, flanged, bolted cap, replaceable bronze disk and seat, 200 psig WOG.

2) Silent guided spring type:

a) Iron body, flanged, wafer or globe pattern, stainless steel spring, replaceable bronze trim, 175 psig WOG.

4. Gate:

a. 2 inches and smaller:

1) Bronze body, screwed, rising stem, union bonnet, solid wedge disk, 200 psig WOG.

b. 2-1/2 inches and larger:

1) Iron body, flanged, OS&Y, bolted bonnet, solid wedge disk, replaceable bronze trim, 200 psig WOG.

5. Globe:

a. 2 inches and smaller:

1) Bronze body, screwed, globe or angle pattern, rising stem, union bonnet, replaceable bronze disk, 200 psig WOG.

b. 2-1/2 inches and larger:

1) Iron body, flanged, globe or angle pattern, OS&Y, bolted bonnet, replaceable bronze disk and seat, 200 psig WOG.

6. Lubricated plug:

a. 2 inches and smaller:

1) Teflon lined, tapered, screwed, bolted cover, 175 psig WOG.

b. 2-1/2 inches and larger:

1) Teflon lined, tapered, flanged, bolted cover, 175 psig WOG.

G. Strainers:

1. Y-pattern:

a. 2 inches and smaller:

1) Iron body, screwed, 200 psig WOG.

2) Stainless steel screen, 20 mesh.

b. 2-1/2 inches and larger:

1) Iron body, flanged, 200 psig WOG.

2) Stainless steel screen, 0.125 inch perforations.

2. Basket:

a. Iron body, flanged, 200 psig WOG.

b. Bolted cover, closed systems; clamp cover, open systems.

c. Stainless steel basket, 0.125 inch perforations.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Pitch piping up in the direction of flow 1/4” in 25 ft.

B. Furnish and install manual air vents at high points, complete with remote air chambers and connecting tubing as required to provide easy access.

C. Furnish and install drain valves at low points.

3.02 TEST

A. Test the entire system (new work, isolated from existing) hydrostatically at 125 psig.

B. The system shall be leak-tight after a 3-hour duration.

END OF SECTION

SECTION 15019

REFRIGERANT PIPING SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete refrigerant piping systems in accordance with the sizes and locations shown on the drawings.

B. Systems shall comply with the requirements set forth in ASHRAE Standard 15.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Pipe material:

1. Type L, hard copper tubing conforming to ASTM Specification B-88.

B. Pipe joints:

1. Solder type, joined with high temperature silver brazing alloy.

C. Fittings:

1. Wrought solder joint type conforming to ANSI Standard B16.22.

PART 3 – EXECUTION

3.01 INSTALLATION

A. General:

1. Lay out (arrange) piping in the most direct (shortest route) fashion using the least possible fittings.

2. Thoroughly clean all components prior to assembly.

3. Maintain an inert gas charge (to prevent scale formation) while implementing component joining.

4. Provide flexible foamed plastic bushings at all piping supports.

5. Provide stop valves permitting component isolation and access ports for charging and monitoring.

B. Liquid line:

1. Arrange piping to maintain 5F sub-cooling at thermal expansion valve.

2. Provide check valve at the condenser discharge whenever the associated lift is greater than 10 feet.

3. Pitch piping toward the evaporator, 1/2” in 10 ft.

4. Provide replaceable-core filter drier, solenoid valve and moisture indicating sight glass.

5. Provide a dedicated thermal expansion valve (located as close as possible) for each distributor.

C. Suction line:

1. Arrange piping such that:

a. Evaporator header branches join below the lowest evaporator header.

b. The common connection (of evaporator header branches) rises above the evaporator before continuing.

2. Alternate piping size horizontal/vertical as required to accommodate pressure drop limitation while maintaining oil carrying velocity.

3. Pitch piping toward evaporator, 1/2” in 10 ft.

4. Provide frost control and replaceable-core filter.

D. Discharge line:

1. Arrange piping such that it rises above the condenser prior to entering.

2. Alternate piping size horizontal/vertical as required to accommodate pressure drip limitation while maintaining oil carrying velocity.

3. Pitch piping toward condenser, 1/2” in 10 ft.

3.02 TEST

A. Initial testing shall include charging the high and low side of the system with dry nitrogen to pressures of 300 psig and 150 psig, respectively, and checking each joint with a soap solution.

B. Final testing shall include charging the system with a nominal amount of the appropriate refrigerant, then charging the high and low sides of the system with dry nitrogen to pressures of 300 and 150 psig, respectively, and checking each joint with a halide leak detector. The system shall be leak-tight after a 24-hour duration.

C. Evacuate the system (twice, with an intermittent charge of dry nitrogen) to a vacuum of 2.5 mm Hg. The system shall be leak-tight after a 12-hour duration.

END OF SECTION

SECTION 15022

OIL PIPING SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete oil piping systems in accordance with the sizes and locations shown on the drawings.

B. Systems shall comply with the requirements set forth in NFPA Standard 31.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Pipe material:

1. Suction and return piping above grade:

a. Welded, Schedule 40, black steel conforming to ASTM Specification A-53.

b. Type L, hard copper tubing conforming to ASTM Specification B-88.

2. Suction, return and vent piping below grade:

a. Containment piping:

1) Nylon 12/polyester film composite.

b. Retractability:

1) Corrugated ducting, entry/bulkhead boots.

3. Fill piping:

a. Welded, Schedule 40, steel equal to or exceeding the requirements of ASTM Specification A-72 (wrought iron), heavy bitumastic coating.

4. Vent piping above grade:

a. Welded, Schedule 40, galvanized steel conforming to ASTM Specification A-53.

B. Pipe joints:

1. Suction and return piping above grade:

a. 150 psig, screwed, malleable iron, bronze-to-iron seat, spherical ground joint unions.

b. Solder type, joined with lead free, tin-copper-selenium solder.

2. Suction, return and vent piping below grade:

a. None permitted.

3. Fill piping:

a. 150 psig, forged steel, welding neck flanges, conforming to ASTM Specification A-181 and ANSI Standard B16.5.

4. Vent piping above grade:

a. Galvanized, malleable iron companion flanges, conforming to ASTM Specification A-126 and A-153 and ANSI Standard B16.5.

C. Fittings:

1. Suction and return piping above grade:

a. 150 psig, screwed, malleable iron conforming to ASTM Specification A-197 and ANSI Standard B16.3.

b. Wrought solder joint type conforming to ANSI Standard B16.22.

2. Suction, return and vent piping below grade:

a. None permitted.

3. Fill piping:

a. Butt-welding standard wrought steel conforming to ASTM Specification A-234 and ANSI Standard B16.9.

4. Vent piping above grade:

a. 150 psig, screwed, galvanized, malleable iron conforming to ASTM Specifications A-153 and A-197 and ANSI Standard B16.3.

D. Valves:

1. Ball:

a. Bronze two-piece body, screwed, chrome plated bronze ball, full port, replaceable reinforced TFE trim, lever handle, 600 psig WOG.

b. Non-conductive extended handles, insulation protection sleeve, adjustable memory stop.

2. Check:

a. Swing type:

1) Bronze body, screwed, screwed cap, replaceable bronze disk, 200 psig WOG.

b. Lift type:

1) Bronze body, screwed, horizontal or vertical pattern, replaceable TFE disk and seat, 200 psig WOG.

3. Globe:

a. Bronze body, screwed, globe or angle pattern, rising stem, union bonnet, replaceable bronze disk, 200 psig WOG.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Pitch piping (suction, return, vent and fill) down toward fuel oil storage tank 1/4” per foot, minimum.

3.02 TEST

A. Test the entire piping system (new work, isolated from existing) pneumatically.

B. The system shall be leak-tight after a 3-hour duration.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15031

CONDENSATE DRAINAGE PIPING SYSTEMS, ABOVE GRADE

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete condensate drainage piping systems in accordance with the sizes and locations shown on the drawings.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Pipe material:

1. Copper drainage tubing (DWV) conforming to ASTM Specification B-306.

B. Pipe joints:

1. Soldered type, joined with lead free, tin-copper-selenium solder.

C. Fittings:

1. Wrought DWV, solder joint type conforming to ANSI Standard B16.29 or cast DWV, solder joint type conforming to ASTM Specification B-16 and ANSI Standard B16.23.

PART 3 – EXECUTION

3.01 TEST

A. Test the entire sanitary waste and vent system (new work, isolated from existing) hydrostatically at 5 psig.

B. The system shall be leak-tight after a 3-hour duration.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15039

PIPING SYSTEMS HANGERS AND SUPPORTS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install piping systems hangers and supports for piping systems shown on the drawings.

1.02 STANDARDS

A. Units, including piping system attachments, structural attachments, hanger rods, anchors, bracing, alignment guides and all necessary accessories shall be in accordance with ANSI Standard B31.1 and MSS Standard SP-58.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Basic components (piping system attachments, structural attachments, hanger rods, alignment guides, etc.):

1. Stock, production units.

B. High density insulation filler pieces:

1. Molded, rigid urethane, thickness equal to that of the specified adjoining insulation, 6 inches long, 4 lbs/cu ft, 0.03 perm inches (ASTM Specification C-355, dry cup), 125 lbs/sq inch (compressive strength).

C. Protective shields:

1. Galvanized steel, formed to fit the adjoining insulation, 180 degree arc.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Units shall be capable of properly supporting each piping system under operating conditions imposed by the transported medium (gas or liquid), including provisions for:

1. Expansion and contraction (movement shall not cause disengagement).

2. Preventing excessive stress.

3. Threaded vertical adjustment subsequent to installation.

4. Shock absorbing devices as required.

B. Hanger rods shall be subjected to tensile loads only; where axial or lateral movements are anticipated, suitable linkages shall be provided.

C. Piping system attachments serving copper piping systems shall be copper clad.

D. Structural attachments shall be secured to the building structural system (as shown), NOT to ROOF decks or components of the mechanical and electrical systems (ductwork, piping, conduit, etc.); however, attachments serving piping 2 inches and smaller may be secured to FLOOR decks.

E. Piping systems support shall be completely independent of the associated equipment and terminals.

02. ARRANGEMENT

A. Locate and position units to complement an associated piping system arrangement which assures proper access for maintenance and service.

B. Position structural attachments to accommodate piping system elevations which complement a coordinated ceiling plenum space arrangement.

END OF SECTION

SECTION 15045

FUEL OIL STORAGE TANKS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install fuel oil storage tanks in accordance with the sizes, capacities and locations shown on the drawings.

B. Units shall be the underground type; designed, fabricated, tested and installed in accordance with the requirements of Underwriters Laboratories, the National Fire Protection Association, American Petroleum Institute, Environmental Protection Agency, National Electrical Code and 6 NYCRR Part 614 (Standards for New and Substantially Modified Petroleum Facilities); complete with tank, sumps and product level/leak management system..

