UPGRADE EMERGENCY SWITCHGEAR AND DISTRIBUTION

UPGRADE EMERGENCY SWITCHGEAR AND DISTRIBUTION

Project 512-17-101

U.S. Department of Veterans Affairs Baltimore VA Medical Center

10 North Greene Street Baltimore, MD 21201

100% Construction Documents Phase Design Specifications

July 19, 2019

1635-2 Woodside Drive, Woodbridge, VA 22191-3045 • 703-643-2952 • FAX 703-497-2905

Upgrade Emergency Switchgear and Distribution Project#:512-17-101

VAMC Baltimore, MD

DEPARTMENT OF VETERANS AFFAIRSVHA MASTER SPECIFICATIONS

TABLE OF CONTENTS Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 07-15

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 12-1801 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 04-1301 33 23 Shop Drawings, Product Data, and Samples 05-1701 35 26 Safety Requirements 02-1701 42 19 Reference Standards 05-1601 45 00 Quality Control 03-1901 45 29 Testing Laboratory Services 11-1801 45 35 Special Inspections 03-1901 57 19 Temporary Environmental Controls 01-1101 58 16 Temporary Interior Signage 07-1501 74 19 Construction Waste Management 09-1301 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 08-17

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete 02-16

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-1805 50 00 Metal Fabrications 08-18

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 Firestopping 02-16

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08-1608 71 00 Door Hardware 01-16

DIVISION 09 – FINISHES

09 91 00 Painting 01-16DIVISION 21- FIRE SUPPRESSION

00 01 10-1


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21 08 00 Commissioning of Fire Suppression System 11-1621 13 16 Dry-Pipe Sprinkler Systems 01-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-1622 07 11 Plumbing Insulation 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 08-1723 05 93 Testing, Adjusting, and Balancing for HVAC 02-1523 34 00 HVAC Fans 02-15

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-1626 05 19 Low-Voltage Electrical Power Conductors and Cables 01-1726 05 26 Grounding and Bonding for Electrical Systems 01-1726 05 33 Raceway and Boxes for Electrical Systems 01-1826 05 73 Overcurrent Protective Device Coordination Study 01-1826 08 00 Commissioning of Electrical Systems 11-1626 23 00 Low-Voltage Switchgear 01-1726 23 13 Generator Paralleling Controls 01-1726 24 16 Panelboards 01-1826 25 11 Busways 01-1726 27 26 Wiring Devices 01-1826 29 11 Motor Controllers 01-1826 29 21 Enclosed Switches and Circuit Breakers 01-1726 32 13 Engine Generators 01-1826 36 23 Automatic Transfer Switches 01-1726 41 00 Facility Lightning Protection 01-1726 43 13 Surge Protective Devices 01-1726 51 00 Interior Lighting 01-18

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm 10-11

00 01 10-2


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SECTION 00 01 15 LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of

the contract.

Drawing No. Title

G001 COVER SHEET

A001 OVERALL ARCHITECTURAL PLANS

A002 ARCHITECTURAL NOTES, SCHEDULE, SPECS

A101 SWITCHGEAR ENCLOSURE PLAN AND ELEVATIONS

A102 1PD101A NEW P1 ELECTRICAL ROOM

A103 1PD101A NEW P1 ELECTRICAL ROOM-LIFE SAFETY

A201 ARCHITECTURE DETAIL - ROOF

A202 ARCHITECTURE DETAILS -CANOPY

A203 ARCHITECTURE DETAILS – LOAD BANK

S001 OVERALL STRUCTURAL PLANS

S101 STRUCTURAL 01

S201 STRUCTURAL DETAILS-8TH FLOOR

FP101 FIRE PROTECTION 7TH FLOOR

FP102 FIRE PROTECTION 8TH FLOOR

M001 OVERALL MECHANICAL AND PLUMBING PLANS

M002 MECHANICAL LEGEND, NOTES AND ABBREVIATIONS

M101 P1-DEMO & NEW

M102 8TH FLOOR EXISTING DRAINS

M103 8TH FLOOR NEW DRAINS

M201 SCHEDULES AND DETAILS

E001 OVERALL ELECTRICAL PLANS

E002 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS

E003 SEQUENCE OF OPERATIONS

E101 P1-AREA D MAIN ELECTRICAL ROOM –PHASE 1



E104 P1-AREA D MAIN ELECTRICAL ROOM –PHASE 4 & FINAL

E105 7TH FLOOR BUSWAY AND FEEDER ROUTING

E106 8TH FLOOR PENTHOUSE

E107 8TH FLOOR PARALELLING SWITCHGEAR-ROOF

E201 DEMO ELECTRICAL CLOSETS 01

00 01 15 - 1


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E202 DEMO ELECRICAL CLOSETS 02

E203 NEW ELECTRICAL CLOSETS 01

E204 NEW ELECTRICAL CLOSETS 02

E301 NORMAL SWITCHGEAR D ELEVATIONS

E302 ELECTRICAL DETAILS

E303 PARALLELING SWITCHGEAR CONTROL WIRING DIAGRAM

E401 ONE LINE DIAGRAM SWITCHBOARD EXISTING

E402 ONE LINE DIAGRAM SWITCHBOARD PHASE 1



E405 ONE LINE DIAGRAM SWITCHBOARD FINAL

E406 ONE LINE GENERATOR PARALLELING SWITCHBOARD PHASE 1




E501 PARTIAL EMERGENCY RISER DIAGRAM AREAS A&D

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL PANEL SCHEDULES

- - - END - - -

00 01 15 - 2


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SECTION 01 00 00

GENERAL REQUIREMENTS

1.1 SAFETY REQUIREMENTS

Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection

control requirements.

1.2 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 for the Upgrade of Emergency

Switchgear and Distribution Design at the VA Medical Center in

Baltimore Maryland as required by drawings and specifications.

B. It is the requirement of this project for the Contractor to have the

means of temporary emergency power to supply the Hospital power in case

the outage is beyond the allowable time. All electrical contractors

must have the requisite qualifications to work on high voltage

electrical systems, to include switchgear.

C. Visits to the site by Bidders may be made in accordance with what is

listed in the solicitation and at the discretion of the Contracting

Officer.

D. Offices of ROMEM Aqua Systems Company, Inc., 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.

E. Before placement and installation of work subject to tests by testing

laboratory retained by the General Contractor, the Contractor shall

notify the COR in sufficient time to enable testing laboratory

personnel to be present at the site in time for proper taking and

testing of specimens and field inspection. Such prior notice shall be

not less than three work days unless otherwise designated by the COR.

F. 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.

G. The Key Personnel assigned by the contractor for the performance of

work on this contract shall be acceptable to VA in terms of personal

and professional conduct and technical knowledge. Should the

assignment to this contract of any person by the contractor be deemed


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to conflict with the interests of VA, or in the event performance is

deemed to be unsatisfactory at any time during the life of the

contract, the Contracting Officer may notify the contractor and request

the person be removed from the assignment. The reason for removal will

be documented and a request to receive key personnel replacement within

three (3) business days of the notification will be made. Replacement

of key personnel qualifications shall be equal to or greater than those

of the key personnel being replaced. Employment and staffing

difficulties will not be justification for failure to meet established

schedules. The contractor is required to submit a resume with

qualifications for the proposed replacement which shall be approved by

the COR and CO prior to the replacement starting work.

1.3 STATEMENT OF BID ITEM(S)

A. ITEM I, Construction of new indoor electrical room: Work includes

construction of a new concrete masonry unit 2-hour fire rated interior

room to housed new distribution panels and alternate transfer switches

to replace existing Emergency Switchboard D in Electrical Room IPD101

and associated electrical, mechanical, and plumbing work to conditioned

this room as described in plans and specifications. Work includes

necessary removal of existing structures and construction and certain

other items.

ITEM II, New Power Distribution Equipment, New Riser, and New Paralleling

Switchgears: Work includes all labor, material, equipment and

supervision to perform the required electrical construction work on

this project including installation of new transfer switches and new

distribution panels, new riser, and replacement of normal switchgear D

in electrical room IPD101 in P1 Level. The work also include the

installation of a new enclosed paralleling switchgear on the roof of

the 8th floor and the busway work to connect the new paralleling

switchgear to the new riser in the electrical room in P1 per the plans

and specifications.

The Contractor must furnish all structural work required to retrofit

the existing steel frame structure underneath the steel deck roof to

support the resultant loads of the new paralleling switchgear,

enclosure and related equipment contained within, and concrete

equipment pad, and to support a new load bank and concrete equipment

pad as specify in the design drawings and specifications. .


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ITEM III, HVAC and Fire Protection Upgrades and Plumbing relocation: Work

includes all labor, material, equipment and supervision to perform the

required mechanical construction work on this project including,

modification to the existing HVAC ductwork serving for electrical room

IPD101 in P1 Level and relocation of exhaust fan in the electrical

switchgear room 8A102, upgrade to fire suppression system to provide a

dry sprinkler system to the new paralleling switchgear enclosure on the

8th floor roof, and plumbing relocation of roof drain and steam pipe on

roof of eight floor as shown on plans and specifications.

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. Drawings and contract documents may be obtained from the website where

the solicitation is posted. Additional copies will be at Contractor's

expense.

1.5 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. Before starting work the General Contractor shall give one week’s

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.

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. Key Control:


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1. The General Contractor shall provide duplicate keys and lock

combinations to the Contracting officers representative (COR) for

the purpose of security inspections of every area of project

including tool boxes and parked machines and take any emergency

action.

2. The General Contractor shall turn over all permanent lock cylinders

to the VA locksmith for permanent installation. See Section 08 71

00, DOOR HARDWARE and coordinate.

D. Document Control:

1. Before starting any work, the General Contractor/Sub Contractors

shall submit an electronic security memorandum describing the

approach to following goals and maintaining confidentiality of

“sensitive information”.

2. The General Contractor is responsible for safekeeping of all

drawings, project manual and other project information. This

information shall be shared only with those with a specific need to

accomplish the project.

3. Certain documents, sketches, videos or photographs and drawings may

be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access

to only those who will need it for the project. Return the

information to the Contracting Officer upon request.

4. These security documents shall not be removed or transmitted from

the project site without the written approval of Contracting

Officer.

5. All paper waste or electronic media such as CD’s and diskettes shall

be shredded and destroyed in a manner acceptable to the VA.

6. Notify Contracting Officer and Site Security Officer immediately

when there is a loss or compromise of “sensitive information”.

7. All electronic information shall be stored in specified location

following VA standards and procedures using an Engineering Document

Management Software (EDMS).

a. Security, access and maintenance of all project drawings, both

scanned and electronic shall be performed and tracked through the

EDMS system.

b. “Sensitive information” including drawings and other documents

may be attached to e-mail provided all VA encryption procedures

are followed.


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E. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle

entering the site and such request shall be submitted 24 hours

before the date and time of access. Access shall be restricted to

picking up and dropping off materials and supplies.

2. A limited number of (2 to 5) permits shall be issued for General

Contractor and its employees for parking in designated areas only.

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.

B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities

may be erected by the Contractor only with the approval of the

Contracting Officer and shall be built with labor and materials

furnished by the Contractor without expense to the Government. The

temporary buildings and utilities shall remain the property of the

Contractor and shall be removed by the Contractor at its expense upon

completion of the work. With the written consent of the Contracting

Officer, the buildings and utilities may be abandoned and need not be

removed.

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. Workers 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


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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 where required by limited working space.

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

2. Schedule delivery of materials and equipment to immediate

construction working areas within buildings in use by Department of

Veterans Affairs in quantities sufficient for not more than two work

days. Provide unobstructed access to Medical Center areas required

to remain in operation.

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:

The Medical Center must maintain its operation 24 hours a day 7 days a

week. Therefore, any interruption in service must be scheduled and

coordinated with the COR to ensure that no lapses in operation occur.

It is the CONTRACTOR'S responsibility to develop a work plan and

schedule detailing, at a minimum, the procedures to be employed, the

equipment and materials to be used, the interim life safety measure to

be used during the work, and a schedule defining the duration of the

work with milestone subtasks. The work to be outlined shall include,

but not be limited to:

To ensure such executions, Contractor shall furnish the COR with a

schedule of approximate phasing 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 phasing to ensure

accomplishment of this work in successive phases mutually agreeable to

Medical Center Director, COR and Contractor.

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


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Veterans Affairs personnel and patients through other construction

areas which serve as routes of access to such affected areas and

equipment. These routes whether access or egress shall be isolated

from the construction area by temporary partitions and have walking

surfaces, lighting etc to facilitate patient and staff access.

Coordinate alteration work in areas occupied by Department of

Veterans Affairs so that Medical Center operations will continue

during the construction period.

H. Construction Fence: Before construction operations begin, Contractor

shall provide a chain link construction fence, 2.1m (seven feet)

minimum height, around the construction area indicated on the drawings.

Provide gates as required for access with necessary hardware, including

hasps and padlocks. Fasten fence fabric to terminal posts with tension

bands and to line posts and top and bottom rails with tie wires spaced

at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm

(one inch) above grade. Remove the fence when directed by the COR.

I. When a building and/or construction site is turned over to Contractor,

Contractor shall accept entire responsibility including upkeep and

maintenance therefore:

1. Contractor shall maintain a minimum temperature of 4 degrees C (40

degrees F) at all times, except as otherwise specified.

2. Contractor shall maintain in operating condition existing fire

protection and alarm equipment. In connection with fire alarm

equipment, Contractor shall make arrangements for pre-inspection of

site with Fire Department or Company (Department of Veterans Affairs

or municipal) whichever will be required to respond to an alarm from

Contractor's employee or watchman.

J. 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 the 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 Resident Engineer and/or the


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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 a detailed work plan, the Medical Center

Director’s prior knowledge and written approval. Refer to

specification Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL

INSTALLATIONS, 27 05 11 REQUIREMENTS FOR COMMUNICATIONS

INSTALLATIONS and 28 05 00, COMMON WORK RESULTS FOR ELECTRONIC

SAFETY AND SECURITY for additional requirements.

2. Contractor shall submit a request to interrupt any such services to

the COR, in writing, 7 days 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 the 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 the 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.

K. 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 at the main, branch or panel they originate

from. 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.


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L. 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.

2. Method and scheduling of required cutting, altering and removal of

existing roads, walks and entrances must be approved by the COR.

M. Coordinate the work for this contract with other construction

operations as directed by the COR. This includes the scheduling of

traffic and the use of roadways, as specified in Article, USE OF

ROADWAYS.

1.7 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a

thorough survey with the COR and a representative of VA Supply Service,

of areas of buildings in which alterations occur and areas which are

anticipated routes of access, and furnish a report, signed by both, to

the Contracting Officer. 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 the

COR and/or Supply Representative, 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


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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 the 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 workers 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 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 are

noted on drawings 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 the COR.

2. Items not reserved shall become property of the Contractor and be

removed by Contractor from the Medical Center.


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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.

1.9 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 workers to

existing piping and conduits, wires, cables, etc., of utility services

or of fire protection systems and communications systems (including

telephone) 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).

1.10 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.


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B. All variations shall be shown in the same general detail as used in the

contract drawings. To ensure compliance, as-built drawings shall be

made available for the COR review, as often as requested.

C. Contractor shall deliver two approved completed sets of as-built

drawings in the electronic version (scanned PDF) to the COR within 15

calendar days after each completed phase and after the acceptance of

the project by the COR.

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

1.11 WARRANTY MANAGEMENT

A. Warranty Management Plan: Develop a warranty management plan which

contains information relevant to FAR 52.246-21 Warranty of Construction

at least 30 days before the planned pre-warranty conference, coordinate

with the COR the number of sets of the warranty management plan to be

submitted. Include within the warranty management plan all required

actions and documents to assure that the Government receives all

warranties to which it is entitled. The plan must be in narrative form

and contain sufficient detail to render it suitable for use by future

maintenance and repair personnel, whether tradesman, or of engineering

background, not necessarily familiar with this contract. The term

“status” as indicated below must include due date and whether item has

been submitted or was approved. Warranty information made available

during the construction phase must be submitted to the Contracting

Officer for approval prior to each monthly invoice for payment.

Assemble approved information in a binder and turn over to the

Government upon acceptance of the work. The construction warranty

period will begin on the date of the project acceptance and continue

for the product warranty period. A joint 4 month and 9 month warranty

inspection will be conducted, measured from time of acceptance, by the

Contactor and the Contracting Officer. Include in the warranty

management plan, but not limited to, the following:

1. Roles and responsibilities of all personnel associated with the

warranty process, including points of contact and telephone numbers

within the company of the Contractor, subcontractors, manufacturers

or suppliers involved.

2. Furnish with each warranty the name, address and telephone number of

each of the guarantor’s representatives nearest project location.

3. Listing and status of delivery of all Certificates of Warranty for

extended warranty items, to include roofs, HVAC balancing, pumps,


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motors, transformers and for all commissioned systems such as fire

protection and alarm systems, sprinkler systems and lightning

protection systems, etc.

4. A list for each warranted equipment item, feature of construction or

system indicating:

a. Name of item.

b. Model and serial numbers.

c. Location where installed.

d. Name and phone numbers of manufacturers and suppliers.

e. Name and phone numbers of manufacturers or suppliers.

f. Names, addresses and phone numbers of sources of spare parts.

g. Warranties and terms of warranty. Include one-year overall

warranty of construction, including the starting date of warranty

of construction. Items which have extended warranties must be

indicated with separate warranty expiration dates.

h. Starting point and duration of warranty period.

i. Summary of maintenance procedures required to continue the

warranty in force.

j. Cross-reference to specific pertinent Operation and Maintenance

manuals.

k. Organizations, names and phone numbers of persons to call for

warranty service.

l. Typical response time and repair time expected for various

warranted equipment.

5. The plans for attendance at the 4 and 9-month post construction

warranty inspections conducted by the government.

6. Procedure and status of tagging of all equipment covered by extended

warranties.

7. Copies of instructions to be posted near selected pieces of

equipment where operation is critical for warranty and/or safety

reasons.

B. Performance Bond: The Performance Bond must remain effective throughout

the construction period.

1. In the event the Contractor fails to commence and diligently pursue

any construction warranty work required, the Contracting Officer

will have the work performed by others, and after completion of the

work, will charge the remaining construction warranty funds of


VAMC Baltimore, MD

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expenses incurred by the Government while performing the work,

including, but not limited to administrative expenses.

2. In the event sufficient funds are not available to cover the

construction warranty work performed by the Government at the

contractor’s expenses, the Contracting Officer will have the right

to recoup expenses from the bonding company.

3. Following oral or written notification of required construction

warranty repair work, the Contractor shall respond in a timely

manner. Written verification will follow oral instructions. Failure

to respond will be cause for the Contracting Officer to proceed

against the Contractor.

C. Pre-Warranty Conference: Prior to contract completion, and at a time

designated by the Contracting Officer, the Contractor shall meet with

the Contracting Officer to develop a mutual understanding with respect

to the requirements of this section. Communication procedures for

Contractor notification of construction warranty defects, priorities

with respect to the type of defect, reasonable time required for

Contractor response, and other details deemed necessary by the

Contracting Officer for the execution of the construction warranty will

be established/ reviewed at this meeting. In connection with these

requirements and at the time of the Contractor’s quality control

completion inspection, furnish the name, telephone number and address

of a licensed and bonded company which is authorized to initiate and

pursue construction warranty work action on behalf of the Contractor.

This point of contract will be located within the local service area of

the warranted construction, be continuously available and be responsive

to Government inquiry on warranty work action and status. This

requirement does not relieve the Contractor of any of its

responsibilities in conjunction with other portions of this provision.

D. Contractor’s Response to Construction Warranty Service Requirements:

Following oral or written notification by the Contracting Officer, the

Contractor shall respond to construction warranty service requirements

in accordance with the “Construction Warranty Service Priority List”

and the three categories of priorities listed below. Submit a report on

any warranty item that has been repaired during the warranty period.

Include within the report the cause of the problem, date reported,

corrective action taken, and when the repair was completed. If the

Contractor does not perform the construction warranty within the


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timeframe specified, the Government will perform the work and back

charge the construction warranty payment item established.

1. First Priority Code 1. Perform onsite inspection to evaluate

situation, and determine course of action within 4 hours, initiate

work within 6 hours and work continuously to completion or relief.

2. Second Priority Code 2. Perform onsite inspection to evaluate

situation, and determine course of action within 8 hours, initiate

work within 24 hours and work continuously to completion or relief.

3. Third Priority Code 3. All other work to be initiated within 3 work

days and work continuously to completion or relief.

4. The “Construction Warranty Service Priority List” is as follows:

Code 1-Life Safety Systems

a. Fire suppression systems.

b. Fire alarm system(s).

Code 1 Doors

a. Interior, exterior personnel doors or hardware, not functioning

properly, causing security, fire or safety problem.

Code 3-Doors

a. Interior/exterior personnel doors or hardware not functioning

properly.

Code 1-Electrical

a. Power failure (entire area or any building operational after 1600

hours).

b. Security lights.

c. Smoke detectors.

Code 2-Electrical

a. Power failure (no power to a room or part of building).

b. Receptacles and lights not operational (in a room or part of

building).

Code 3-Electrical

a. Exterior lights not operational.

Code 1-Heat

a. Power failure affecting heat.

Code 2-Plumbing

Code 1-Roof Leaks

a. Damage to property is occurring.

Code 3


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a. All work not listed above.

E. Warranty Tags: At the time of installation, tag each warranted item

with a durable, oil and water-resistant tag approved by the Contracting

Officer. Attach each tag with a copper wire and spray with a silicone

waterproof coating. Also submit two record copies of the warranty tags

showing the layout and design. The date of acceptance and the QC

signature must remain blank until the project is accepted for

beneficial occupancy. Show the following information on the tag.

1.12 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 and restoration performed by the Contractor

at Contractor's expense. When necessary to cross curbing, sidewalks, or

similar construction, they must be protected by well-constructed

bridges.

1.13 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 written approval and compliance with the following provisions:


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1. Permission to use each unit or system must be given by the COR in

writing. If the equipment is not installed and maintained in

accordance with the written agreement and 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.

Installation of temporary electrical equipment or devices shall be

in accordance with NFPA 70, National Electrical Code, (2014

Edition), Article 590, Temporary Installations. 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.

Boilers, pumps, feedwater heaters and auxiliary equipment must be

operated as a complete system and be fully maintained by operating

personnel. Boiler water must be given complete and continuous

chemical treatment.

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.


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

electrical specifications sections.

D. Any damage to the equipment or excessive wear due to prolonged use will

be repaired replaced by the contractor at the contractor’s expense.

1.14 TEMPORARY USE OF EXISTING ELEVATORS

A. Use of existing elevator 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 VA elevators as coordinated through

the project and for special nonrecurring time intervals when

permission is granted. Personnel for operating elevators will not be

provided by the Department of Veterans Affairs.

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.

3. Government will accept hoisting ropes of elevator and rope of each

speed governor if they are worn under normal operation. However, if

these ropes are damaged by action of foreign matter such as sand,

lime, grit, stones, etc., during temporary use, they shall be

removed and replaced by new hoisting ropes at the contractors

expense.

4. If brake lining of elevators are excessively worn or damaged during

temporary use, they shall be removed and replaced by new brake

lining at the contractors expense.

5. All parts of main controller, starter, relay panel, selector, etc.,

worn or damaged during temporary use shall be removed and replaced

with new parts at the contractors expense, if recommended by

elevator inspector after elevator is released by Contractor.

6. Place elevator in condition equal, less normal wear, to that

existing at time it was placed in service of Contractor as approved

by Contracting Officer.


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1.15 TEMPORARY USE OF NEW ELEVATORS

A. The Contractor and his personnel shall be permitted use of new

elevator(s) subject to the following provisions:

1. Contractor shall make arrangements with the COR for use of

elevator(s). Contractor may obtain elevator(s) for exclusive use.

2. Prior to the use of elevator(s), the Contractor shall have the

elevator(s) inspected and accepted by an ASME accredited, certified

elevator safety inspector. The acceptance report shall be submitted

to the COR.

3. Submit to the COR the schedule and procedures for maintaining

equipment. Indicate the day or days of the week and total hours

required for maintenance. A report shall be submitted to the COR

monthly indicating the type of maintenance conducted, hours used,

and any repairs made to the elevator(s).

4. The Contractor shall be responsible for enforcing the maintenance

procedures as per VA and manufacturers recommendations and

requirements.

5. During temporary use of elevator(s) all repairs, equipment

replacement and cost of maintenance shall be the responsibility of

the Contractor.

6. Personnel for operating elevator(s) shall not be provided by the

Department of Veterans Affairs.

7. Contractor shall cover and provide maximum protection of the entire

elevator(s) installation.

8. The Contractor shall arrange for the elevator company to perform

operation of the elevator(s) so that an ASME accredited, certified

elevator safety inspector can evaluate the equipment. The Contractor

shall be responsible for any costs of the elevator company.

9. All elevator(s) parts worn or damaged during temporary use shall be

removed and replaced with new parts at the contractors expense. This

shall be determined by an ASME accredited certified elevator safety

inspector after temporary use and before acceptance by the

Government. Submit report to the COR \ for approval.

10. Elevator shall be tested as required by the testing section of the

elevator(s) specifications before acceptance by the Department of

Veterans Affairs. The Contractor shall be responsible for all cost

associated with testing and inspection.


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1.16 TEMPORARY TOILETS

A. Provide where directed, (for use of all Contractor's workers) ample

temporary sanitary toilet accommodations with suitable sewer and water

connections; or, when approved by the COR, provide suitable dry closets

where directed. Keep such places clean and free from flies, and all

connections and appliances connected therewith are to be removed prior

to completion of contract, and premises left perfectly clean.

1.17 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, in

compliance with code and as 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 and repair restore the infrastructure as

required.

C. Contractor shall install meters at Contractor's expense and furnish the

Medical Center a monthly record of the Contractor's usage of

electricity as hereinafter specified.

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.

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,


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electrical welding devices and any electrical heating devices

providing temporary heat. Electricity for all other uses is

available at no cost to the Contractor. The contractor shall furnish

a temporary Power Generator for testing and transitioning of new

electrical equipment to back-up power during outages. The specific

location of the temporary generators will be determined by the VA

COR.

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 as per code. 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 the COR discretion) of use of

water from Medical Center's system.

G. 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 and paid by the

Contractor at Contractor's expense.

1.18 TESTS

A. As per specification section 23 05 93 the contractor shall provide a

written testing and commissioning plan complete with component level,

equipment level, sub-system level and system level breakdowns. The

plan will provide a schedule and a written sequence of what will be

tested, how and what the expected outcome will be. This document will

be submitted for approval prior to commencing work. The contractor

shall document the results of the approved plan and submit for approval

with the as built documentation.

B. 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.

C. Conduct final tests required in various sections of specifications in

presence of an authorized representative of the Contracting Officer.


VAMC Baltimore, MD

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Contractor shall furnish all labor, materials, equipment, instruments,

and forms, to conduct and record such tests.

D. Mechanical and electrical systems shall be balanced, controlled and

coordinated. A system is defined as the entire system 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 system 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.

E. All related components as defined above shall be functioning when any

system component is tested. Tests shall be completed within a

reasonably period of time during which operating and environmental

conditions remain reasonably constant and are typical of the design

conditions.

F. 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.

1.19 INSTRUCTIONS

A. Contractor shall furnish Maintenance and Operating manuals (hard copies

and electronic) and verbal instructions when required by the various

sections of the specifications and as hereinafter specified.

B. Manuals: Maintenance and operating manuals and one compact disc (four

hard copies and one electronic copy 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


VAMC Baltimore, MD

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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 training 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 contractor

shall submit a course outline with associated material to the COR for

review and approval prior to scheduling training to ensure the subject

matter covers the expectations of the VA and the contractual

requirements. 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.

1.20 RELOCATED EQUIPMENT AND 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, at the main whenever

such lines are disconnected from equipment to be relocated. Remove


VAMC Baltimore, MD

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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. Contractor shall employ services of an installation engineer, who is an

authorized representative of the manufacturer of this equipment to

supervise assembly and installation of existing equipment, required to

be relocated.

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.

1.21 CONSTRUCTION SIGN

A. Provide a Construction Sign where directed by the COR. All wood

members shall be of framing lumber. Cover sign frame with 0.7 mm (24

gage) galvanized sheet steel nailed securely around edges and on all

bearings. Provide three 100 by 100 mm (4 inch by 4 inch) posts (or

equivalent round posts) set 1200 mm (four feet) into ground. Set bottom

of sign level at 900 mm (three feet) above ground and secure to posts

with through bolts. Make posts full height of sign. Brace posts with 50

x 100 mm (two by four inch) material as directed.

B. Paint all surfaces of sign and posts two coats of white gloss paint.

Border and letters shall be of black gloss paint, except project title

which shall be blue gloss paint.

C. Maintain sign and remove it when directed by the COR.

D. Detail Drawing of construction sign showing required legend and other

characteristics of sign is attached hereto and made a part of this

specification.

1.22 SAFETY SIGN

A. Provide a Safety Sign where directed by COR. Face of sign shall be 19

mm (3/4 inch) thick exterior grade plywood. Provide two 100 mm by 100

mm (four by four inch) posts extending full height of sign and 900 mm

(three feet) into ground. Set bottom of sign level at 1200 mm (four

feet) above ground.


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B. Paint all surfaces of Safety Sign and posts with one prime coat and two

coats of white gloss paint. Letters and design shall be painted with

gloss paint of colors noted.

C. Maintain sign and remove it when directed by COR.

D. A sample of Standard Detail Drawing Number SD10000-02(Found on VA TIL)

of safety sign showing required legend and other characteristics of

sign will be provided to the Contractor by the COR at the Notice to

Proceed and Kickoff meeting. All safety signs and posters must be

approved by the VA COR.

E. Post the number of accident free days on a daily basis.

1.23 PHOTOGRAPHIC DOCUMENTATION

A. During the construction period through completion, provide photographic

documentation of construction progress and at selected milestones

including electronic indexing, navigation, storage and remote access to

the documentation, as per these specifications. The commercial

photographer or the subcontractor used for this work shall meet the

following qualifications:

1. Demonstrable minimum experience of three (3) years in operation

providing documentation and advanced indexing/navigation systems

including a representative portfolio of construction projects of

similar type, size, duration and complexity as the Project.

2. Demonstrable ability to service projects throughout North America,

which shall be demonstrated by a representative portfolio of active

projects of similar type, size, duration and complexity as the

Project.

B. Photographic documentation elements:

1. Each digital image shall be taken with a professional grade camera

with minimum size of 6 megapixels (MP) capable of producing

200x250mm (8 x 10 inch) prints with a minimum of 2272 x 1704 pixels

and 400x500mm (16 x 20 inch) prints with a minimum 2592 x 1944

pixels.

2. Indexing and navigation system shall utilize actual AUTOCAD

construction drawings, making such drawings interactive on an on-

line interface. For all documentation referenced herein, indexing

and navigation must be organized by both time (date-stamped) and

location throughout the project.


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3. Documentation shall combine indexing and navigation system with

inspection-grade digital photography designed to capture actual

conditions throughout construction and at critical milestones.

Documentation shall be accessible on-line through use of an internet

connection. Documentation shall allow for secure multiple-user

access, simultaneously, on-line.

4. Before construction, the building pad, adjacent streets, roadways,

parkways, driveways, curbs, sidewalks, landscaping, adjacent

utilities and adjacent structures surrounding the building pad and

site shall be documented. Overlapping photographic techniques shall

be used to ensure maximum coverage. Indexing and navigation

accomplished through interactive architectural drawings. If site

work or pad preparation is extensive, this documentation may be

required immediately before construction and at several pre-

determined intervals before building work commences.