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Tank/Sumps:

1. Construction:

a. Double wall.

b. Fiberglass (glass fibers, resin silene treated silica matrix).

c. High gloss inner surface laminate.

2. Annular space:

a. Uninhibited free flow.

b. Dyed (green), sodium chloride solution filled.

3. Accessories:

a. Containment collars, hydrostatic reservoir.

b. Drop tubes.

c. Fill/vent connectors.

d. Valves:

1) Foot.

2) Ball float.

3) Overfill prevention.

e. Manways.

B. Product level/leak management system:

1. Controller:

a. General:

1) Microprocessor based, programmable set points.

2) Non-volatile memory, real-time clock.

3) Audible/visual alarms.

4) Lockable, wall mounted NEMA 12 enclosure.

5) Building management system interface.

b. Data log:

1) Inventory.

2) Delivery.

3) Alarm.

4) Theft.

5) Error.

6) Leak report.

c. LED digital display:

1) General:

a) Product:

1) Type.

2) Leak level set point.

3) Level.

4) Percent capacity.

5) Temperature.

b) Water:

1) Leak level set point.

2) Level.

2) Alarms:

a) Tank:

1) Product leak.

2) Water leak.

b) Piping leak.

2. Sensors:

a. General:

1) Non-discriminating (product/water).

2) Wiring fault detection.

b. Reservoir:

1) Dual float.

2) PVC housing, guide stem.

3. Tank gauging probe:

a. General:

1) Product float sensor.

2) Water float sensor.

3) Multiple temperature sensors.

b. Accuracy:

1) 0.10 gph, test.

2) +/- 0.0005 inches, product.

3) +/- 0.001 inches, water.

4) +/- 0.001 F, temperature.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Installation shall be executed by a New York State licensed Underground Storage Tank (UST) installer

3.02 TESTS

A. Test the system in accordance with the aforementioned agencies and manufacturer.

3.03 ELECTRICAL WIRING:

A. Wiring required to complete the product leak/level management system shall be the responsibility of this Contractor and installed in strict accordance with the National Electrical Code.

B. Power wiring required to energize the system shall be the responsibility of this Contractor and executed by the Electrical Contractor.

C. Wiring associated with digital components shall be twisted, low voltage, shielded (as required), plenum cable.

D. Exposed wiring shall be installed in DEDICATED electrical metallic tubing with set-screw and compression type couplings and connectors for interior dry locations and interior wet locations or exterior locations, respectively.

E. Provide conduit labels (located to ensure continuous systems recognition) and identification at wiring terminations).

3.04 IDENTIFICATION:

A. Labeling shall be in strict conformance with 6 NYCRR Part 614.

END OF SECTION

SECTION 15095

HEAT EXCHANGERS, SHELL AND TUBE, STEAM-TO-WATER

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install steam-to-water heat exchangers in accordance with the sizes, capacities and locations shown on the drawings.

B. Units shall be the shell and tube type (steam in shell, water in tubes); constructed in accordance with ASME Code for unfired pressure vessels; complete with shell, head, tube bundle and accessories.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Shell:

1. Steel, 125 psig.

B. Head:

1. Cast iron.

C. Tube bundle:

1. Removable U-bend type, copper tubes, (0.049” wall), steel tube sheets and supports, 125 psig.

D. Accessories:

1. Vacuum breaker, saddles, supports.

PART 3 - EXECUTION

3.01 INSTALLATION

A. The associated piping systems (shell-side and tube-side) shall be supported independently and properly aligned with inlet and outlet connections.

B. Arrange shell support to accommodate thermal expansion.

3.02 FIELD CHECKING START-UP

A. Unit field checking, testing and start-up (including verbal operating and maintenance instructions required and requested by the Owner) shall be performed by the manufacturer’s authorized representative, with a copy of the results (in report form) submitted to the Engineer.

END OF SECTION

SECTION 15126

CIRCULATING PUMPS, LINE MOUNTED, HORIZONTAL SPLIT CASE

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install line mounted circulating pumps in accordance with the sizes, capacities and locations shown on the drawings.

B. Units shall be the, close coupled, single stage, horizontal split case type; factory tested, cleaned and painted.

PART 2 – PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Provide pumps of the same type, the product of a single manufacturer.

2.02 DESCRIPTION

A. Volute:

1. Cast iron, 175 psig working pressure per ASTM A48.

2. Mounting flanges; gauge (suction and discharge), vent and drain tappings.

3. Arranged to permit servicing pump intervals without disturbing adjoining piping.

B. Impeller:

1. Cast bronze, enclosed type per ASTM B62.

2. Dynamically and hydraulically balanced.

C. Seal:

1. Internally flushed, mechanical type.

2. Ceramic seat, carbon ring, bronze shaft sleeve.

D. Motor:

1. Refer to Specification Section 15594, Motors.

2. Hardened alloy steel shaft, heavy duty grease-able ball bearings.

3. Combination motor bracket/volute cover plate (ensuring concentric alignment), anti-vortex baffles.

E. Provide coupling guards that meet ANSI B15.1, Section B and OSHA requirements.

PART 3 – EXECUTION

3.01 INSTALLATION

A. The associated inlet and outlet piping shall be rigidly supported near the pump and precisely aligned with suction and discharge connections.

B. Provide one spare seal and casing gasket for each pump.

3.02 FIELD CHECKING START-UP

A. Unit field checking, testing and start-up (including verbal operating and maintenance instructions required and requested by the Owner) shall be performed by the manufacturer’s authorized representative, with a copy of the results (in report form) submitted to the Engineer.

END OF SECTION

SECTION 15146

HYDRONIC SYSTEMS FLOW METERS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install hydronic systems flow meters in accordance with the capacities and locations shown on the drawings.

PART 2 - PRODUCTS

2.01 DESCRIPTION

A. Function:

1. Positive shutoff.

2. Throttling.

3. Temperature and differential pressure measurement.

4. Draining.

5. Filling.

B. Performance:

1. Positioning accuracy: ± 1.0%.

2. Measuring accuracy: ± 10.0%.

C. Features:

1. Low pressure drop, “Y” pattern, globe style.

2. Digital/vernier handwheel, memory stop, anti-tamper lock cap.

3. Easily accessible self-sealing test ports, standard insertion probe compatible.

4. Drain valve with hose end, cap and chain.

5. Preformed polyurethane insulation.

D. Construction:

1. 2 inches and smaller:

a. Bronze body, screwed, 200 psig wog.

2. 2-1/2 inches and larger:

a. Iron body, flanged, brass trim, 125 psig working pressure.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Units shall be properly sized within their respective range as scheduled.

END OF SECTION

SECTION 15148

EXPANSION COMPENSATORS AND FLEXIBLE

CONNECTORS, HYDRONIC SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install expansion compensators and flexible connectors in accordance with the sizes and locations shown on the drawings.

B. Units shall be arranged to accommodate thermal expansion, eliminate vibration and provide for nominal offset at piping connections to equipment.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. General:

1. Suitable for service relative to the temperature and pressure parameters of the associated piping system.

B. Expansion compensators:

1. Multi-ply, stainless steel bellows; telescoping shroud (designed to prevent torsional stress).

C. Flexible connectors:

1. Metal hose:

a. Bronze, close pitch corrugation.

b. Closely braided, high tensile strength, bronze protective cover.

2. Non-metallic:

a. Molded EPDM covers, bias-ply tire cord reinforcing.

b. Steel flanges, galvanized aircraft cable control.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15245

STEAM PRESSURE REDUCING VALVES

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install steam pressure reducing valves in accordance with the sizes, capacities and locations shown on the drawings.

B. Units shall be the external piloted single seated type (for dead-end service); suitable for service with the associated steam pressure; complete with body, diaphragms and trim.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Body:

1. Ductile iron.

B. Diaphragm:

1. Stainless steel.

C. Trim:

1. Stainless steel, replaceable.

D. Performance:

1. 20:1 range rangeability.

2. +/- 1% accuracy.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15282

DUCTLESS AIR CONDITIONING SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install ductless air conditioning systems in accordance with the sizes, capacities and locations shown on the drawings.

B. Systems shall be the split, direct expansion type; factory fabricated, tested, piped and wired (in accordance with the National Electrical Code); Underwriters Laboratories listed; complete with room-side unit, condensing unit, electrical components, operating control and accessories.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Room-side unit:

1. Cabinet:

a. Wall mounted, high strength molded plastic.

b. Adjustable air distribution.

2. Evaporator section:

a. Copper tube, aluminum fin coil, 300 psig leak test.

b. Refrigerant specialties, safety controls.

c. Drain pan, condensate pump.

3. Fan/motor:

a. Double width, forward curved centrifugal type, statically and dynamically balanced.

b. High efficiency, permanent split capacitor, multiple speed, resilient mounting, integral thermal overload protection.

4. Filter:

a. 1” thick, pleated cotton/polyester blend, two sets.

B. Condensing unit:

1. Cabinet:

a. Welded galvanized steel frame.

b. Reinforced heavy gauge steel panels, access doors.

c. Weather resistant finish (zinc coated, phosphatized, epoxy primer, baked enamel paint).

2. Compressor/Motor:

a. Hermatic, direct-drive, variable speed, scroll type.

b. Positive lubrication, isolated mounting, backseating stop valves with service pressure ports.

c. Suction gas cooled, ± 10% voltage fluctuation capacity.

d. Internal temperature and current overload protection.

e. High and low pressure cutouts, oil pressure cutout.

f. Anti-recycle timer, non-recycling pumpdown.

3. Condenser section:

a. Copper tube, aluminum fin coil, sub-cooling circuit, accumulator, 425 psig leak test, guard.

b. Vertical discharge, direct-drive fanes, statically and dynamically balanced, permanently lubricated ball bearings, integral thermal overload protection.

c. Low ambient head pressure control.

C. Electrical components:

1. Motors, motor controllers, contactors, switches, relays and transformers.

2. Short circuit and overload protection.

3. Disconnect switch, convenience outlet.

D. Operating control:

1. Building management system compatible via room temperature sensor.

2. Digital display, appropriate set point range, adjustable sensitivity (2F, minimum), guard as noted, “Cool-Off” switch, fan “Auto-On” switch.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Electrical wiring:

1. Furnish and install all wiring necessary to accommodate associated operating and/or safety control.

2. Wiring shall be installed in dedicated electrical metallic tubing with set-screw and compression type couplings and connectors for interior dry locations and interior wet locations or exterior locations, respectively.

3.02 FIELD CHECKING START-UP

A. Unit field checking, testing and start-up shall be performed by the manufacturer’s authorized representative, with a copy of the results (in report form) submitted to the Engineer.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15560

INSULATION

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete insulation systems in accordance with the parameters shown on the drawings and herein specified, including the re-insulation of all equipment and/or distribution systems (piping and air) that are shown or noted to be relocated or modified and wherever “tie-ins” (new work to existing) require the removal of existing insulation.

B. Systems shall include (unless specifically excepted as herein specified or shown and/or noted on the drawings) all associated components (pipe, fittings, valves, pumps, air separators, heat exchangers, expansion tanks, storage tanks, ductwork, fittings, plenums, equipment, accessories, etc.).

1.02 DEFINITION OF TERMS

A. Finished areas:

1. Those areas intended for habitation or occupancy where rough surfaces are plastered, paneled or otherwise finished.

B. Unfinished areas:

1. Those areas intended for use as storage or work areas where rough surfaces are not plastered, paneled or otherwise finished (e.g. unexcavated spaces, attic spaces, crawl spaces, certain storage rooms, equipment rooms, tunnels, etc.).

C. Concealed spaces:

1. Those spaces between suspended ceiling and floor above or roof construction, between double walls or furred-in spaces.

D. Exposed:

1. “Open to view”.

1.03 FIRE HAZARD CLASSIFICATION

A. Insulation systems, unless otherwise specified herein, shall have Fire Hazard Classification not to exceed Flame Spread 25 and Smoke Developed 50 when tested in accordance with ASTM Specification E-84. (Evidence of classification shall be an Underwriters Laboratories label or listing.)

1.04 ENGINEER’S INSPECTION

A. The Engineer, at his/her discretion, in the presence of the Contractor’s authorized representative, may take samples of installed insulation for the purpose of checking materials and/or method of application, after which, the Contractor shall patch the sample areas.

1.05 LABELS

A. Each insulation and accessory component shall bear the manufacturer’s label of description.

1.06 SUBMITTALS

A. Unless otherwise specified, submit the following for approval:

1. A description of the type of insulation and all accessories (jackets, wiring, banding, fastening devices, adhesives, coatings, mastics, sealing tape, etc.) proposed for each type of service, including the manufacturer’s product literature.

2. Samples of insulation and/or accessories as requested.

3. A SIGNED AFFIDAVIT (attached) attesting to strict compliance with the installation requirements hereinafter described.

PART 2 – PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Fibrous glass, 2-piece, preformed (molded) fitting, flange and valve body insulation

B. Adhesives, coatings and mastics

C. Removable/replaceable insulation pads

2.02 DESCRIPTION

A. Fibrous glass insulation:

1. Density:

a. Pipe insulation, 4.0 lbm/cu ft.

a. Pipe fitting and valve body insulation, 4-5 lbm/cu ft.

b. Board insulation, concealed application 3 lbm/cu ft.

c. Board insulation, exposed application 6 lbm/cu ft.

d. Blanket insulation, 1 lbm/cu ft.

2. Thermal conductivity:

a. Pipe, block, board and fitting insulation, 0.26 Btu/hr/sq ft/F/in at 75F.

b. Blanket insulation, 0.28 Btu/hr/sq ft/F/in at 75F.

3. Moisture absorption:

a. 0.2% by volume after 96 hours at 120F and 95% rh.

4. Capillarity:

a. Negligible after 24 hours.

5. Shrinkage or expansion:

a. Fully cured to insure negligible dimensional changes when tested in accordance with ASTM Specification C-312.

B. Flexible foamed plastic insulation:

1. Density:

a. 4.5 to 8.5 lbm/cu ft when tested in accordance with ASTM Specification D-1622.

2. Thermal conductivity:

a. 0.28 Btu/hr/sq ft/F/in at 75F when tested in accordance with ASTM Specification C-177.

3. Water vapor transmission:

a. 0.1 perm inches when tested in accordance with ASTM Specification C-355 (wet cup).

4. Operating temperature range:

a. 0 to 200F.

5. Fire hazard classification:

a. Flame Spread 25, Smoke Developed 150 when tested in accordance with ASTM Specification E-84.

6. Thermal stability:

a. 7.0% shrinkage during 7 days at 200F when tested in accordance with ASTM Specification C-548.

C. Insulation jackets:

1. Class 1 jacket:

a. Heavy duty, embossed, white Kraft paper, puncture resistance of 50 breach units, bonded to heavy duty aluminum foil (reinforced with glass fiber yarn), water vapor permeance of 0.02 perms.

2. Class 2 jacket:

a. Heavy duty aluminum foil (reinforced with glass fiber yarn), puncture resistance of 25 breach units, bonded to heavy duty Kraft paper, water vapor permeance of 0.02 perms.

3. Class 3 jacket:

a. Best quality canvas, 6 ounces per square yard, 4 ounces per square yard for fittings 2 inches and smaller.

4. Class 4 jacket:

a. High impact resistance, 0.028 inch thick, rigid, ULTRA-VIOLET RESISTANT, polyvinyl chloride, factory cut, preset curl, 1-1/2 inch overlap.

5. Pre-molded polyvinyl chloride jackets:

a. One piece, seamless, high impact type, puncture resistance of 200 breach units.

D. Wiring, banding and fastening devices:

1. Wire:

a. No. 16 gauge, copper clad or galvanized, annealed, steel wire (unless otherwise specified).

2. Wire mesh:

a. Woven, galvanized, (galvanized after weaving) No. 20 gauge steel wire, nominal 1 inch hexagonal openings.

3. Banding (foil encapsulated ceramic fiber, kitchen exhaust insulation):

a. 3/4 inch wide, 0.015 inch thick, 304 stainless steel.

4. Duct insulation fasteners:

a. Adhesive secured type, installed in accordance with all necessary provisions to avoid damaging the ductwork, capable of supporting an axial load of 40 lbs, sized in accordance with the thickness of the associated insulation, metal speed washer designed to secure the insulation firmly in place without excessive compression.

b. Stop clips and spotter pins.

E. Adhesives, coatings and mastics:

1. Lagging adhesive/coating:

a. White, fire resistive, abrasion resistant indoor coating designed for uses as lagging and lap adhesive for canvas/glass lagging cloth.

2. Vapor barrier coating:

a. Solvent-based, flexible, fire resistant vapor barrier finish designed for use on rigid thermal insulation.

3. Vapor barrier mastic:

a. Solvent-based, flexible, low-odor, rife resistant, high solids, indoor/outdoor vapor barrier finish designed for use on rigid thermal insulation.

F. Pressure sensitive sealing tapes:

1. Serving Class 1 jacketed systems:

a. Same material as associated jacketing.

2. Serving Class 2 jacketed systems:

a. 2 mil, smooth aluminum foil.

3. Serving foil encapsulated ceramic fiber (kitchen hood exhaust) insulation:

a. High performance filament.

G. Removable/replaceable insulation pads:

1. Insulation:

a. Needled fibrous glass.

2. Jacket:

a. Silicone impregnated fibrous glass cloth, 17 ounces per square yard.

b. Stainless steel lacing anchors and wire.

PART 3 – EXECUTION

3.01 INSTALLATION, GENERAL

A. Installation shall be exemplary, EXECUTED IN A FIRST-CLASS MANNER BY SKILLED WORKERS NORMALLY ENGAGED IN INSULATION WORK.

B. Insulation shall be applied to clean, dry surfaces after the associated distribution systems and equipment have been leak-tested, approved and accepted and shall be continuous through sleeves, wall and ceiling openings, etc.

C. Vapor barrier jacketing shall be applied with a continuous unbroken vapor seal, including points of penetration (anchors, gauges, hangers, sensors, supports, thermometers, etc.).

D. Adhesives, coatings and mastics shall be compatible with the materials to which they are applied and shall not soften, corrode or otherwise attack said materials whether dry or wet.

E. Hangers, supports and appurtenances shall be installed in their permanent location before insulation is applied and shall be restored to their original position if displacement is necessary to ensure proper insulation installation.

F. Angle bracing, reinforcing, etc. of concealed ductwork to be insulated shall be bent back upon itself or have all 90 degree projections trimmed off to minimize the probability of puncturing the insulation.

G. Flexible vibration eliminators serving piping systems distributing liquid and gasses below ambient shall be insulated with flexible foamed plastic insulation with circumferential and longitudinal (as applicable) butt joints adhesive sealed.

3.02 INSTALLATION, SPECIFIC

A. Jacketing installation:

1. Class 1 jacketing:

a. Piping systems:

1) Jacketing shall be factory applied complete with pressure sensitive longitudinal sealing lap (1-1/2 inch width).

2) Circumferential joints shall be sealed with pressure sensitive sealing tape (3 inch width).

3) Longitudinal sealing laps and sealing tape shall be neatly pressed into place (with seams turned “away from view”) and stapled (complete with vapor barrier coating for systems operating below ambient).

b. Ductwork systems:

1) Jacketing shall be factory applied.

2) Joints shall be sealed with pressure sensitive sealing tape (3 inch width for plane joints, 5 inch width for angle joints).

3) Sealing tape shall be neatly pressed into place and stapled (complete with vapor barrier coating for systems operating below ambient).

1. Class 2 jacketing (ductwork systems):

a. Jacketing shall be factory applied.

b. Joints shall be sealed with pressure sensitive sealing tape (3 inch width for plane joints, 5 inch width for angle joints).

2. Class 3 jacketing:

a. Jacketing shall be neatly sized with lagging adhesive/coating.

b. Additionally, jacketing serving systems operating below ambient shall be complete with vapor barrier coating finish.

c. Jacketing shall be applied with a minimum of circumferential seams and with longitudinal seams turned “away from view”.

d. Jacketing shall be applied to fittings, flanges and valves using template patterns.

3. Class 4 jacketing:

a. Jacketing shall be neatly cemented in place using weld adhesive with longitudinal seams turned “away from view”.

b. Voids shall be neatly sealed with silicone caulking.

B. Insulation installation for PIPING systems:

1. Piping insulation (fibrous glass):

a. Exposed ends for systems operating below and above ambient shall be neatly sealed with vapor barrier coating and lagging adhesive/coating, respectively.

2. Piping insulation (flexible foamed plastic):

a. Insulation shall be the un-slit type whenever feasible (slipped on the piping prior to pipe installation), or the slit type whenever the un-slit type is not feasible, with circumferential and longitudinal joints adhesive sealed.

b. Exposed ends of the insulation shall be adhesive sealed (to the piping) to provide a neat finished appearance and prevent moisture infiltration.

3. Fitting, flange and valve insulation (fibrous glass):

a. Insulation shall be the 2-piece, pre-formed (molded) type of the same material and thickness as the adjoining insulation.

b. Insulation applied to valves shall extend up to and include bonnets without interfering with packing glands.

c. Insulation shall be secured in place with No. 14 gauge copper wire with ends turned down into the insulation.

d. Insulation shall butt neatly and firmly against fittings, flanges and valves.

e. Finish:

1) Fibrous glass insulation systems operating ABOVE ambient which are CONCEALED:

a) Insulation shall be covered with pre-molded polyvinyl chloride jacketing.

b) Circumferential joints shall be sealed with pressure sensitive sealing tape (3 inch width).