5. Construction progress for all trades shall be tracked at pre-

determined intervals, but not less than once every thirty (30)

calendar days (“Progressions”). Progression documentation shall

track both the exterior and interior construction of the building.

Exterior Progressions shall track 360 degrees around the site and

each building. Interior Progressions shall track interior

improvements beginning when stud work commences and continuing until

Project completion.

6. As-built condition of pre-foundation utilities and site utilities

shall be documented prior to pouring footers, placing concrete

and/or backfilling. This process shall include all underground and

in-slab utilities within the building(s) envelope(s) and utility

runs in the immediate vicinity of the building(s) envelope(s). This

may also include utilities enclosed in slab-on-deck in multi-story

buildings. Overlapping photographic techniques shall be used to

ensure maximum coverage. Indexing and navigation accomplished

through interactive site utility plans.

7. As-built conditions of mechanical, electrical, plumbing and all

other systems shall be documented post-inspection and pre-

insulation, sheet rock or dry wall installation. This process shall

include all finished systems located in the walls and ceilings of

all buildings at the Project. Overlapping photographic techniques


VAMC Baltimore, MD

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shall be used to ensure maximum coverage. Indexing and navigation

accomplished through interactive architectural drawings.

8. As-built conditions of exterior skin and elevations shall be

documented with an increased concentration of digital photographs as

directed by the COR in order to capture pre-determined focal

points, such as waterproofing, window flashing, radiused steel work,

architectural or Exterior Insulation and Finish Systems (EIFS)

detailing. Overlapping photographic techniques shall be used to

ensure maximum coverage. Indexing and navigation accomplished

through interactive elevations or elevation details.

9. As-built finished conditions of the interior of each building

including floors, ceilings and walls shall be documented at

certificate of occupancy or equivalent, or just prior to occupancy,

or both, as directed by the COR. Overlapping photographic

techniques shall be used to ensure maximum coverage. Indexing and

navigation accomplished through interactive architectural drawings.

10. Miscellaneous events that occur during any Contractor site visit, or

events captured by the Department of Veterans Affairs independently,

shall be dated, labeled and inserted into a Section in the

navigation structure entitled “Slideshows,” allowing this

information to be stored in the same “place” as the formal scope.

11. Customizable project-specific digital photographic documentation of

other details or milestones. Indexing and navigation accomplished

through interactive architectural plans.

12. Monthly (29 max) exterior progressions (360 degrees around the

project) and slideshows (all elevations and building envelope). The

slideshows allow for the inclusion of Department of Veterans Affairs

pictures, aerial photographs, and timely images which do not fit

into any regular monthly photopath.

13. Weekly (21 Max) Site Progressions - Photographic documentation

capturing the project at different stages of construction. These

progressions shall capture underground utilities, excavation,

grading, backfill, landscaping and road construction throughout the

duration of the project.

14. Regular (8 max) interior progressions of all walls of the entire

project to begin at time of substantial framed or as directed by the

COR through to completion.


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15. Detailed Exact-Built of all Slabs for all project slab pours just

prior to placing concrete or as directed by the COR.

16. Detailed Interior exact built overlapping photos of the entire

building to include documentation of all mechanical, electrical and

plumbing systems in every wall and ceiling, to be conducted after

rough-ins are complete, just prior to insulation and or drywall, or

as directed by the COR.

17. Finished detailed Interior exact built overlapping photos of all

walls, ceilings, and floors to be scheduled by the COR prior to

occupancy.

18. In event a greater or lesser number of images than specified above

are required by the COR , adjustment in contract price will be made

in accordance with clause entitled "CHANGES" (FAR 52.243-4 and VAAR

852.236-88).

C. Images shall be taken by a commercial photographer and must show

distinctly, at as large a scale as possible, all parts of work embraced

in the picture.

D. Coordination of photo shoots is accomplished through the COR.

Contractor shall also attend construction team meetings as necessary.

Contractor’s operations team shall provide regular updates regarding

the status of the documentation, including photo shoots concluded, the

availability of new Progressions or Exact-Builts viewable on-line and

anticipated future shoot dates.

E. Contractor shall provide all on-line domain/web hosting, security

measures, and redundant server back-up of the documentation.

F. Contractor shall provide technical support related to using the system

or service.

G. Upon completion of the project, final copies of the documentation (the

“Permanent Record”) with the indexing and navigation system embedded

(and active) shall be provided in an electronic media format, typically

a DVD or external hard-drive. Permanent Record shall have Building

Information Modeling (BIM) interface capabilities. On-line access

terminates upon delivery of the Permanent Record.

1.24 HISTORIC PRESERVATION

Where the Contractor or any of the Contractor's employees, prior to, or

during the construction work, are advised of or discover any possible

archeological, historical and/or cultural resources, the Contractor


VAMC Baltimore, MD

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shall immediately notify the COR verbally, and then with a written

follow up.

1.25 COORDINATION DRAWIGNS

A. Prepare coordination drawings according to requirements in individual

Sections, and additionally where installation is not completely shown on

Shop Drawings, where limited space availability necessitates coordination,

or if coordination is required to facilitate integration of products and

materials fabricated or installed by more than one entity.

1. Coordination drawings shall reflect scheduling of construction

operations in sequence required to obtain the best results where

installation of one part of the Work depends on installation of other

components, before or after its own installation.

2. Coordination drawings shall reflect coordinated installation of

different components with other contractors to ensure maximum

accessibility for required maintenance, service, and repair.

3. Coordination drawings shall reflect adequate provisions to accommodate

items scheduled for later installation.

4. Coordination drawings shall reflect, where availability of space is

limited, coordinated installation of different components to ensure

maximum performance and accessibility for required maintenance,

service, and repair of all components, including mechanical and

electrical.

5. Requirement for submittal of coordination drawings includes but is not

limited to:

a. Switchgear

b. Busways

c. Automatic Transfer Switches

d. Panelboards

e. Transformers

f. Enclosed Switches and Circuit Breakers

g. Pull and Junction Boxes

6. Project-specific information, drawn accurately to a scale large enough

to indicate and resolve conflicts. Do not base coordination drawings

on standard printed data. Include the following information, as

applicable:

a. Use applicable Drawings as a basis for preparation of

coordination drawings. Prepare sections, elevations, and details


VAMC Baltimore, MD

01 00 00 -30

as needed to describe relationship of various systems and

components.

b. Indicate functional and spatial relationships of components of

architectural, structural, mechanical, plumbing and electrical

systems.

c. Indicate required installation sequences.

d. Indicate dimensions shown on the Drawings. Specifically note

dimensions that appear to be in conflict with submitted equipment

and minimum clearance requirements. Provide alternate sketches to

Architect indicating proposed resolution of such conflicts.

Minor dimension changes and difficult installations will not be

considered changes to the Contract.

7. Comply with shop drawing submittal requirements specified in Division

01 33 23 Section 1.5 "Submittal Preparation."

a. Coordination drawings are submitted for information only. They

will not be reviewed, except as described in section B.8

“Review”.

B. Coordination Drawing Organization: Organize coordination drawings as

follows:

1. Floor Plans: Show architectural and structural elements, and

mechanical, plumbing, fire-protection, fire-alarm, and electrical Work.

Supplement plan drawings with section drawings where required to

adequately represent the Work.

2. Indicate areas of conflict between light fixtures and other components.

3. Structural Penetrations: Indicate penetrations and openings required

for all disciplines.

4. Indicate slab edge locations and sizes and locations of embedded items

for metal fabrications, sleeves, anchor bolts, bearing plates, angles,

door floor closers, slab depressions for floor finishes, curbs and

housekeeping pads, and similar items.

5. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of existing and new ductwork and

piping, including insulation, bracing, flanges, and support

systems.

6. Electrical Work: Show the following:

a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in

diameter and larger.


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01 00 00 -31

b. Light fixture, exit light, emergency battery pack, smoke

detector, and other fire-alarm locations.

c. Panel board, switchboard, switchgear, transformer, automatic

transfer switches, and busway.

d. Location and size of pull boxes and junction boxes, dimensioned

from column center lines.

7. Fire-Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops,

and sprinkler heads.

8. Review: Architect will review coordination drawings to confirm that the

Work is being coordinated, but not for the details of the coordination,

which are Contractor's responsibility. If Architect determines that

coordination drawings are not being prepared in sufficient scope or

detail, or are otherwise deficient, Architect will so inform Contractor,

who shall make changes as directed and resubmit.

C. Coordination Digital Data Files: Prepare coordination digital data files

according to the following requirements:

1. File Preparation Format: DWG, operating in Microsoft Windows operating

system.

2. File Submittal Format: Submit coordination drawing files using Portable

Data File (PDF) format.

- - - E N D - - -


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01 32 16.15 - 1

SECTION 01 32 16.15

PROJECT SCHEDULES

PART 1- GENERAL

1.1 DESCRIPTION:

A. The Contractor shall develop a Critical Path Method (CPM) plan and

schedule demonstrating fulfillment of the contract requirements

(Project Schedule), and shall keep the Project Schedule up-to-date in

accordance with the requirements of this section and shall utilize the

plan for scheduling, coordinating and monitoring work under this

contract (including all activities of subcontractors, equipment vendors

and suppliers). Conventional Critical Path Method (CPM) technique shall

be utilized to satisfy both time and cost applications.

1.2 CONTRACTOR'S REPRESENTATIVE:

A. The Contractor shall designate an authorized representative responsible

for the Project Schedule including preparation, review and progress

reporting with and to the Contracting Officer's Representative (COTR).

B. The Contractor's representative shall have direct project control and

complete authority to act on behalf of the Contractor in fulfilling the

requirements of this specification section.

C. The Contractor’s representative shall have the option of developing the

project schedule within their organization or to engage the services of

an outside consultant. If an outside scheduling consultant is

utilized, Section 1.3 of this specification will apply.

1.3 CONTRACTOR'S CONSULTANT:

A. The Contractor shall submit a qualification proposal to the COTR,

within 10 days of bid acceptance. The qualification proposal shall

include:

1. The name and address of the proposed consultant.

2. Information to show that the proposed consultant has the

qualifications to meet the requirements specified in the preceding

paragraph.

3. A representative sample of prior construction projects, which the

proposed consultant has performed complete project scheduling

services. These representative samples shall be of similar size and

scope.

B. The Contracting Officer has the right to approve or disapprove the

proposed consultant, and will notify the Contractor of the VA decision

within seven calendar days from receipt of the qualification proposal.


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01 32 16.15 - 2

In case of disapproval, the Contractor shall resubmit another

consultant within 10 calendar days for renewed consideration. The

Contractor shall have their scheduling consultant approved prior to

submitting any schedule for approval.

1.4 COMPUTER PRODUCED SCHEDULES

A. The contractor shall provide monthly, to the Department of Veterans

Affairs (VA), all computer-produced time/cost schedules and reports

generated from monthly project updates. This monthly computer service

will include: three copies of up to five different reports (inclusive

of all pages) available within the user defined reports of the

scheduling software approved by the Contracting Officer; a hard copy

listing of all project schedule changes, and associated data, made at

the update and an electronic file of this data; and the resulting

monthly updated schedule in PDM format. These must be submitted with

and substantively support the contractor’s monthly payment request and

the signed look ahead report. The COTR shall identify the five

different report formats that the contractor shall provide.

B. The contractor shall be responsible for the correctness and timeliness

of the computer-produced reports. The Contractor shall also responsible

for the accurate and timely submittal of the updated project schedule

and all CPM data necessary to produce the computer reports and payment

request that is specified.

C. The VA will report errors in computer-produced reports to the

Contractor’s representative within ten calendar days from receipt of

reports. The Contractor shall reprocess the computer-produced reports

and associated diskette(s), when requested by the Contracting Officer’s

representative, to correct errors which affect the payment and schedule

for the project.

1.5 THE COMPLETE PROJECT SCHEDULE SUBMITTAL

A. Within 45 calendar days after receipt of Notice to Proceed, the

Contractor shall submit for the Contracting Officer's review; three

blue line copies of the interim schedule on sheets of paper 765 x 1070

mm (30 x 42 inches) and an electronic file in the previously approved

CPM schedule program. The submittal shall also include three copies of

a computer-produced activity/event ID schedule showing project

duration; phase completion dates; and other data, including event cost.

Each activity/event on the computer-produced schedule shall contain as

a minimum, but not limited to, activity/event ID, activity/event


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01 32 16.15 - 3

description, duration, budget amount, early start date, early finish

date, late start date, late finish date and total float. Work

activity/event relationships shall be restricted to finish-to-start or

start-to-start without lead or lag constraints. Activity/event date

constraints, not required by the contract, will not be accepted unless

submitted to and approved by the Contracting Officer. The contractor

shall make a separate written detailed request to the Contracting

Officer identifying these date constraints and secure the Contracting

Officer’s written approval before incorporating them into the network

diagram. The Contracting Officer’s separate approval of the Project

Schedule shall not excuse the contractor of this requirement. Logic

events (non-work) will be permitted where necessary to reflect proper

logic among work events, but must have zero duration. The complete

working schedule shall reflect the Contractor's approach to scheduling

the complete project. The final Project Schedule in its original form

shall contain no contract changes or delays which may have been

incurred during the final network diagram development period and shall

reflect the entire contract duration as defined in the bid documents.

These changes/delays shall be entered at the first update after the

final Project Schedule has been approved. The Contractor should provide

their requests for time and supporting time extension analysis for

contract time as a result of contract changes/delays, after this

update, and in accordance with Article, ADJUSTMENT OF CONTRACT

COMPLETION.

D. Within 30 calendar days after receipt of the complete project interim

Project Schedule and the complete final Project Schedule, the

Contracting Officer or his representative, will do one or both of the

following:

1. Notify the Contractor concerning his actions, opinions, and

objections.

2. A meeting with the Contractor at or near the job site for joint

review, correction or adjustment of the proposed plan will be

scheduled if required. Within 14 calendar days after the joint

review, the Contractor shall revise and shall submit three blue line

copies of the revised Project Schedule, three copies of the revised

computer-produced activity/event ID schedule and a revised

electronic file as specified by the Contracting Officer. The revised


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01 32 16.15 - 4

submission will be reviewed by the Contracting Officer and, if found

to be as previously agreed upon, will be approved.

E. The approved baseline schedule and the computer-produced schedule(s)

generated there from shall constitute the approved baseline schedule

until subsequently revised in accordance with the requirements of this

section.

F. The Complete Project Schedule shall contain approximately 50 work

activities/events.

1.6 WORK ACTIVITY/EVENT COST DATA

A. The Contractor shall cost load all work activities/events except

procurement activities. The cumulative amount of all cost loaded work

activities/events (including alternates) shall equal the total contract

price. Prorate overhead, profit and general conditions on all work

activities/events for the entire project length. The contractor shall

generate from this information cash flow curves indicating graphically

the total percentage of work activity/event dollar value scheduled to

be in place on early finish, late finish. These cash flow curves will

be used by the Contracting Officer to assist him in determining

approval or disapproval of the cost loading. Negative work

activity/event cost data will not be acceptable, except on VA issued

contract changes.

B. The Contractor shall cost load work activities/events for guarantee

period services, test, balance and adjust various systems in accordance

with the provisions in Article, FAR 52.232 – 5 (PAYMENT UNDER

FIXED-PRICE CONSTRUCTION CONTRACTS) and VAAR 852.236 – 83 (PAYMENT

UNDER FIXED-PRICE CONSTRUCTION CONTRACTS).

C. In accordance with FAR 52.236 – 1 (PERFORMANCE OF WORK BY THE

CONTRACTOR) and VAAR 852.236 – 72 (PERFORMANCE OF WORK BY THE

CONTRACTOR), the Contractor shall submit, simultaneously with the cost

per work activity/event of the construction schedule required by this

Section, a responsibility code for all activities/events of the project

for which the Contractor's forces will perform the work.

D. The Contractor shall cost load work activities/events for all BID ITEMS

including ASBESTOS ABATEMENT. The sum of each BID ITEM work shall equal

the value of the bid item in the Contractors' bid.


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1.7 PROJECT SCHEDULE REQUIREMENTS

A. Show on the project schedule the sequence of work activities/events

required for complete performance of all items of work. The Contractor

Shall:

1. Show activities/events as:

a. Contractor's time required for submittal of shop drawings,

templates, fabrication, delivery and similar pre-construction

work.

b. Contracting Officer's and Architect-Engineer's review and

approval of shop drawings, equipment schedules, samples,

template, or similar items.

c. Interruption of VA Facilities utilities, delivery of Government

furnished equipment, and rough-in drawings, project phasing and

any other specification requirements.

d. Test, balance and adjust various systems and pieces of equipment,

maintenance and operation manuals, instructions and preventive

maintenance tasks.

e. VA inspection and acceptance activity/event with a minimum

duration of five work days at the end of each phase and

immediately preceding any VA move activity/event required by the

contract phasing for that phase.

2. Show not only the activities/events for actual construction work for

each trade category of the project, but also trade relationships to

indicate the movement of trades from one area, floor, or building,

to another area, floor, or building, for at least five trades who

are performing major work under this contract.

3. Break up the work into activities/events of a duration no longer

than 20 work days each or one reporting period, except as to

non-construction activities/events (i.e., procurement of materials,

delivery of equipment, concrete and asphalt curing) and any other

activities/events for which the COTR may approve the showing of a

longer duration. The duration for VA approval of any required

submittal, shop drawing, or other submittals will not be less than

20 work days.

4. Describe work activities/events clearly, so the work is readily

identifiable for assessment of completion. Activities/events labeled

"start," "continue," or "completion," are not specific and will not

be allowed. Lead and lag time activities will not be acceptable.


VAMC Baltimore, MD

01 32 16.15 - 6

5. The schedule shall be generally numbered in such a way to reflect

either discipline, phase or location of the work.

B. The Contractor shall submit the following supporting data in addition

to the project schedule:

1. The appropriate project calendar including working days and

holidays.

2. The planned number of shifts per day.

3. The number of hours per shift.

Failure of the Contractor to include this data shall delay the review

of the submittal until the Contracting Officer is in receipt of the

missing data.

C. To the extent that the Project Schedule or any revised Project Schedule

shows anything not jointly agreed upon, it shall not be deemed to have

been approved by the COTR. Failure to include any element of work

required for the performance of this contract shall not excuse the

Contractor from completing all work required within any applicable

completion date of each phase regardless of the COTR’s approval of the

Project Schedule.

D. Compact Disk Requirements and CPM Activity/Event Record Specifications:

Submit to the VA an electronic file(s) containing one file of the data

required to produce a schedule, reflecting all the activities/events of

the complete project schedule being submitted.

1.8 PAYMENT TO THE CONTRACTOR:

A. Monthly, the contractor shall submit an application and certificate for

payment using // VA Form 10-6001a // or //the AIA application and

certificate for payment documents G702 & G703 // reflecting updated

schedule activities and cost data in accordance with the provisions of

the following Article, PAYMENT AND PROGRESS REPORTING, as the basis

upon which progress payments will be made pursuant to Article, FAR

52.232 – 5 (PAYMENT UNDER FIXED-PRICE CONSTRUCTION CONTRACTS) and VAAR

852.236 – 83 (PAYMENT UNDER FIXED-PRICE CONSTRUCTION CONTRACTS). The

Contractor shall be entitled to a monthly progress payment upon

approval of estimates as determined from the currently approved updated

project schedule. Monthly payment requests shall include: a listing of

all agreed upon project schedule changes and associated data; and an

electronic file (s) of the resulting monthly updated schedule.


VAMC Baltimore, MD

01 32 16.15 - 7

B. Approval of the Contractor’s monthly Application for Payment shall be

contingent, among other factors, on the submittal of a satisfactory

monthly update of the project schedule.

1.9 PAYMENT AND PROGRESS REPORTING

A. Monthly schedule update meetings will be held on dates mutually agreed

to by the COTR and the Contractor. Contractor and their CPM consultant

(if applicable) shall attend all monthly schedule update meetings. The

Contractor shall accurately update the Project Schedule and all other

data required and provide this information to the COTR three work days

in advance of the schedule update meeting. Job progress will be

reviewed to verify:

1. Actual start and/or finish dates for updated/completed

activities/events.

2. Remaining duration for each activity/event started, or scheduled to

start, but not completed.

3. Logic, time and cost data for change orders, and supplemental

agreements that are to be incorporated into the Project Schedule.

4. Changes in activity/event sequence and/or duration which have been

made, pursuant to the provisions of following Article, ADJUSTMENT OF

CONTRACT COMPLETION.

5. Completion percentage for all completed and partially completed

activities/events.

6. Logic and duration revisions required by this section of the

specifications.

7. Activity/event duration and percent complete shall be updated

independently.

B. After completion of the joint review, the contractor shall generate an

updated computer-produced calendar-dated schedule and supply the

Contracting Officer’s representative with reports in accordance with

the Article, COMPUTER PRODUCED SCHEDULES, specified.

C. After completing the monthly schedule update, the contractor’s

representative or scheduling consultant shall rerun all current period

contract change(s) against the prior approved monthly project schedule.

The analysis shall only include original workday durations and schedule

logic agreed upon by the contractor and resident engineer for the

contract change(s). When there is a disagreement on logic and/or

durations, the Contractor shall use the schedule logic and/or durations

provided and approved by the resident engineer. After each rerun


VAMC Baltimore, MD

01 32 16.15 - 8

update, the resulting electronic project schedule data file shall be

appropriately identified and submitted to the VA in accordance to the

requirements listed in articles 1.4 and 1.7. This electronic submission

is separate from the regular monthly project schedule update

requirements and shall be submitted to the resident engineer within

fourteen (14) calendar days of completing the regular schedule update.

Before inserting the contract changes durations, care must be taken to

ensure that only the original durations will be used for the analysis,

not the reported durations after progress. In addition, once the final

network diagram is approved, the contractor must recreate all manual

progress payment updates on this approved network diagram and

associated reruns for contract changes in each of these update periods

as outlined above for regular update periods. This will require

detailed record keeping for each of the manual progress payment

updates.

D. Following approval of the CPM schedule, the VA, the General Contractor,

its approved CPM Consultant, RE office representatives, and all

subcontractors needed, as determined by the SRE, shall meet to discuss

the monthly updated schedule. The main emphasis shall be to address

work activities to avoid slippage of project schedule and to identify

any necessary actions required to maintain project schedule during the

reporting period. The Government representatives and the Contractor

should conclude the meeting with a clear understanding of those work

and administrative actions necessary to maintain project schedule

status during the reporting period. This schedule coordination meeting

will occur after each monthly project schedule update meeting utilizing

the resulting schedule reports from that schedule update. If the

project is behind schedule, discussions should include ways to prevent

further slippage as well as ways to improve the project schedule

status, when appropriate.

1.10 RESPONSIBILITY FOR COMPLETION

A. If it becomes apparent from the current revised monthly progress

schedule that phasing or contract completion dates will not be met, the

Contractor shall execute some or all of the following remedial actions:

1. Increase construction manpower in such quantities and crafts as

necessary to eliminate the backlog of work.


VAMC Baltimore, MD

01 32 16.15 - 9

2. Increase the number of working hours per shift, shifts per working

day, working days per week, the amount of construction equipment, or

any combination of the foregoing to eliminate the backlog of work.

3. Reschedule the work in conformance with the specification

requirements.

B. Prior to proceeding with any of the above actions, the Contractor shall

notify and obtain approval from the COTR for the proposed schedule

changes. If such actions are approved, the representative schedule

revisions shall be incorporated by the Contractor into the Project

Schedule before the next update, at no additional cost to the

Government.

1.11 CHANGES TO THE SCHEDULE

A. Within 30 calendar days after VA acceptance and approval of any updated

project schedule, the Contractor shall submit a revised electronic file

(s) and a list of any activity/event changes including predecessors and

successors for any of the following reasons:

1. Delay in completion of any activity/event or group of

activities/events, which may be involved with contract changes,

strikes, unusual weather, and other delays will not relieve the

Contractor from the requirements specified unless the conditions are

shown on the CPM as the direct cause for delaying the project beyond

the acceptable limits.

2. Delays in submittals, or deliveries, or work stoppage are

encountered which make rescheduling of the work necessary.

3. The schedule does not represent the actual prosecution and progress

of the project.

4. When there is, or has been, a substantial revision to the

activity/event costs regardless of the cause for these revisions.

B. CPM revisions made under this paragraph which affect the previously

approved computer-produced schedules for Government furnished

equipment, vacating of areas by the VA Facility, contract phase(s) and

sub phase(s), utilities furnished by the Government to the Contractor,

or any other previously contracted item, shall be furnished in writing

to the Contracting Officer for approval.

C. Contracting Officer's approval for the revised project schedule and all

relevant data is contingent upon compliance with all other paragraphs

of this section and any other previous agreements by the Contracting

Officer or the VA representative.


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01 32 16.15 - 10

D. The cost of revisions to the project schedule resulting from contract

changes will be included in the proposal for changes in work as

specified in FAR 52.243 – 4 (Changes) and VAAR 852.236 – 88 (Changes –

Supplemental), and will be based on the complexity of the revision or

contract change, man hours expended in analyzing the change, and the

total cost of the change.

E. The cost of revisions to the Project Schedule not resulting from

contract changes is the responsibility of the Contractor.

1.12 ADJUSTMENT OF CONTRACT COMPLETION

A. The contract completion time will be adjusted only for causes specified

in this contract. Request for an extension of the contract completion

date by the Contractor shall be supported with a justification, CPM

data and supporting evidence as the COTR may deem necessary for

determination as to whether or not the Contractor is entitled to an

extension of time under the provisions of the contract. Submission of

proof based on revised activity/event logic, durations (in work days)

and costs is obligatory to any approvals. The schedule must clearly

display that the Contractor has used, in full, all the float time

available for the work involved in this request. The Contracting

Officer's determination as to the total number of days of contract

extension will be based upon the current computer-produced

calendar-dated schedule for the time period in question and all other

relevant information.

B. Actual delays in activities/events which, according to the computer-

produced calendar-dated schedule, do not affect the extended and

predicted contract completion dates shown by the critical path in the

network, will not be the basis for a change to the contract completion

date. The Contracting Officer will within a reasonable time after

receipt of such justification and supporting evidence, review the facts

and advise the Contractor in writing of the Contracting Officer's

decision.

C. The Contractor shall submit each request for a change in the contract

completion date to the Contracting Officer in accordance with the

provisions specified under FAR 52.243 – 4 (Changes) and VAAR 852.236 –

88 (Changes – Supplemental). The Contractor shall include, as a part of

each change order proposal, a sketch showing all CPM logic revisions,

duration (in work days) changes, and cost changes, for work in question


VAMC Baltimore, MD

01 32 16.15 - 11

and its relationship to other activities on the approved network

diagram.

D. All delays due to non-work activities/events such as RFI’s, WEATHER,

STRIKES, and similar non-work activities/events shall be analyzed on a

month by month basis.

- - - E N D - - -


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SECTION 01 33 23

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

PART 1 – GENERAL

1.1 DESCRIPTION

A. This specification defines the general requirements and procedures for

submittals. A submittal is information submitted for VA review to

establish compliance with the contract documents.

B. Detailed submittal requirements are found in the technical sections of

the contract specifications. The Contracting Officer may request

submittals in addition to those specified when deemed necessary to

adequately describe the work covered in the respective technical

specifications at no additional cost to the government.

C. VA approval of a submittal does not relieve the Contractor of the

responsibility for any error which may exist. The Contractor is

responsible for fully complying with all contract requirements and the

satisfactory construction of all work, including the need to check,

confirm, and coordinate the work of all subcontractors for the project.

Non-compliant material incorporated in the work will be removed and

replaced at the Contractor’s expense.

1.2 DEFINITIONS

A. Preconstruction Submittals: Submittals which are required prior to

issuing contract notice to proceed or starting construction. For

example, Certificates of insurance; Surety bonds; Site-specific safety

plan; Construction progress schedule; Schedule of values; Submittal

register; List of proposed subcontractors.

B. Shop Drawings: Drawings, diagrams, and schedules specifically prepared

to illustrate some portion of the work. Drawings prepared by or for

the Contractor to show how multiple systems and interdisciplinary work

will be integrated and coordinated.

C. Product Data: Catalog cuts, illustrations, schedules, diagrams,

performance charts, instructions, and brochures, which describe and

illustrate size, physical appearance, and other characteristics of

materials, systems, or equipment for some portion of the work. Samples

of warranty language when the contract requires extended product

warranties.


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01 33 23 - 2

D. Samples: Physical examples of materials, equipment, or workmanship that

illustrate functional and aesthetic characteristics of a material or

product and establish standards by which the work can be judged. Color

samples from the manufacturer's standard line (or custom color samples

if specified) to be used in selecting or approving colors for the

project. Field samples and mock-ups constructed to establish standards

by which the ensuing work can be judged.

E. Design Data: Calculations, mix designs, analyses, or other data

pertaining to a part of work.

F. Test Reports: Report which includes findings of a test required to be

performed by the Contractor on an actual portion of the work. Report

which includes finding of a test made at the job site or on sample taken

from the job site, on portion of work during or after installation.

G. Certificates: Document required of Contractor, or of a manufacturer,

supplier, installer, or subcontractor through Contractor. The purpose

is to document procedures, acceptability of methods, or personnel

qualifications for a portion of the work.

H. Manufacturer's Instructions: Pre-printed material describing

installation of a product, system, or material, including special

notices and MSDS concerning impedances, hazards, and safety precautions.

I. Manufacturer's Field Reports: Documentation of the testing and

verification actions taken by manufacturer's representative at the job

site on a portion of the work, during or after installation, to confirm

compliance with manufacturer's standards or instructions. The

documentation must indicate whether the material, product, or system has

passed or failed the test.

J. Operation and Maintenance Data: Manufacturer data that is required to

operate, maintain, troubleshoot, and repair equipment, including

manufacturer's help, parts list, and product line documentation. This

data shall be incorporated in an operations and maintenance manual.

K. Closeout Submittals: Documentation necessary to properly close out a

construction contract. For example, Record Drawings and as-built

drawings. Also, submittal requirements necessary to properly close out

a phase of construction on a multi-phase contract.

1.3 SUBMITTAL REGISTER

A. The submittal register will list items of equipment and materials for

which submittals are required by the specifications. This list may not


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be all inclusive and additional submittals may be required by the

specifications. The Contractor is not relieved from supplying

submittals required by the contract documents but which have been

omitted from the submittal register.

B. The submittal register will serve as a scheduling document for

submittals and will be used to control submittal actions throughout the

contract period.

C. The VA will provide the initial submittal register in electronic

format. Thereafter, the Contractor shall track all submittals by

maintaining a complete list, including completion of all data columns,

including dates on which submittals are received and returned by the

VA.

D. The Contractor shall update the submittal register as submittal actions

occur and maintain the submittal register at the project site until

final acceptance of all work by Contracting Officer.

E. The Contractor shall submit formal monthly updates to the submittal

register in electronic format. Each monthly update shall document

actual submission and approval dates for each submittal.

1.4 SUBMITTAL SCHEDULING

A. Submittals are to be scheduled, submitted, reviewed, and approved prior

to the acquisition of the material or equipment.

B. Coordinate scheduling, sequencing, preparing, and processing of

submittals with performance of work so that work will not be delayed by

submittal processing. Allow time for potential resubmittal.

C. No delay costs or time extensions will be allowed for time lost in late

submittals or resubmittals.

D. All submittals are required to be approved prior to the start of the

specified work activity.

1.5 SUBMITTAL PREPARATION

A. Each submittal is to be complete and in sufficient detail to allow ready

determination of compliance with contract requirements.

B. Collect required data for each specific material, product, unit of work,

or system into a single submittal. Prominently mark choices, options,

and portions applicable to the submittal. Partial submittals will not be

accepted for expedition of construction effort. Submittal will be

returned without review if incomplete.