2) Fibrous glass insulation systems operating BELOW ambient which are EXPOSED or CONCEALED and ABOVE ambient which are EXPOSED:

a) Insulation surfaces shall be smoothed out by applying a leveling coat of insulating cement completely covering wiring.

b) After the insulating cement has THOROUGHLY dried, 2 layers of white, open weave, glass cloth with not less than 10 threads per inch in both directions (lapped on itself and the adjoining insulation a minimum of 2 inches) shall be neatly bedded with lagging adhesive coating and vapor barrier mastic for systems operating above and below ambient, respectively.

c) Finally, the installation shall be completed by applying Class 3 or Class 4 jacketing as scheduled.

4. Fitting, flange and valve insulation (flexible foamed plastic):

a. Insulation shall be the same material and thickness as the adjoining insulation.

b. Adhesive shall be the type recommended by the insulation manufacturer.

c. Insulation seams and joints shall be adhesive sealed.

d. Insulation for SWEAT AND BRAZED FITTINGS shall be miter-cut pieces of pipe insulation.

e. Insulation for SCREWED AND WELDED FITTINGS shall be sleeved type covers fabricated from miter-cut pieces of pipe insulation, except screwed fittings 2 inches and larger which may be cut from flexible foamed plastic sheets using template patterns.

f. Insulation for VALVES shall be sleeved type covers fabricated from miter-cut pieces of pipe insulation, except large valves which shall be insulated with covers cut from flexible foamed plastic sheets using template patterns.

C. Insulation installation for EQUIPMENT distributing or storing liquids and gasses at temperatures ABOVE ambient:

1. General requirements:

a. Insulation applied to vertical surfaces shall be complete with properly installed supports 12 feet on center.

b. Insulation supports, stiffeners and other metal protrusions in direct contact with the insulated equipment shall be covered with insulation of the type and thickness equal to that specified for the associated equipment.

c. Equipment manholes, handholes, access plates, ASME stamp, nameplate, etc. shall not be insulated with the adjacent insulation neatly beveled.

2. Specific requirements:

a. Curved and irregular surfaces (fibrous glass):

1) Insulation shall be beveled or scored to suit the equipment contours; voids shall be filled and butting edges shall be sealed with insulating cement.

2) Insulation shall be secured in place with No. 14 gauge copper wire (6 inches on center) or galvanized steel bands (10 inches on center).

3) Finish:

d) Insulation surfaces shall be smoothed out by applying a leveling coat of insulating cement to completely cover wiring and/or banding.

e) After the insulating cement has THOROUGHLY dried, a layer of white, open weave, glass cloth with not less than 10 threads per inch in both directions shall be neatly sized with lagging adhesive/coating.

f) Finally, the installation shall be completed by applying Class 3 jacketing.

b. Flat surfaces (fibrous glass):

1) Installation shall be as specified for curved and irregular surfaces, except that the insulation shall be secured to metal surfaces with duct insulation fasteners spaced 12 inches on center, both directions.

D. Piping systems or portions thereof and equipment NOT requiring insulation (unless otherwise scheduled and/or specified):

1. Unheated fuel oil piping systems.

2. Actual heat transfer surfaces.

3. Hydronic accessories, including flexible connectors, suction diffusers, expansion tanks (including the associated air line piping) and flow meters serving systems operating ABOVE ambient.

4. Hot water and fuel oil pumps.

5. Condensate return pumps and receivers.

6. Steam traps and the associated cooling legs.

7. Pressure reducing valves and the associated pilot lines.

8. Safety and relief valves.

9. Discharge piping from safety and relief valves.

10. Flash tanks.

11. Vent piping to atmosphere from flash and condensate tanks.

12. Blow-down and drain piping.

13. Factory insulated equipment.

END OF SECTION

ATTACHMENT: Installation compliance sheet

HVAC INSULATION SYSTEMS INSTALLATION

INSTALLATION, GENERAL

H. Installation will be exemplary, EXECUTED IN A FIRST-CLASS MANNER BY SKILLED WORKERS NORMALLY ENGAGED IN INSULATION WORK.

I. Insulation will be applied to clean, dry surfaces after the associated distribution systems and equipment have been leak-tested, approved and accepted and will be continuous through sleeves, wall and ceiling openings, etc.

J. Vapor barrier jacketing will be applied with a continuous unbroken vapor seal, including points of penetration (anchors, gauges, hangers, sensors, supports, thermometers, etc.).

K. Adhesives, coatings and mastics will be compatible with the materials to which they are applied and shall not soften, corrode or otherwise attack said materials whether dry or wet.

L. Hangers, supports and appurtenances will be installed in their permanent location before insulation is applied and will be restored to their original position if displacement is necessary to ensure proper insulation installation.

M. Angle bracing, reinforcing, etc. of concealed ductwork to be insulated will be bent back upon itself or have all 90 degree projections trimmed off to minimize the probability of puncturing the insulation.

N. Flexible vibration eliminators serving piping systems distributing liquid and gasses below ambient will be insulated with flexible foamed plastic insulation with circumferential and longitudinal (as applicable) butt joints adhesive sealed.

INSTALLATION, SPECIFIC

E. Jacketing installation:

1. Class 1 jacketing:

b. Piping systems:

1) Jacketing will be factory applied complete with pressure sensitive longitudinal sealing lap (1-1/2 inch width).

2) Circumferential joints will be sealed with pressure sensitive sealing tape (3 inch width).

3) Longitudinal sealing laps and sealing tape will be neatly pressed into place (with seams turned “away from view”) and stapled (complete with vapor barrier coating for systems operating below ambient).

c. Ductwork systems:

2) Jacketing will be factory applied.

3) Joints will be sealed with pressure sensitive sealing tape (3 inch width for plane joints, 5 inch width for angle joints).

4) Sealing tape will be neatly pressed into place and stapled (complete with vapor barrier coating for systems operating below ambient).

1. Class 2 jacketing (ductwork systems):

a. Jacketing will be factory applied.

b. Joints will be sealed with pressure sensitive sealing tape (3 inch width for plane joints, 5 inch width for angle joints).

2. Class 3 jacketing:

e. Jacketing will be neatly sized with lagging adhesive/coating.

f. Additionally, jacketing serving systems operating below ambient will be complete with vapor barrier coating finish.

g. Jacketing will be applied with a minimum of circumferential seams and with longitudinal seams turned “away from view”.

h. Jacketing will be applied to fittings, flanges and valves using template patterns.

3. Class 4 jacketing:

a. Jacketing will be neatly cemented in place using weld adhesive with longitudinal seams turned “away from view”.

b. Voids will be neatly sealed with silicone caulking.

F. Insulation installation for PIPING systems:

1. Piping insulation (fibrous glass):

b. Exposed ends for systems operating below and above ambient will be neatly sealed with vapor barrier coating and lagging adhesive/coating, respectively.

2. Piping insulation (flexible foamed plastic):

a. Insulation will be the un-slit type whenever feasible (slipped on the piping prior to pipe installation), or the slit type whenever the un-slit type is not feasible, with circumferential and longitudinal joints adhesive sealed.

b. Exposed ends of the insulation will be adhesive sealed (to the piping) to provide a neat finished appearance and prevent moisture infiltration.

3. Fitting, flange and valve insulation (fibrous glass):

f. Insulation will be the 2-piece, pre-formed (molded) type of the same material and thickness as the adjoining insulation.

g. Insulation applied to valves shall extend up to and include bonnets without interfering with packing glands.

h. Insulation will be secured in place with No. 14 gauge copper wire with ends turned down into the insulation.

i. Insulation shall butt neatly and firmly against fittings, flanges and valves.

j. Finish:

1) Fibrous glass insulation systems operating ABOVE ambient which are CONCEALED:

a) Insulation will be covered with pre-molded polyvinyl chloride jacketing.

b) Circumferential joints will be sealed with pressure sensitive sealing tape (3 inch width).

2) Fibrous glass insulation systems operating BELOW ambient which are EXPOSED or CONCEALED and ABOVE ambient which are EXPOSED:

a) Insulation surfaces will be smoothed out by applying a leveling coat of insulating cement completely covering wiring.

b) After the insulating cement has THOROUGHLY dried, 2 layers of white, open weave, glass cloth with not less than 10 threads per inch in both directions (lapped on itself and the adjoining insulation a minimum of 2 inches) will be neatly bedded with lagging adhesive coating and vapor barrier mastic for systems operating above and below ambient, respectively.

c) Finally, the installation will be completed by applying Class 3 or Class 4 jacketing as scheduled.

4. Fitting, flange and valve insulation (flexible foamed plastic):

g. Insulation will be the same material and thickness as the adjoining insulation.

h. Adhesive will be the type recommended by the insulation manufacturer.

i. Insulation seams and joints will be adhesive sealed.

j. Insulation for SWEAT AND BRAZED FITTINGS will be miter-cut pieces of pipe insulation.

k. Insulation for SCREWED AND WELDED FITTINGS will be sleeved type covers fabricated from miter-cut pieces of pipe insulation, except screwed fittings 2 inches and larger which may be cut from flexible foamed plastic sheets using template patterns.

l. Insulation for VALVES will be sleeved type covers fabricated from miter-cut pieces of pipe insulation, except large valves which will be insulated with covers cut from flexible foamed plastic sheets using template patterns.

G. Insulation installation for EQUIPMENT distributing or storing liquids and gasses at temperatures ABOVE ambient:

1. General requirements:

a. Insulation applied to vertical surfaces will be complete with properly installed supports 12 feet on center.

b. Insulation supports, stiffeners and other metal protrusions in direct contact with the insulated equipment will be covered with insulation of the type and thickness equal to that specified for the associated equipment.

c. Equipment manholes, handholes, access plates, ASME stamp, nameplate, etc. shall not be insulated with the adjacent insulation neatly beveled.

2. Specific requirements:

a. Curved and irregular surfaces (fibrous glass):

1) Insulation will be beveled or scored to suit the equipment contours; voids will be filled and butting edges will be sealed with insulating cement.

2) Insulation will be secured in place with No. 14 gauge copper wire (6 inches on center) or galvanized steel bands (10 inches on center).

3) Finish:

d) Insulation surfaces will be smoothed out by applying a leveling coat of insulating cement to completely cover wiring and/or banding.

e) After the insulating cement has THOROUGHLY dried, a layer of white, open weave, glass cloth with not less than 10 threads per inch in both directions will be neatly sized with lagging adhesive/coating.

f) Finally, the installation will be completed by applying Class 3 jacketing.

c. Flat surfaces (fibrous glass):

1) Installation will be as specified for curved and irregular surfaces, except that the insulation will be secured to metal surfaces with duct insulation fasteners spaced 12 inches on center, both directions.

_____________________________________________________________

CONTRACTOR:

____________________________________ ______________________

BY: DATE:

VA, Repair Rome CBOC Mechanical Systems

TE Project #3351

VA Project #528A7-11-724

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 15570

AUTOMATIC TEMPERATURE CONTROLS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install complete automatic temperature control systems as shown on the drawings and herein specified.