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C. If available product data is incomplete, provide Contractor-prepared

documentation to supplement product data and satisfy submittal

requirements.

D. All irrelevant or unnecessary data shall be removed from the submittal

to facilitate accuracy and timely processing. Submittals that contain

the excessive amount of irrelevant or unnecessary data will be returned

with review.

E. Provide a transmittal form for each submittal with the following

information:

1. Project title, location and number.

2. Construction contract number.

3. Date of the drawings and revisions.

4. Name, address, and telephone number of subcontractor, supplier,

manufacturer, and any other subcontractor associated with the

submittal.

5. List paragraph number of the specification section and sheet number

of the contract drawings by which the submittal is required.

6. When a resubmission, add alphabetic suffix on submittal description.

For example, submittal 18 would become 18A, to indicate

resubmission.

7. Product identification and location in project.

F. The Contractor is responsible for reviewing and certifying that all

submittals are in compliance with contract requirements before

submitting for VA review. Proposed deviations from the contract

requirements are to be clearly identified. All deviations submitted must

include a side by side comparison of item being proposed against item

specified. Failure to point out deviations will result in the VA

requiring removal and replacement of such work at the Contractor's

expense.

G. Stamp, sign, and date each submittal transmittal form indicating action

taken.

H. Stamp used by the Contractor on the submittal transmittal form to certify

that the submittal meets contract requirements is to be similar to the

following:


VAMC Baltimore, MD

01 33 23 - 5

| CONTRACTOR |

| |

| (Firm Name) |

| |

| |

| |

| Approved |

| |

| |

| Approved with corrections as noted on submittal data and/or |

| attached sheets(s) |

| |

| |

| |

| SIGNATURE: |

| |

| TITLE: |

| |

| DATE: |

| |

| |

1.6 SUBMITTAL FORMAT AND TRANSMISSION

A. Provide submittals in electronic format, with the exception of material

samples. Use PDF as the electronic format, unless otherwise specified

or directed by the Contracting Officer.

B. Compile the electronic submittal file as a single, complete document.

Name the electronic submittal file specifically according to its

contents.

C. Electronic files must be of sufficient quality that all information is

legible. Generate PDF files from original documents so that the text

included in the PDF file is both searchable and can be copied. If

documents are scanned, Optical Character Resolution (OCR) routines are

required.


VAMC Baltimore, MD

01 33 23 - 6

D. All electronic documents should be sent through an FTP File Sharing

system. The Contractor is responsible for setting up, providing, and

maintaining this system for the duration of the contract.

E. Provide hard copies of submittals when requested by the Contracting

Officer. Up to 3 additional hard copies of any submittal may be

requested at the discretion of the Contracting Officer, at no additional

cost to the VA.

1.7 SAMPLES

A. Submit two sets of physical samples showing range of variation, for

each required item.

B. Where samples are specified for selection of color, finish, pattern, or

texture, submit the full set of available choices for the material or

product specified.

C. When color, texture, or pattern is specified by naming a particular

manufacturer and style, include one sample of that manufacturer and

style, for comparison.

D. Before submitting samples, the Contractor is to ensure that the

materials or equipment will be available in quantities required in the

project. No change or substitution will be permitted after a sample

has been approved.

E. The VA reserves the right to disapprove any material or equipment which

previously has proven unsatisfactory in service.

F. Physical samples supplied maybe requested back for use in the project

after reviewed and approved.

1.8 OPERATION AND MAINTENANCE DATA

A. Submit data specified for a given item within 30 calendar days after the

item is delivered to the contract site.

B. In the event the Contractor fails to deliver O&M Data within the time

limits specified, the Contracting Officer may withhold from progress

payments 50 percent of the price of the item with which such O&M Data

are applicable.

1.9 TEST REPORTS

SRE may require specific test after work has been installed or

completed which could require contractor to repair test area at no

additional cost to contract.


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01 33 23 - 7

1.10 VA REVIEW OF SUBMITTALS AND RFIS

A. The VA will review all submittals for compliance with the technical

requirements of the contract documents. The Architect-Engineer for this

project will assist the VA in reviewing all submittals and determining

contractual compliance. Review will be only for conformance with the

applicable codes, standards and contract requirements.

B. Period of review for submittals begins when the VA COR receives

submittal from the Contractor.

C. Period of review for each resubmittal is the same as for initial

submittal.

D. VA review period is 15 working days for submittals.

E. VA review period is 10 working days for RFIs.

F. The VA will return submittals to the Contractor with the following

notations:

1. "Approved": authorizes the Contractor to proceed with the work

covered.

2. "Approved as noted": authorizes the Contractor to proceed with the

work covered provided the Contractor incorporates the noted comments

and makes the noted corrections.

3. "Disapproved, revise and resubmit": indicates noncompliance with

the contract requirements or that submittal is incomplete. Resubmit

with appropriate changes and corrections. No work shall proceed for

this item until resubmittal is approved.

4. "Not reviewed": indicates submittal does not have evidence of being

reviewed and approved by Contractor or is not complete. A submittal

marked "not reviewed" will be returned with an explanation of the

reason it is not reviewed. Resubmit submittals after taking

appropriate action.

1.11 APPROVED SUBMITTALS

A. The VA approval of submittals is not to be construed as a complete

check, and indicates only that the general method of construction,

materials, detailing, and other information are satisfactory.

B. VA approval of a submittal does not relieve the Contractor of the

responsibility for any error which may exist. The Contractor is

responsible for fully complying with all contract requirements and the

satisfactory construction of all work, including the need to check,

confirm, and coordinate the work of all subcontractors for the project.


VAMC Baltimore, MD

01 33 23 - 8

Non-compliant material incorporated in the work will be removed and

replaced at the Contractor’s expense.

C. After submittals have been approved, no resubmittal for the purpose of

substituting materials or equipment will be considered unless

accompanied by an explanation of why a substitution is necessary.

D. Retain a copy of all approved submittals at project site, including

approved samples.

1.12 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if

required approvals have not been obtained.

- - - E N D - - -


VAMC Baltimore, MD

SECTION 01 35 26 SAFETY REQUIREMENTS

1.1 APPLICABLE PUBLICATIONS: A. Latest publications listed below form part of this Article to extent

referenced. Publications are referenced in text by basic designations

only.

B. American Society of Safety Engineers (ASSE):

A10.1-2011...........Pre-Project & Pre-Task Safety and Health

Planning

A10.34-2012..........Protection of the Public on or Adjacent to

Construction Sites

A10.38-2013..........Basic Elements of an Employer’s Program to

Provide a Safe and Healthful Work Environment

American National Standard Construction and

Demolition Operations

C. American Society for Testing and Materials (ASTM): E84-2013.............Surface Burning Characteristics of Building

Materials

D. The Facilities Guidelines Institute (FGI):

FGI Guidelines-2010Guidelines for Design and Construction of

Healthcare Facilities

E. National Fire Protection Association (NFPA):

10-2013..............Standard for Portable Fire Extinguishers

30-2012..............Flammable and Combustible Liquids Code

51B-2014.............Standard for Fire Prevention During Welding,

Cutting and Other Hot Work

70-2014..............National Electrical Code

70B-2013.............Recommended Practice for Electrical Equipment

Maintenance

70E-2015 ............Standard for Electrical Safety in the Workplace

99-2012..............Health Care Facilities Code

241-2013.............Standard for Safeguarding Construction,

Alteration, and Demolition Operations

F. The Joint Commission (TJC)

TJC Manual ..........Comprehensive Accreditation and Certification

Manual

G. U.S. Nuclear Regulatory Commission

10 CFR 20 ...........Standards for Protection Against Radiation

H. U.S. Occupational Safety and Health Administration (OSHA):

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VAMC Baltimore, MD

29 CFR 1904 .........Reporting and Recording Injuries & Illnesses

29 CFR 1910 .........Safety and Health Regulations for General

Industry

29 CFR 1926 .........Safety and Health Regulations for Construction

Industry

CPL 2-0.124..........Multi-Employer Citation Policy

I. VHA Directive 2005-007 1.2 DEFINITIONS:

A. Critical Lift. A lift with the hoisted load exceeding 75% of the

crane’s maximum capacity; lifts made out of the view of the operator

(blind picks); lifts involving two or more cranes; personnel being

hoisted; and special hazards such as lifts over occupied facilities,

loads lifted close to power-lines, and lifts in high winds or where

other adverse environmental conditions exist; and any lift which the

crane operator believes is critical.

B. OSHA “Competent Person” (CP). One who is capable of identifying existing

and predictable hazards in the surroundings and working conditions which

are unsanitary, hazardous or dangerous to employees, and who has the

authorization to take prompt corrective measures to eliminate them (see 29

CFR 1926.32(f)).

C. "Qualified Person" means one who, by possession of a recognized degree,

certificate, or professional standing, or who by extensive knowledge,

training and experience, has successfully demonstrated his ability to

solve or resolve problems relating to the subject matter, the work, or

the project.

D. High Visibility Accident. Any mishap which may generate publicity or

high visibility.

E. Accident/Incident Criticality Categories:

No impact – near miss incidents that should be investigated but are not

required to be reported to the VA;

Minor incident/impact – incidents that require first aid or result in

minor equipment damage (less than $5000). These incidents must be

investigated but are not required to be reported to the VA;

Moderate incident/impact – Any work-related injury or illness that

results in:

1. Days away from work (any time lost after day of

injury/illness onset);

2. Restricted work;

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VAMC Baltimore, MD

3. Transfer to another job;

4. Medical treatment beyond first aid;

5. Loss of consciousness;

6. A significant injury or illness diagnosed by a physician or

other licensed health care professional, even if it did not

result in (1) through (5) above or,

7. any incident that leads to major equipment damage (greater

than $5000).

These incidents must be investigated and are required to be reported to

the VA;

Major incident/impact – Any mishap that leads to fatalities,

hospitalizations, amputations, and losses of an eye as a result of

contractors’ activities. Or any incident which leads to major property

damage (greater than $20,000) and/or may generate publicity or high

visibility. These incidents must be investigated and are required to be

reported to the VA as soon as practical, but not later than 2 hours

after the incident.

F. Medical Treatment. Treatment administered by a physician or by

registered professional personnel under the standing orders of a

physician. Medical treatment does not include first aid treatment even

through provided by a physician or registered personnel.

1.3 REGULATORY REQUIREMENTS: A. In addition to the detailed requirements included in the provisions of

this contract, comply with 29 CFR 1926, comply with 29 CFR 1910 as

incorporated by reference within 29 CFR 1926, comply with ASSE A10.34,

and all applicable federal, state, and local laws, ordinances,

criteria, rules and regulations . Submit matters of interpretation of

standards for resolution before starting work. Where the requirements

of this specification, applicable laws, criteria, ordinances,

regulations, and referenced documents vary, the most stringent

requirements govern except with specific approval and acceptance by the

Resident Engineer and Facility Safety Officer or Contracting Officer

Representative or Government Designated Authority.

1.4 ACCIDENT PREVENTION PLAN (APP): A. The APP (aka Construction Safety & Health Plan) shall interface with

the Contractor's overall safety and health program. Include any

portions of the Contractor's overall safety and health program

referenced in the APP in the applicable APP element and ensure it is

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VAMC Baltimore, MD

site-specific. The Government considers the Prime Contractor to be the

"controlling authority" for all worksite safety and health of each

subcontractor(s). Contractors are responsible for informing their

subcontractors of the safety provisions under the terms of the contract

and the penalties for noncompliance, coordinating the work to prevent

one craft from interfering with or creating hazardous working

conditions for other crafts, and inspecting subcontractor operations to

ensure that accident prevention responsibilities are being carried out.

B. The APP shall be prepared as follows: 1. Written in English by a qualified person who is employed by the

Prime Contractor articulating the specific work and hazards

pertaining to the contract (model language can be found in ASSE

A10.33). Specifically articulating the safety requirements found

within these VA contract safety specifications.

2. Address both the Prime Contractors and the subcontractors work

operations.

3. State measures to be taken to control hazards associated with materials, services, or equipment provided by suppliers.

4. Address all the elements/sub-elements and in order as follows: a. SIGNATURE SHEET. Title, signature, and phone number of the

following:

1) Plan preparer (Qualified Person such as corporate safety staff

person or contracted Certified Safety Professional with

construction safety experience);

2) Plan approver (company/corporate officers authorized to

obligate the company);

3) Plan concurrence (e.g., Chief of Operations, Corporate Chief

of Safety, Corporate Industrial Hygienist, project manager or

superintendent, project safety professional). Provide

concurrence of other applicable corporate and project

personnel (Contractor).

b. BACKGROUND INFORMATION. List the following:

1) Contractor;

2) Contract number;

3) Project name;

4) Brief project description, description of work to be

performed, and location; phases of work anticipated (these

will require an AHA).

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VAMC Baltimore, MD

c. STATEMENT OF SAFETY AND HEALTH POLICY. Provide a copy of current

corporate/company Safety and Health Policy Statement, detailing

commitment to providing a safe and healthful workplace for all

employees. The Contractor’s written safety program goals,

objectives, and accident experience goals for this contract

should be provided.

d. RESPONSIBILITIES AND LINES OF AUTHORITIES. Provide the following:

1) A statement of the employer’s ultimate responsibility for the

implementation of his SOH program;

2) Identification and accountability of personnel responsible for

safety at both corporate and project level. Contracts

specifically requiring safety or industrial hygiene personnel

shall include a copy of their resumes.

3) The names of Competent and/or Qualified Person(s) and proof of

competency/qualification to meet specific OSHA

Competent/Qualified Person(s) requirements must be attached.;

4) Requirements that no work shall be performed unless a

designated competent person is present on the job site;

5) Requirements for pre-task Activity Hazard Analysis (AHAs);

6) Lines of authority;

7) Policies and procedures regarding noncompliance with safety

requirements (to include disciplinary actions for violation of

safety requirements) should be identified;

e. SUBCONTRACTORS AND SUPPLIERS. If applicable, provide procedures

for coordinating SOH activities with other employers on the job

site:

1) Identification of subcontractors and suppliers (if known);

2) Safety responsibilities of subcontractors and suppliers.

f. TRAINING.

1) Site-specific SOH orientation training at the time of initial

hire or assignment to the project for every employee before

working on the project site is required.

2) Mandatory training and certifications that are applicable to

this project (e.g., explosive actuated tools, crane operator,

rigger, crane signal person, fall protection, electrical

lockout/NFPA 70E, machine/equipment lockout, confined space,

etc…) and any requirements for periodic

retraining/recertification are required.

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VAMC Baltimore, MD

3) Procedures for ongoing safety and health training for

supervisors and employees shall be established to address

changes in site hazards/conditions.

4) OSHA 10-hour training is required for all workers on site and

the OSHA 30-hour training is required for Trade Competent

Persons (CPs)

g. SAFETY AND HEALTH INSPECTIONS.

1) Specific assignment of responsibilities for a minimum daily

job site safety and health inspection during periods of work

activity: Who will conduct (e.g., “Site Safety and Health

CP”), proof of inspector’s training/qualifications, when

inspections will be conducted, procedures for documentation,

deficiency tracking system, and follow-up procedures.

2) Any external inspections/certifications that may be required

(e.g., contracted CSP or CSHT)

h. ACCIDENT/INCIDENT INVESTIGATION & REPORTING. The Contractor shall

conduct mishap investigations of all Moderate and Major as well

as all High Visibility Incidents. The APP shall include

accident/incident investigation procedure and identify person(s)

responsible to provide the following to the Project Manager and

Facility Safety Officer or Contracting Officer Representative:

1) Exposure data (man-hours worked);

2) Accident investigation reports;

3) Project site injury and illness logs.

i. PLANS (PROGRAMS, PROCEDURES) REQUIRED. Based on a risk assessment

of contracted activities and on mandatory OSHA compliance

programs, the Contractor shall address all applicable

occupational, patient, and public safety risks in site-specific

compliance and accident prevention plans. These Plans shall

include but are not be limited to procedures for addressing the

risks associates with the following:

1) Emergency response;

2) Contingency for severe weather;

3) Fire Prevention;

4) Medical Support;

5) Posting of emergency telephone numbers;

6) Prevention of alcohol and drug abuse;

7) Site sanitation(housekeeping, drinking water, toilets);

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VAMC Baltimore, MD

8) Night operations and lighting;

9) Hazard communication program;

10) Welding/Cutting “Hot” work;

11) Electrical Safe Work Practices (Electrical LOTO/NFPA 70E);

12) General Electrical Safety;

13) Hazardous energy control (Machine LOTO);

14) Site-Specific Fall Protection & Prevention;

15) Excavation/trenching;

16) Asbestos abatement;

17) Lead abatement;

18) Crane Critical lift;

19) Respiratory protection;

20) Health hazard control program;

21) Radiation Safety Program;

22) Abrasive blasting;

23) Heat/Cold Stress Monitoring;

24) Crystalline Silica Monitoring (Assessment);

25) Demolition plan (to include engineering survey);

26) Formwork and shoring erection and removal;

27) PreCast Concrete;

28) Public (Mandatory compliance with ANSI/ASSE A10.34-2012).

C. Submit the APP to the Contracting Officer Representative for review for

compliance with contract requirements in accordance with Section 01 33

23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 15 calendar days prior to

the date of the preconstruction conference for acceptance. Work cannot

proceed without an accepted APP.

D. Once accepted by the Contracting Officer Representative, the APP and

attachments will be enforced as part of the contract. Disregarding the

provisions of this contract or the accepted APP will be cause for

stopping of work, at the discretion of the Contracting Officer in

accordance with FAR Clause 52.236-13, Accident Prevention, until the

matter has been rectified.

E. Once work begins, changes to the accepted APP shall be made with the

knowledge and concurrence of the Resident Engineer, project

superintendent, project overall designated OSHA Competent Person, and

facility Safety Officer , Contracting Officer Representative or

Government Designated Authority. Should any severe hazard exposure,

i.e. imminent danger, become evident, stop work in the area, secure the

01 35 26 -7


VAMC Baltimore, MD

area, and develop a plan to remove the exposure and control the hazard.

Notify the Contracting Officer within 24 hours of discovery.

Eliminate/remove the hazard. In the interim, take all necessary action

to restore and maintain safe working conditions in order to safeguard

onsite personnel, visitors, the public and the environment.

1.5 ACTIVITY HAZARD ANALYSES (AHAS): A. AHAs are also known as Job Hazard Analyses, Job Safety Analyses, and

Activity Safety Analyses. Before beginning each work activity

involving a type of work presenting hazards not experienced in previous

project operations or where a new work crew or sub-contractor is to

perform the work, the Contractor(s) performing that work activity shall

prepare an AHA (Example electronic AHA forms can be found on the US

Army Corps of Engineers web site)

B. AHAs shall define the activities being performed and identify the work sequences, the specific anticipated hazards, site conditions,

equipment, materials, and the control measures to be implemented to

eliminate or reduce each hazard to an acceptable level of risk.

C. Work shall not begin until the AHA for the work activity has been

accepted by the Facility Safety Officer or Contracting Officer

Representative and discussed with all engaged in the activity,

including the Contractor, subcontractor(s), and Government on-site

representatives at preparatory and initial control phase meetings.

1. The names of the Competent/Qualified Person(s) required for a

particular activity (for example, excavations, scaffolding, fall

protection, other activities as specified by OSHA and/or other State

and Local agencies) shall be identified and included in the AHA.

Certification of their competency/qualification shall be submitted

to the Government Designated Authority (GDA) for acceptance prior to

the start of that work activity.

2. The AHA shall be reviewed and modified as necessary to address

changing site conditions, operations, or change of

competent/qualified person(s).

a. If more than one Competent/Qualified Person is used on the AHA

activity, a list of names shall be submitted as an attachment to

the AHA. Those listed must be Competent/Qualified for the type of

work involved in the AHA and familiar with current site safety

issues.

01 35 26 -8


VAMC Baltimore, MD

b. If a new Competent/Qualified Person (not on the original list) is

added, the list shall be updated (an administrative action not

requiring an updated AHA). The new person shall acknowledge in

writing that he or she has reviewed the AHA and is familiar with

current site safety issues.

3. Submit AHAs to the Contracting Officer Representative for review for

compliance with contract requirements in accordance with Section 01

33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES for review at least

15 calendar days prior to the start of each phase. Subsequent AHAs

as shall be formatted as amendments to the APP. The analysis should

be used during daily inspections to ensure the implementation and

effectiveness of the activity's safety and health controls.

4. The AHA list will be reviewed periodically (at least monthly) at the

Contractor supervisory safety meeting and updated as necessary when

procedures, scheduling, or hazards change.

5. Develop the activity hazard analyses using the project schedule as

the basis for the activities performed. All activities listed on the

project schedule will require an AHA. The AHAs will be developed by

the contractor, supplier, or subcontractor and provided to the prime

contractor for review and approval and then submitted to the

Contracting Officer Representative.

1.6 PRECONSTRUCTION CONFERENCE: A. Contractor representatives who have a responsibility or significant

role in implementation of the accident prevention program, as required

by 29 CFR 1926.20(b)(1), on the project shall attend the

preconstruction conference to gain a mutual understanding of its

implementation. This includes the project superintendent, subcontractor

superintendents, and any other assigned safety and health

professionals.

B. Discuss the details of the submitted APP to include incorporated plans,

programs, procedures and a listing of anticipated AHAs that will be

developed and implemented during the performance of the contract. This

list of proposed AHAs will be reviewed at the conference and an

agreement will be reached between the Contractor and the Contracting

Officer's representative as to which phases will require an analysis.

In addition, establish a schedule for the preparation, submittal,

review, and acceptance of AHAs to preclude project delays.

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C.Deficiencies in the submitted APP will be brought to the attention of

the Contractor within 14 days of submittal, and the Contractor shall

revise the plan to correct deficiencies and re-submit it for

acceptance. Do not begin work until there is an accepted APP.

1.7 “SITE SAFETY AND HEALTH OFFICER” (SSHO) AND “COMPETENT PERSON” (CP): A. The Prime Contractor shall designate a minimum of one SSHO at each

project site that will be identified as the SSHO to administer the

Contractor's safety program and government-accepted Accident Prevention

Plan. Each subcontractor shall designate a minimum of one CP in

compliance with 29 CFR 1926.20 (b)(2) that will be identified as a CP

to administer their individual safety programs.

B. Further, all specialized Competent Persons for the work crews will be supplied by the respective contractor as required by 29 CFR 1926 (i.e.

Asbestos, Electrical, Cranes, & Derricks, Demolition, Fall Protection,

Fire Safety/Life Safety, Ladder, Rigging, Scaffolds, and

Trenches/Excavations).

C. These Competent Persons can have collateral duties as the subcontractor’s superintendent and/or work crew lead persons as well as

fill more than one specialized CP role (i.e. Asbestos, Electrical,

Cranes, & Derricks, Demolition, Fall Protection, Fire Safety/Life

Safety, Ladder, Rigging, Scaffolds, and Trenches/Excavations).

D. The SSHO or an equally-qualified Designated Representative/alternate will maintain a presence on the site during construction operations in

accordance with FAR Clause 52.236-6: Superintendence by the Contractor.

CPs will maintain presence during their construction activities in

accordance with above mentioned clause. A listing of the designated

SSHO and all known CPs shall be submitted prior to the start of work as

part of the APP with the training documentation and/or AHA as listed in

Section 1.8 below.

E. The repeated presence of uncontrolled hazards during a contractor’s

work operations will result in the designated CP as being deemed

incompetent and result in the required removal of the employee in

accordance with FAR Clause 52.236-5: Material and Workmanship,

Paragraph (c).

1.8 TRAINING: A. The designated Prime Contractor SSHO must meet the requirements of all

applicable OSHA standards and be capable (through training, experience,

and qualifications) of ensuring that the requirements of 29 CFR 1926.16

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and other appropriate Federal, State and local requirements are met for

the project. As a minimum the SSHO must have completed the OSHA 30-hour

Construction Safety class and have five (5) years of construction

industry safety experience or three (3) years if he/she possesses a

Certified Safety Professional (CSP) or certified Construction Safety

and Health Technician (CSHT) certification or have a safety and health

degree from an accredited university or college.

B. All designated CPs shall have completed the OSHA 30-hour Construction

Safety course within the past 5 years.

C. In addition to the OSHA 30 Hour Construction Safety Course, all CPs

with high hazard work operations such as operations involving asbestos,

electrical, cranes, demolition, work at heights/fall protection, fire

safety/life safety, ladder, rigging, scaffolds, and

trenches/excavations shall have a specialized formal course in the

hazard recognition & control associated with those high hazard work

operations. Documented “repeat” deficiencies in the execution of safety

requirements will require retaking the requisite formal course.

D. All other construction workers shall have the OSHA 10-hour Construction

Safety Outreach course and any necessary safety training to be able to

identify hazards within their work environment.

E. Submit training records associated with the above training requirements

to the Contracting Officer Representative for review for compliance

with contract requirements in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA AND SAMPLES 15 calendar days prior to the date

of the preconstruction conference for acceptance.

F. Prior to any worker for the contractor or subcontractors beginning

work, they shall undergo a safety briefing provided by the SSHO or

his/her designated representative. As a minimum, this briefing shall

include information on the site-specific hazards, construction limits,

VAMC safety guidelines, means of egress, break areas, work hours,

locations of restrooms, use of VAMC equipment, emergency procedures,

accident reporting, etc... Documentation shall be provided to the

Resident Engineer that individuals have undergone contractor’s safety

briefing.

G. Ongoing safety training will be accomplished in the form of weekly

documented safety meeting.

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VAMC Baltimore, MD

1.9 INSPECTIONS: A. The SSHO shall conduct frequent and regular safety inspections (daily)

of the site and each of the subcontractors CPs shall conduct frequent

and regular safety inspections (daily) of the their work operations as

required by 29 CFR 1926.20(b)(2). Each week, the SSHO shall conduct a

formal documented inspection of the entire construction areas with the

subcontractors’ “Trade Safety and Health CPs” present in their work

areas. Coordinate with, and report findings and corrective actions

weekly to the Contracting Officer Representative.

B. A Certified Safety Professional (CSP) with specialized knowledge in

construction safety or a certified Construction Safety and Health

Technician (CSHT) shall randomly conduct a monthly site safety

inspection. The CSP or CSHT can be a corporate safety professional or

independently contracted. The CSP or CSHT will provide their

certificate number on the required report for verification as

necessary.

1. Results of the inspection will be documented with tracking of the

identified hazards to abatement.

2. The Contracting Officer Representative will be notified immediately

prior to start of the inspection and invited to accompany the

inspection.

3. Identified hazard and controls will be discussed to come to a mutual

understanding to ensure abatement and prevent future reoccurrence.

4. A report of the inspection findings with status of abatement will be

provided to the Contracting Officer Representative within one week

of the onsite inspection.

1.10 ACCIDENTS, OSHA 300 LOGS, AND MAN-HOURS: A. The prime contractor shall establish and maintain an accident

reporting, recordkeeping, and analysis system to track and analyze all

injuries and illnesses, high visibility incidents, and accidental

property damage (both government and contractor) that occur on site.

Notify the Contracting Officer Representative as soon as practical, but

no more than four hours after any accident meeting the definition of a

Moderate or Major incidents, High Visibility Incidents, , or any

weight handling and hoisting equipment accident. Within notification

include contractor name; contract title; type of contract; name of

activity, installation or location where accident occurred; date and

time of accident; names of personnel injured; extent of property

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VAMC Baltimore, MD

damage, if any; extent of injury, if known, and brief description of

accident (to include type of construction equipment used, PPE used,

etc.). Preserve the conditions and evidence on the accident site until

the Facility Safety Officer or Contracting Officer Representative

determine whether a government investigation will be conducted.

B. Conduct an accident investigation for all Minor, Moderate and Major

incidents as defined in paragraph DEFINITIONS, and property damage

accidents resulting in at least $20,000 in damages, to establish the

root cause(s) of the accident. Complete the VA Form 2162 (or

equivalent), and provide the report to the Contracting Officer

Representative within 5 calendar days of the accident. The Contracting

Officer Representative will provide copies of any required or special

forms.

C. A summation of all man-hours worked by the contractor and associated

sub-contractors for each month will be reported to the Contracting

Officer Representative monthly.

D. A summation of all Minor, Moderate, and Major incidents experienced on

site by the contractor and associated sub-contractors for each month

will be provided to the Contracting Officer Representative monthly.

The contractor and associated sub-contractors’ OSHA 300 logs will be

made available to the Contracting Officer Representative as requested.

1.11 PERSONAL PROTECTIVE EQUIPMENT (PPE): A. PPE is governed in all areas by the nature of the work the employee is

performing. For example, specific PPE required for performing work on

electrical equipment is identified in NFPA 70E, Standard for Electrical

Safety in the Workplace.

B. Mandatory PPE includes: 1. Hard Hats – unless written authorization is given by the Contracting

Officer Representative in circumstances of work operations that have

limited potential for falling object hazards such as during

finishing work or minor remodeling. With authorization to relax the

requirement of hard hats, if a worker becomes exposed to an overhead

falling object hazard, then hard hats would be required in

accordance with the OSHA regulations.

2. Safety glasses - unless written authorization is given by the

Contracting Officer Representative in circumstances of no eye

hazards, appropriate safety glasses meeting the ANSI Z.87.1 standard

must be worn by each person on site.

01 35 26 -13


VAMC Baltimore, MD

3. Appropriate Safety Shoes – based on the hazards present, safety

shoes meeting the requirements of ASTM F2413-11 shall be worn by

each person on site unless written authorization is given by the

Contracting Officer Representative in circumstances of no foot

hazards.

4. Hearing protection - Use personal hearing protection at all times in

designated noise hazardous areas or when performing noise hazardous

tasks.

1.12 INFECTION CONTROL

A. Infection Control is critical in all medical center facilities.

Interior construction activities causing disturbance of existing dust,

or creating new dust, must be conducted within ventilation-controlled

areas that minimize the flow of airborne particles into patient areas.

Exterior construction activities causing disturbance of soil or creates

dust in some other manner must be controlled. B. An AHA associated with infection control will be performed by VA

personnel in accordance with FGI Guidelines (i.e. Infection Control

Risk Assessment (ICRA)). The ICRA procedure found on the American

Society for Healthcare Engineering (ASHE) website will be utilized.

Risk classifications of Class II or lower will require approval by the

Resident Engineer and Facility Safety Officer and/or Contracting

Officer Representative before beginning any construction work. Risk

classifications of Class III or higher will require a permit before

beginning any construction work. Infection Control permits will be

issued by the Project Engineer. The Infection Control Permits will be

posted outside the appropriate construction area. More than one permit

may be issued for a construction project if the work is located in

separate areas requiring separate classes. The primary project scope

area for this project is: Class [____}, however, work outside the

primary project scope area may vary. The designated VA Infections

Office will provide the classification at the request of the Contractor

after Kickoff meeting. The required infection control precautions with

each class are as follows:

1. Class I requirements:

a. During Construction Work:

1) Notify the Resident Engineer and Facility Safety Officer

and/or Contracting Officer Representative or Government

Designated Authority.

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VAMC Baltimore, MD

2) Execute work by methods to minimize raising dust from

construction operations.

3) Ceiling tiles: Immediately replace a ceiling tiles displaced

for visual inspection.

b. Upon Completion:

1) Clean work area upon completion of task




2. Class II requirements:





2) Provide active means to prevent airborne dust from dispersing

into atmosphere such as wet methods or tool mounted dust

collectors where possible.

3) Water mist work surfaces to control dust while cutting.

4) Seal unused doors with duct tape.

5) Block off and seal air vents.

6) Remove or isolate HVAC system in areas where work is being

performed.

b. Upon Completion:

1) Wipe work surfaces with cleaner/disinfectant.

2) Contain construction waste before transport in tightly covered

containers.

3) Wet mop and/or vacuum with HEPA filtered vacuum before leaving

work area.

4) Upon completion, restore HVAC system where work was performed




3. Class III requirements:


1) Obtain permit from the Resident Engineer and Facility

SafetyOfficer and/or Contracting Officer Representative or

Government Designated Authority.

01 35 26 -15


VAMC Baltimore, MD

2) Remove or Isolate HVAC system in area where work is being done

to prevent contamination of duct system.

3) 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 sealed connection

to work site with HEPA vacuum for vacuuming prior to exit)

before construction begins. Install construction barriers and

ceiling protection carefully, outside of normal work hours.

4) Maintain negative air pressure, 0.01 inches of water gauge,

within work site utilizing HEPA equipped air filtration units

and continuously monitored with a digital display, recording

and alarm instrument, which must be calibrated on

installation, maintained with periodic calibration and

monitored by the contractor.


containers.

6) Cover transport receptacles or carts. Tape covering unless

solid lid.

b. Upon Completion:

1) Do not remove barriers from work area until completed project

is inspected by the Resident Engineer and Facility Safety

Officer and/or Contracting Officer Representative or

Government Designated Authority and thoroughly cleaned by the

VA Environmental Services Department.

2) Remove construction barriers and ceiling protection carefully

to minimize spreading of dirt and debris associated with

construction, outside of normal work hours.

3) Vacuum work area with HEPA filtered vacuums.

4) Wet mop area with cleaner/disinfectant.

5) Upon completion, restore HVAC system where work was performed.

6) Return permit to the Resident Engineer and Facility Safety



4. Class IV requirements:


1) Obtain permit from the Resident Engineer and Facility Safety

Officerand/or Contracting Officer Representative or


01 35 26 -16


VAMC Baltimore, MD

2) Isolate HVAC system in area where work is being done to

prevent contamination of duct system.

3) 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 sealed connection

to work site with HEPA vacuum for vacuuming prior to exit)

before construction begins. Install construction barriers and

ceiling protection carefully, outside of normal work hours.

4) Maintain negative air pressure, 0.01 inches of water gauge,

within work site utilizing HEPA equipped air filtration units

and continuously monitored with a digital display, recording

and alarm instrument, which must be calibrated on

installation, maintained with periodic calibration and

monitored by the contractor.5) Seal holes, pipes, conduits,

and punctures.

6) Construct anteroom and require all personnel to pass through

this room so they can be vacuumed using a HEPA vacuum cleaner

before leaving work site or they can wear cloth or paper

coveralls that are removed each time they leave work site.

7) All personnel entering work site are required to wear shoe

covers. Shoe covers must be changed each time the worker

exits the work area.

b. Upon Completion:

1) Do not remove barriers from work area until completed project

is inspected by the Resident Engineer and Facility Safety


Government Designated Authority with thorough cleaning by the

VA Environmental Services Dept.

2) Remove construction barriers and ceiling protection carefully

to minimize spreading of dirt and debris associated with

construction, outside of normal work hours.


containers.

4) Cover transport receptacles or carts. Tape covering unless

solid lid.

5) Vacuum work area with HEPA filtered vacuums.

6) Wet mop area with cleaner/disinfectant.

7) Upon completion, restore HVAC system where work was performed.

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VAMC Baltimore, MD

8) Return permit to the Resident Engineer and Facility Safety



C. Barriers shall be erected as required based upon classification (Class III & IV requires barriers) and shall be constructed as follows:

1. Class III and IV - closed door with masking tape applied over the

frame and door is acceptable for projects that can be contained in a

single room.

2. Construction, demolition or reconstruction not capable of

containment within a single room must have the following barriers

erected and made presentable on hospital occupied side:

a. Class III & IV (where dust control is the only hazard, and an

agreement is reached with the Resident Engineer and Medical

Center) - Airtight plastic barrier that extends from the floor to

ceiling. Seams must be sealed with duct tape to prevent dust and

debris from escaping

b. Class III & IV - Drywall barrier erected with joints covered or

sealed to prevent dust and debris from escaping.

c. Class III & IV - Seal all penetrations in existing barrier

airtight

d. Class III & IV - Barriers at penetration of ceiling envelopes,

chases and ceiling spaces to stop movement air and debris

e. Class IV only - Anteroom or double entrance openings that allow

workers to remove protective clothing or vacuum off existing

clothing

f. Class III & IV - At elevators shafts or stairways within the

field of construction, overlapping flap minimum of two feet wide

of polyethylene enclosures for personnel access.

D. Products and Materials: 1. Sheet Plastic: Fire retardant polystyrene, 6-mil thickness meeting

local fire codes

2. Barrier Doors: Self Closing Two-hour fire-rated solid core wood in

steel frame, painted

3. Dust proof two-hour fire-rated drywall

4. High Efficiency Particulate Air-Equipped filtration machine rated at

95% capture of 0.3 microns including pollen, mold spores and dust

particles. HEPA filters should have ASHRAE 85 or other prefilter to

extend the useful life of the HEPA. Provide both primary and

01 35 26 -18


VAMC Baltimore, MD

secondary filtrations units. Maintenance of equipment and

replacement of the HEPA filters and other filters will be in

accordance with manufacturer’s instructions.

5. Exhaust Hoses: Heavy duty, flexible steel reinforced; Ventilation

Blower Hose

6. Adhesive Walk-off Mats: Provide minimum size mats of 24 inches x 36

inches

7. Disinfectant: Hospital-approved disinfectant or equivalent product

8. Portable Ceiling Access Module

E. Before any construction on site begins, all contractor personnel

involved in the construction or renovation activity shall be educated

and trained in infection prevention measures established by the medical

center.

F. A dust control program will be establish and maintained as part of the contractor’s infection preventive measures in accordance with the FGI

Guidelines for Design and Construction of Healthcare Facilities. Prior

to start of work, prepare a plan detailing project-specific dust

protection measures with associated product data, including periodic

status reports, and submit to Project Engineer and Facility CSC for

review for compliance with contract requirements in accordance with

Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES.

G. Medical center Infection Control personnel will monitor for airborne disease (e.g. aspergillosis) during construction. A baseline of

conditions will 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 with safe

thresholds established.

H. In general, the following preventive measures shall be adopted during

construction to keep down dust and prevent mold.

1. Contractor shall verify that construction exhaust to exterior is not

reintroduced to the medical center through intake vents, or building

openings. HEPA filtration is required where the exhaust dust may

reenter the medical center.

2. Exhaust hoses shall be exhausted so that dust is not reintroduced to the medical center.

3. Adhesive Walk-off/Carpet Walk-off Mats shall be used at all interior

transitions from the construction area to occupied medical center

01 35 26 -19


VAMC Baltimore, MD

area. These mats shall be changed as often as required to maintain

clean work areas directly outside construction area at all times.

4. 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 it is created. Transport these outside the

construction area in containers with tightly fitting lids.

5. The contractor shall not haul debris through patient-care areas

without prior approval of the Resident Engineer and the Medical

Center. 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.

6. 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.

7. 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.

I. 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.

J. Exterior Construction

1. Contractor shall verify that dust will not be introduced into the

medical center through intake vents, or building openings. HEPA

filtration on intake vents is required where dust may be introduced.

2. Dust created from disturbance of soil such as from vehicle movement

will be wetted with use of a water truck as necessary

01 35 26 -20


VAMC Baltimore, MD

3. All cutting, drilling, grinding, sanding, or disturbance of

materials shall be accomplished with tools equipped with either

local exhaust ventilation (i.e. vacuum systems) or wet suppression

controls. 1.13 TUBERCULOSIS SCREENING

A. Contractor shall provide written certification that all contract

employees assigned to the work site have had a pre-placement tuberculin

screening within 90 days prior to assignment to the worksite and been

found have negative TB screening reactions. Contractors shall be

required to show documentation of negative TB screening reactions for

any additional workers who are added after the 90-day requirement

before they will be allowed to work on the work site. NOTE: This can

be the Center for Disease Control (CDC) and Prevention and two-step

skin testing or a Food and Drug Administration (FDA)-approved blood

test.

1. Contract employees manifesting positive screening reactions to the

tuberculin shall be examined according to current CDC guidelines

prior to working on VHA property.

2. Subsequently, if the employee is found without evidence of active

(infectious) pulmonary TB, a statement documenting examination by a

physician shall be on file with the employer (construction

contractor), noting that the employee with a positive tuberculin

screening test is without evidence of active (infectious) pulmonary

TB.

3. If the employee is found with evidence of active (infectious)

pulmonary TB, the employee shall require treatment with a subsequent

statement to the fact on file with the employer before being allowed

to return to work on VHA property.

1.14 FIRE SAFETY

A. Fire Safety Plan: Establish and maintain a site-specific 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 the Facility Safety

Officer and Contracting Officer Representative for review for

compliance with contract requirements in accordance with Section 01 33

23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. This plan may be an

element of the Accident Prevention Plan.

01 35 26 -21


VAMC Baltimore, MD

B. 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.

C. 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).

D. Temporary Heating and Electrical: Install, use and maintain

installations in accordance with 29 CFR 1926, NFPA 241 and NFPA 70.

E. Means of Egress: Do not block exiting for occupied buildings, including

paths from exits to roads. Minimize disruptions and coordinate with

Contracting Officer Representative.

F. Egress Routes for Construction Workers: Maintain free and unobstructed

egress. Inspect daily. Report findings and corrective actions weekly to

the Contracting Officer Representative.

G. Fire Extinguishers: Provide and maintain extinguishers in construction

areas and temporary storage areas in accordance with 29 CFR 1926, NFPA

241 and NFPA 10.

H. Flammable and Combustible Liquids: Store, dispense and use liquids in

accordance with 29 CFR 1926, NFPA 241 and NFPA 30.

I. Standpipes: Install and extend standpipes up with each floor in

accordance with 29 CFR 1926 and NFPA 241. Do not charge wet standpipes

subject to freezing until weather protected.

J. Sprinklers: Install, test and activate new automatic sprinklers prior

to removing existing sprinklers.

K. 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 the Contracting Officer Representative. All

existing or temporary fire protection systems (fire alarms, sprinklers)

located in construction areas shall be tested as coordinated with the

medical center. Parameters for the testing and results of any tests

performed shall be recorded by the medical center and copies provided

to the Resident Engineer.

01 35 26 -22


VAMC Baltimore, MD

L. Smoke Detectors: Prevent accidental operation. Remove temporary covers

at end of work operations each day. Coordinate with Contracting Officer

Representative. M. Hot Work: Perform and safeguard hot work operations in accordance with

NFPA 241 and NFPA 51B. Coordinate with Facility Safety Office.

Contractor to obtain permits from Facility Safety Officer in advance,

on each instance of hot work operations, and comply with all OSHA abd

AWS guidelines. . Designate contractor's responsible project-site fire

prevention program manager to permit hot work.

N. Fire Hazard Prevention and Safety Inspections: Inspect entire

construction areas weekly. Coordinate with, and report findings and

corrective actions weekly to Contracting Officer Representative.

O. Smoking: Smoking is prohibited in and adjacent to construction areas

inside existing buildings and additions under construction. In separate

and detached buildings under construction, smoking is prohibited except

in designated smoking rest areas.

P. Dispose of waste and debris in accordance with NFPA 241. Remove from

buildings daily.

Q. If required, submit documentation to the Facility Safety Office, COR,

or other Government Designated Authority that personnel have been

trained in the fire safety aspects of working in areas with impaired

structural or compartmentalization features.

1.15 ELECTRICAL A. All electrical work shall comply with NFPA 70 (NEC), NFPA 70B, NFPA

70E, 29 CFR Part 1910 Subpart J – General Environmental Controls, 29

CFR Part 1910 Subpart S – Electrical, and 29 CFR 1926 Subpart K in

addition to other references required by contract.

B. All qualified persons performing electrical work under this contract

shall be licensed journeyman or master electricians. All apprentice

electricians performing under this contract shall be deemed unqualified

persons unless they are working under the immediate supervision of a

licensed electrician or master electrician.

C. All electrical work will be accomplished de-energized and in the

Electrically Safe Work Condition ( refer to NFPA 70E for Work Involving

Electrical Hazards, including Exemptions to Work Permit). Any

Contractor, subcontractor or temporary worker who fails to fully comply

with this requirement is subject to immediate termination in accordance

with FAR clause 52.236-5(c). Only in rare circumstance where achieving

01 35 26 -23


VAMC Baltimore, MD

an electrically safe work condition prior to beginning work would

increase or cause additional hazards, or is infeasible due to equipment

design or operational limitations is energized work permitted. The

Chief of Facilities Managementand Facility Safety Officer in

conjunction with the Contracting Officer Representative with approval

of the Medical Center Director will make the determination if the

circumstances would meet the exception outlined above. An AHA and

permit specific to energized work activities will be developed,

reviewed, and accepted by the VA prior to the start of that activity.

1. Development of a Hazardous Electrical Energy Control Procedure is

required prior to de-energization. A single Simple Lockout/Tagout

Procedure for multiple work operations can only be used for work

involving qualified person(s) de-energizing one set of conductors or

circuit part source. Task specific Complex Lockout/Tagout

Procedures are required at all other times.

2. Verification of the absence of voltage after de-energization and

lockout/tagout is considered “energized electrical work” (live work)

under NFPA 70E, and shall only be performed by qualified persons

wearing appropriate shock protective (voltage rated) gloves and arc

rate personal protective clothing and equipment, using Underwriters

Laboratories (UL) tested and appropriately rated contact electrical

testing instruments or equipment appropriate for the environment in

which they will be used.

3. Personal Protective Equipment (PPE) and electrical testing

instruments will be readily available for inspection by the Facility

Safety Officer and/or Contracting Officer Representative or


D. Before beginning any electrical work, an Activity Hazard Analysis (AHA)

will be conducted to include Shock Hazard and Arc Flash Hazard analyses

(NFPA Tables can be used only as a last alterative and it is strongly

suggested a full Arc Flash Hazard Analyses be conducted). Work shall

not begin until the AHA for the work activity and permit for energized

work has been reviewed and accepted by the Facility Safety Officer or

Contracting Officer Representative and discussed with all engaged in

the activity, including the Contractor, subcontractor(s), and

Government on-site representatives at preparatory and initial control

phase meetings.

01 35 26 -24


VAMC Baltimore, MD

E. Ground-fault circuit interrupters. GFCI protection shall be provided

where an employee is operating or using cord- and plug-connected tools

related to construction activity supplied by 125-volt, 15-, 20-, or 30-

ampere circuits. Where employees operate or use equipment supplied by

greater than 125-volt, 15-, 20-, or 30- ampere circuits, GFCI

protection or an assured equipment grounding conductor program shall be

implemented in accordance with NFPA 70E - 2015, Chapter 1, Article

110.4(C)(2)..

1.16 FALL PROTECTION A. The fall protection (FP) threshold height requirement is 6 ft (1.8 m)

for ALL WORK, unless specified differently or the OSHA 29 CFR 1926

requirements are more stringent, to include steel erection activities,

systems-engineered activities (prefabricated) metal buildings,

residential (wood) construction and scaffolding work.

1. The use of a Safety Monitoring System (SMS) as a fall protection

method is prohibited.

2. The use of Controlled Access Zone (CAZ) as a fall protection method

is prohibited.

3. A Warning Line System (WLS) may ONLY be used on floors or flat or

low-sloped roofs (between 0 - 18.4 degrees or 4:12 slope) and shall

be erected around all sides of the work area (See 29 CFR 1926.502(f)

for construction of WLS requirements). Working within the WLS does

not require FP. No worker shall be allowed in the area between the

roof or floor edge and the WLS without FP. FP is required when

working outside the WLS.

4. Fall protection while using a ladder will be governed by the OSHA

requirements.

1.17 SCAFFOLDS AND OTHER WORK PLATFORMS A. All scaffolds and other work platforms construction activities shall

comply with 29 CFR 1926 Subpart L.

B. The fall protection (FP) threshold height requirement is 6 ft (1.8 m)

as stated in Section 1.16.

C. The following hierarchy and prohibitions shall be followed in selecting

appropriate work platforms.

1. Scaffolds, platforms, or temporary floors shall be provided for all

work except that can be performed safely from the ground or similar

footing.

01 35 26 -25


VAMC Baltimore, MD

2. Ladders less than 20 feet may be used as work platforms only when

use of small hand tools or handling of light material is involved.

3. Ladder jacks, lean-to, and prop-scaffolds are prohibited.

4. Emergency descent devices shall not be used as working platforms.

D. Contractors shall use a scaffold tagging system in which all scaffolds

are tagged by the Competent Person. Tags shall be color-coded: green

indicates the scaffold has been inspected and is safe to use; red

indicates the scaffold is unsafe to use. Tags shall be readily visible,

made of materials that will withstand the environment in which they are

used, be legible and shall include:

1. The Competent Person’s name and signature;

2. Dates of initial and last inspections.

E. Mast Climbing work platforms: When access ladders, including masts

designed as ladders, exceed 20 ft (6 m) in height, positive fall

protection shall be used.

1.18 CRANES A. All crane work shall comply with 29 CFR 1926 Subpart CC.

B. Prior to operating a crane, the operator must be licensed, qualified or

certified to operate the crane. Thus, all the provisions contained

with Subpart CC are effective and there is no “Phase In” date.

C. A detailed lift plan for all lifts shall be submitted to the Project

Manager and Facility Safety Officer and/or other Government Designated

Authority 14 days prior to the scheduled lift complete with route for

truck carrying load, crane load analysis, siting of crane and path of

swing and all other elements of a critical lift plan where the lift

meets the definition of a critical lift. Critical lifts require a more

comprehensive lift plan to minimize the potential of crane failure

and/or catastrophic loss. The plan must be reviewed and accepted by the

General Contractor before being submitted to the VA for review. The

lift will not be allowed to proceed without prior acceptance of this

document.

D. Crane operators shall not carry loads

1. over the general public or VAMC personnel

2. over any occupied building unless

a. the top two floors are vacated

b. or overhead protection with a design live load of 300 psf is

provided

01 35 26 -26


VAMC Baltimore, MD

1.19 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT) A. All installation, maintenance, and servicing of equipment or machinery

shall comply with 29 CFR 1910.147 except for specifically referenced

operations in 29 CFR 1926 such as concrete & masonry equipment

[1926.702(j)], heavy machinery & equipment [1926.600(a)(3)(i)], and

process safety management of highly hazardous chemicals (1926.64).

Control of hazardous electrical energy during the installation,

maintenance, or servicing of electrical equipment shall comply with

Section 1.15 to include NFPA 70E and other VA specific requirements

discussed in the section.

1.20 CONFINED SPACE ENTRY A. All confined space entry shall comply with 29 CFR 1926, Subpart AA

except for specifically referenced operations in 29 CFR 1926 such as

excavations/trenches [1926.651(g)].

B. A site-specific Confined Space Entry Plan (including permitting

process) shall be developed and submitted to the Facility Safety

Officer and/or other Government Designated Authority.

1.21 WELDING AND CUTTING As specified in section 1.14, Hot Work: Perform and safeguard hot work

operations in accordance with NFPA 241 and NFPA 51B. Coordinate with

Facility Safety Officer, Contracting Officer Representative or other

Government Designated Authority. Obtain permits from , Facility Safety

Officer and/or other Government Designated Authority in advance, on

each instance of hot works, and comply with all OSHA and AWS

regulations. .

1.22 LADDERS A. All Ladder use shall comply with 29 CFR 1926 Subpart X.

B. All portable ladders shall be of sufficient length and shall be placed

so that workers will not stretch or assume a hazardous position.

C. Manufacturer safety labels shall be in place on ladders

D. Step Ladders shall not be used in the closed position

E. Top steps or cap of step ladders shall not be used as a step

F. Portable ladders, used as temporary access, shall extend at least 3 ft

(0.9 m) above the upper landing surface.

1. When a 3 ft (0.9-m) extension is not possible, a grasping device

(such as a grab rail) shall be provided to assist workers in

mounting and dismounting the ladder.

01 35 26 -27


VAMC Baltimore, MD

2. In no case shall the length of the ladder be such that ladder

deflection under a load would, by itself, cause the ladder to slip

from its support.

G. Ladders shall be inspected for visible defects on a daily basis and

after any occurrence that could affect their safe use. Broken or

damaged ladders shall be immediately tagged "DO NOT USE," or with

similar wording, and withdrawn from service until restored to a

condition meeting their original design.

1.23 FLOOR & WALL OPENINGS A. All floor and wall openings shall comply with 29 CFR 1926 Subpart M.

B. Floor and roof holes/openings are any that measure over 2 in (51 mm) in

any direction of a walking/working surface which persons may trip or

fall into or where objects may fall to the level below. Skylights

located in floors or roofs are considered floor or roof hole/openings.

C. All floor, roof openings or hole into which a person can accidentally

walk or fall through shall be guarded either by a railing system with

toeboards along all exposed sides or a load-bearing cover. When the

cover is not in place, the opening or hole shall be protected by a

removable guardrail system or shall be attended when the guarding

system has been removed, or other fall protection system.

1. Covers shall be capable of supporting, without failure, at least

twice the weight of the worker, equipment and material combined.

2. Covers shall be secured when installed, clearly marked with the word

“HOLE”, “COVER” or “Danger, Roof Opening-Do Not Remove” or color-

coded or equivalent methods (e.g., red or orange “X”). Workers must

be made aware of the meaning for color coding and equivalent

methods.

3. Roofing material, such as roofing membrane, insulation or felts,

covering or partly covering openings or holes, shall be immediately

cut out. No hole or opening shall be left unattended unless covered.

4. Non-load-bearing skylights shall be guarded by a load-bearing

skylight screen, cover, or railing system along all exposed sides.

5. Workers are prohibited from standing/walking on skylights.

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01 35 26 -28


VAMC Baltimore, MD

01 42 19 - 1

SECTION 01 42 19

REFERENCE STANDARDS

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies the availability and source of references and

standards specified in the project manual under paragraphs APPLICABLE

PUBLICATIONS and/or shown on the drawings.

1.2 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA INDEX OF FEDERAL

SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS FPMR PART 101-29

(FAR 52.211-1) (AUG 1998)

A. The GSA Index of Federal Specifications, Standards and Commercial Item

Descriptions, FPMR Part 101-29 and copies of specifications, standards,

and commercial item descriptions cited in the solicitation may be

obtained for a fee by submitting a request to – GSA Federal Supply

Service, Specifications Section, Suite 8100, 470 East L’Enfant Plaza,

SW, Washington, DC 20407, Telephone (202) 619-8925, Facsimile (202)

619-8978.

B. If the General Services Administration, Department of Agriculture, or

Department of Veterans Affairs issued this solicitation, a single copy

of specifications, standards, and commercial item descriptions cited in

this solicitation may be obtained free of charge by submitting a

request to the addressee in paragraph (a) of this provision. Additional

copies will be issued for a fee.

1.3 AVAILABILITY FOR EXAMINATION OF SPECIFICATIONS NOT LISTED IN THE GSA

INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS

(FAR 52.211-4) (JUN 1988)

The specifications and standards cited in this solicitation can be

examined at the following location:

DEPARMENT OF VETERANS AFFAIRS

Office of Construction & Facilities Management

Facilities Quality Service (00CFM1A)

425 Eye Street N.W, (sixth floor)

Washington, DC 20001

Telephone Numbers: (202) 632-5249 or (202) 632-5178

Between 9:00 AM - 3:00 PM

1.4 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA INDEX OF FEDERAL

SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS (FAR 52.211-3)

(JUN 1988)

The specifications cited in this solicitation may be obtained from the

associations or organizations listed below.


VAMC Baltimore, MD

01 42 19 - 2

AA Aluminum Association Inc.

http://www.aluminum.org

AABC Associated Air Balance Council

http://www.aabchq.com

AAMA American Architectural Manufacturer's Association

http://www.aamanet.org

AAN American Nursery and Landscape Association

http://www.anla.org

AASHTO American Association of State Highway and Transportation

Officials

http://www.aashto.org

AATCC American Association of Textile Chemists and Colorists

http://www.aatcc.org

ACGIH American Conference of Governmental Industrial Hygienists

http://www.acgih.org

ACI American Concrete Institute

http://www.aci-int.net

ACPA American Concrete Pipe Association

http://www.concrete-pipe.org

ACPPA American Concrete Pressure Pipe Association

http://www.acppa.org

ADC Air Diffusion Council

http://flexibleduct.org

AGA American Gas Association

http://www.aga.org

AGC Associated General Contractors of America

http://www.agc.org

AGMA American Gear Manufacturers Association, Inc.

http://www.agma.org

AHAM Association of Home Appliance Manufacturers

http://www.aham.org

AIA American Institute of Architects

http://www.aia.org

AISC American Institute of Steel Construction

http://www.aisc.org

AISI American Iron and Steel Institute

http://www.steel.org

http://www.aham.org/

http://www.aia.org/


VAMC Baltimore, MD

01 42 19 - 3

AITC American Institute of Timber Construction

http://www.aitc-glulam.org

AMCA Air Movement and Control Association, Inc.

http://www.amca.org

ANLA American Nursery & Landscape Association

http://www.anla.org

ANSI American National Standards Institute, Inc.

http://www.ansi.org

APA The Engineered Wood Association

http://www.apawood.org

ARI Air-Conditioning and Refrigeration Institute

http://www.ari.org

ASAE American Society of Agricultural Engineers

http://www.asae.org

ASCE American Society of Civil Engineers

http://www.asce.org

ASHRAE American Society of Heating, Refrigerating, and

Air-Conditioning Engineers

http://www.ashrae.org

ASME American Society of Mechanical Engineers

http://www.asme.org

ASSE American Society of Sanitary Engineering

http://www.asse-plumbing.org

ASTM American Society for Testing and Materials

http://www.astm.org

AWI Architectural Woodwork Institute

http://www.awinet.org

AWS American Welding Society

http://www.aws.org

AWWA American Water Works Association

http://www.awwa.org

BHMA Builders Hardware Manufacturers Association

http://www.buildershardware.com

BIA Brick Institute of America

http://www.bia.org

CAGI Compressed Air and Gas Institute

http://www.cagi.org


VAMC Baltimore, MD

01 42 19 - 4

CGA Compressed Gas Association, Inc.

http://www.cganet.com

CI The Chlorine Institute, Inc.

http://www.chlorineinstitute.org

CISCA Ceilings and Interior Systems Construction Association

http://www.cisca.org

CISPI Cast Iron Soil Pipe Institute

http://www.cispi.org

CLFMI Chain Link Fence Manufacturers Institute

http://www.chainlinkinfo.org

CPMB Concrete Plant Manufacturers Bureau

http://www.cpmb.org

CRA California Redwood Association

http://www.calredwood.org

CRSI Concrete Reinforcing Steel Institute

http://www.crsi.org

CTI Cooling Technology Institute

http://www.cti.org

DHI Door and Hardware Institute

http://www.dhi.org

EGSA Electrical Generating Systems Association

http://www.egsa.org

EEI Edison Electric Institute

http://www.eei.org

EPA Environmental Protection Agency

http://www.epa.gov

ETL ETL Testing Laboratories, Inc.

http://www.et1.com

FAA Federal Aviation Administration

http://www.faa.gov

FCC Federal Communications Commission

http://www.fcc.gov

FPS The Forest Products Society

http://www.forestprod.org

GANA Glass Association of North America

http://www.cssinfo.com/info/gana.html/


VAMC Baltimore, MD

01 42 19 - 5

FM Factory Mutual Insurance

http://www.fmglobal.com

GA Gypsum Association

http://www.gypsum.org

GSA General Services Administration

http://www.gsa.gov

HI Hydraulic Institute

http://www.pumps.org

HPVA Hardwood Plywood & Veneer Association

http://www.hpva.org

ICBO International Conference of Building Officials

http://www.icbo.org

ICEA Insulated Cable Engineers Association Inc.

http://www.icea.net

\ICAC Institute of Clean Air Companies

http://www.icac.com

IEEE Institute of Electrical and Electronics Engineers

http://www.ieee.org\

IMSA International Municipal Signal Association

http://www.imsasafety.org

IPCEA Insulated Power Cable Engineers Association

NBMA Metal Buildings Manufacturers Association

http://www.mbma.com

MSS Manufacturers Standardization Society of the Valve and Fittings

Industry Inc.

http://www.mss-hq.com

NAAMM National Association of Architectural Metal Manufacturers

http://www.naamm.org

NAPHCC Plumbing-Heating-Cooling Contractors Association

http://www.phccweb.org.org

NBS National Bureau of Standards

See - NIST

NBBPVI National Board of Boiler and Pressure Vessel Inspectors

http://www.nationboard.org

NEC National Electric Code

See - NFPA National Fire Protection Association


VAMC Baltimore, MD

01 42 19 - 6

NEMA National Electrical Manufacturers Association

http://www.nema.org

NFPA National Fire Protection Association

http://www.nfpa.org

NHLA National Hardwood Lumber Association

http://www.natlhardwood.org

NIH National Institute of Health

http://www.nih.gov

NIST National Institute of Standards and Technology

http://www.nist.gov

NLMA Northeastern Lumber Manufacturers Association, Inc.

http://www.nelma.org

NPA National Particleboard Association

18928 Premiere Court

Gaithersburg, MD 20879

(301) 670-0604

NSF National Sanitation Foundation

http://www.nsf.org

NWWDA Window and Door Manufacturers Association

http://www.nwwda.org

OSHA Occupational Safety and Health Administration

Department of Labor

http://www.osha.gov

PCA Portland Cement Association

http://www.portcement.org

PCI Precast Prestressed Concrete Institute

http://www.pci.org

PPI The Plastic Pipe Institute

http://www.plasticpipe.org

PEI Porcelain Enamel Institute, Inc.

http://www.porcelainenamel.com

PTI Post-Tensioning Institute

http://www.post-tensioning.org

RFCI The Resilient Floor Covering Institute

http://www.rfci.com

RIS Redwood Inspection Service

See - CRA


VAMC Baltimore, MD

01 42 19 - 7

RMA Rubber Manufacturers Association, Inc.

http://www.rma.org

SCMA Southern Cypress Manufacturers Association

http://www.cypressinfo.org

SDI Steel Door Institute

http://www.steeldoor.org

SOI Secretary of the Interior

http://www.cr.nps.gov/local-law/arch_stnds_8_2.htm

IGMA Insulating Glass Manufacturers Alliance

http://www.igmaonline.org

SJI Steel Joist Institute

http://www.steeljoist.org

SMACNA Sheet Metal and Air-Conditioning Contractors

National Association, Inc.

http://www.smacna.org

SSPC The Society for Protective Coatings

http://www.sspc.org

STI Steel Tank Institute

http://www.steeltank.com

SWI Steel Window Institute

http://www.steelwindows.com

TCA Tile Council of America, Inc.

http://www.tileusa.com

TEMA Tubular Exchange Manufacturers Association

http://www.tema.org

TPI Truss Plate Institute, Inc.

583 D'Onofrio Drive; Suite 200

Madison, WI 53719

(608) 833-5900

UBC The Uniform Building Code

See ICBO

UL Underwriters' Laboratories Incorporated

http://www.ul.com

ULC Underwriters' Laboratories of Canada

http://www.ulc.ca

WCLIB West Coast Lumber Inspection Bureau

6980 SW Varns Road, P.O. Box 23145


VAMC Baltimore, MD

01 42 19 - 8

Portland, OR 97223

(503) 639-0651

WRCLA Western Red Cedar Lumber Association

P.O. Box 120786

New Brighton, MN 55112

(612) 633-4334

WWPA Western Wood Products Association

http://www.wwpa.org

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VAMC Baltimore, MD

SECTION 01 45 00 QUALITY CONTROL

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies requirements for Contractor Quality Control

(CQC) for Design-Bid-Build (DBB) or Design-Build (DB) construction

projects. This section can be used for both project types.