B. System shall be the distributed-processing, direct digital control (DDC) type; compatible for networking with the Owner’s existing single point programming and information sharing building management system (BMS); CAPABLE OF MULTI-SITE INTERFACE VIA PASSWORD SECURED INTERNET, OWNER NETWORK AND TELEPHONE MODEM ACCESS; complete with programmable control modules, software, valves, actuators, sensors, ancillary controllers, relays, switches, start-up service and all necessary accessories required to accomplish the sequences herein specified.

C. PROVIDE ON-SITE TECHNICAL ASSISTANCE AS REQUESTED DURING TESTING AND BALANCING.

1.02 SUBMITTALS

A. ALL REFERENCES TO EQUIPMENT, CONTROLLERS, CONTROLLED DEVICES, ETC. SHALL MATCH EXACTLY THE TITLES AND ALPHANUMERIC DESIGNATIONS SHOWN IN THE BIDDING DOCUMENTS.

B. THE SEQUENCES OF OPERATION (EXCEPT FOR THE INSERTION OF REFERENCES TO SPECIFIC DEVICES) SHALL MATCH PRECISELY THE VERNACULAR OF THIS SPECIFICATION; UPON REQUEST, THE ENGINEER WILL PROVIDE DIGITAL FILES.

C. THE SYSTEMS SCHEMATICS CONFIGURATION SHALL MATCH EXACTLY THOSE SHOWN IN THE BIDDING DOCUMENTS; UPON REQUEST, THE ENGINEER WILL PROVIDE DIGITAL FILES.

D. The SYSTEMS GRAPHICS SHALL MATCH EXACTLY those shown on the Bidding Documents and shall be included as a designated part of the submittal in electronic format; upon request, the Engineer will provide digital files.

1.03 GUARANTEE

A. The system shall be guaranteed to be free from defects in materials and workmanship for a period of 2 years from the date of final acceptance by the Owner, during which time all above mentioned defects shall be corrected and all services incidental to proper performance shall be provided free of charge.

1.04 START-UP

A. System start-up shall include the provision of initial programming, setting, testing and checking and all subsequent programming modifications and adjustments required to insure proper operation.

B. Seasonal related influences for heating and cooling shall be appropriately phased.

1.05 INSTRUCTIONS

A. Instructions for system operation (as required and/or requested throughout the guarantee period by the Owner’s authorized representative) shall consist of 2, 4-hour sessions requiring written acknowledgement (refer to “Owner Instruction Log”, attached).

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Programmable control modules (PCM):

1. General:

a. Stand-alone, microprocessor based.

b. Modular (allowing point expansion).

c. Direct digital control (DDC) algorithms (2-position, incremental, proportional, proportional plus integral, proportional plus integral plus derivative) programmed in a fashion properly complementary with the sequences herein specified.

d. Field programmable (local or from master station).

2. Input:

a. Analog:

1) 12 bit resolution, common sensing device(s) compatible.

b. Binary:

1) Supervised, common sensing device(s) compatible.

3. Output:

a. Analog:

1) 0 to 10 VDC or 4 to 20 milliamperes.

2) Designated (individual) for each controlled device.

b. Binary:

1) Continuous low voltage signal, normally open or normally closed, 3-position manual override (“On/Off/Auto”) as required.

4. Alarms (audio and visual; local and master station annunciation):

a. Program failure.

b. Card failure.

c. Sensor failure.

d. Other (as herein specified).

5. Power loss protection:

a. Battery backup (RAM), 24 hours.

b. Automatic diagnostic resumption (prior to battery failure) following commercial power restoration.

c. Manual restoration (subsequent to battery failure) from mass storage.

6. Integral (local) display:

a. Monitored points.

b. Alarms.

7. Enclosure:

a. Steel, Underwriters Laboratories listed; key lock, piano hinged, full access door; baked enamel finish.

b. Arranged to permit timely (construction phased), internal termination of all associated wiring.

B. Master station software:

1. Anti-recycle protection:

a. Designated programmable timers (0 to 120 minutes).

2. User access:

a. Multiple level, password secured; recorded log “On”/log “Off”.

b. Prompted, menu driven, English language communication; contiguous, help key actuated, instruction display.

c. Configuration software replete.

3. Time-of-day scheduling:

a. Individually editable 8-day (7 plus holiday; 6 events per day) master schedules.

4. Features:

a. Custom control language, optimum start/stop, after hours override, run time and maintenance messages.

5. Operator interface:

a. Graphic displays:

1) Subcontractor created, dynamic, time dominion relevant, point data (descriptors, values and/or symbols).

2) ALPHANUMERICAL DESIGNATIONS (EQUIPMENT, CONTROLLERS, CONTROLLED DEVICES, ETC.) AND GRAPHICAL CONFIGURATIONS MATCHING BIDDING DOCUMENTS TERMINOLOGY AND SCHEMATICS; UPON REQUEST, THE ENGINEER WILL PROVIDE DIGITAL FILES.

3) Operator controlled (using mouse and/or function keys in conjunction with pop-up menu windows), sequential link, multiple access, manual point override, remote panel programming access (via single keystroke).

4) Alarm notification (specific, removable pop-up message windows; permanent, alarm pending message display).

5) CRT blank (subject to designated duration of non-use), automatic restoration (subject to audible alarm or keyboard use).

6) CURRENT DISPLAY (SUPERIMPOSED UPON PROPERLY CONFIGURED SCHEMATICS) OF ALL SPECIFIED MONITORING AND ALARMS.

b. User editing:

1) Prompted, fill-in-the-blank format.

6. Telephone operation:

a. Downloading and storage of templated applications programs (for remote panel use).

b. After hours alarm processing via auto-answer modem at user designated alternate location.

7. Trend log(s):

a. General:

1) Capacity to address all inputs, outputs and calculated values.

2) Retrievable in file format or graphical display.

b. Initial requirements:

1) Thermal demand:

a) HW heating system.

2) Thermal energy consumed:

a) HW heating system.

3) Electrical demand:

a) Service entrance.

4) Electrical energy consumed:

a) Service entrance.

C. Diagnostics:

1. Basic operation:

a. Self-testing; automatic storage; user notification via printer, audible tone and flashing display.

2. Troubleshooting guides:

a. Symptom/diagnosis displays (for master station, PCM’s and SFCM’s).

D. Automatic control valves:

1. General:

a. Complementary with all parameters (temperature, pressure, medium, etc.) related to the associated piping system.

b. Spring return (unless physical limitations are incompatible).

2. Steam, 2-way, proportional:

a. Globe pattern, single-seated, modified linear characteristics (unless otherwise noted or specified), renewable trim.

b. Adjustable start point and operating range as required.

3. Hydronic, 2-way, proportional:

a. Ball pattern, 2 inches and smaller; globe pattern, 2 ½ inches and larger.

b. Single-seated, equal percentage characteristics (unless otherwise noted or specified), renewable trim.

c. Adjustable start point and operating range as required.

4. Hydronic, 3-way, mixing/bypass, proportional:

a. Globe pattern, constant total flow characteristics, renewable trim, adjustable start point and operating range as required.

b. Configuration (NO, NC, C) as shown.

E. Actuators:

1. Linkage, cams, stroke, timing, torque, etc. complementary with the needs of the associated controlled device.

2. Controlled device (damper, valve) position monitoring (except units serving heating and/or cooling terminals) shall be ‘feedback’ via their associated actuator(s).

F. Sensors:

1. General:

a. Appropriate range.

b. Suitable for service in accordance with the associated medium and ambient conditions.

2. Temperature:

a. General:

1) Resistance temperature device (RTD), thermistor.

2) Performance parameters:

a) Accuracy: ± 0.10% FS.

b) Non-linearity: ± 0.10% FS.

b. Space:

1) General:

a) Location coordinated with other elements contributing to the function and aesthetics of the associated wall elevation.

b) Compatible with local and remote editing:

(1) Set point adjustment.

(2) Indication.

2) Attributes (as shown and/or noted on the drawings):

a) ADJ: Adjustable (( 2F).

b) IND: Indicating (liquid crystal display).

c) VP: Vandalproof (recessed, stainless steel cover).

c. Immersion/insertion:

1) Well, easily removable probe.

2) Weather resistant housing as required.

3. Humidity:

a. General:

1) Resistance bulk polymer.

2) Zero and span potentiometers.

b. Performance parameters:

1) Accuracy: ± 2.0% (20% rh to 95% rh).

4. Pressure:

a. General:

1) Capacitance type.

2) Thermal coefficient matched components, temperature compensated.

b. Gases:

1) Stainless steel diaphragm, insulated stainless steel electrode.

2) Performance parameters:

a) Accuracy: ± 1.0% FS.

b) Non-linearity: ± 1.0% FS.

c) Hysteresis: 0.10% FS.

d) Non-repeatability: 0.05% FS.

c. Liquids:

1) Stainless steel components, elastomer seals.

2) 3-valve manifold assembly, bleed ports.

3) Performance parameters:

a) Accuracy: ± 0.25% FS.

b) Non-linearity: ± 0.20% FS.

c) Hysteresis: 0.10% FS.

d) Non-repeatability: 0.05% FS.

5. Hydronic flowrate:

a. General:

1) Insertion type, non-magnetic impeller.

2) Programmable pulse transmitter.

b. Performance parameters:

1) Accuracy: ( 1.0% FS.

2) Non-linearity: ( 0.20% FS.

3) Repeatability: ( 0.30% FS.

4) Rangeability: 30:1.

5) Flowrate: 0.5 FPS to 30 FPS.

6) Working pressure: 200 psig.

7) Working temperature: 220F.

G. Water leak detection:

1. Isolated dry contacts.

2. Building management system compatible.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Electrical wiring:

1. Wiring required to accomplish the temperature control sequences herein specified shall be the responsibility of this Contractor and installed in strict accordance with the National Electrical Code.

2. Power wiring required to energize the control systems shall be the responsibility of this Contractor and executed by the Electrical Contractor.

3. Wiring associated with DDC components shall be twisted, low voltage, shielded (as required), plenum cable.

4. Exposed wiring shall be installed in DEDICATED electrical metallic tubing with set-screw and compression type couplings and connectors for interior dry locations and interior wet locations or exterior locations, respectively.

5. Provide conduit labels (located to ensure continuous systems recognition) and identification at wiring terminations).

B. REMOVE ALL EXTRANEOUS PORTIONS OF EXISTING CONTROL SYSTEMS THAT ARE UNNECESSARY TO COMPLEMENT THE PROPOSED RETROFIT.

3.02 SEQUENCES

A. System Control, General:

1. The fundamental objective of the control sequences is to provide system control of reasonable complexity that minimizes energy consumption while meeting the associated demands.

2. Unless otherwise specified and/or noted, all temperatures shall be considered as dry bulb graduations.

3. Software formulated optimization relative to systems and/or systems components operation shall be manifested by appropriately developed algorithms considering pertinent variables and associated trend logs.

4. Time-of-day scheduling shall automatically (with manual over-ride) select the system cycles (occupied, unoccupied) of operation.