1.2 APPLICABLE PUBLICATIONS

A. The publication listed below form a part of this specification to the

extent referenced. The publications are referred to within the text by

the basic designation only.

B. ASTM International (ASTM)

1. D3740 - (2012a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering

Design and Construction

2. E329 - (2014a) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

1.3 SUBMITTALS

Government approval is required for all submittals. CQC inspection

reports shall be submitted under this Specification section and follow

the [Applicable CQC Control Phase (Preparatory, Initial, or Follow-

Up)]: [Applicable Specification section] naming convention.

1. Preconstruction Submittals a. Interim CQC Plan

b. CQC Plan

c. Additional Requirements for Design Quality Control (DQC) Plan

2. Design Data

a. Discipline-Specific Checklists

b. Design Quality Control

3. Test Reports

a. Verification Statement PART 2 PRODUCTS – NOT USED

PART 3 - EXECUTION

3.1 GENERAL REQUIREMENTS

Establish and maintain an effective quality control (QC) system that

complies with the FAR Clause 52.246.12 titled “Inspection of

Construction”. QC consists of plans, procedures, and organization

01 45 00 - 1


VAMC Baltimore, MD

necessary to produce an end product which complies with the Contract

requirements. The QC system covers all design and construction

operations, both onsite and offsite, and be keyed to the proposed

design and construction sequence. The project superintendent will be

held responsible for the quality of work and is subject to removal by

the Contracting Office or Authorized designee for non-compliance with

the quality requirements specified in the Contract. In this context the

highest level manager responsible for the overall construction

activities at the site, including quality and production is the project

superintendent. The project superintendent maintains a physical

presence at the site at all times and is responsible for all

construction and related activities at the site, except as otherwise

acceptable to the Contracting Officer.

3.2 CQC PLAN:

A. Submit no later than 10 days to the CO or Designee to determine during

Constructability review – 15 days after receipt of Notice to Proceed

(NTP) the CQC Plan proposed to implement the requirements of the FAR

Clause 52.246.12 titled “Inspection of Construction”. The Government

will consider an Interim CQC Plan for the first 30 days to match

timeline established immediately above 21 days of operation, which must

be accepted within 10 business days of NTP. Design and/or construction

will be permitted to begin only after acceptance of the CQC Plan or

acceptance of an Interim plan applicable to the particular feature of

work to be started. Work outside of the accepted Interim CQC Plan will

not be permitted to begin until acceptance of a CQC Plan or another

Interim CQC Plan containing the additional work scope is accepted.

B. Content of the CQC Plan: Include, as a minimum, the following to cover

all design and construction operations, both onsite and offsite,

including work by subcontractors, designers of record consultants,

architects/engineers (A/E), fabricators, suppliers, and purchasing

agents:

1. A description of the QC organization, including a chart showing

lines of authority and acknowledgement that the CQC staff will

implement the three phase control system for all aspects of the work

specified. Include a CQC System Manager that reports to the project

superintendent.

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2. The name, qualifications (in resume format) duties,

responsibilities, and authorities of each person assigned a CQC

function.

3. A copy of the letter to the CQC System Manager signed by an

authorized official of the firm which describes the responsibilities

and delegates sufficient authorities to adequately perform the

functions of the CQC System Manager, including authority to stop

work which is not in compliance with the Contract. Letters of

direction to all other various quality control representatives

outlining duties, authorities, and responsibilities will to the

Contracting Officer or Authorized designee. be issued by the CQC

System Manager. Furnish copies of these letters

4. Procedures for scheduling, reviewing, certifying, and managing

submittals including those of subcontractors, designers of record,

consultants, A/E’s offsite fabricators, suppliers and purchasing

agents. These procedures must be in accordance with Section 01 33 23

Shop Drawings, Product Data, and Samples.

5. Control, verification, and acceptance of testing procedures for each

specific test to include the test name, specification paragraph

requiring test, feature of work to be tested, test frequency, and

person responsible for each test. (Laboratory facilities approved by

the Contracting Officer or Authorized designee are required to be

used)

6. Procedures for tracking Preparatory, Initial, and Follow-Up control

phases and control, verification, and acceptance tests including

documentation.

7. Procedures for tracking design and construction deficiencies from

identification through acceptable corrective action. Establish

verification procedures that identified deficiencies have been

corrected.

8. Reporting procedures, including proposed reporting formats.

9. A list of the definable features of work. A definable feature of

work is a task which is separate and distinct from other tasks has

separate control requirements, and is identified by different trades

or disciplines, or it is work by the same trade in a different

environment. Although each section of specifications can generally

be considered as a definable feature of work, there are frequently

01 45 00 - 3


VAMC Baltimore, MD

more than one definable feature under a particular section. This

list will be agreed upon during the Coordination meeting.

10. Coordinate schedule work with Special Inspections required by Section 01 45 35 Special Inspections, the Statement of Special

Inspections and Schedule of Special Inspections. Where the

applicable Code issue by the International Code Council (ICC) calls

for inspections by the Building Official, the Contractor must

include the inspections in the CQC Plan and must perform the

inspections required by the applicable ICC. The Contractor must

perform these inspections using independent qualified inspectors.

Include the Special Inspection Plan requirements in the CQC Plan.

C. Additional Requirements for Design Quality Control (DQC) Plan: The

following additional requirements apply to the DQC Plan for DB projects

only and not DBB projects:

1. Submit and maintain a DQC Plan as an effective QC program which

assures that all services required by this contract are performed

and provided in a manner that meets professional architectural and

engineering quality standards. As a minimum, all documents must be

technically reviewed by competent, independent reviewers identified

in the DQC Plan. The same element that produced the product may not

perform the independent technical review (ITR). Correct errors and

deficiencies in the design documents prior to submitting them to the

Government.

2. Include the design schedule in the master project schedule, showing

the sequence of events involved in carrying out the project design

tasks within the specific Contract period. This should be at a

detailed level of scheduling sufficient to identify all major design

tasks, including those that control the flow of work. Include review

and correction periods associated with each item. This should be a

forward planning as well as a project monitoring tool. The schedule

reflects calendar days and not dates for each activity. If the

schedule is changed, submit a revised schedule reflecting the change

within 7 calendar days. Include in the DQC Plan the discipline-

specific checklists to be used during the design and quality control

of each submittal. Submit at each design phase as part of the

project documentation these completed discipline-specific

checklists.

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VAMC Baltimore, MD

3. Implement the DQC Plan by a DQC Manager who has the responsibility

of being cognizant of and assuring that all documents on the project

have been coordinated. This individual must be a person who has

verifiable engineering or architectural design experience and is a

Professional Engineer or Registered Architect within the state of

Construction location. Notify the Contracting Officer or Authorized

designee, in writing, of the name of the individual, and the name of

an alternate person assigned to the position.

D. Acceptance of Plan: Acceptance of the Contractor’s plan is required

prior to the start of design and construction. Acceptance is

conditional and will be predicated on satisfactory performance during

the design and construction. The Government reserves the right to

require the Contractor to make changes in the CQC Plan and operations

including removal of personnel as necessary, to obtain the quality

specified.

E. Notification of Changes: After acceptance of the CQC Plan, notify the Contracting Officer or Authorized designee in writing of any proposed

change. Proposed changes are subject to acceptance by the Government

prior to implementation by the Contractor.

3.3 COORDINATION MEETING:

After the Preconstruction Conference Post-award Conference before start

of design or construction, and prior to acceptance by the Government of

the CQC Plan, meet with the Contracting Officer or Authorized designee

to discuss the Contractor’s quality control system. Submit the CQC Plan

a minimum of 5 business days prior to the Coordination Meeting. During

the meeting, a mutual understanding of the system details must be

developed, including the forms for recording the CC operations, design

activities (if applicable), control activities, testing, administration

of the system for both onsite and offsite work, and the

interrelationship of Contractor’s Management and control with the

Government’s Quality Assurance. Minutes of the meeting will be

prepared by the Government, signed by both the Contractor and

Contracting Officer or Authorized designee and will become a part of

the contract file. There can be occasions when subsequent conferences

will be called by either party to reconfirm mutual understandings or

address deficiencies in the CQC system or procedures which can require

corrective action by the Contractor.

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VAMC Baltimore, MD

3.4 QUALITY CONTROL ORGANIZATION:

A. Personnel Requirements: The requirements for the CQC organization are a

Safety and Health Manager, CQC System Manager, a Design Quality Manager

(if applicable), and sufficient number of additional qualified

personnel to ensure safety and Contract compliance. The Safety and

Health Manager shall satisfy the requirements of Specification 01 35 26

Safety Requirements and reports directly to a senior project (or

corporate) official independent from the CQC System Manager. The Safety

and Health Manager will also serve as a member of the CQC Staff.

Personnel identified in the technical provisions as requiring

specialized skills to assure the required work is being performed

properly will also be included as part of the CQC organization. The

Contractor’s CQC staff maintains a presence at the site at all times

during progress of the work and have complete authority and

responsibility to take any action necessary to ensure Contract

compliance. The CQC staff will be subject to acceptance by the

Contracting Officer or Authorized designee. Provide adequate office

space, filing systems, and other resources as necessary to maintain an

effective and fully functional CQC organization. Promptly complete and

furnish all letters, material submittals, shop drawings submittals,

schedules and all other project documentation to the CQC organization.

The CQC organization is responsible to maintain these documents and

records at the site at all times, except as otherwise acceptable to the

Government.

B. CQC System Manager: Identify as CQC System Manager an individual within

the onsite work organization that is responsible for overall management

of CQC and has the authority to act in all CQC matters for the

Contractor. The CQC system Manager is required to be a construction

person with a minimum of PM or SRE to determine qualifications based

on project complexity at construction review years in related work.

This CQC System manager is on the site at all times during construction

and is employed by the General Contractor. The CQC System Manger is

assigned as CQC System Manager but has duties as project superintendent

in addition to quality control. Identify in the plan an alternate to

serve in the event of the CDQC System Manager’s absence. The

requirements for the alternate are the same as the CQC System Manager.

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VAMC Baltimore, MD

C. CQC Personnel: In addition to CQC personnel specified elsewhere in the

contract, provide as part of the CQC organization specialized personnel

to assist in the CQC System Manager for the following areas, as

applicable: electrical, mechanical, civil, structural, environmental,

architectural, materials technician submittals clerk, Commissioning

Agent/LEED specialist, and low voltage systems. These individuals or

specified technical companies are employees of the prime or

subcontractor; have the necessary education or experience in accordance

with the Experience Matrix listed herein. These individuals can perform

other duties but need to be allowed sufficient time to perform the

specialized personnel’s assigned quality controls duties as described

in the CQC Plan. A single person can cover more than one area provided

that the single person is qualified to perform QC activities in each

designated and that workload allows.

EXPERIENCE MATRIX

Area Qualifications

Civil

Graduate Civil Engineer or Construction Manager with 2 years experience in the type of work being performed on this project or technician with 5 years related experience.

Mechanical

Graduate Mechanical Engineer with 2 years experience or construction professional with 5 years of experience supervising mechanical features of work in the field with a construction company.

Electrical

Graduate Electrical Engineer with 2 years related experience or construction professional with 5 years of experience supervising electrical features of work in the field with a construction company.

Structural

Graduate Civil Engineer (with Structural Track or Focus), Structural Engineer, or Construction Manager with 2 years experience or construction professional with 5 years experience supervising structural features of work in the field with a construction company.

01 45 00 - 7


VAMC Baltimore, MD

Area Qualifications

Architectural Graduate Architect with 2 years experience or construction professional with 5 years of related experience.

Environmental Graduate Environmental Engineer with 3 years experience.

Submittals Submittal Clerk with 1 year experience.

Concrete, Pavement, and Soils Materials Technician with 2 years experience for the appropriate area.

Testing, Adjusting, and Balancing (TAB) Specialist must be a member of AABC or an experienced technicaion of the firm certified by the NEBB.

Design Quality Control Manager Registered Architect or Professional Engineer

D. Additional Requirements: In addition to the above experience and

education requirements, the CQC System Manager and Alternate CQC System

Manager are required to have completed the Construction Quality

Management (CQM) for Construction course. If the CQC System Manager

does not have a current specification, obtain the CQM for Contractors

course identification within 90 days of award. This course is

periodically offered by the Naval Facilities Engineering Command and

the Army Corps of Engineers. Contact the Contracting Officer or

Authorized designee for information on the next scheduled class.

E. Organizational Changes: Maintain the CQC staff at full strength at all

times. When it is necessary to make changes to the CQC staff, revise

the CQC Plan to reflect the changes and submit the changes to the

Contracting Officer or Authorized designee for acceptance.

01 45 00 - 8


VAMC Baltimore, MD

3.5 SUBMITTALS AND DELIVERABLES: Submittals have to comply with the

requirements in Section 01 33 23 Shop Drawings, Product Data, and

Samples. The CQC organization is responsible for certifying that all

submittals and deliverables are in compliance with the contract

requirements. When Section 01 91 00 General Commissioning Requirements

is included in the contract, the submittals required by the section

have to be coordinated with the Section 01 33 23 Shop Drawings, Product

Data, and Samples to ensure adequate time is allowed for each type of

submittal required.

3.6 CONTROL:

A. CQC is the means by which the Contractor ensures that the construction,

to include that of subcontractors and suppliers, complies with the

requirements of the contract. At least three phases of control are

required to be conducted by the CQC System Manager for each definable

feature of the construction work as follows:

1. Preparatory Phase: This phase is performed prior to beginning work

on each definable feature of work after all required

plans/documents/materials are approved/accepted, and after copies

are at the work site. This phase includes:

a. A review of each paragraph of applicable specifications,

references codes, and standards. Make available during the

preparatory inspection a copy of those sections of referenced

codes and standards applicable to that portion of the work to be

accomplished in the field. Maintain and make available in the

field for use by Government personnel until final acceptance of

the work.

b. Review of the Contract drawings.

c. Check to assure that all materials and equipment have been

tested, submitted, and approved.

d. Review of provisions that have been made to provide required

control inspection and testing.

e. Review Special Inspections required by Section 01 45 35 Special

Inspections, that Statement of Special Inspections and the

Schedule of Specials Inspections.

f. Examination of the work area to assure that all required

preliminary work has been completed and is in compliance with

the Contract.

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VAMC Baltimore, MD

g. Examination of required materials, equipment, and sample work to

assure that they are on hand conform to approved shop drawings

or submitted data, and are properly stored.

h. Review of the appropriate Activity Hazard Analysis (AHA) to

assure safety requirements are met.

i. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction

tolerances and workmanship standards – contract defined or

industry standard if not contract defined - for that feature of

work.

j. Check to ensure that the portion of the plan for the work to be

performed has been accepted by the Contracting Officer.

k. Discussion of the initial control phase.

l. The Government needs to be notified at least 48 hours or 2

business days in advance of beginning the Preparatory control

phase. Include a meeting conducted by the CQC System Manager and

attended by the superintendent, other CQC personnel (as

applicable), and the foreman responsible for the definable

feature. Document the results of the Preparatory phase actions

by separate minutes prepared by the CQC System Manager and

attach to the daily CQC report. Instruct applicable workers as

to the acceptable level of workmanship required in order to meet

contract specifications.

B. Initial Phase: This phase is accomplished at the beginning of a

definable feature of work. Accomplish the following:

1. Check work to ensure that it is in full compliance with contract

requirements. Review minutes of the Preparatory meeting.

2. Verify adequacy of controls to ensure full contract compliance.

Verify the required control inspection and testing is in compliance

with the contract.

3. Establish level of workmanship and verify that it meets minimum

acceptable workmanship standards. Compare with required sample

panels as appropriate.

4. Resolve all differences.

5. Check safety to include compliance with an upgrading of the safety

plan and activity hazard analysis. Review the activity analysis with

each worker.

01 45 00 - 10


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6. The Government needs to be notified at least 48 hours or 2 business

days in advance of beginning the initial phase for definable

features of work. Prepare separate minutes of this phase by the CQC

System Manager and attach to the daily CQC report. Indicate the

exact location of initial phase for definable feature of work for

future reference and comparison with Follow-Up phases.

7. The initial phase for each definable feature of work is repeated for

each new crew to work onsite, or any time acceptable specified

quality standards are not being met.

8. Coordinate scheduled work with Special Inspections required by

Section 01 45 35 Special Inspections, the Statement of Special

Inspections, and the Schedule of Special Inspections.

C. Follow-Up Phase: Perform daily checks to assure control activities,

including control testing, are providing continued compliance with

contract requirements until the completion of the particular feature of

work. Record the checks in the CQC documentation. Conduct final Follow-

Up checks and correct all deficiencies prior to the start of additional

features of work which may be affected by the deficient work. Do not

build upon nor conceal non-conforming work. Coordinate scheduled work

with Special Inspections required by Section 01 45 35 Special

Inspections, the Statement of Special Inspections, and the Schedule of

Special Inspections

D. Additional Preparatory and Initial Phases on the same definable

features of work if: the quality ongoing work is unacceptable; if there

are changes in the applicable CQC staff, onsite production supervision

or work crew; if work on a definable feature is resumed after a

substantial period of inactivity, or if other problems develop.

3.7 TESTS

A. Testing Procedure: Perform specified or required tests to verify that

control measures are adequate to provide a product which conforms to

contract requirements. Upon request, furnish to the Government

duplicate samples of test specimens for possible testing by the

Government. Testing includes operation and acceptance test when

specified. Procure the services of a Department of Veteran Affairs

approved testing laboratory or establish an approved testing laboratory

at the project site. Perform the following activities and record and

provide the following data:

01 45 00 - 11


VAMC Baltimore, MD

1. Verify that testing procedures comply with contract requirements.

2. Verify that facilities and testing equipment are available and

comply with testing standards.

3. Check test instrument calibration data against certified standards.

4. Verify that recording forms and test identification control number

system, including all of the test documentation requirements, have

been prepared.

5. Record results of all tests taken, both passing and failing on the

CQC report for the date taken. Specification paragraph reference,

location where tests were taken, and the unique sequential control

number identifying the test. If approved by the Contracting Officer

or Authorized designee, actual test reports are submitted later with

a reference to the test number and date taken. Provide an

information copy of tests performed by an offsite or commercial test

facility directly to the Contracting Officer or Authorized designee.

Failure to submit timely test reports as stated results in

nonpayment for related work performed and disapproval of the test

facility for this Contract.

B. Testing Laboratories: All testing laboratories must be validated

through the procedures contained in Specification section 01 45 29

Testing Laboratory Services.

1. Capability Check: The Government reserves the right to check

laboratory equipment in the proposed laboratory for compliance with

the standards set forth in the contract specifications and to check

the laboratory technician’s testing procedures and techniques.

Laboratories utilized for testing soils, concrete, asphalt and steel

is required to meet criteria detailed in ASTM D3740 and ASTM E329.

2. Capability Recheck: If the selected laboratory fails the capability

check, the Contractor will be assessed a charge equal to value of

recheck to reimburse the Government for each succeeding recheck of

the laboratory or the checking of a subsequently selected

laboratory. Such costs will be deducted from the Contract amount due

the Contractor.

C. Onsite Laboratory: The Government reserves the right to utilize the

Contractor’s control testing laboratory and equipment to make assurance

tests, and to check the Contractor’s testing procedures, techniques,

and test results at no additional cost to the Government.

01 45 00 - 12


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3.8 COMPLETION INSPECTION

A. Punch-Out Inspection: Conduct an inspection of the work by the CQC

system Manager near the end of the work, or any increment of the work

established by a time stated FAR 52.211-10 – Commencement, Prosecution,

and Completion of Work, or by the specifications. Prepare and include

in the CQC documentation a punch list of items which do not conform to

the approved drawings and specifications. Include within the list of

deficiencies the estimated date by which the deficiencies will be

corrected. Make a second inspection the CQC System Manager or staff to

ascertain that all deficiencies have been corrected. Once this is

accomplished, notify the Government that the facility is ready for the

Government Pre-Final Inspection.

52.211-10 -- Commencement, Prosecution, and Completion of Work.

As prescribed in 11.404(b), insert the following clause in solicitations and contracts when a fixed-price construction contract is contemplated. The clause may be changed to accommodate the issuance of orders under indefinite-delivery contracts for construction.

Commencement, Prosecution, and Completion of Work (Apr 1984)

The Contractor shall be required to: (a) commence work under this contract within _________ // Contracting Officer insert number// calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than ______________.* The time stated for completion shall include final cleanup of the premises.

(End of Clause)

* The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

Alternate I (Apr 1984). If the completion date is expressed as a specific calendar date, computed on the basis of the contractor receiving the notice to proceed by a certain day, add the following paragraph to the basic clause:

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by_______________ // Contracting Officer insert date //. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

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http://farsite.hill.af.mil/reghtml/regs/far2afmcfars/fardfars/far/11.htm%23P198_30162


VAMC Baltimore, MD

B. Pre-Final Inspection: The Government will perform the Pre-Final

Inspection to verify that the facility is complete and ready to be

occupied. A Government Pre-Final Punch List may be developed as a

result of this inspection. Ensure that all items on this list have been

corrected before notifying the Government, so that a Final Acceptance

Inspection with the customer can be scheduled. Correct any items noted

on the Pre-Final Inspection in a timely manner. These inspections and

any deficiency corrections required by this paragraph need to be

accomplished within the time slated for completion of the entire work

or any particular increment of the work if the project is divided into

increments by separate construction completion dates.

C. Final Acceptance Inspection: The Contractor’s QC Inspection personnel, plus the superintendent or other primary management person, and the

Contracting Officer’s Authorized designee is required to be in

attendance at the Final Acceptance Inspection. Additional Government

personnel can also be in attendance. The Final Acceptance Inspection

will be formally scheduled by the Contracting Officer’s or Authorized

designee based upon results of the Pre-Final Inspection. Notify the

Contracting Officer through the Resident Engineer office at least 14

days prior to the Final Acceptance Inspection and include the

Contractor’s assurance that all specific items previously identified to

the Contractor as being unacceptable, along with all remaining work

performed under the contract, will be complete and acceptable by the

date schedule for the Final Acceptance Inspection. Failure of the

Contractor to have all contract work acceptably complete for this

inspection will be cause for the Contracting Officer to bill the

Contractor for the Government’s additional inspection cost in

accordance with FAR Clause 52.246-12 titled “Inspection of

Construction”. 3.9 DOCUMENTATION

A. Quality Control Activities: Maintain current records providing factual

evidence that required QC activities and tests have been performed.

Include in these records the work of subcontractors and suppliers on an

acceptable form that includes, as a minimum, the following information:

1. The name and area of responsibility of the Contractor/Subcontractor

2. Operating plant/equipment with hours worked, idle, or down for

repair.

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VAMC Baltimore, MD

3. Work performed each day, giving location, description, and by whom.

When Network Analysis (NAS) is used, identify each phase of work

performed each day by NAS activity number.

4. Test and control activities performed with results and references to

specification/drawing requirements. Identify the Control Phase

(Preparatory, Initial, and/or Follow-Up). List deficiencies noted,

along with corrective action.

5. Quantity of materials received at the site with statement as to

acceptability, storage, and reference to specification/drawing

requirements.

6. Submittals and deliverables reviewed, with Contract reference, by

whom, and action taken.

7. Offsite surveillance activities, including actions taken.

8. Job safety evaluations stating what was checked, results, and

instructions or corrective actions.

9. Instructions given/received and conflicts in plans and

specifications.

10. Provide documentation of design quality control activities. For independent design reviews, provide, as a minimum, identification of

the Independent Technical Reviewer (ITR) team, the ITR review

comments, responses, and the record of resolution of the comments.

B. Verification Statement: Indicate a description of trades working on the

project; the number of personnel working; weather conditions

encountered; and any delays encountered. Cover both conforming and

deficient features and include a statement that equipment and materials

incorporated in the work and workmanship comply with the Contract.

Furnish the original and one copy of these records in report form to

the Government daily with 1 week after the date covered by the report,

except that reports need not be submitted for days on which no work is

performed. As a minimum, prepare and submit on report for every 7 days

of no work and on the last day of a no work period. All calendar days

need to be accounted for throughout the life of the contract. The first

report following a day of no work will be for that day only. Reports

need to be signed and dated by the CQC System Manager. Include copies

of test reports and copies of reports prepared by all subordinate QC

personnel within the CQC System Manager Report.

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3.10 SAMPLE FORMS

014500 Referenced Example Form Templa

3.11 NOTIFICATION OF NONCOMPLIANCE: The Contracting Officer or Authorized

designee will notify the Contractor of any detected noncompliance with

the foregoing requirements. The Contractor should take immediate

corrective action after receipt of such notice. Such notice, when

delivered to the Contractor at the work site will be deemed sufficient

for the purpose of notification. If the Contractor fails or refuses to

comply promptly, the Contracting Officer can issue an order stopping

all or part of the work until satisfactory corrective action has been

taken. No part of the time lost due to such stop orders will be made

the subject of claim for extension of time or for excess costs or

damages by the Contractor.

--- End of Section ---

01 45 00 - 16


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01 45 29 - 1

SECTION 01 45 29

TESTING LABORATORY SERVICES

PART 1 - GENERAL

1.1 DESCRIPTION:

This section specifies materials testing activities and inspection

services required during project construction to be provided by a

Testing Laboratory retained by the General Contractor.

1.2 APPLICABLE PUBLICATIONS:

A. The publications listed below form a part of this specification to the

extent referenced. The publications are referred to in the text by the

basic designation only.

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

C31/C31M-10.............Standard Practice for Making and Curing

Concrete Test Specimens in the Field

C33/C33M-11a............Standard Specification for Concrete Aggregates

C39/C39M-12.............Standard Test Method for Compressive Strength

of Cylindrical Concrete Specimens

C136-06.................Standard Test Method for Sieve Analysis of Fine

and Coarse Aggregates

C138/C138M-10b..........Standard Test Method for Density (Unit Weight),

Yield, and Air Content (Gravimetric) of

Concrete

C140-12.................Standard Test Methods for Sampling and Testing

Concrete Masonry Units and Related Units

C143/C143M-10a..........Standard Test Method for Slump of Hydraulic

Cement Concrete

C172/C172M-10...........Standard Practice for Sampling Freshly Mixed

Concrete

C173/C173M-10b..........Standard Test Method for Air Content of freshly

Mixed Concrete by the Volumetric Method

C330/C330M-09...........Standard Specification for Lightweight

Aggregates for Structural Concrete

C567/C567M-11...........Standard Test Method for Density Structural

Lightweight Concrete


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01 45 29 - 2

C780-11.................Standard Test Method for Pre-construction and

Construction Evaluation of Mortars for Plain

and Reinforced Unit Masonry

C1019-11................Standard Test Method for Sampling and Testing

Grout

C1064/C1064M-11.........Standard Test Method for Temperature of Freshly

Mixed Portland Cement Concrete

C1077-11c...............Standard Practice for Agencies Testing Concrete

and Concrete Aggregates for Use in Construction

and Criteria for Testing Agency Evaluation

C1314-11a...............Standard Test Method for Compressive Strength

of Masonry Prisms

E329-11c................Standard Specification for Agencies Engaged in

Construction Inspection, Testing, or Special

Inspection

E543-09.................Standard Specification for Agencies Performing

Non-Destructive Testing

E605-93(R2011)..........Standard Test Methods for Thickness and Density

of Sprayed Fire Resistive Material (SFRM)

Applied to Structural Members

E1155-96(R2008).........Determining FF Floor Flatness and FL Floor

Levelness Numbers

F3125/F3125M-15.........Standard Specification for High Strength

Structural Bolts, Steel and Alloy Steel, Heat

Treated, 120 ksi (830 MPa) and 150 ksi (1040

MPa) Minimum Tensile Strength, Inch and Metric

Dimensions

1.3 REQUIREMENTS:

A. Accreditation Requirements: Construction materials testing laboratories

must be accredited by a laboratory accreditation authority and will be

required to submit a copy of the Certificate of Accreditation and Scope

of Accreditation. The laboratory’s scope of accreditation must include

the appropriate ASTM standards (i.e.; E329, C1077, D3666, D3740, A880,

E543) listed in the technical sections of the specifications.

Laboratories engaged in Hazardous Materials Testing shall meet the

requirements of OSHA and EPA. The policy applies to the specific

laboratory performing the actual testing, not just the “Corporate

Office.”


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01 45 29 - 3

B. Inspection and Testing: Testing laboratory shall inspect materials and

workmanship and perform tests described herein and additional tests

requested by Resident Engineer. When it appears materials furnished, or

work performed by Contractor fail to meet construction contract

requirements, Testing Laboratory shall direct attention of Resident

Engineer and/or COR to such failure.

C. Written Reports: Testing laboratory shall submit test reports to

Resident Engineer, Contractor, unless other arrangements are agreed to

in writing by the Resident Engineer and/or COR. Submit reports of tests

that fail to meet construction contract requirements on colored paper.

D. Verbal Reports: Give verbal notification to Resident Engineer and /or

COR immediately of any irregularity.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CONCRETE:

A. Batch Plant Inspection and Materials Testing:

1. Perform continuous batch plant inspection until concrete quality is

established to satisfaction of Resident Engineer with concurrence of

Contracting Officer and perform periodic inspections thereafter as

determined by Resident Engineer.

2. Periodically inspect and test batch proportioning equipment for

accuracy and report deficiencies to Resident Engineer.

3. Sample and test mix ingredients as necessary to insure compliance

with specifications.

4. Sample and test aggregates daily and as necessary for moisture

content. Test the dry rodded weight of the coarse aggregate whenever

a sieve analysis is made, and when it appears there has been a

change in the aggregate.

5. Certify, in duplicate, ingredients and proportions and amounts of

ingredients in concrete conform to approved trial mixes. When

concrete is batched or mixed off immediate building site, certify

(by signing, initialing or stamping thereon) on delivery slips

(duplicate) that ingredients in truck-load mixes conform to

proportions of aggregate weight, cement factor, and water-cement

ratio of approved trial mixes.


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01 45 29 - 4

B. Field Inspection and Materials Testing:

1. Provide a technician at site of placement at all times to perform

concrete sampling and testing.

2. Review the delivery tickets of the ready-mix concrete trucks

arriving on-site. Notify the Contractor if the concrete cannot be

placed within the specified time limits or if the type of concrete

delivered is incorrect. Reject any loads that do not comply with the

Specification requirements. Rejected loads are to be removed from

the site at the Contractor’s expense. Any rejected concrete that is

placed will be subject to removal.

3. Take concrete samples at point of placement in accordance with ASTM

C172. Mold and cure compression test cylinders in accordance with

ASTM C31. Make at least three cylinders for each 40 m3 (50 cubic

yards) or less of each concrete type, and at least three cylinders

for any one day's pour for each concrete type. // After good

concrete quality control has been established and maintained as

determined by Resident Engineer make three cylinders for each 80 m3

(100 cubic yards) or less of each concrete type, and at least three

cylinders from any one day's pour for each concrete type. // Label

each cylinder with an identification number. Resident Engineer may

require additional cylinders to be molded and cured under job

conditions.

4. Perform slump tests in accordance with ASTM C143. Test the first

truck each day, and every time test cylinders are made. Test pumped

concrete at the hopper and at the discharge end of the hose at the

beginning of each day’s pumping operations to determine change in

slump.

5. Determine the air content of concrete per ASTM C173. For concrete

required to be air-entrained, test the first truck and every 20 m3

(25 cubic yards) thereafter each day. For concrete not required to

be air-entrained, test every 80 m3 (100 cubic yards) at random. For

pumped concrete, initially test concrete at both the hopper and the

discharge end of the hose to determine change in air content.

6. If slump or air content fall outside specified limits, make another

test immediately from another portion of same batch.