5. The building systems may be subdivided as follows:

a. Heating plant.

b. Ancillary monitoring and alarms.

B. Heating Plant Control:

1. General:

a. System shall provide seasonal heating, tempered ventilation and reheat.

b. System operation via boiler/burners shall be determined by software formulated optimization.

c. System operation via steam plant shall be manually determined by authorized facility personnel.

2. System pumps control:

a. Hot Water generation (P-HWG-1, P-HWG-2):

1) Units shall operate conjunctively with a programmed “lead-lag”/equal run time arrangement.

2) The lead unit shall operate continuously.

3) Should the lead unit fail, a current sensing arrangement shall energize the lag unit.

4) Should the lead unit’s associated boiler/burner fail, a current sensing arrangement shall energize and de-energize the lag and lead units, respectively.

b. Hot Water distribution (P-HWD-1, P-HWD-2):

1) Units shall operate conjunctively with a programmed “lead-lag”/equal run time arrangement.

2) The lead unit shall operate continuously.

3) Should the lead unit fail, a current sensing arrangement shall energize the lag unit.

4) As the required capacity of terminal heat transfer surfaces varies and the associated 2-way control valves modulate accordingly, a PCM, in combination with a differential pressure sensing arrangement indicated on the drawings, shall vary the associated unit speed via an adjustable frequency controller to maintain its empirically determined set point.

3. System temperature control:

a. With steam plant NOT operational:

1) A PCM in combination with temperature sensors located in the distribution pumps discharge piping and ambient outside air shall modulate the respective boiler/burner to maintain its set point, which shall be reset in accordance with the following:

a) 160F HWS at –10F (or less) OA.

b) 120F HWS at 60F (or greater) OA.

b. With steam plant operational:

1) A PCM, in combination with temperature sensors located in the HW distribution pumps discharge piping and ambient outside air, shall modulate the normally closed control valves serving the associated heat exchanger in sequence (1/3 / 2/3) to maintain its set point, which shall be reset in accordance with the following:

a) 160F HWS at –10F (or less) OA.

b) 140F HWS at 60F (or greater) OA.

4. Monitoring:

a. Generation pumps/boiler/burners lead/lag designation.

b. Distribution pumps lead/lag designation.

c. Condensate pumps lead/lag designation.

d. Pumps status.

e. Boiler/burners status.

f. Ambient outside air temperature.

g. Generation HWS temperature.

h. Generation HWR temperature.

i. Distribution HWS temperature.

j. Distribution HWR temperature.

k. Steam header pressure.

l. Steam flowrate.

m. Heat exchangers valves position.

n. Percent modulation, each boiler burner..

5. Alarms:

a. Equipment failure:

1) Boiler/burners.

2) Pumps.

b. Low distribution HWS temperature.

c. Low steam header pressure.

C. Ancillary monitoring and alarms.

1. Fuel oil storage:

a. Monitoring:

1) Pump status.

2) Fuel level.

b. Alarms:

1) Pump failure.

2) Low fuel level.

2. Steam service:

a. Monitoring:

1) Steam pressure.

b. Alarms:

1) Low steam pressure.

END OF SECTION

SECTION 15590

GAUGES, THERMOMETERS AND

TEMPORARY PRESSURE/TEMPERATURE WELLS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install gauges, thermometers and temporary pressure/temperature wells in accordance with the locations shown on the drawings.

B. Units shall operate within the middle third of a range selected to suit the measured medium under normal operating conditions.

C. Units measuring mediums subject to quickly changing pressures shall be complete with dampening device at the inlet.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Pressure gauges:

1. Phospher bronze internals, ± 1% accuracy.

2. White face, black embossed figures, adjustable black pointer, safety glass window.

3. 1/4 inch NPT bottom inlet, gauge cock, over/under stop, snubber.

B. Thermometers:

1. Linear scale:

a. Adjustable, ± 1% accuracy.

b. White face, black embossed figures, organic liquid filled tube, safety glass window.

c. 3/4 inch NPT separable socket, back inlet, stem, thermowell (33% pipe penetration).

C. Temporary pressure/temperature well:

1. Brass body and cap with retaining strap.

2. 1/4 inch elastomer, or neoprene core; 45F to 275F, 400 psig.

3. Spare gauges (2) and thermometers (4).

PART 3 – EXECUTION

3.01 INSTALLATION

A. Unit locations shown on the drawings are indicative of the approximate point where measurement is required.

B. Actual locations must permit easily accessible reading and prevent error due to the relative location of other system components (e.g., pressure gauges shall be located 5 pipe diameters downstream from fittings and valves; avoid locating thermometers where nearby mediums of temperatures, other than that being measured, may affect reading, etc.).

C. Install gauges and thermometers after construction is substantially complete; thereafter calibrate, clean and adjust viewing angle.

D. Temporary pressure/temperature well probes shall be carefully inserted and promptly removed.

END OF SECTION

SECTION 15591

IDENTIFICATION - MECHANICAL

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install identification for equipment, ductwork, piping and valves.

B. Identification shall include labels, stenciling, concealed location indicators and warning tape.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Labels:

1. Equipment:

a. Standard, phenolic, engraved nameplates.

b. Appropriately sized lettering:

1) Large equipment:

a) 3/4 inch high by 1/2 inch.

2) Small equipment:

a) 3/8 inch high by 1/4 inch.

2. Piping:

a. General:

1) Concealed and exposed outside equipment rooms:

a) 25 foot intervals.

2) Equipment rooms:

a) 15 foot intervals.

b) Near equipment connections.

b. 2 inches and smaller:

1) Semi-rigid plastic with pre-set curl (designed to “snap-on” with substantial overlap), sized and color-coded in accordance with ANSI Standard A 13.1, complete with pipe size and directional flow arrows.

c. 2 ½ inches and larger:

1) Neatly stenciled (with appropriately sized lettering indicating pipe size, and directional flow arrows).

B. Concealed location indicators:

1. Equipment:

a. 1/4 inch text (appropriate alphanumerical designation) secured to suspended ceiling system grid or respective access door.

b. Positioned to indicate filter access.

2. Valves:

a. 1/2 inch diameter, pressure-sensitive adhesive spot markers.

b. Color coded:

1) Steam and steam condensate (ORANGE).

2) Heating hot water (PURPLE).

C. Warning tape (underground utilities):

1. 3.5 mils thick, 6 inch wide, appropriate APWA color code, heavy duty polyethylene.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Equipment labels (using the precise alphanumerical designation shown on the drawings) shall be securely mounted (in a conspicuous position) with appropriate fasteners and shall be applied to ALL equipment.

B. Piping and ductwork labels/stencils shall be located to ensure continuous systems identity; visible from below or side for concealed systems and exposed systems outside finished spaces, from top for exposed systems within finished spaces.

C. Valve location indicators shall be adhered to the suspended ceiling system grids and/or access doors at all main, branch main and branch piping valve locations.

END OF SECTION

SECTION 15594

MOTORS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install motors in accordance with the parameters shown on the drawings and herein specified.

B. Units shall be designed and constructed in accordance with guidelines set forth in the NEMA Standards.

C. Units shall be Underwriters Laboratories listed, New York State Energy Conservation Construction Code compatible.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Unit characteristics (starting torque, full-load torque, breakdown torque) shall properly match the respective driven machine demands.

B. Unless otherwise noted or specified (refer to equipment/motor-wiring-contactor/motor starter-disconnect schedule and specific equipment specification sections) units shall be the squirrel cage induction type and conform with the following:

1. Enclosure:

a. Open, drip-proof.

2. Bearings:

a. Extended life design, compatible with driven machine implied radial and thrust loads.

3. Insulation:

a. Class B (130C).

C. Single phase units:

1. Low starting torque (direct driven fans):

a. Permanent split capacitor.

2. Intermediate starting torque (belt driven fans, centrifugal pumps):

a. Split phase (split phase start, induction run).

3. High starting torque (compressors, positive displacement pumps):

a. Capacitor start, capacitor run.

4. Premium efficiency.

D. Polyphase units:

1. Adjustable frequency controller (inverter) compatible in accordance with NEMA Specification MG-1, Part 31.

2. Premium efficiency.

E. Mounting arrangement:

1. Compatible with driven machines (solid, resilient, flanged, lug, etc.)

PART 3 – EXECUTION

3.01 INSTALLATION

A. Mount units (position, angle, etc.) relative to enclosure definition.

B. Properly align (direct driven arrangements and belt driven pulleys) and adjust belt tension.

END OF SECTION

SECTION 15595

MOTOR STARTERS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install motor starters in accordance with the parameters shown on the drawings and herein specified.

B. Units shall be constructed and sized in accordance with the guidelines set forth in the NEMA standards; Underwriters Laboratories listed, factory assembled and wired ancillary components.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Manual (fractional horsepower):

1. Enclosure:

a. NEMA 1 (unless otherwise noted).

2. Mechanism:

a. Operator:

1) Toggle (unless otherwise noted) lockable, (“On” – “Off”) indication.

b. Action:

1) Quick-make, quick-break.

c. Contacts:

1) Double break, silver alloy.

3. Overload protection:

a. Melting alloy type thermal overload relay(s), interchangeable thermal unit (starter inoperative without thermal unit).

B. Magnetic (across-the-line, non-reversing):

1. Enclosure:

a. NEMA 1 (unless otherwise noted).

2. Coil:

a. Replaceable (without removing starter), molded construction, mechanical linkage, replaceable control circuit contacts.

3. Main contacts:

a. Replaceable (without removing power wiring or starter), double break, silver alloy, straight-through wiring.

4. Overload protection:

a. Interchangeable melting alloy type, thermal overload relays, replaceable contacts (each leg).

5. Disconnect switch (combination units, common enclosure):

a. Mechanism:

1) Operating handle:

a) Integral with box (not cover), lockable, color-coded (“On” – “Off”) indication.

2) Action:

a) Quick-make, quick-break, cover interlock with defeater.

b. Fuse clips:

1) Class R (dual element), positive pressure type.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Change thermal overload relays as required to ensure compatibility with installed motor characteristics.

END OF SECTION

SECTION 16010

GENERAL PROVISIONS - ELECTRICAL

PART 1 – GENERAL

1.01 RELATED PORTIONS OF THE SPECIFICATION

A. Work in this division shall be subject to the applicable portions of the bidding documents.

1.02 SCOPE OF WORK

A. Furnish and install equipment and materials required to provide complete electrical system alterations.

1.03 REQUIREMENTS

A. Systems shall conform with the applicable portions of American National Standards Institute (ANSI), Institute of Electrical and Electronics Engineers (IEEE), Insulated Power Cable Engineers Association (IPCEA), National Electrical Manufacturer’s Association (NEMA), International Electrical Testing Association (INETA) and the associated utility company standards.

B. Systems shall conform with applicable portions of the requirements set forth in the National Electrical Code (NFPA-70).

C. Components and/or systems tested by Underwriters Laboratories, or other suitable nationally recognized independent testing laboratories, shall bear the associated label, seal or stamp of conformance.

1.04 MANUFACTURER’S SAFETY DATA SHEETS (MSDS)

A. Provide a bound, indexed assembly of pertinent equipment and materials (including applicable subcontractor items).

1.05 CONNECTIONS TO UTILITIES

A. Furnish and install feeders interfacing with public and/or site utilities in accordance with the sizes and locations shown on the drawings IN STRICT COMPLIANCE WITH THE RULES AND REGULATIONS SET FORTH BY THE AUTHORITY HAVING JURISDICTION, complete with tests, final connections and appurtenances as required.

B. Connections causing interruption of service shall be performed “off-hours”, employing “premium time” labor rates as applicable.

C. The Owner will pay all related public utility charges.

1.06 CONNECTIONS TO EQUIPMENT THAT IS EXISTING AND/OR FURNISHED BY OTHERS

A. Furnish and install branch circuits serving equipment that is existing and/or furnished by others in accordance with the sizes and locations shown on the drawings, complete with final connections, including provisions for disconnects and receptacles as required.

1.07 FABRICATION DRAWINGS, MATERIAL LISTS AND EQUIPMENT SUBMITTALS

A. Prior to installation, submit fabrication drawings, material lists and equipment submittals (shop drawings) for approval in accordance with the following:

1. It is the intent of these specifications to define the requirements for fabrication drawings, material lists and equipment submittals. Questions regarding these requirements shall be directed to the Engineer prior to submission.

2. Fabrication drawings and material lists shall conform with the requirements herein specified.

3. Equipment submittals, unless otherwise specified, shall conform to the following:

a. Submittals shall be complete with the manufacturer’s product description literature. SUBMITTALS WITH INSUFFICIENT LITERATURE WILL BE DISAPPROVED.

b. Submittals shall include a complete listing associated parameters contained in the bidding documents (materials, finishes, capacities, electrical characteristics, etc.). THE ENGINEER WILL NOT TRANSFER INFORMATION FROM THE BIDDING DOCUMENTS TO THE SUBMITTALS. INCOMPLETE SUBMITTALS WILL BE DISAPPROVED.

c. Submittals shall be clearly marked to differentiate between the applicable and extraneous portions. THE ENGINEER WILL NOT MARK THE SUBMITTALS. UNMARKED SUBMITTALS WILL BE DISAPPROVED.

d. The attached Submittal Cover Sheet will be copied, filled out and attached to each item submitted.

4. Submittals (including re-submissions), prepared and transmitted in electronic format, shall be ACCOMPANIED with a hard copy COMPRISED OF ORIGINAL, PRINTED PRODUCT LITERATURE (PHOTOCOPIES ARE NOT ACCEPTABLE).

5. ADDITIONALLY, ELECTRONIC SUBMITTALS WHICH DO NOT CONFORM WITH THE ABOVE REQUIREMENTS WILL NOT BE REVIEWED, BUT RATHER DELETED WITH A CORRESPONDING TRANSMISSION: “REJECTED, NON-COMPLIANT SUBMISSION!”

6. Unless otherwise noted or herein specified, the following is required:

a. Material lists:

1) Wire and conduit.

2) Supporting systems.

3) Overcurrent protection devices.

4) Fuses.

5) Identification.

b. Equipment submittals:

1) Receptacles and switches.

2) Disconnects/safety switches.

PART 2 – PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Materials and equipment shall be in strict accordance with the parameters herein specified.

B. Material and/or equipment of the same category (e.g.: service entrance equipment, panelboards, load centers, circuit breakers, receptacles, switches, etc.) shall be of the same manufacturer; special systems which are a composite of several manufacturer’s components (e.g., fire alarm, security alarm, communication) shall be supplied and serviced by a single source of responsibility.

2.02 ACCESSORIES AND COMPONENTS

A. It is the intent of this specification that systems and equipment shall be complete with the necessary quantity of accessories and components required to insure a properly functioning installation.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Work shall be expeditiously executed in a well-planned, organized, neat, workmanship like manner.

B. Unless otherwise noted or herein specified, materials and equipment shall be installed in strict accordance with the manufacturer’s recommendations.

C. Electrical work herein specified and/or noted shall be executed in strict conformance with the National Electrical Code.

3.02 REMOVALS

A. Unless otherwise noted or herein specified, equipment and materials shown and/or specified to be removed (including related accessories and appurtenances) shall become the Contractor’s property and shall not be permitted to accumulate but shall be promptly removed from the job site.

B. The disposal of components containing asbestos and/or polychlorinate biphenyls (PCB’s) shall be in strict conformance with governing federal, state and local regulations.

C. Work shall be carefully executed to prevent the disruption of, or damage to, new work or existing work which is to remain.

3.03 CEILING PLENUM SPACE COORDINATION

A. Unless otherwise shown and/or noted, mechanical/electrical distribution systems shall generally be arranged in the following descending order:

1. Branch sprinkler piping and feeder conduits (highest).

2. Ductwork.

3. HVAC hydronic piping and plumbing piping (lowest).

B. Branch circuit conduits shall be accommodating as required.

3.04 PROTECTION

A. Materials, equipment and accessories shall be suitably covered and protected during construction.

B. Materials, equipment and accessories damaged during construction shall be replaced at no cost to the Owner.

3.05 SUPPORTS

A. Provide auxiliary steel (beams, channels, angles, formed shapes, etc.) required to properly support equipment and distribution systems.

B. Utilize galvanized components (wherever practical) or field apply 2 coats of corrosion resistant primer.

C. Seismic anchorages, restraints and equipment supports shall comply with National Uniform Seismic Installation Guidelines.

3.06 FINAL CLEANING, ELECTRICAL ROOMS

A. Remove trash and debris.

B. Thoroughly sweep (using sweeping compound) and subsequently vacuum floors.

C. Hand wash wall surfaces and equipment and remove any foreign substance (adhesive, extraneous paint, droppings, etc.).

D. Damp-mop floors.

3.07 RECORD DRAWINGS

A. Promptly record (in a neat, legible and red-color-only accentuated fashion, on a complete, designated set of bidding documents containing no other markings) significant differences reflected by the actual installation (sizes, capacities, locations and features of distribution systems and equipment).

B. Additionally, prepare appropriately scaled drawings showing conduit locations below grade and within concrete slabs.

3.08 OPERATION AND MAINTENANCE MANUAL

A. Near the completion of work, submit two bound, neatly arranged, indexed Operation and Maintenance Manuals for approval.

B. Manuals shall be contained in heavy duty, 3-ring vinyl covered loose-leaf binders (suitable sets of MANAGEABLE SIZE, like equipment and systems grouped) complete with:

1. Typewritten description of contents within a clear plastic sleeve on the spine.

2. Dividers with labeled, celluloid covered tabs.

3. Protective plastic jacket enclosures for diagnostic software.

C. Manuals shall contain:

1. Title page delineating:

a. Name of project.

b. General nature of contents.

c. Name and address of Contractor and Engineer.

d. Applicable cross-references to related volumes.

2. Table of contents listing equipment (including the associated alphanumerical designation) and the corresponding section (tab).

3. Pertinent equipment information, including:

a. Manufacturer and serial number.

b. Approved submittal.

c. Operating and maintenance instructions.

d. Names, addresses and telephone numbers relative to parts and service.

4. Distribution summaries for switchgear, switchboards, motor control centers and panelboards.

3.09 INSPECTION

A. Obtain New York Board of Fire Underwriters (NYBFU) or Independent Electrical Inspection Agency (IEIA) inspection certificate and deliver to the Engineer.

3.10 PERFORMANCE

A. Disconnect switches:

1. Furnish and install disconnect switches in strict accordance with National Electrical Code.

3.11 POWER DISTRIBUTION SYSTEM CHECK OUT

A. Subsequent to testing, concurrently energize related branch circuit loads on a feeder-by-feeder basis and correct associated phase imbalance.

END OF SECTION

ATTACHMENT: Submittal Cover Sheet

Equipment and Materials Manufacturing/Source

SUBMITTAL COVER SHEET

CONTRACTOR: _______________________

ADDRESS: __________________________

__________________________

TELEPHONE: ________________________

DATE: _____________________________

NOTE: ATTACH A COMPLETED COVER SHEET TO EACH COPY

PROJECT: VA, Repair Rome CBOC Mechanical Systems

TE PROJECT # 3351

VA Project # 528A7-11-724

TYPE OF SUBMITTAL (CHECK):

[ ] FABRICATION DRAWING [ ] SAMPLE

[ ] MATERIAL LIST [ ] COLOR SAMPLE

[ ] EQUIPMENT [ ] _______________

DESCRIPTION:

PRODUCT NAME: _____________________________________________________

MANUFACTURER: _____________________________________________________

SUBCONTRACTOR/SUPPLIER: ___________________________________________

ENGINEER REVIEW STAMP CONTRACTOR REVIEW STAMP

[ ] NO EXCEPTION TAKEN [ ] REVISE AND RESUBMIT

[ ] FURNISH AS CORRECTED [ ] REJECTED

Checking is only for conformance with the design

concept of the project and compliance with the

information given in the Contract Documents.

Contractor is responsible for dimensions to be

confirmed and correlated at the job site, for

information that pertains solely to the fabrication

process or to techniques of construction, and for

coordination of the work of all trades.

TOWNE ENGINEERING

Consulting Engineers

Date ______________ By ____________

REMARKS:

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 16111

CONDUIT SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install conduit systems in accordance with the parameters shown on the drawings and herein specified.

B. Systems components shall be Underwriters Laboratories listed.

1.02 MATERIAL LISTS

A. Prior to installation, submit a list of materials to the Engineer for approval which shall conform to the following:

1. Each conduit system (including conduit material, fittings, connectors, bushings, etc.) shall be listed separately.

2. Listings of conduit material and fittings shall be complete with a description of parameters contained in the Contract Documents (schedule number, material, standards, etc.). THE ENGINEER WILL NOT TRANSFER INFORMATION FROM THE CONTRACT DOCUMENTS TO THE LISTINGS. INCOMPLETE LISTINGS WILL BE DISAPPROVED.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Rigid metal conduit (RSC):

1. Steel:

a. Conduit material:

1) Galvanized (after threading), chromated (subsequent to galvanizing), high strength steel conforming to ANSI Standard C80.1.

2) Corrosion resistant lubricating interior finish, color-coded end-cap thread protectors.

b. Fittings:

1) Couplings:

a) Threaded (where practical).

b) Threadless, malleable iron or steel, compression type (as required).

2) Connectors:

a) Insulated, threadless, malleable iron or steel, compression type (as required).

c. Bushings:

1) Insulated, malleable iron, grounding type.

d. Acceptable manufacturers:

B. Electrical metallic tubing (EMT):

1. Steel:

a. Conduit material:

1) Galvanized, chromated and lacquered (subsequent to galvanizing), high grade mild steel conforming to ANSI Standard C80.3.