7. Perform unit weight tests in compliance with ASTM C138 for normal

weight concrete and ASTM C567 for lightweight concrete. Test the

first truck and each time cylinders are made.


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01 45 29 - 5

8. Notify laboratory technician at batch plant of mix irregularities

and request materials and proportioning check.

9. Verify that specified mixing has been accomplished.

10. Environmental Conditions: Determine the temperature per ASTM C1064

for each truckload of concrete during hot weather and cold weather

concreting operations:

a. When ambient air temperature falls below 4.4 degrees C (40

degrees F), record maximum and minimum air temperatures in each

24 hour period; record air temperature inside protective

enclosure; record minimum temperature of surface of hardened

concrete.

b. When ambient air temperature rises above 29.4 degrees C (85

degrees F), record maximum and minimum air temperature in each 24

hour period; record minimum relative humidity; record maximum

wind velocity; record maximum temperature of surface of hardened

concrete.

11. Inspect the reinforcing steel placement, including bar size, bar

spacing, top and bottom concrete cover, proper tie into the chairs,

and grade of steel prior to concrete placement. Submit detailed

report of observations.

12. Observe conveying, placement, and consolidation of concrete for

conformance to specifications.

13. Observe condition of formed surfaces upon removal of formwork prior

to repair of surface defects and observe repair of surface defects.

14. Observe curing procedures for conformance with specifications,

record dates of concrete placement, start of preliminary curing,

start of final curing, end of curing period.

15. Observe preparations for placement of concrete:

a. Inspect handling, conveying, and placing equipment, inspect

vibrating and compaction equipment.

b. Inspect preparation of construction, expansion, and isolation

joints.

16. Observe preparations for protection from hot weather, cold weather,

sun, and rain, and preparations for curing.

17. Observe concrete mixing:

a. Monitor and record amount of water added at project site.

b. Observe minimum and maximum mixing times.

18. Measure concrete flatwork for levelness and flatness as follows:


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01 45 29 - 6

a. Perform Floor Tolerance Measurements FF and FL in accordance with

ASTM E1155. Calculate the actual overall F- numbers using the

inferior/superior area method.

b. Perform all floor tolerance measurements within 48 hours after

slab installation and prior to removal of shoring and formwork.

c. Provide the Contractor and the Resident Engineer with the results

of all profile tests, including a running tabulation of the

overall FF and FL values for all slabs installed to date, within

72 hours after each slab installation.

19. Other inspections:

a. Grouting under base plates.

b. Grouting anchor bolts and reinforcing steel in hardened concrete.

C. Laboratory Tests of Field Samples:

1. Test compression test cylinders for strength in accordance with ASTM

C39. For each test series, test one cylinder at 7 days and one

cylinder at 28 days. Use remaining cylinder as a spare tested as

directed by Resident Engineer. Compile laboratory test reports as

follows: Compressive strength test shall be result of one cylinder,

except when one cylinder shows evidence of improper sampling,

molding or testing, in which case it shall be discarded and strength

of spare cylinder shall be used.

2. Make weight tests of hardened lightweight structural concrete in

accordance with ASTM C567.

3. Furnish certified compression test reports (duplicate) to Resident

Engineer. In test report, indicate the following information:

a. Cylinder identification number and date cast.

b. Specific location at which test samples were taken.

c. Type of concrete, slump, and percent air.

d. Compressive strength of concrete in MPa (psi).

e. Weight of lightweight structural concrete in kg/m3 (pounds per

cubic feet).

f. Weather conditions during placing.

g. Temperature of concrete in each test cylinder when test cylinder

was molded.

h. Maximum and minimum ambient temperature during placing.

i. Ambient temperature when concrete sample in test cylinder was

taken.

j. Date delivered to laboratory and date tested.


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01 45 29 - 7

3.2 MASONRY:

A. Mortar Tests:

1. Laboratory compressive strength test:

a. Comply with ASTM C780.

b. Obtain samples during or immediately after discharge from batch

mixer.

c. Furnish molds with 50 mm (2 inch), 3 compartment gang cube.

d. Test one sample at 7 days and 2 samples at 28 days.

2. Two tests during first week of operation; one test per week after

initial test until masonry completion.

B. Grout Tests:

1. Laboratory compressive strength test:


b. Test one sample at 7 days and 2 samples at 28 days.

c. Perform test for each 230 m2 (2500 square feet) of masonry.

C. Masonry Unit Tests:

1. Laboratory Compressive Strength Test:


b. Test 3 samples for each 460 m2 (5000 square feet) of wall area.

D. Prism Tests: For each type of wall construction indicated, test masonry

prisms per ASTM C1314 for each 460 m2 (5000 square feet) of wall area.

Prepare one set of prisms for testing at 7 days and one set for testing

at 28 days.

3.14 STRUCTURAL STEEL:

A. General: Provide shop and field inspection and testing services to

certify structural steel work is done in accordance with contract

documents. Welding shall conform to AWS D1.1 Structural Welding Code.

B. Prefabrication Inspection:

1. Review design and shop detail drawings for size, length, type and

location of all welds to be made.

2. Approve welding procedure qualifications either by pre-qualification

or by witnessing qualifications tests.

3. Approve welder qualifications by certification or retesting.

4. Approve procedure for control of distortion and shrinkage stresses.

5. Approve procedures for welding in accordance with applicable

sections of AWS D1.1.

C. Fabrication and Erection:


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01 45 29 - 8

1. Weld Inspection:

a. Inspect welding equipment for capacity, maintenance and working

condition.

b. Verify specified electrodes and handling and storage of

electrodes in accordance with AWS D1.1.

c. Inspect preparation and assembly of materials to be welded for

conformance with AWS D1.1.

d. Inspect preheating and interpass temperatures for conformance

with AWS D1.1.

e. Verify that correction of rejected welds are made in accordance

with AWS D1.1.

f. Testing and inspection do not relieve the Contractor of the

responsibility for providing materials and fabrication procedures

in compliance with the specified requirements.

2. Bolt Inspection:

a. Inspect high-strength bolted connections in accordance AISC

Specifications for Structural Joints Using ASTM F3125 Bolts.

b. Bolts installed by turn-of-nut tightening may be inspected with

calibrated wrench when visual inspection was not performed during

tightening.

c. Snug Tight Connections: Inspect 10 percent of connections

verifying that plies of connected elements have been brought into

snug contact.

d. Inspect field erected assemblies; verify locations of structural

steel for plumbness, level, and alignment.

D. Submit inspection reports, record of welders and their certification,

and identification, and instances of noncompliance to Resident

Engineer.

3.15 STEEL DECKING:

A. Provide field inspection of welds of metal deck to the supporting

steel, and testing services to insure steel decking has been installed

in accordance with contract documents and manufacturer’s requirements.

B. Qualification of Field Welding: Qualify welding processes and welding

operators in accordance with “Welder Qualification” procedures of AWS

D1.1. Refer to the “Plug Weld Qualification Procedure” in Part 3 “Field

Quality Control.”

C. Submit inspection reports, certification, and instances of

noncompliance to Resident Engineer and/or COR.


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01 45 29 - 9

3.17 SPRAYED-ON FIREPROOFING:

A. Provide field inspection and testing services to certify sprayed-on

fireproofing has been applied in accordance with contract documents.

B. Obtain a copy of approved submittals from Resident Engineer.

C. Use approved installation in test areas as criteria for inspection of

work.

D. Test sprayed-on fireproofing for thickness and density in accordance

with ASTM E605.

1. Thickness gauge specified in ASTM E605 may be modified for pole

extension so that overhead sprayed material can be reached from

floor.

E. Location of test areas for field tests as follows:

1. Thickness: Select one bay per floor, or one bay for each 930 m2

(10,000 square feet) of floor area, whichever provides for greater

number of tests. Take thickness determinations from each of

following locations: Metal deck, beam, and column.

2. Density: Take density determinations from each floor, or one test

from each 930 m2 (10,000 square feet) of floor area, whichever

provides for greater number of tests, from each of the following

areas: Underside of metal deck, beam flanges, and beam web.

F. Submit inspection reports, certification, and instances of

noncompliance to Resident Engineer.

3.18 TYPE OF TEST:

Approximate Number of Tests Required

A. Concrete:

Making and Curing Concrete Test Cylinders (ASTM C31) _____

Compressive Strength, Test Cylinders (ASTM C39) _____

Concrete Slump Test (ASTM C143) _____

Concrete Air Content Test (ASTM C173) _____

Unit Weight, Lightweight Concrete (ASTM C567) _____

Aggregate, Normal Weight: Gradation (ASTM C33) _____

Deleterious Substances (ASTM C33) _____

Soundness (ASTM C33) _____

Abrasion (ASTM C33) _____

Aggregate, Lightweight Gradation (ASTM C330) _____


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01 45 29 - 10

Deleterious Substances (ASTM C330) _____

Unit Weight (ASTM C330) _____

Flatness and Levelness Readings (ASTM E1155) (number of days) _____

1 may day total for all concrete testing.

I. Masonry:

Making and Curing Test Cubes (ASTM C109) _____

Compressive Strength, Test Cubes (ASTM C109) _____

Sampling and Testing Mortar, Comp. Strength (ASTM C780) _____

Sampling and Testing Grout, Comp. Strength (ASTM C1019) _____

Masonry Unit, Compressive Strength (ASTM C140) _____

Prism Tests (ASTM C1314) _____

J. Structural Steel:

Ultrasonic Testing of Welds (ASTM E164) _____

Magnetic Particle Testing of Welds (ASTM E709) _____

Radiographic Testing of Welds (ASTM E94) _____

__1 man day total for all masonry testing.

K. Sprayed-On Fireproofing:

Thickness and Density Tests (ASTM E605) __1__

L. Inspection:

Technical Personnel (Man-days) ___2__

- - - E N D - - -


VAMC Baltimore, MD

01 45 35-1

SECTION 01 45 35

SPECIAL INSPECTIONS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This guide specification will be applicable to both new buildings and existing building rehabilitations/renovations. In addition to the

Special Inspection and testing specified requirements, a registered

design professional must perform structural observations during

construction. All observed deficiencies will be immediately reported to

the Contracting Officer. The registered design professional performing

these observations will be a representative of the Designer of Record

(DOR) for the building being constructed.

B. Structural observations are required for the following project

conditions per IBC Chapter 17:

1. Seismic Design Category D, E or F; and assigned to Risk Cat III, IV

or V.

2. Seismic Design Category D, E or F; and with a height greater than

22860 mm 75 ft.

3. Seismic Design Category E, assigned to Risk Category I or II and the

building is greater than two stories above grade plane.

4. Nominal design wind speed in excess of 49 m/sec 110 mph; and

assigned to Risk Cat III, IV or V.

5. Nominal design wind speed in excess of 49 m/sec 110 mph; and with a

height greater than 23 m 75 ft.


A. The publication listed below form a part of this specification to the

extent referenced. The publications are referred to within the text by

the basic designation only.

B. American Society of Civil Engineers (ASCE)

1. ASCE 7 - (2010; Errata 2011; Supp 2 2013) Minimum Design Loads for Buildings and Other Structures

C. International Code Council (ICC)

2. ICC IBC - (2015) International Building Code


VAMC Baltimore, MD

01 45 35-2


A. Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC.

The Statement of Special Inspections and Schedule of Special Inspections

are included as an attachment to this specification. Special Inspections

are to be performed by an independent third party and are intended to

ensure that the work of the prime contractor is in accordance with the

Contract Documents and applicable building codes. Special inspections do

not take the place of the three phases of control inspections performed

by the Contractor's QC Manager or any testing and inspections required

by other sections of the specifications.

B. Structural observations will be performed by the Government. The contractor must provide notification to the Contracting Officer 14 days

prior to the following points of construction that structural

observations need to occur:

1. The Government shall perform structural observations during

construction on the following dates //____// when welding of steel

joists to the structural beams under the roof location of the new

paralleling switchgear.

2. The Government shall perform structural observations during

construction on the following dates when paralleling switchgear is

lifted and placed on roof.

1.4 DEFINITIONS

A. Continuous Special Inspections – The constant monitoring of specific

tasks by a special inspector. These inspections must be carried out

continuously over the duration of the particular tasks.

B. Periodic Special Inspections – Special Inspections by the special

inspector who is intermittently present where the work to be inspected

has been or is being performed. Specific time interval on a specific

Special Inspection should be indicated on the Schedule of Special

Inspections.

C. Perform – Perform these Special Inspections tasks for each welded joint

or member.

D. Observe – Observe these Special Inspections items on a random daily

basis. Operations need not be delayed pending these inspections.

E. Special Inspector (SI) – A qualified person retained by the contractor

and approved by the Contracting Officer as having the competence


VAMC Baltimore, MD

01 45 35-3

necessary to inspect a particular type of construction requiring

Special Inspections. The SI must be an independent third party hired

directly by the Prime Contractor.

F. Associate Special Inspector (ASI) – A qualified person who assists the

SI in performing Special Inspections but must perform inspection under

the direct supervision of the SI and cannot perform inspections without

the SI on site.

G. Third Party – A third party inspector must not be company employee of

the Contractor or any Sub-Contractor performing the work to be

inspected.

H. Special Inspector of Record (SIOR) – SIOR must be an independent third

party hired directly by the Prime Contractor and is required for the

following project conditions:

1. Seismic Design Category D, E, or F; and assigned to Risk Category

III, IV, or V.

2. Seismic Design Category D, E, or F; and with a height greater than

22860mm 75 ft.

3. Seismic Design Category E, assigned to Risk Category I or II and the

building is greater than two (2) stories above grade plane.

4. Nominal design wind speed in excess o f49 m/sec 100 mph; and

assigned to Risk Category III, IV, or V.

5. Nominal design wind speed in excess of 49 mm/sec 100mph; and with a

height greater than 23m 75ft.

6. In addition to these conditions, the DOR is encouraged to consider

using an SIOR on large magnitude or critical projects where this

additional level of quality control is affordable.

I. Contracting Officer – The Government official having overall authority

for administrative contracting actions. Certain contracting actions may

be delegated to the Contracting Officer's Representative (COR).

J. Contractor’s Quality Control (QC) Manager – An individual retained by

the prime contractor and qualified in accordance with the Section 01 45

00.00 10 QUALITY CONTROL having the overall responsibility for the

contractor's QC organization.

K. Designer of Record (DOR) – A registered design professional is

contracted by the Government as an A/E responsible for the overall

design and review of submittal documents prepared by others. The DOR is

registered or licensed to practice their respective design profession


VAMC Baltimore, MD

01 45 35-4

as defined by the statutory requirements of the professional

registration laws in state in which the design professional works. The

DOR is also referred to as the Engineer of Record (EOR) in design code

documents.

L. Statement of Special Inspections (SSI) – A document developed by the

DOR identifying the material, systems, components and work required to

have Special Inspections and covering the following:

1. List of the Architectural Designated Seismic Systems – these

components are in or attached to a Risk Category IV or V structure

and are needed for continued operation of the facility or their

failure could impair the continued operation of the facility.

2. List of the Mechanical Designated Seismic Systems

a. For Seismic Design Category C or Risk V, list the following:

1) Heating, ventilation, and air-conditioning (HVAC) ductwork

containing hazardous materials and anchorage of such ductwork

2) Piping systems and mechanical units containing flammable,

combustible, or highly toxic materials.

b. For Seismic Design Category D, E, or F or Risk Category V list

mechanical system that meet one of the following:

1) Life safety component required to function after an

earthquake

2) Component that contains hazardous content,

3) All components in an essential facility needed for continued

operation after an earthquake.

3. List of the Electrical Designated Systems

a. For Seismic Design Category C or Risk V, list the anchorage of

electrical equipment used for emergency or standby power

systems.

b. For Seismic Design Category D, E or F list electrical system

that meet one of the following:

1) Life safety component required to function after an

earthquake

2) Component that contains hazardous content,

3) All components in an essential facility needed for continued

operation after an earthquake.

4. List of elements that are part of the progressive collapse

resistance system.


VAMC Baltimore, MD

01 45 35-5

a. Provide a description of the following as they apply:

1) Elements of the tie force system consisting of internal

longitudinal and transverse, vertical, and peripheral ties.

2) Elements of the alternate path system.

3) Elements having enhanced local resistance. The Statement of

Special Inspections and the Schedule of Special Inspections

will be included as an attachment to this specification

a) Schedule of Special Inspections – A schedule which lists

each of the required Special Inspections, the extent to

which each Special Inspections is to be performed, and the

required frequency for each in accordance with ICC IBC

Chapter 17. Template found here:

SECTION 01 45 35 Schedule of SI Template.docx

SECTION 01 45 35 Statement of SI Template 8MAR18.xlsx

b) Designated Seismic System – Those nonstructural components that require design in accordance with ASCE 7 Chapter 13

and for which the component importance factor, Ip, is

greater than 1.0. This designation applies to systems that

are required to be operational following the Design

Earthquake for RC I - IV structures and following the MCER

for RC V structures. All systems in RC V facilities

designated as MC-1 in accordance with UFC 3-310-04 are

considered part of the Designated Seismic Systems. //

Designated Seismic Systems will be identified by Owner and

will have an Importance Factor Ip = 1.5 //

b. Submittals: Government approval is required for all submittals.

CQC Special Inspection reports shall be submitted under this

Specification section and follow the [Special Inspection]:

[Applicable Specification section or description] naming

convention. Submit the following:

1) SD-01 Preconstruction Submittals;

2) SIOR Letter of Acceptance;

3) Special Inspections Project Manual;


VAMC Baltimore, MD

01 45 35-6

4) Special Inspections Agency's Written Practices

5) NDT Procedures and Equipment’ Calibration Records;

6) SD-06 Test Reports;

7) Special Inspections

8) Daily Reports;

9) Special Inspections; Biweekly Reports;

10) SD-07 Certificates; 11) Fabrication Plant

12) Steel Truss Plant;

13) Wood Truss Plant; 14) AC472 Accreditation;

15) Steel Joist Institute Membership; 16) Precast Concrete Institute (PCI) Certified Plant;

17) Certificate of Compliance;

18) Special Inspector of Record Qualifications; 19) Special Inspector Qualifications;

20) Qualification Records for NDT technicians; 21) SD-11 Closeout Submittals;

22) Interim Final Report of Special Inspections;

23) Comprehensive Final Report of Special Inspections; c. Special Inspector Qualifications: Submit qualifications for each

SI, ASI, and the SIOR from the following certifying

associations: Associated Air Balance Council (AABC); American

Concrete Institute (ACI); Association of the Wall and Ceiling

Industry (AWCI); American Welding Society (AWS); Factory Mutual

(FM); International Code Council (ICC); Nondestructive Testing

(NDT); National Institute for Certification in Engineering

Technologies (NICET); Precast/Prestressed Concrete Institute

(PCI); Post-Tensioning Institute (PTI); Underwriters

Laboratories (UL). Qualifications should be in accordance with

the following minimums // ; PM or SRE can restrict

qualifications to the higher standards shown if multiple options

are shown for a role based on complexity of project //.

QUALIFICATIONS

Area Special Inspector Associated Special

Inspector SIOR


VAMC Baltimore, MD

01 45 35-7


Inspector SIOR

Steel

Construction

and High

Strength

Bolting

ICC Structural Steel

and Bolting Special

Inspector certificate

with on year of

related experience,

or Registered

Professional Engineer

with related

experience.

Engineer-In-Training

with one year of

related experience.

Welding

Structural

Steel (For

highly complex

steel use only

AWS Certified

Welding

Inspectors)

ICC Welding Special


with one year of

related experience or

AWS Certified Welding

Inspector

AWS Certified

Associate Welding

Inspector

Nondestructive

Testing of

Welds

NDT Level II

Certificate

NDT Level II

Certificate plus one

year of related

experience

Cold Formed

Steel Framing

ICC Structural Steel

and Bolting Special


with on year of

related experience,

or ICC Commercial

Building Inspector

with one year of

experience; or

Registered


with related

experience.


with one year of

related experience.

Concrete

Construction

ICC Reinforced

Concrete Special

Inspector Certificate

with one year of

related experience,

or ACI Concrete

Construction Special

Inspector, or NICET

Concrete Technician

Level III Certificate

in Construction

Materials Testing,

or, Registered

ACI Concrete

Construction Special

Inspector in

Training, or


with one year of

related experience


VAMC Baltimore, MD

01 45 35-8


Inspector SIOR


with related

experience

Prestressed

Concrete

Construction

ICC Pre-stressed

Special Inspector

Certificate with one

year of related

experience, or PCI

Quality Control

Technician/ Inspector

Level II Certificate

with one

year of related

experience, or

Registered


with related

experience.

PCI Quality Control

Technician/ Inspector

Level I Certificate

with one year of

related experience,

or Engineer-In-

Training with one

year of related

experience

Post-Tensioned

Concrete

Construction

PTI Level 2 Unbonded

PT Inspector

Certificate, or

Registered


with related

experience

PTI Level 1 Unbonded

PT Inspector


year of related

experience, or


with one year of

related experience

Masonry

Construction

ICC Structural

Masonry Special


with one year of

related experience,

or Registered


with related

experience


with one year of

related experience

Wood ICC Commercial

Building Inspector


year of related

experience, or ICC

Residential Building

Inspector with on

year of experience,

or Registered


with related

experience


with one year of

related experience


VAMC Baltimore, MD

01 45 35-9


Inspector SIOR

Verification

of Site Soil

Condition,

Fill

Placement, and

Load-Bearing

Requirements

ICC Soils Special


with one year of

related experience,

or NICET Soils

Technician Level II

Certificate in

Construction Material

Testing, or NICET

Geotechnical

Engineering

Technician Level II

Construction or

Generalist

Certificate, or

Geologist-In-Training

with one year of

related experience,

or Registered


with related

experience

NICET Soils

Technician Level I

Certificate in


Testing with one year

of related

experience, or NICET

Geotechnical

Engineering

Technician Level I

Construction, or

Generalist


year of related

experience, or


with one year of

related experience

Deep

Foundations

NICET Soils

Technician Level II

Certificate in


Testing, or NICET

Geotechnical

Engineering

Technician Level II

Construction or

Generalist

Certificate, or

Geologist-In-Training

with one year of

related experience,

or Registered


with related

experience

NICET Soils

Technician Level I

Certificate in


Testing with one year

of related

experience, or NICET

Geotechnical

Engineering

Technician Level I

Construction or

Generalist


year of related

experience, or


with one year of

related experience

Sprayed Fire

Resistant

Manual

ICC Spray-applied

Fireproofing Special

Inspector

Certificate, or ICC

Fire Inspector I


year of related

experience, or

Registered


with one year of

related experience


VAMC Baltimore, MD

01 45 35-10


Inspector SIOR


with related

experience

Mastic and

Intumescent

Fire Resistant

Coatings

ICC Spray-applied

Fireproofing Special

Inspector

Certificate, or ICC

Fire Inspector I


year of related

experience, or

Registered


with related

experience


with one year of

related experience.

Exterior

Insulation and

Finish Systems

(EIFS)

AWCI EIFS Inspector

Certificate, or

Exterior Design

Institute

Certificate, or

Registered


with related

experience


with one year of

related experience

Fire-Resistant

Penetrations

and Joints

Passed the UL

Firestop Exam with

one year of related

experience, or Passed

the FM Firestop Exam

with one year of

related experience,

or Registered


with related

experience


with one year of

related experience.

Smoke Control AABC Technician

Certification with

one year of related

experience, or

Registered


with related

experience


with one year of

related experience.

SIOR Registered

Professional

Engineer


VAMC Baltimore, MD

01 45 35-11

PART 2 - PRODUCTS

2.1 FABRICATORS SPECIAL INSPECTION

A. Special Inspections of fabricator's work performed in the fabricator's

shop is required to be inspected in accordance with the Statement of

Special Inspections and the Schedule of Special Inspections unless the

fabricator is certified by the approved agency to perform such work

without Special Inspections. Submit the applicable certification(s)

from the following list to the Contracting Officer for information to

allow work performed in the fabricator's shop to not be subjected to

Special Inspections.

B. The following certifications meet the requirements for fabricator approval in accordance with paragraph 1704.2.5.2 of IBC:

1. American Institute of Steel Construction (AISC) Certified Fabrication Plant, Category STD.

2. Truss Plate Institute (TPI) steel truss plate quality assurance

program certification.

3. Truss Plate Institute (TPI) wood truss plate quality assurance

program certification.

4. International Accreditation Service, AC472 Accreditation Steel Joist

Institute Membership

5. Precast Concrete Institute (PCI) Certified Plant, Group C C. At the completion of fabrication, submit a certificate of compliance,

to be included with the comprehensive final report of Special

Inspections, stating that the materials supplied and work performed by

the fabricator are in accordance the construction documents.

PART 3 - EXECUTION

3.1 RESPONSIBILIES MATRIX

Inspector Responsibility Condition

SIOR a. Supervise all Special Inspectors required by the contract documents and the IBC.

b. Submit a SIOR Letter of Acceptance to the Contracting Officer attesting to acceptance of

the duties of SIOR, signed and sealed by the

SIOR.

c. Verify the qualifications of all of the Special

Applicable

when SIOR is

required


VAMC Baltimore, MD

01 45 35-12


Inspectors.

d. Verify the qualifications of fabricators.

SIOR e. Submit Special Inspections agency's written practices for the monitoring and control of the

agency's operations to include the following:

1. The agency's procedures for the selection and administration of inspection personnel,

describing the training, experience and

examination requirements for qualifications

and certification of inspection personnel.

2. The agency's inspection procedures, including general inspection, material

controls, and visual welding inspection.

f. Submit qualification records for nondestructive testing (NDT) technicians designated for the

project. Submit NDT procedures and equipment

calibration records for NDT to be performed and

equipment to be used for the project.

Applicable

when SIOR is

required and

when the

structural

design is

required to

follow

AISC341 for

seismic

design of

steel

structures

SIOR g. Prepare a Special Inspections Project Manual, which will cover the following:

1. Roles and responsibilities of the following individuals during Special Inspections: SIOR,

SI, General Contractor, Subcontractors, QC

Manager, and DOR.

2. Organizational chart and/or communication plan, indicating lines of communication

3. Contractor's internal plan for scheduling inspections. Address items such as timeliness

of inspection requests, who to contact for

inspection requests, and availability of

alternate inspectors. Contractor's internal

plan for scheduling inspections. Address

items such as timeliness of inspection

requests, who to contact for inspection

requests, and availability of alternate

inspectors.

4. Indicate the government reporting procedures. 5. Propose forms or templates to be used by SI

and SIOR to document inspections.

6. Indicate procedures for tracking nonconforming work and verification that

corrective work is complete.

7. Indicate how the SIOR and/or SI will participate in weekly QC meetings.

8. Indicate how Special Inspections of shop fabricated items will be handled when the

Applicable

when SIOR is

required


VAMC Baltimore, MD

01 45 35-13


fabricator's shop is not certified per

paragraph FABRICATOR SPECIAL INSPECTIONS.

9. Include a section in the manual that covers each specific item requiring Special

Inspections that is indicated on the Schedule

of Special Inspections. Provide names and

qualifications of each special inspector who

will be performing the Special Inspections

for each specific item. Provide detail on how

the Special Inspections are to be carried out

for each item so that the expectations are

clear for the General Contractor and the

Subcontractor performing the work. Make a

copy of the Special Inspections Project

Manual available on the job site during

construction. Submit a copy of the Special

Inspections Project Manual for approval.

h. Attend coordination and mutual understanding meeting where the information in the Special

Inspections Project Manual will be reviewed to

verify that all parties have a clear

understanding of the Special Inspections

provisions and the individual duties and

responsibilities of each party.

i. Maintain a 3- ring binder for the Special Inspector's daily and biweekly reports and the

Special Inspections Project Manual. This file

must be located in a conspicuous place in the

project trailer/office to allow review by the

Contracting Officer and the DOR.

j. Submit a copy of the Special Inspector's daily reports to the QC Manager.

k. Discrepancies that are observed during Special Inspections must be reported to the QC Manager

for correction. If discrepancies are not

corrected before the special inspector leaves

the site the observed discrepancies must be

documented in the daily report.

l. Submit a biweekly Special Inspections report until all work requiring Special Inspections is

complete. A report is required for each biweekly

period in which Special Inspections activity

occurs, and must include the following:

1. A brief summary of the work performed during the reporting time frame.

2. Changes and/or discrepancies with the drawings, specifications, and mechanical or

electrical component certification if they

require seismic systems, that were observed

during the reporting period.


VAMC Baltimore, MD

01 45 35-14


3. Discrepancies which were resolved or

corrected.

4. A list of nonconforming items requiring

resolution.

5. All applicable test results including

nondestructive testing reports.

QC Manager a. If there is no SIOR, QC Manager must Supervise

all Special Inspectors required by the contract

documents and the IBC; Verify the qualifications

of all of the Special Inspectors; Verify the

qualifications of fabricators; Maintain a 3-

ring binder for the Special Inspector's daily

and biweekly reports. This file must be located

in a conspicuous place in the project

trailer/office to allow review by the

Contracting Officer and the DOR.

Applicable

when SIOR is

not required

QC Manager b. Maintain a rework items list that includes

discrepancies noted on the Special Inspectors

daily report.

n/a

Special

Inspectors

a. Inspect all elements of the project for which

the special inspector is qualified to inspect

and are identified in the Schedule of Special

Inspections.

b. Attend preparatory phase meetings related to the

Definable Feature of Work (DFOW) for which the

special inspector is qualified to inspect.

n/a

Special

Inspectors

c. Submit Special Inspections agency's written

practices for the monitoring and control of the

agency's operations to include the following:

1. The agency's procedures for the selection and

administration of inspection personnel,

describing the training, experience and

examination requirements for qualifications

and certification of inspection personnel.

2. The agency's inspection procedures, including

general inspection, material controls, and

visual welding inspection.

d. Submit qualification records for nondestructive

testing (NDT) technicians designated for the

project.

e. Submit NDT procedures and equipment calibration

records for NDT to be performed and equipment to

be used for the project.]

Applicable

when SIOR is

NOT required

and when the

structural

design is

required to

follow AISC

341 for

seismic

design of

steel

structures


VAMC Baltimore, MD

01 45 35-15


Special

Inspectors

f. Submit a copy of the daily reports to the QC Manager.

g. Discrepancies that are observed during Special Inspections must be reported to the QC Manager

for correction. If discrepancies are not

corrected before the special inspector leaves

the site the observed discrepancies must be

documented in the daily report.

h. Submit a biweekly Special Inspection Report until all inspections are complete. A report is

required for each biweekly period in which

Special Inspections activity occurs, and must

include the following:

1. A brief summary of the work performed during the reporting time frame

2. Changes and/or discrepancies with the drawings, specifications, and mechanical or

electrical component certification if they

require seismic systems that were observed

during the reporting period.

3. Discrepancies which were resolved or corrected.

4. A list of nonconforming items requiring resolution.

5. All applicable test result including nondestructive testing reports.

j. At the completion of the project submit a comprehensive final report of Special

Inspections that documents the Special

Inspections completed for the project and

corrections of all discrepancies noted in the

daily reports. The comprehensive final report of

Special Inspections must be signed, dated and

indicate the certification of the special

inspector qualifying them to conduct the

inspection.

Applicable

when SIOR is

not required

Special

Inspectors

k. Submit daily reports to the SIOR Applicable

when SIOR is

required

3.2 DEFECTIVE WORK

Check work as it progresses, but failure to detect any defective work

or materials must in no way prevent later rejection if defective work

or materials are discovered, nor obligate the Government to accept such

work.


VAMC Baltimore, MD

01 45 35-16

-- End of Section –


VAMC Baltimore, MD

01 57 19- 1

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies the control of environmental pollution and damage

that the Contractor must consider for air, water, and land resources. It

includes management of visual aesthetics, noise, solid waste, radiant

energy, and radioactive materials, as well as other pollutants and

resources encountered or generated by the Contractor. The Contractor is

obligated to consider specified control measures with the costs included

within the various contract items of work.

B. Environmental pollution and damage is defined as the presence of

chemical, physical, or biological elements or agents which:

1. Adversely effect human health or welfare,

2. Unfavorably alter ecological balances of importance to human life,

3. Effect other species of importance to humankind, or;

4. Degrade the utility of the environment for aesthetic, cultural, and

historical purposes.

C. Definitions of Pollutants:

1. Chemical Waste: Petroleum products, bituminous materials, salts,

acids, alkalis, herbicides, pesticides, organic chemicals, and

inorganic wastes.

2. Debris: Combustible and noncombustible wastes, such as leaves, tree

trimmings, ashes, and waste materials resulting from construction or

maintenance and repair work.

3. Sediment: Soil and other debris that has been eroded and transported

by runoff water.

4. Solid Waste: Rubbish, debris, garbage, and other discarded solid

materials resulting from industrial, commercial, and agricultural

operations and from community activities.

5. Surface Discharge: The term "Surface Discharge" implies that the

water is discharged with possible sheeting action and subsequent soil

erosion may occur. Waters that are surface discharged may terminate

in drainage ditches, storm sewers, creeks, and/or "water of the

United States" and would require a permit to discharge water from the

governing agency.

6. Rubbish: Combustible and noncombustible wastes such as paper, boxes,

glass and crockery, metal and lumber scrap, tin cans, and bones.


VAMC Baltimore, MD

01 57 19- 2

7. Sanitary Wastes:

a. Sewage: Domestic sanitary sewage and human and animal waste.

b. Garbage: Refuse and scraps resulting from preparation, cooking,

dispensing, and consumption of food.

1.2 QUALITY CONTROL

A. Establish and maintain quality control for the environmental protection

of all items set forth herein.

B. Record on daily reports any problems in complying with laws,

regulations, and ordinances. Note any corrective action taken.

1.3 REFERENCES


extent referenced. The publications are referred to in the text by basic

designation only.

B. U.S. National Archives and Records Administration (NARA):

33 CFR 328..............Definitions

1.4 SUBMITTALS

A. In accordance with Section, 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND

SAMPLES, furnish the following:

1. Environmental Protection Plan: After the contract is awarded and

prior to the commencement of the work, the Contractor shall meet with

the Resident Engineer and/or COR to discuss the proposed

Environmental Protection Plan and to develop mutual understanding

relative to details of environmental protection. Not more than 20

days after the meeting, the Contractor shall prepare and submit to

the Resident Engineer and/or COR, and the Contracting Officer for

approval, a written and/or graphic Environmental Protection Plan

including, but not limited to, the following:

a. Name(s) of person(s) within the Contractor's organization who is

(are) responsible for ensuring adherence to the Environmental

Protection Plan.

b. Name(s) and qualifications of person(s) responsible for

manifesting hazardous waste to be removed from the site.

c. Name(s) and qualifications of person(s) responsible for training

the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel

training program.

e. A list of Federal, State, and local laws, regulations, and permits

concerning environmental protection, pollution control, noise

control and abatement that are applicable to the Contractor's


VAMC Baltimore, MD

01 57 19- 3

proposed operations and the requirements imposed by those laws,

regulations, and permits.

f. Methods for protection of features to be preserved within

authorized work areas including trees, shrubs, vines, grasses,

ground cover, landscape features, air and water quality, fish and

wildlife, soil, historical, and archeological and cultural

resources.

g. Procedures to provide the environmental protection that comply

with the applicable laws and regulations. Describe the procedures

to correct pollution of the environment due to accident, natural

causes, or failure to follow the procedures as described in the

Environmental Protection Plan.

h. Permits, licenses, and the location of the solid waste disposal

area.

i. Drawings showing locations of any proposed temporary excavations

or embankments for haul roads, material storage areas, structures,

sanitary facilities, and stockpiles of excess or spoil materials.

j. Environmental Monitoring Plans for the job site including land,

water, air, and noise.

k. Work Area Plan showing the proposed activity in each portion of

the area and identifying the areas of limited use or nonuse. Plan

should include measures for marking the limits of use areas.

B. Approval of the Contractor's Environmental Protection Plan will not

relieve the Contractor of responsibility for adequate and continued

control of pollutants and other environmental protection measures.

1.5 PROTECTION OF ENVIRONMENTAL RESOURCES

9. Handle and dispose of solid wastes in such a manner that will prevent

contamination of the environment. Place solid wastes (excluding

clearing debris) in containers that are emptied on a regular

schedule. Transport all solid waste off Government property and

dispose of waste in compliance with Federal, State, and local

requirements.

10. Store chemical waste away from the work areas in corrosion resistant

containers and dispose of waste in accordance with Federal, State,

and local regulations.

11. Handle discarded materials other than those included in the solid

waste category as directed by the Resident Engineer.

E. Protection of Air Resources: Keep construction activities under

surveillance, management, and control to minimize pollution of air

resources. Burning is not permitted on the job site. Keep activities,


VAMC Baltimore, MD

01 57 19- 4

equipment, processes, and work operated or performed, in strict

accordance with the State of Maryland and Federal emission and

performance laws and standards. Maintain ambient air quality standards

set by the Environmental Protection Agency, for those construction

operations and activities specified.

1. Particulates: Control dust particles, aerosols, and gaseous by-

products from all construction activities, processing, and

preparation of materials (such as from asphaltic batch plants) at all

times, including weekends, holidays, and hours when work is not in

progress.

2. Particulates Control: Maintain all excavations, stockpiles, haul

roads, permanent and temporary access roads, plant sites, spoil

areas, borrow areas, and all other work areas within or outside the

project boundaries free from particulates which would cause a hazard

or a nuisance. Sprinklering, chemical treatment of an approved type,

light bituminous treatment, baghouse, scrubbers, electrostatic

precipitators, or other methods are permitted to control particulates

in the work area.

3. Hydrocarbons and Carbon Monoxide: Control monoxide emissions from

equipment to Federal and State allowable limits.

4. Odors: Control odors of construction activities and prevent obnoxious

odors from occurring.

F. Reduction of Noise: Minimize noise using every action possible. Perform

noise-producing work in less sensitive hours of the day or week as

directed by the Resident Engineer. Maintain noise-produced work at or

below the decibel levels and within the time periods specified.

1. Perform construction activities involving repetitive, high-level

impact noise only between 8:00 a.m. and 6:00/p.m unless otherwise

permitted by local ordinance or the Resident Engineer. Repetitive

impact noise on the property shall not exceed the following dB

limitations:

Time Duration of Impact Noise Sound Level in dB

More than 12 minutes in any hour 70

Less than 30 seconds of any hour 85

Less than three minutes of any hour 80

Less than 12 minutes of any hour 75


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2. Provide sound-deadening devices on equipment and take noise abatement

measures that are necessary to comply with the requirements of this

contract, consisting of, but not limited to, the following:

a. Maintain maximum permissible construction equipment noise levels

at 15 m (50 feet) (dBA):

EARTHMOVING MATERIALS HANDLING

FRONT LOADERS 75 CONCRETE MIXERS 75

BACKHOES 75 CONCRETE PUMPS 75

DOZERS 75 CRANES 75

TRACTORS 75 DERRICKS IMPACT 75

SCAPERS 80 PILE DRIVERS 95

GRADERS 75 JACK HAMMERS 75

TRUCKS 75 ROCK DRILLS 80

PAVERS,

STATIONARY

80 PNEUMATIC TOOLS 80

PUMPS 75 BLASTING NONE

GENERATORS 75 SAWS 75

COMPRESSORS 75 VIBRATORS 75

b. Use shields or other physical barriers to restrict noise

transmission.

c. Provide soundproof housings or enclosures for noise-producing

machinery.

d. Use efficient silencers on equipment air intakes.

e. Use efficient intake and exhaust mufflers on internal combustion

engines that are maintained so equipment performs below noise

levels specified.

f. Line hoppers and storage bins with sound deadening material.

g. Conduct truck loading, unloading, and hauling operations so that

noise is kept to a minimum.

3. Measure sound level for noise exposure due to the construction at

least once every five successive working days while work is being

performed above 55 dB(A) noise level. Measure noise exposure at the

property line or 15 m (50 feet) from the noise source, whichever is

greater. Measure the sound levels on the A weighing network of a

General Purpose sound level meter at slow response. To minimize the

effect of reflective sound waves at buildings, take measurements at

900 to 1800 mm (three to six feet) in front of any building face.

Submit the recorded information to the Resident Engineer and/or COR

noting any problems and the alternatives for mitigating actions.


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G. Restoration of Damaged Property: If any direct or indirect damage is

done to public or private property resulting from any act, omission,

neglect, or misconduct, the Contractor shall restore the damaged

property to a condition equal to that existing before the damage at no

additional cost to the Government. Repair, rebuild, or restore property

as directed or make good such damage in an acceptable manner.

H. Final Clean-up: On completion of project and after removal of all

debris, rubbish, and temporary construction, Contractor shall leave the

construction area in a clean condition satisfactory to the Resident

Engineer. Cleaning shall include off the station disposal of all items

and materials not required to be salvaged, as well as all debris and

rubbish resulting from demolition and new work operations.

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SECTION 01 58 16

TEMPORARY INTERIOR SIGNAGE

PART 1 GENERAL

DESCRIPTION

This section specifies temporary interior signs.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNS

A. Fabricate from 50 Kg (110 pound) mat finish white paper.

B. Cut to 100 mm (4-inch) wide by 300 mm (12 inch) long size tag.

C. Punch 3 mm (1/8-inch) diameter hole centered on 100 mm (4-inch)

dimension of tag. Edge of Hole spaced approximately 13 mm (1/2-inch)

from one end on tag.

D. Reinforce hole on both sides with gummed cloth washer or other suitable

material capable of preventing tie pulling through paper edge.

E. Ties: Steel wire 0.3 mm (0.0120-inch) thick, attach to tag with twist

tie, leaving 150 mm (6-inch) long free ends.

PART 3 EXECUTION

3.1 INSTALLATION

A. Install temporary signs attached to room door frame or room door knob,

lever, or pull for doors on corridor openings.

B. Mark on signs with felt tip marker having approximately 3 mm (1/8-inch)

wide stroke for clearly legible numbers or letters.

C. Identify room with numbers as designated on floor plans.

3.2 LOCATION

A. Install on doors that have room, corridor, and space numbers shown.

B. Doors that do not require signs are as follows:

1. Corridor barrier doors (cross-corridor) in corridor with same

number.

2. Folding doors or partitions.

3. Toilet or bathroom doors within and between rooms.

4. Communicating doors in partitions between rooms with corridor

entrance doors.

5. Closet doors within rooms.

C. Replace missing, damaged, or illegible signs.

- - - E N D - - -


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MODIFICATION

06-01-12 CONTENT REVISED IN REFERENCE TO REQUIREMENT FOR RECYCLING OF

CONSTRUCTION AND DEMOLITION WASTE.


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SECTION 01 74 19

CONSTRUCTION WASTE MANAGEMENT

PART 1 – GENERAL

1.1 DESCRIPTION

A. This section specifies the requirements for the management of non-

hazardous building construction and demolition waste.

B. Waste disposal in landfills shall be minimized to the greatest extent

possible. Of the inevitable waste that is generated, as much of the

waste material as economically feasible shall be salvaged, recycled or

reused.

C. Contractor shall use all reasonable means to divert construction and

demolition waste from landfills and incinerators, and facilitate their

salvage and recycle not limited to the following:

1. Waste Management Plan development and implementation.

2. Techniques to minimize waste generation.

3. Sorting and separating of waste materials.

4. Salvage of existing materials and items for reuse or resale.

5. Recycling of materials that cannot be reused or sold.

D. At a minimum the following waste categories shall be diverted from

landfills:

1. Soil.

2. Inerts (eg, concrete, masonry and asphalt).

3. Clean dimensional wood and palette wood.

4. Green waste (biodegradable landscaping materials).

5. Engineered wood products (plywood, particle board and I-joists,

etc).

6. Metal products (eg, steel, wire, beverage containers, copper, etc).

7. Cardboard, paper and packaging.

8. Bitumen roofing materials.

9. Plastics (eg, ABS, PVC).

10. Carpet and/or pad.

11. Gypsum board.

12. Insulation.

13. Paint.

14. Fluorescent lamps.

1.2 RELATED WORK

A. Section 02 41 00, DEMOLITION.


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B. Section 01 00 00, GENERAL REQUIREMENTS.

C. Lead Paint: Section 02 83 33.13, LEAD BASED PAINT REMOVAL AND DISPOSAL.

1.3 QUALITY ASSURANCE

A. Contractor shall practice efficient waste management when sizing,

cutting and installing building products. Processes shall be employed

to ensure the generation of as little waste as possible. Construction

/Demolition waste includes products of the following:

1. Excess or unusable construction materials.

2. Packaging used for construction products.

3. Poor planning and/or layout.

4. Construction error.

5. Over ordering.

6. Weather damage.

7. Contamination.

8. Mishandling.

9. Breakage.

B. Establish and maintain the management of non-hazardous building

construction and demolition waste set forth herein. Conduct a site

assessment to estimate the types of materials that will be generated by

demolition and construction.

C. Contractor shall develop and implement procedures to recycle

construction and demolition waste to a minimum of 50 percent.

D. Contractor shall be responsible for implementation of any special

programs involving rebates or similar incentives related to recycling.

Any revenues or savings obtained from salvage or recycling shall accrue

to the contractor.

E. Contractor shall provide all demolition, removal and legal disposal of

materials. Contractor shall ensure that facilities used for recycling,

reuse and disposal shall be permitted for the intended use to the

extent required by local, state, federal regulations. The Whole

Building Design Guide website http://www.wbdg.org/tools/cwm.php

provides a Construction Waste Management Database that contains

information on companies that haul, collect, and process recyclable

debris from construction projects.

F. Contractor shall assign a specific area to facilitate separation of

materials for reuse, salvage, recycling, and return. Such areas are to


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be kept neat and clean and clearly marked in order to avoid

contamination or mixing of materials.

G. Contractor shall provide on-site instructions and supervision of

separation, handling, salvaging, recycling, reuse and return methods to

be used by all parties during waste generating stages.

H. Record on daily reports any problems in complying with laws,

regulations and ordinances with corrective action taken.

1.4 TERMINOLOGY

A. Class III Landfill: A landfill that accepts non-hazardous resources

such as household, commercial and industrial waste resulting from

construction, remodeling, repair and demolition operations.

B. Clean: Untreated and unpainted; uncontaminated with adhesives, oils,

solvents, mastics and like products.

C. Construction and Demolition Waste: Includes all non-hazardous resources

resulting from construction, remodeling, alterations, repair and

demolition operations.

D. Dismantle: The process of parting out a building in such a way as to

preserve the usefulness of its materials and components.

E. Disposal: Acceptance of solid wastes at a legally operating facility

for the purpose of land filling (includes Class III landfills and inert

fills).

F. Inert Backfill Site: A location, other than inert fill or other

disposal facility, to which inert materials are taken for the purpose

of filling an excavation, shoring or other soil engineering operation.

G. Inert Fill: A facility that can legally accept inert waste, such as

asphalt and concrete exclusively for the purpose of disposal.

H. Inert Solids/Inert Waste: Non-liquid solid resources including, but not

limited to, soil and concrete that does not contain hazardous waste or

soluble pollutants at concentrations in excess of water-quality

objectives established by a regional water board, and does not contain

significant quantities of decomposable solid resources.

I. Mixed Debris: Loads that include commingled recyclable and non-

recyclable materials generated at the construction site.

J. Mixed Debris Recycling Facility: A solid resource processing facility

that accepts loads of mixed construction and demolition debris for the

purpose of recovering re-usable and recyclable materials and disposing

non-recyclable materials.


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K. Permitted Waste Hauler: A company that holds a valid permit to collect

and transport solid wastes from individuals or businesses for the

purpose of recycling or disposal.

L. Recycling: The process of sorting, cleansing, treating, and

reconstituting materials for the purpose of using the altered form in

the manufacture of a new product. Recycling does not include burning,

incinerating or thermally destroying solid waste.

1. On-site Recycling – Materials that are sorted and processed on site

for use in an altered state in the work, i.e. concrete crushed for

use as a sub-base in paving.

2. Off-site Recycling – Materials hauled to a location and used in an

altered form in the manufacture of new products.

M. Recycling Facility: An operation that can legally accept materials for

the purpose of processing the materials into an altered form for the

manufacture of new products. Depending on the types of materials

accepted and operating procedures, a recycling facility may or may not

be required to have a solid waste facilities permit or be regulated by

the local enforcement agency.

N. Reuse: Materials that are recovered for use in the same form, on-site

or off-site.

O. Return: To give back reusable items or unused products to vendors for

credit.

P. Salvage: To remove waste materials from the site for resale or re-use

by a third party.

Q. Source-Separated Materials: Materials that are sorted by type at the

site for the purpose of reuse and recycling.

R. Solid Waste: Materials that have been designated as non-recyclable and

are discarded for the purposes of disposal.

S. Transfer Station: A facility that can legally accept solid waste for

the purpose of temporarily storing the materials for re-loading onto

other trucks and transporting them to a landfill for disposal, or

recovering some materials for re-use or recycling.

1.5 SUBMITTALS

A. In accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, and

SAMPLES, furnish the following:


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B. Prepare and submit to the Contracting Officer Representative a written

demolition debris management plan. The plan shall include, but not be

limited to, the following information:

1. Procedures to be used for debris management.

2. Techniques to be used to minimize waste generation.

3. Analysis of the estimated job site waste to be generated:

a. List of each material and quantity to be salvaged, reused,

recycled.

b. List of each material and quantity proposed to be taken to a

landfill.

4. Detailed description of the Means/Methods to be used for material

handling.

a. On site: Material separation, storage, protection where

applicable.

b. Off site: Transportation means and destination. Include list of

materials.

1) Description of materials to be site-separated and self-hauled

to designated facilities.

2) Description of mixed materials to be collected by designated

waste haulers and removed from the site.

c. The names and locations of mixed debris reuse and recycling

facilities or sites.

d. The names and locations of trash disposal landfill facilities or

sites.

e. Documentation that the facilities or sites are approved to

receive the materials.

C. Designated Manager responsible for instructing personnel, supervising,

documenting and administer over meetings relevant to the Waste

Management Plan.

D. Monthly summary of construction and demolition debris diversion and

disposal, quantifying all materials generated at the work site and

disposed of or diverted from disposal through recycling.


A Publications listed below form a part of this specification to the

extent referenced. Publications are referenced by the basic designation

only. In the event that criteria requirements conflict, the most

stringent requirements shall be met.


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B. U.S. Green Building Council (USGBC):

LEED Green Building Rating System for New Construction

1.7 RECORDS

Maintain records to document the quantity of waste generated; the

quantity of waste diverted through sale, reuse, or recycling; and the

quantity of waste disposed by landfill or incineration. Records shall

be kept in accordance with the LEED Reference Guide and LEED Template.

PART 2 - PRODUCTS

2.1 MATERIALS

A. List of each material and quantity to be salvaged, recycled, reused.

B. List of each material and quantity proposed to be taken to a landfill.

C. Material tracking data: Receiving parties, dates removed,

transportation costs, weight tickets, tipping fees, manifests,

invoices, net total costs or savings.

PART 3 - EXECUTION

3.1 COLLECTION

A. Provide all necessary containers, bins and storage areas to facilitate

effective waste management.

B. Clearly identify containers, bins and storage areas so that recyclable

materials are separated from trash and can be transported to respective

recycling facility for processing.

C. Hazardous wastes shall be separated, stored, disposed of according to

local, state, federal regulations.

3.2 DISPOSAL

A. Contractor shall be responsible for transporting and disposing of

materials that cannot be delivered to a source-separated or mixed

materials recycling facility to a transfer station or disposal facility

that can accept the materials in accordance with state and federal

regulations.

B. Construction or demolition materials with no practical reuse or that

cannot be salvaged or recycled shall be disposed of at a landfill or

incinerator.

3.3 REPORT

A. With each application for progress payment, submit a summary of

construction and demolition debris diversion and disposal including

beginning and ending dates of period covered.


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B. Quantify all materials diverted from landfill disposal through salvage

or recycling during the period with the receiving parties, dates

removed, transportation costs, weight tickets, manifests, invoices.

Include the net total costs or savings for each salvaged or recycled

material.

C. Quantify all materials disposed of during the period with the receiving

parties, dates removed, transportation costs, weight tickets, tipping

fees, manifests, invoices. Include the net total costs for each

disposal.

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SECTION 01 91 00

GENERAL COMMISSIONING REQUIREMENTS

PART 1 - GENERAL

1.1 COMMISSIONING DESCRIPTION

A. This Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS shall form the

basis of the construction phase commissioning process and procedures.

The Commissioning Agent shall add, modify, and refine the commissioning

procedures, as approved by the Department of Veterans Affairs (VA), to

suit field conditions and actual manufacturer's equipment, incorporate

test data and procedure results, and provide detailed scheduling for

all commissioning tasks.

B. Various sections of the project specifications require equipment

startup, testing, and adjusting services. Requirements for startup,

testing, and adjusting services specified in the Division 7, Division

21, Division 22, Division 23, Division 26, Division 27, Division 28,

and Division 31 series sections of these specifications are intended to

be provided in coordination with the commissioning services and are not

intended to duplicate services. The Contractor shall coordinate the

work required by individual specification sections with the

commissioning services requirements specified herein.

C. Where individual testing, adjusting, or related services are required

in the project specifications and not specifically required by this

commissioning requirements specification, the specified services shall

be provided and copies of documentation, as required by those

specifications shall be submitted to the VA and the Commissioning Agent

to be indexed for future reference.

D. Where training or educational services for VA are required and

specified in other sections of the specifications, including but not

limited to Division 7, Division 8, Division 21, Division 22, Division

23, Division 26, Division 27, Division 28, and Division 31 series

sections of the specification, these services are intended to be

provided in addition to the training and educational services specified

herein.

E. Commissioning is a systematic process of verifying that the building

systems perform interactively according to the construction documents

and the VA’s operational needs. The commissioning process shall

encompass and coordinate the system documentation, equipment startup,


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01 91 00 - 2

control system calibration, testing and balancing, performance testing

and training. Commissioning during the construction and post-occupancy

phases is intended to achieve the following specific objectives

according to the contract documents:

1. Verify that the applicable equipment and systems are installed in

accordance with the contact documents and according to the

manufacturer's recommendations.

2. Verify and document proper integrated performance of equipment and

systems.

3. Verify that Operations & Maintenance documentation is complete.

4. Verify that all components requiring servicing can be accessed,

serviced and removed without disturbing nearby components including

ducts, piping, cabling or wiring.

5. Verify that the VA’s operating personnel are adequately trained to

enable them to operate, monitor, adjust, maintain, and repair

building systems in an effective and energy-efficient manner.

6. Document the successful achievement of the commissioning objectives

listed above.

F. The commissioning process does not take away from or reduce the

responsibility of the Contractor to provide a finished and fully

functioning product.

1.2 CONTRACTUAL RELATIONSHIPS

A. For this construction project, the Department of Veterans Affairs

contracts with a Contractor to provide construction services. The

contracts are administered by the VA Contracting Officer and the

designated representative of the Contracting Officer. On this project,

the authority to modify the contract in any way is strictly limited to

the authority of the Contracting Officer.

B. In this project, only two contract parties are recognized and

communications on contractual issues are strictly limited to VA

Contracting Officer Representative (COR) and the Contractor. It is the

practice of the VA to require that communications between other parties

to the contracts (Subcontractors and Vendors) be conducted through the

COR and Contractor. It is also the practice of the VA that

communications between other parties of the project (Commissioning

Agent and Architect/Engineer) be conducted through the COR.

C. Whole Building Commissioning is a process that relies upon frequent and

direct communications, as well as collaboration between all parties to


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the construction process. By its nature, a high level of communication

and cooperation between the Commissioning Agent and all other parties

(Architects, Engineers, Subcontractors, Vendors, third party testing

agencies, etc.) is essential to the success of the Commissioning

effort.

D. With these fundamental practices in mind, the commissioning process

described herein has been developed to recognize that, in the execution

of the Commissioning Process, the Commissioning Agent must develop

effective methods to communicate with every member of the construction

team involved in delivering commissioned systems while simultaneously

respecting the exclusive contract authority of the Contracting Officer

and COR. Thus, the procedures outlined in this specification must be

executed within the following limitations:

1. No communications (verbal or written) from the Commissioning Agent

shall be deemed to constitute direction that modifies the terms of

any contract between the Department of Veterans Affairs and the

Contractor.

2. Commissioning Issues identified by the Commissioning Agent will be

delivered to the COR and copied to the designated Commissioning

Representatives for the Contractor and subcontractors on the

Commissioning Team for information only in order to expedite the

communication process. These issues must be understood as the

professional opinion of the Commissioning Agent and as suggestions

for resolution.

3. In the event that any Commissioning Issues and suggested resolutions

are deemed by the COR to require either an official interpretation

of the construction documents or require a modification of the

contract documents, the Contracting Officer or COR will issue an

official directive to this effect.

4. All parties to the Commissioning Process shall be individually

responsible for alerting the COR of any issues that they deem to

constitute a potential contract change prior to acting on these

issues.

5. Authority for resolution or modification of design and construction

issues rests solely with the Contracting Officer or the COR, with

appropriate technical guidance from the Architect/Engineer and/or

Commissioning Agent.


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1.3 RELATED WORK

A. Section 01 00 00 GENERAL REQUIREMENTS.

B. Section 01 32.16.15 PROJECT SCHEDULES (SMALL PROJECTS –

DESIGN/BID/BUILD)

C. Section 21 08 00 COMMISSIONING OF FIRE PROTECTION SYSTEMS.

D. Section 26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS. SYSTEMS. 1.4 SUMMARY

A. This Section includes general requirements that apply to implementation

of commissioning without regard to systems, subsystems, and equipment

being commissioned.

B. The commissioning activities have been developed to support the VA

requirements to meet guidelines for Federal Leadership in

Environmental, Energy, and Economic Performance.

1.5 ACRONYMS

List of Acronyms

Acronym Meaning

A/E Architect / Engineer Design Team

AHJ Authority Having Jurisdiction

ASHRAE Association Society for Heating Air Condition and

Refrigeration Engineers

BOD Basis of Design

BSC Building Systems Commissioning

CCTV Closed Circuit Television

CD Construction Documents

CMMS Computerized Maintenance Management System

CO Contracting Officer (VA)

COR Contracting Officer’s Representative (see also VA-RE)

COBie Construction Operations Building Information Exchange

CPC Construction Phase Commissioning

Cx Commissioning

CxA Commissioning Agent

CxM Commissioning Manager

CxR Commissioning Representative

DPC Design Phase Commissioning

FPT Functional Performance Test

GBI-GG Green Building Initiative - Green Globes

HVAC Heating, Ventilation, and Air Conditioning


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List of Acronyms

Acronym Meaning

LEED Leadership in Energy and Environmental Design

NC Department of Veterans Affairs National Cemetery

NCA Department of Veterans Affairs National Cemetery

Administration

NEBB National Environmental Balancing Bureau

O&M Operations & Maintenance

OPR Owner’s Project Requirements

PFC Pre-Functional Checklist

PFT Pre-Functional Test

SD Schematic Design

SO Site Observation

TAB Test Adjust and Balance

VA Department of Veterans Affairs

VAMC VA Medical Center

VA CFM VA Office of Construction and Facilities Management

VACO VA Central Office

VA PM VA Project Manager

VA-RE VA Resident Engineer

USGBC United States Green Building Council

1.6 DEFINITIONS

Acceptance Phase Commissioning: Commissioning tasks executed after most

construction has been completed, most Site Observations and Static

Tests have been completed and Pre-Functional Testing has been completed

and accepted. The main commissioning activities performed during this

phase are verification that the installed systems are functional by

conducting Systems Functional Performance tests and Owner Training.

Accuracy: The capability of an instrument to indicate the true value of

a measured quantity.

Back Check: A back check is a verification that an agreed upon

solution to a design comment has been adequately addressed in a

subsequent design review

Basis of Design (BOD): The Engineer’s Basis of Design is comprised of

two components: the Design Criteria and the Design Narrative, these

documents record the concepts, calculations, decisions, and product


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selections used to meet the Owner’s Project Requirements (OPR) and to

satisfy applicable regulatory requirements, standards, and guidelines.

Benchmarks: Benchmarks are the comparison of a building’s energy usage

to other similar buildings and to the building itself. For example,

ENERGY STAR Portfolio Manager is a frequently used and nationally

recognized building energy benchmarking tool.

Building Information Modeling (BIM): Building Information Modeling is

a parametric database which allows a building to be designed and

constructed virtually in 3D, and provides reports both in 2D views and

as schedules. This electronic information can be extracted and reused

for pre-populating facility management CMMS systems. Building Systems

Commissioning (BSC): NEBB acronym used to designate its commissioning

program.

Calibrate: The act of comparing an instrument of unknown accuracy with

a standard of known accuracy to detect, correlate, report, or eliminate

by adjustment any variation in the accuracy of the tested instrument.

CCTV: Closed circuit Television. Normally used for security

surveillance and alarm detections as part of a special electrical

security system.

COBie: Construction Operations Building Information Exchange (COBie)

is an electronic industry data format used to transfer information

developed during design, construction, and commissioning into the

Computer Maintenance Management Systems (CMMS) used to operate

facilities. See the Whole Building Design Guide website for further

information (http://www.wbdg.org/resources/cobie.php)

Commissionability: Defines a design component or construction process

that has the necessary elements that will allow a system or component

to be effectively measured, tested, operated and commissioned

Commissioning Agent (CxA): The qualified Commissioning Professional who

administers the Cx process by managing the Cx team and overseeing the

Commissioning Process. Where CxA is used in this specification it means

the Commissioning Agent, members of his staff or appointed members of

the commissioning team. Note that LEED uses the term Commissioning

Authority in lieu of Commissioning Agent.

Commissioning Checklists: Lists of data or inspections to be verified

to ensure proper system or component installation, operation, and

function. Verification checklists are developed and used during all


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phases of the commissioning process to verify that the Owner’s Project

Requirements (OPR) is being achieved.

Commissioning Design Review: The commissioning design review is a

collaborative review of the design professionals design documents for

items pertaining to the following: owner’s project requirements; basis

of design; operability and maintainability (O&M) including

documentation; functionality; training; energy efficiency, control

systems’ sequence of operations including building automation system

features; commissioning specifications and the ability to functionally

test the systems.

Commissioning Issue: A condition identified by the Commissioning Agent

or other member of the Commissioning Team that adversely affects the

commissionability, operability, maintainability, or functionality of a

system, equipment, or component. A condition that is in conflict with

the Contract Documents and/or performance requirements of the installed

systems and components. (See also – Commissioning Observation).

Commissioning Manager (CxM): A qualified individual appointed by the

Contractor to manage the commissioning process on behalf of the

Contractor.

Commissioning Observation: An issue identified by the Commissioning

Agent or other member of the Commissioning Team that does not conform

to the project OPR, contract documents or standard industry best

practices. (See also Commissioning Issue)

Commissioning Plan: A document that outlines the commissioning process,

commissioning scope and defines responsibilities, processes, schedules,

and the documentation requirements of the Commissioning Process.

Commissioning Process: A quality focused process for enhancing the

delivery of a project. The process focuses upon verifying and

documenting that the facility and all of its systems, components, and

assemblies are planned, designed, installed, tested, can be operated,

and maintained to meet the Owner's Project Requirements.