2) Corrosion resistant lubricated interior finish.

b. Fittings:

1) Couplings:

a) Steel, as noted, compression type (damp interior application).

b) Steel, as noted, set screw type (dry interior application).

2) Connectors:

a) Insulated, steel, as noted, compression type (damp interior location).

b) Insulated, steel, as noted, set screw type (dry interior application).

C. Liquidtight flexible metal conduit (LTFMC):

1. Conduit material:

a. Galvanized, heavy gauge strip steel, integral continuous copper ground, extruded polyvinyl jacket conforming to the National Electrical Code, Article 351.

2. Fittings:

a. Insulated, malleable iron or steel, liquidtight type.

PART 3 – EXECUTION

3.01 INSTALLATION

A. General:

1. Metal conduit systems shall assure electrical continuity (low impedance pathway to ground).

2. Provide suitable fittings to properly compensate for expansion and deflection at building control and expansion joints.

3. Conduit shall be 1/2” (minimum, unless otherwise noted), except those below grade; additionally, conduits for multiple branch circuits shall be 3/4” (maximum).

4. Plug or cap open ends and provide polypropylene pull cord in empty (spare) conduits.

B. Above grade:

1. Furnish and install conduit systems above grade (which are not in concrete slabs) substantially as shown on the drawings, as high as possible, parallel to building walls, clear of structural members (except when penetrations are shown or approved), positioned 12” (minimum) from hot surfaces (hot water and steam distribution systems, radiant heat transfer surfaces, convective heat transfer surface enclosures, etc.) and clear of equipment removal and service areas.

2. Unless otherwise noted, conduit systems shall be concealed in finished areas and exposed in unfinished areas.

3. Liquidtight flexible metal conduit systems shall be bonded (at each end) to their associated equipment grounding conductors.

4. Units penetrating walls or partitions above grade (not constructed of masonry nor fire or smoke rated) shall be neatly patched with the appropriate (related) wall or partition material to insure the absence of an annular space.

C. Sleeves:

1. Furnish and install sleeves where conduit systems pass through building walls and floors in accordance with the following:

a. Units penetrating floors shall be Schedule 40, black steel (ASTM A-53) arranged to provide a waterproofing flange by projecting 1/2” above finished floor (except in Mechanical/Electrical Equipment Rooms where the projection shall be 2” above finished floor).

b. Openings through existing walls or partitions constructed of solid masonry shall be core drilled and shall not require sleeves.

2. Seal annular spaces with intumescent, synthetic elastomer.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 16120

WIRE AND CABLE

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install wire and cable in accordance with parameters shown on the drawings and herein specified.

B. Units shall be Underwriters Laboratories listed; complete with conductors, insulation, identification, color coding and connectors.

1.02 OPTIONS

A. Whenever these specifications describe more than one material and/or component under a particular category, it is the intent that this Contractor may exercise his option (in consistent fashion) in accordance with same unless otherwise specifically shown on the drawings.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Conductors:

1. Material:

a. Copper.

2. Construction:

a. No. 10 AWG and smaller:

1) Solid.

b. No. 8 AWG and larger:

1) Stranded.

B. Insulation (600 volts or less):

1. No. 10 AWG and smaller:

a. THWN/THHN.

2. No. 8 AWG and larger:

a. THWN/THHN, THW.

C. Identification:

1. Clearly marked (at regular intervals) size, type, voltage, Underwriters Laboratories listing.

D. Color coding:

1. 120/208 volt, 3-phase:

a. Phase:

1) Black, red, blue.

b. Neutral:

1) White.

c. Ground:

1) Green.

2. 277/480 volt, 3-phase:

a. Phase:

1) Brown, orange, yellow.

b. Neutral:

1) Gray.

c. Ground:

1) Green.

E. Connectors:

1. General:

a. Factory fabricated.

b. Appropriate class, type, material, size, ampacity, temperature rating.

2. No. 10 AWG and smaller:

a. Insulated wire nut with locking spring type insert.

b. Solder-less, long barrel compression type.

3. No. 8 AWG and larger:

a. Split bolt type.

PART 3 – EXECUTION

3.01 MINIMUM SIZES

A. Power and lighting circuits:

1. No. 12 AWG.

B. Control circuits:

1. No. 14 AWG.

C. Neutrals:

1. Equal to phase conductors.

3.02 INSTALLATION

A. All components of each designated conduit system shall be complete prior to pulling conductors.

B. Apply water soluble, Underwriters Laboratories listed pulling lubricant only as required and then as sparingly as possible; thereafter, thoroughly remove residual lubricant from accessible conductors within switchgear, switchboards, panelboards, junction boxes, pull boxes, wireways, etc.

C. Insulate connections with Underwriters Laboratories listed heat shrinkable insulators, molded composition covers and/or plastic tape.

D. Neatly train, lace and arrange conductors within panelboards, junction boxes, pull boxes, wireways, terminal cabinets, etc. to complement access and facilitate modifications.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 16130

RECEPTACLE, DEVICE, PULL AND JUNCTION BOXES

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install receptacle, device, pull and junction boxes in accordance with the parameters shown on the drawings and herein specified.

B. Units shall be sized in accordance with the guidelines set forth in the National Electrical Code (Article 370).

C. Units shall be Underwriters Laboratories listed.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Interior, dry locations:

1. Cadmium plated, code gauge steel.

B. Exterior and interior, wet locations:

1. Cadmium plated cast alloy, threaded hubs, gasketed cover, stainless steel fasteners, NEMA 3R.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Boxes shall be securely mounted to the building construction and shall not be supported by the associated conduit system.

B. Boxes shall be fully recessed, positioned level and plumb and properly aligned relative to the associated room finishes.

C. Actual locations shall be coordinated with other elements contributing to the aesthetics of the associated wall elevation (complete with complementary bar hangers as required.

D. Boxes serving two or more devices shall be the multiple gang type.

END OF SECTION

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 16140

RECEPTACLES AND SWITCHES

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install receptacles and switches in accordance with the parameters shown on the drawings and herein specified.

B. Units shall be Underwriters Laboratories listed.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Receptacles:

1. General:

a. Classification:

1) Specification grade, extra hard use.

b. Arrangement:

1) 2-pole, 3-wire.

c. Construction:

1) High impact thermoplastic (nylon) face, thermoplastic backbody.

d. Contacts:

1) Triple wipe, T-slot, one-piece copper alloy.

e. Strap:

1) Wraparound, securely interlocked, receptacle box grounding clip.

2. General purpose type:

a. 20 ampere, 125 volts, NEMA configuration 5-20R, back and side wired, ivory.

3. Ground fault circuit interrupter type:

a. 20 ampere (feed-through), 125 volts auto-ground, NEMA configuration 5-20R, side-wired, ivory.

B. Switches:

1. General:

a. Classification:

1) Specification grade, hard use.

b. Construction:

1) Arc resistant thermoset material body, thermoplastic polycarbonate toggle switch handle, heavy duty mounting strap.

c. Operating components:

1) Oversize silver alloy contacts, heavy gauge one-piece bronze alloy contact arm, cam (fast “make” and positive “break” response), heavy duty (quiet operation) bumper pads.

2. General purpose type:

a. 20 ampere, 120/277 volts, back and side wired, ivory.

C. Wall plates:

1. Thermoplastic, high impact, self-extinguishing, smooth finish, ivory.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Wall plates serving 2 or more devices shall be the multiple gang type.

B. Orientation:

1. Receptacles:

a. Vertical (whenever possible).

b. Ground outlet up.

2. Switches:

a. Toggle up when controlled device(s) is energized.

END OF SECTION

SECTION 16170

SAFETY SWITCHES

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install safety switches in accordance with the parameters shown on the drawings and herein specified.

B. Units shall be the heavy duty type (single throw/double throw); Underwriters Laboratories listed.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Enclosure:

1. NEMA classification:

a. No. 1 (unless otherwise noted).

2. Material:

a. Phosphatized, galvanized steel.

3. Finish:

a. Baked enamel.

B. Interior:

1. Arrangement:

a. Visible blades, front removable lugs, neutral and/or grounding kits (as required).

2. Construction:

a. Plated (corrosion resistant) current carrying components.

3. Fuse holders:

a. Spring loaded, rejection kit (for current limiting fuses).

C. Mechanism:

1. Operating handle:

a. Integral with box (not cover), lockable in “On” and “Off” positions, indicative of switch (“On” – “Off”) status (by virtue of position).

2. Action:

a. Quick-make, quick-break (arranged to prevent operating handle induced restraint once contact movement is initiated), dual cover interlock, control circuit interlock.

END OF SECTION

SECTION 16190

SUPPORTING SYSTEMS

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install supporting systems for conduit systems and equipment.

1.02 STANDARDS

A. Conduit system attachments, structural attachments, hanger rods, channels, fittings and hardware systems shall conform with the requirements set forth in the Metal Framing Manufacturers Association Standard Publication MFMA-1.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Basic components (conduit system attachments, structural attachments, hanger rods, channels, fittings and hardware systems).

1. Stock, production units.

B. Finish:

1. Hot-dip, galvanized.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Systems shall be capable of properly supporting each conduit system, including provisions for:

1. Expansion and contraction (movement shall not cause disengagement).

2. Preventing excessive stress.

3. Threaded vertical adjustment subsequent to installation.

B. Hanger rods shall be subjected to tensile loads only; where axial or lateral movements are anticipated, suitable linkages shall be provided.

C. Supporting systems shall be secured to the building structural system (as shown), NOT to ROOF decks or components of the mechanical and electrical systems (ductwork, piping, conduit, etc.); however, attachments serving conduit 2 inches and smaller may be secured to FLOOR decks.

D. Conduit systems shall be independently supported from equipment, boxes, cabinets, etc.

E. Trapeze or other multi-conduit support arrangements shall be constructed to accommodate 25 percent additional conduits.

END OF SECTION

SECTION 16970

IDENTIFICATION - ELECTRICAL

PART 1 – GENERAL

1.01 REQUIREMENTS

A. Furnish and install identification for all equipment and conduit.

B. Identification shall include labels.

PART 2 – PRODUCTS

2.01 DESCRIPTION

A. Labels:

1. Equipment:

a. Standard, phenolic, engraved nameplates.

b. Appropriately sized lettering:

1) Large equipment:

a) 3/4” high by 1/2”.

2) Small equipment:

a) 3/8” high by 1/4”.

2. Conduit:

a. Semi-rigid plastic with pre-set curl (designed to “snap on” with substantial overlap for smaller sizes and held firmly in place with tie-wraps for larger sizes), complete with panel designation and distribution characteristics.

PART 3 – EXECUTION

3.01 INSTALLATION

A. Equipment labels (using the precise alphanumerical designation shown on the drawings) shall be securely mounted (in a conspicuous position) with appropriate fasteners and shall be applied to ALL equipment.

B. Conduit labels shall be located to ensure continuous systems identity.

END OF SECTION

................
................

In order to avoid copyright disputes, this page is only a partial summary.

Google Online Preview   Download