Commissioning Report: The final commissioning document which presents

the commissioning process results for the project. Cx reports include

an executive summary, the commissioning plan, issue log,

correspondence, and all appropriate check sheets and test forms.

Commissioning Representative (CxR): An individual appointed by a sub-

contractor to manage the commissioning process on behalf of the sub-

contractor.


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Commissioning Specifications: The contract documents that detail the

objective, scope and implementation of the commissioning process as

developed in the Commissioning Plan.

Commissioning Team: Individual team members whose coordinated actions

are responsible for implementing the Commissioning Process.

Construction Phase Commissioning: All commissioning efforts executed

during the construction process after the design phase and prior to the

Acceptance Phase Commissioning.

Contract Documents (CD): Contract documents include design and

construction contracts, price agreements and procedure agreements.

Contract Documents also include all final and complete drawings,

specifications and all applicable contract modifications or

supplements.

Construction Phase Commissioning (CPC): All commissioning efforts

executed during the construction process after the design phase and

prior to the Acceptance Phase Commissioning.

Coordination Drawings: Drawings showing the work of all trades that are

used to illustrate that equipment can be installed in the space

allocated without compromising equipment function or access for

maintenance and replacement. These drawings graphically illustrate and

dimension manufacturers’ recommended maintenance clearances. On

mechanical projects, coordination drawings include structural steel,

ductwork, major piping and electrical conduit and show the elevations

and locations of the above components.

Data Logging: The monitoring and recording of temperature, flow,

current, status, pressure, etc. of equipment using stand-alone data

recorders.

Deferred System Test: Tests that cannot be completed at the end of the

acceptance phase due to ambient conditions, schedule issues or other

conditions preventing testing during the normal acceptance testing

period.

Deficiency: See “Commissioning Issue”.

Design Criteria: A listing of the VA Design Criteria outlining the

project design requirements, including its source. These are used

during the design process to show the design elements meet the OPR.

Design Intent: The overall term that includes the OPR and the BOD. It

is a detailed explanation of the ideas, concepts, and criteria that are

defined by the owner to be important. The design intent documents are


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utilized to provide a written record of these ideas, concepts and

criteria.

Design Narrative: A written description of the proposed design

solutions that satisfy the requirements of the OPR.

Design Phase Commissioning (DPC): All commissioning tasks executed

during the design phase of the project.

Environmental Systems: Systems that use a combination of mechanical

equipment, airflow, water flow and electrical energy to provide

heating, ventilating, air conditioning, humidification, and

dehumidification for the purpose of human comfort or process control of

temperature and humidity.

Executive Summary: A section of the Commissioning report that reviews

the general outcome of the project. It also includes any unresolved

issues, recommendations for the resolution of unresolved issues and all

deferred testing requirements.

Functionality: This defines a design component or construction process

which will allow a system or component to operate or be constructed in

a manner that will produce the required outcome of the OPR.

Functional Test Procedure (FTP): A written protocol that defines

methods, steps, personnel, and acceptance criteria for tests conducted

on components, equipment, assemblies, systems, and interfaces among

systems.

Industry Accepted Best Practice: A design component or construction

process that has achieved industry consensus for quality performance

and functionality. Refer to the current edition of the NEBB Design

Phase Commissioning Handbook for examples.

Installation Verification: Observations or inspections that confirm

the system or component has been installed in accordance with the

contract documents and to industry accepted best practices.

Integrated System Testing: Integrated Systems Testing procedures entail

testing of multiple integrated systems performance to verify proper

functional interface between systems. Typical Integrated Systems

Testing includes verifying that building systems respond properly to

loss of utility, transfer to emergency power sources, re-transfer from

emergency power source to normal utility source; interface between HVAC

controls and Fire Alarm systems for equipment shutdown, interface

between Fire Alarm system and elevator control systems for elevator

recall and shutdown; interface between Fire Alarm System and Security


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Access Control Systems to control access to spaces during fire alarm

conditions; and other similar tests as determined for each specific

project.

Issues Log: A formal and ongoing record of problems or concerns – and

their resolution – that have been raised by members of the

Commissioning Team during the course of the Commissioning Process.

Lessons Learned Workshop: A workshop conducted to discuss and document

project successes and identify opportunities for improvements for

future projects.

Maintainability: A design component or construction process that will

allow a system or component to be effectively maintained. This includes

adequate room for access to adjust and repair the equipment.

Maintainability also includes components that have readily obtainable

repair parts or service.

Manual Test: Testing using hand-held instruments, immediate control

system readouts or direct observation to verify performance (contrasted

to analyzing monitored data taken over time to make the ‘observation’).

Owner’s Project Requirements (OPR): A written document that details the

project requirements and the expectations of how the building and its

systems will be used and operated. These include project goals,

measurable performance criteria, cost considerations, benchmarks,

success criteria, and supporting information.

Peer Review: A formal in-depth review separate from the commissioning

review processes. The level of effort and intensity is much greater

than a typical commissioning facilitation or extended commissioning

review. The VA usually hires an independent third-party (called the

IDIQ A/E) to conduct peer reviews.

Precision: The ability of an instrument to produce repeatable readings

of the same quantity under the same conditions. The precision of an

instrument refers to its ability to produce a tightly grouped set of

values around the mean value of the measured quantity.

Pre-Design Phase Commissioning: Commissioning tasks performed prior to

the commencement of design activities that includes project programming

and the development of the commissioning process for the project

Pre-Functional Checklist (PFC): A form used by the contractor to

verify that appropriate components are onsite, correctly installed, set

up, calibrated, functional and ready for functional testing.


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Pre-Functional Test (PFT): An inspection or test that is done before

functional testing. PFT’s include installation verification and system

and component start up tests.

Procedure or Protocol: A defined approach that outlines the execution

of a sequence of work or operations. Procedures are used to produce

repeatable and defined results.

Range: The upper and lower limits of an instrument’s ability to measure

the value of a quantity for which the instrument is calibrated.

Resolution: This word has two meanings in the Cx Process. The first

refers to the smallest change in a measured variable that an instrument

can detect. The second refers to the implementation of actions that

correct a tested or observed deficiency.

Site Observation Visit: On-site inspections and observations made by

the Commissioning Agent for the purpose of verifying component,

equipment, and system installation, to observe contractor testing,

equipment start-up procedures, or other purposes.

Site Observation Reports (SO): Reports of site inspections and

observations made by the Commissioning Agent. Observation reports are

intended to provide early indication of an installation issue which

will need correction or analysis.

Special System Inspections: Inspections required by a local code

authority prior to occupancy and are not normally a part of the

commissioning process.

Static Tests: Tests or inspections that validate a specified static

condition such as pressure testing. Static tests may be specification

or code initiated.

Start Up Tests: Tests that validate the component or system is ready

for automatic operation in accordance with the manufactures

requirements.

Systems Manual: A system-focused composite document that includes all

information required for the owners operators to operate the systems.

Test Procedure: A written protocol that defines methods, personnel, and

expectations for tests conducted on components, equipment, assemblies,

systems, and interfaces among systems.

Testing: The use of specialized and calibrated instruments to measure

parameters such as: temperature, pressure, vapor flow, air flow, fluid

flow, rotational speed, electrical characteristics, velocity, and other

data in order to determine performance, operation, or function.


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Testing, Adjusting, and Balancing (TAB): A systematic process or

service applied to heating, ventilating and air-conditioning (HVAC)

systems and other environmental systems to achieve and document air and

hydronic flow rates. The standards and procedures for providing these

services are referred to as “Testing, Adjusting, and Balancing” and are

described in the Procedural Standards for the Testing, Adjusting and

Balancing of Environmental Systems, published by NEBB or AABC.

Thermal Scans: Thermographic pictures taken with an Infrared

Thermographic Camera. Thermographic pictures show the relative

temperatures of objects and surfaces and are used to identify leaks,

thermal bridging, thermal intrusion, electrical overload conditions,

moisture containment, and insulation failure.

Training Plan: A written document that details, in outline form the

expectations of the operator training. Training agendas should include

instruction on how to obtain service, operate, startup, shutdown and

maintain all systems and components of the project.

Trending: Monitoring over a period of time with the building

automation system.

Unresolved Commissioning Issue: Any Commissioning Issue that, at the

time that the Final Report or the Amended Final Report is issued that

has not been either resolved by the construction team or accepted by

the VA. Validation: The process by which work is verified as complete

and operating correctly:

1. First party validation occurs when a firm or individual verifying

the task is the same firm or individual performing the task.

2. Second party validation occurs when the firm or individual verifying

the task is under the control of the firm performing the task or has

other possibilities of financial conflicts of interest in the

resolution (Architects, Designers, General Contractors and Third

Tier Subcontractors or Vendors).

3. Third party validation occurs when the firm verifying the task is

not associated with or under control of the firm performing or

designing the task.

Verification: The process by which specific documents, components,

equipment, assemblies, systems, and interfaces among systems are

confirmed to comply with the criteria described in the Owner’s Project

Requirements.


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Warranty Phase Commissioning: Commissioning efforts executed after a

project has been completed and accepted by the Owner. Warranty Phase

Commissioning includes follow-up on verification of system performance,

measurement and verification tasks and assistance in identifying

warranty issues and enforcing warranty provisions of the construction

contract.

Warranty Visit: A commissioning meeting and site review where all

outstanding warranty issues and deferred testing is reviewed and

discussed.

Whole Building Commissioning: Commissioning of building systems such as

Building Envelope, HVAC, Electrical, Special Electrical (Fire Alarm,

Security & Communications), Plumbing and Fire Protection as described

in this specification.

1.7 SYSTEMS TO BE COMMISSIONED

A. Commissioning of a system or systems specified for this project is part

of the construction process. Documentation and testing of these

systems, as well as training of the VA’s Operation and Maintenance

personnel, is required in cooperation with the VA and the Commissioning

Agent.

B. The following systems will be commissioned as part of this project:

Systems To Be Commissioned

System Description

Building Exterior Closure

None

Specialties

None

Equipment

None

Conveying Equipment

None

Fire Suppression

Fire Sprinkler Systems Wet pipe system, dry pipe system, pre-action

system, special agent systems

Plumbing


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System Description

None

HVAC

None

Electrical

Grounding & Bonding

Systems

Witness 3rd party testing, review reports

Electric Power

Monitoring Systems

Metering, sub-metering, power monitoring

systems, PLC control systems

Electrical System

Protective Device

Review reports, verify field settings

Low-Voltage

Distribution System

Normal power distribution system, Life-safety

power distribution system, critical power

distribution system, equipment power

distribution system, switchboards,

distribution panels, panelboards, verify

breaker testing results (injection current,

etc)

Emergency Power

Generation Systems

Generators, Generator paralleling switchgear,

automatic transfer switches, PLC and other

control systems

Lightning Protection

System

Witness 3rd party testing, review reports

Communications

None

Electronic Safety and Security

Grounding & Bonding Witness 3rd party testing, review reports

Fire Detection and

Alarm System

100% device acceptance testing, battery draw-

down test, verify system monitoring, verify

interface with other systems.

Renewable Energy Sources

None

Site Utilities

None

Transportation


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System Description

Integrated Systems Tests

Loss of Power Response Loss of power to building, loss of power to

campus, restoration of power to building,

restoration of power to campus.

Fire Alarm Response Integrated System Response to Fire Alarm

Condition and Return to Normal

Table Notes

None

1.8 COMMISSIONING TEAM

A. The commissioning team shall consist of, but not be limited to,

representatives of Contractor, including Project Superintendent and

subcontractors, installers, schedulers, suppliers, and specialists

deemed appropriate by the Department of Veterans Affairs (VA) and


B. Members Appointed by Contractor:

1. Contractor’ Commissioning Manager: The designated person, company,

or entity that plans, schedules and coordinates the commissioning

activities for the construction team.

2. Contractor’s Commissioning Representative(s): Individual(s), each

having authority to act on behalf of the entity he or she

represents, explicitly organized to implement the commissioning

process through coordinated actions.

C. Members Appointed by VA:

1. Commissioning Agent: The designated person, company, or entity that

plans, schedules, and coordinates the commissioning team to

implement the commissioning process. The VA will engage the CxA

under a separate contract.

2. User: Representatives of the facility user and operation and

maintenance personnel.

3. A/E: Representative of the Architect and engineering design

professionals.

1.9 VA'S COMMISSIONING RESPONSIBILITIES

A. Appoint an individual, company or firm to act as the Commissioning

Agent.


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B. Assign operation and maintenance personnel and schedule them to

participate in commissioning team activities including, but not limited

to, the following:

1. Coordination meetings.

2. Training in operation and maintenance of systems, subsystems, and

equipment.

3. Testing meetings.

4. Witness and assist in Systems Functional Performance Testing.

5. Demonstration of operation of systems, subsystems, and equipment.

C. Provide the Construction Documents, prepared by Architect and approved

by VA, to the Commissioning Agent and for use in managing the

commissioning process, developing the commissioning plan, systems

manuals, and reviewing the operation and maintenance training plan.

1.10 CONTRACTOR'S COMMISSIONING RESPONSIBILITIES

A. The Contractor shall assign a Commissioning Manager to manage

commissioning activities of the Contractor, and subcontractors.

B. The Contractor shall ensure that the commissioning responsibilities

outlined in these specifications are included in all subcontracts and

that subcontractors comply with the requirements of these

specifications.

C. The Contractor shall ensure that each installing subcontractor shall

assign representatives with expertise and authority to act on behalf of

the subcontractor and schedule them to participate in and perform

commissioning team activities including, but not limited to, the

following:

1. Participate in commissioning coordination meetings.

2. Conduct operation and maintenance training sessions in accordance

with approved training plans.

3. Verify that Work is complete and systems are operational according

to the Contract Documents, including calibration of instrumentation

and controls.

4. Evaluate commissioning issues and commissioning observations

identified in the Commissioning Issues Log, field reports, test

reports or other commissioning documents. In collaboration with

entity responsible for system and equipment installation, recommend

corrective action.

5. Review and comment on commissioning documentation.


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6. Participate in meetings to coordinate Systems Functional Performance

Testing.

7. Provide schedule for operation and maintenance data submittals,

equipment startup, and testing to Commissioning Agent for

incorporation into the commissioning plan.

8. Provide information to the Commissioning Agent for developing

commissioning plan.

9. Participate in training sessions for VA's operation and maintenance

personnel.

10. Provide technicians who are familiar with the construction and

operation of installed systems and who shall develop specific test

procedures to conduct Systems Functional Performance Testing of

installed systems.

1.11 COMMISSIONING AGENT’S RESPONSIBILITIES

A. Organize and lead the commissioning team.

B. Prepare the commissioning plan. See Paragraph 1.11-A of this

specification Section for further information.

C. Review and comment on selected submittals from the Contractor for

general conformance with the Construction Documents. Review and

comment on the ability to test and operate the system and/or equipment,

including providing gages, controls and other components required to

operate, maintain, and test the system. Review and comment on

performance expectations of systems and equipment and interfaces

between systems relating to the Construction Documents.

D. At the beginning of the construction phase, conduct an initial

construction phase coordination meeting for the purpose of reviewing

the commissioning activities and establishing tentative schedules for

operation and maintenance submittals; operation and maintenance

training sessions; TAB Work; Pre-Functional Checklists, Systems

Functional Performance Testing; and project completion.

E. Convene commissioning team meetings for the purpose of coordination,

communication, and conflict resolution; discuss status of the

commissioning processes. Responsibilities include arranging for

facilities, preparing agenda and attendance lists, and notifying

participants. The Commissioning Agent shall prepare and distribute

minutes to commissioning team members and attendees within five

workdays of the commissioning meeting.


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F. Observe construction and report progress, observations and issues.

Observe systems and equipment installation for adequate accessibility

for maintenance and component replacement or repair, and for general

conformance with the Construction Documents.

G. Prepare Project specific Pre-Functional Checklists and Systems

Functional Performance Test procedures.

H. Coordinate Systems Functional Performance Testing schedule with the

Contractor.

I. Witness selected systems startups.

J. Verify selected Pre-Functional Checklists completed and submitted by

the Contractor.

K. Witness and document Systems Functional Performance Testing.

L. Compile test data, inspection reports, and certificates and include

them in the systems manual and commissioning report.

M. Review and comment on operation and maintenance (O&M) documentation and

systems manual outline for compliance with the Contract Documents.

Operation and maintenance documentation requirements are specified in

Paragraph 1.25, Section 01 00 00 GENERAL REQUIREMENTS.

N. Review operation and maintenance training program developed by the

Contractor. Verify training plans provide qualified instructors to

conduct operation and maintenance training.

O. Prepare commissioning Field Observation Reports.

P. Prepare the Final Commissioning Report.

Q. Return to the site at 10 months into the 12 month warranty period and

review with facility staff the current building operation and the

condition of outstanding issues related to the original and seasonal

Systems Functional Performance Testing. Also interview facility staff

and identify problems or concerns they have operating the building as

originally intended. Make suggestions for improvements and for

recording these changes in the O&M manuals. Identify areas that may

come under warranty or under the original construction contract. Assist

facility staff in developing reports, documents and requests for

services to remedy outstanding problems.

R. Assemble the final commissioning documentation, including the Final

Commissioning Report and Addendum to the Final Commissioning Report.


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1.12 COMMISSIONING DOCUMENTATION

A. Commissioning Plan: A document, prepared by Commissioning Agent, that

outlines the schedule, allocation of resources, and documentation

requirements of the commissioning process, and shall include, but is

not limited, to the following:

1. Plan for delivery and review of submittals, systems manuals, and

other documents and reports. Identification of the relationship of

these documents to other functions and a detailed description of

submittals that are required to support the commissioning processes.

Submittal dates shall include the latest date approved submittals

must be received without adversely affecting commissioning plan.

2. Description of the organization, layout, and content of

commissioning documentation (including systems manual) and a

detailed description of documents to be provided along with

identification of responsible parties.

3. Identification of systems and equipment to be commissioned.

4. Schedule of Commissioning Coordination meetings.

5. Identification of items that must be completed before the next

operation can proceed.

6. Description of responsibilities of commissioning team members.

7. Description of observations to be made.

8. Description of requirements for operation and maintenance training.

9. Schedule for commissioning activities with dates coordinated with

overall construction schedule.

10. Process and schedule for documenting changes on a continuous basis

to appear in Project Record Documents.

11. Process and schedule for completing prestart and startup checklists

for systems, subsystems, and equipment to be verified and tested.

12. Preliminary Systems Functional Performance Test procedures.

B. Systems Functional Performance Test Procedures: The Commissioning

Agent will develop Systems Functional Performance Test Procedures for

each system to be commissioned, including subsystems, or equipment and

interfaces or interlocks with other systems. Systems Functional

Performance Test Procedures will include a separate entry, with space

for comments, for each item to be tested. Preliminary Systems

Functional Performance Test Procedures will be provided to the VA,

Architect/Engineer, and Contractor for review and comment. The Systems

Performance Test Procedure will include test procedures for each mode


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of operation and provide space to indicate whether the mode under test

responded as required. Each System Functional Performance Test

procedure, regardless of system, subsystem, or equipment being tested,

shall include, but not be limited to, the following:

1. Name and identification code of tested system.

2. Test number.

3. Time and date of test.

4. Indication of whether the record is for a first test or retest

following correction of a problem or issue.

5. Dated signatures of the person performing test and of the witness,

if applicable.

6. Individuals present for test.

7. Observations and Issues.

8. Issue number, if any, generated as the result of test.

C. Pre-Functional Checklists: The Commissioning Agent will prepare Pre-

Functional Checklists. Pre-Functional Checklists shall be completed

and signed by the Contractor, verifying that systems, subsystems,

equipment, and associated controls are ready for testing. The

Commissioning Agent will spot check Pre-Functional Checklists to verify

accuracy and readiness for testing. Inaccurate or incomplete Pre-

Functional Checklists shall be returned to the Contractor for

correction and resubmission.

D. Test and Inspection Reports: The Commissioning Agent will record test

data, observations, and measurements on Systems Functional Performance

Test Procedure. The report will also include recommendation for system

acceptance or non-acceptance. Photographs, forms, and other means

appropriate for the application shall be included with data.

Commissioning Agent will compile test and inspection reports and test

and inspection certificates and include them in systems manual and

commissioning report.

E. Corrective Action Documents: The Commissioning Agent will document

corrective action taken for systems and equipment that fail tests. The

documentation will include any required modifications to systems and

equipment and/or revisions to test procedures, if any. The

Commissioning Agent will witness and document any retesting of systems

and/or equipment requiring corrective action and document retest

results. The contractor is liable for any cost incurred by the VA as a


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result or retesting. This cost may include additional fees to the

Commissioning Agent and/or A/E.

F. Commissioning Issues Log: The Commissioning Agent will prepare and

maintain Commissioning Issues Log that describes Commissioning Issues

and Commissioning Observations that are identified during the

Commissioning process. These observations and issues include, but are

not limited to, those that are at variance with the Contract Documents.

The Commissioning Issues Log will identify and track issues as they are

encountered, the party responsible for resolution, progress toward

resolution, and document how the issue was resolved. The Master

Commissioning Issues Log will also track the status of unresolved

issues.

1. Creating a Commissioning Issues Log Entry:

a. Identify the issue with unique numeric or alphanumeric identifier

by which the issue may be tracked.

b. Assign a descriptive title for the issue.

c. Identify date and time of the issue.

d. Identify test number of test being performed at the time of the

observation, if applicable, for cross reference.

e. Identify system, subsystem, and equipment to which the issue

applies.

f. Identify location of system, subsystem, and equipment.

g. Include information that may be helpful in diagnosing or

evaluating the issue.

h. Note recommended corrective action.

i. Identify commissioning team member responsible for corrective

action.

j. Identify expected date of correction.

k. Identify person that identified the issue.

2. Documenting Issue Resolution:

a. Log date correction is completed or the issue is resolved.

b. Describe corrective action or resolution taken. Include

description of diagnostic steps taken to determine root cause of

the issue, if any.

c. Identify changes to the Contract Documents that may require

action.

d. State that correction was completed and system, subsystem, and

equipment are ready for retest, if applicable.


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e. Identify person(s) who corrected or resolved the issue.

f. Identify person(s) verifying the issue resolution.

G. Final Commissioning Report: The Commissioning Agent will document

results of the commissioning process, including unresolved issues, and

performance of systems, subsystems, and equipment. The Commissioning

Report will indicate whether systems, subsystems, and equipment have

been properly installed and are performing according to the Contract

Documents. This report will be used by the Department of Veterans

Affairs when determining that systems will be accepted. This report

will be used to evaluate systems, subsystems, and equipment and will

serve as a future reference document during VA occupancy and operation.

It shall describe components and performance that exceed requirements

of the Contract Documents and those that do not meet requirements of

the Contract Documents. The commissioning report will include, but is

not limited to, the following:

1. Lists and explanations of substitutions; compromises; variances with

the Contract Documents; record of conditions; and, if appropriate,

recommendations for resolution. Design Narrative documentation

maintained by the Commissioning Agent.

2. Commissioning plan.

3. Pre-Functional Checklists completed by the Contractor, with

annotation of the Commissioning Agent review and spot check.

4. Systems Functional Performance Test Procedures, with annotation of

test results and test completion.

5, Commissioning Issues Log.

6. Listing of deferred and off-season test(s) not performed, including

the schedule for their completion.

H. Addendum to Final Commissioning Report: The Commissioning Agent will

prepare an Addendum to the Final Commissioning Report near the end of

the Warranty Period. The Addendum will indicate whether systems,

subsystems, and equipment are complete and continue to perform

according to the Contract Documents. The Addendum to the Final

Commissioning Report shall include, but is not limited to, the

following:

1. Documentation of deferred and off season test(s) results.

2. Completed Systems Functional Performance Test Procedures for off

season test(s).


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3. Documentation that unresolved system performance issues have been

resolved.

4. Updated Commissioning Issues Log, including status of unresolved

issues.

5. Identification of potential Warranty Claims to be corrected by the

Contractor.

I. Systems Manual: The Commissioning Agent will gather required

information and compile the Systems Manual. The Systems Manual will

include, but is not limited to, the following:

1. Design Narrative, including system narratives, schematics, single-

line diagrams, flow diagrams, equipment schedules, and changes made

throughout the Project.

2. Reference to Final Commissioning Plan.

3. Reference to Final Commissioning Report.

4. Approved Operation and Maintenance Data as submitted by the

Contractor.

1.13 SUBMITTALS

A. Preliminary Commissioning Plan Submittal: The Commissioning Agent has

prepared a Preliminary Commissioning Plan based on the final

Construction Documents. The Preliminary Commissioning Plan is included

as an Appendix to this specification section. The Preliminary

Commissioning Plan is provided for information only. It contains

preliminary information about the following commissioning activities:

1. The Commissioning Team: A list of commissioning team members by

organization.

2. Systems to be commissioned. A detailed list of systems to be

commissioned for the project. This list also provides preliminary

information on systems/equipment submittals to be reviewed by the

Commissioning Agent; preliminary information on Pre-Functional

Checklists that are to be completed; preliminary information on

Systems Performance Testing, including information on testing sample

size (where authorized by the VA).

3. Commissioning Team Roles and Responsibilities: Preliminary roles and

responsibilities for each Commissioning Team member.

4. Commissioning Documents: A preliminary list of commissioning-related

documents, include identification of the parties responsible for

preparation, review, approval, and action on each document.


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5. Commissioning Activities Schedule: Identification of Commissioning

Activities, including Systems Functional Testing, the expected

duration and predecessors for the activity.

6. Pre-Functional Checklists: Preliminary Pre-Functional Checklists

for equipment, components, subsystems, and systems to be

commissioned. These Preliminary Pre-Functional Checklists provide

guidance on the level of detailed information the Contractor shall

include on the final submission.

7. Systems Functional Performance Test Procedures: Preliminary step-

by-step System Functional Performance Test Procedures to be used

during Systems Functional Performance Testing. These Preliminary

Systems Functional Performance procedures provide information on the

level of testing rigor, and the level of Contractor support required

during performance of system’s testing.

B. Final Commissioning Plan Submittal: Based on the Final Construction

Documents and the Contractor’s project team, the Commissioning Agent

will prepare the Final Commissioning Plan as described in this section.

The Commissioning Agent will submit three hard copies and three sets of

electronic files of Final Commissioning Plan. The Contractor shall

review the Commissioning Plan and provide any comments to the VA. The

Commissioning Agent will incorporate review comments into the Final

Commissioning Plan as directed by the VA.

C. Systems Functional Performance Test Procedure: The Commissioning Agent

will submit preliminary Systems Functional Performance Test Procedures

to the Contractor, and the VA for review and comment. The Contractor

shall return review comments to the VA and the Commissioning Agent.

The VA will also return review comments to the Commissioning Agent. The

Commissioning Agent will incorporate review comments into the Final

Systems Functional Test Procedures to be used in Systems Functional

Performance Testing.

D. Pre-Functional Checklists: The Commissioning Agent will submit Pre-

Functional Checklists to be completed by the Contractor.

E. Test and Inspection Reports: The Commissioning Agent will submit test

and inspection reports to the VA with copies to the Contractor and the

Architect/Engineer.

F. Corrective Action Documents: The Commissioning Agent will submit

corrective action documents to the VA Resident Engineer with copies to

the Contractor and Architect.


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G. Preliminary Commissioning Report Submittal: The Commissioning Agent

will submit three electronic copies of the preliminary commissioning

report. One electronic copy, with review comments, will be returned to

the Commissioning Agent for preparation of the final submittal.

H. Final Commissioning Report Submittal: The Commissioning Agent will

submit four sets of electronically formatted information of the final

commissioning report to the VA. The final submittal will incorporate

comments as directed by the VA.

I. Data for Commissioning:

1. The Commissioning Agent will request in writing from the Contractor

specific information needed about each piece of commissioned

equipment or system to fulfill requirements of the Commissioning

Plan.

2. The Commissioning Agent may request further documentation as is

necessary for the commissioning process or to support other VA data

collection requirements, including Construction Operations Building

Information Exchange (COBIE), Building Information Modeling (BIM),

etc.

1.14 COMMISSIONING PROCESS

A. The Commissioning Agent will be responsible for the overall management

of the commissioning process as well as coordinating scheduling of

commissioning tasks with the VA and the Contractor. As directed by the

VA, the Contractor shall incorporate Commissioning tasks, including,

but not limited to, Systems Functional Performance Testing (including

predecessors) with the Master Construction Schedule.

B. Within 14 days of contract award, the Contractor shall designate a

specific individual as the Commissioning Manager (CxM) to manage and

lead the commissioning effort on behalf of the Contractor. The

Commissioning Manager shall be the single point of contact and

communications for all commissioning related services by the

Contractor.

C. Within 14 days of contract award, the Contractor shall ensure that each

subcontractor designates specific individuals as Commissioning

Representatives (CXR) to be responsible for commissioning related

tasks. The Contractor shall ensure the designated Commissioning

Representatives participate in the commissioning process as team

members providing commissioning testing services, equipment operation,


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adjustments, and corrections if necessary. The Contractor shall ensure

that all Commissioning Representatives shall have sufficient authority

to direct their respective staff to provide the services required, and

to speak on behalf of their organizations in all commissioning related

contractual matters.


A. Instructor Qualifications: Factory authorized service representatives

shall be experienced in training, operation, and maintenance procedures

for installed systems, subsystems, and equipment.

B. Test Equipment Calibration: The Contractor shall comply with test

equipment manufacturer's calibration procedures and intervals.

Recalibrate test instruments immediately whenever instruments have been

repaired following damage or dropping. Affix calibration tags to test

instruments. Instruments shall have been calibrated within six months

prior to use.

1.16 COORDINATION

A. Management: The Commissioning Agent will coordinate the commissioning

activities with the VA and Contractor. The Commissioning Agent will

submit commissioning documents and information to the VA. All

commissioning team members shall work together to fulfill their

contracted responsibilities and meet the objectives of the contract

documents.

B. Scheduling: The Contractor shall work with the Commissioning Agent and

the VA to incorporate the commissioning activities into the

construction schedule. The Commissioning Agent will provide sufficient

information (including, but not limited to, tasks, durations and

predecessors) on commissioning activities to allow the Contractor and

the VA to schedule commissioning activities. All parties shall address

scheduling issues and make necessary notifications in a timely manner

in order to expedite the project and the commissioning process. The

Contractor shall update the Master Construction as directed by the VA.

C. Initial Schedule of Commissioning Events: The Commissioning Agent will

provide the initial schedule of primary commissioning events in the

Commissioning Plan and at the commissioning coordination meetings. The

Commissioning Plan will provide a format for this schedule. As

construction progresses, more detailed schedules will be developed by

the Contractor with information from the Commissioning Agent.


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D. Commissioning Coordinating Meetings: The Commissioning Agent will

conduct periodic Commissioning Coordination Meetings of the

commissioning team to review status of commissioning activities, to

discuss scheduling conflicts, and to discuss upcoming commissioning

process activities.

E. Pretesting Meetings: The Commissioning Agent will conduct pretest

meetings of the commissioning team to review startup reports, Pre-

Functional Checklist results, Systems Functional Performance Testing

procedures, testing personnel and instrumentation requirements.

F. Systems Functional Performance Testing Coordination: The Contractor

shall coordinate testing activities to accommodate required quality

assurance and control services with a minimum of delay and to avoid

necessity of removing and replacing construction to accommodate testing

and inspecting. The Contractor shall coordinate the schedule times for

tests, inspections, obtaining samples, and similar activities.

PART 2 - PRODUCTS

2.1 TEST EQUIPMENT

A. The Contractor shall provide all standard and specialized testing

equipment required to perform Systems Functional Performance Testing.

Test equipment required for Systems Functional Performance Testing will

be identified in the detailed System Functional Performance Test

Procedure prepared by the Commissioning Agent.

B. Data logging equipment and software required to test equipment shall be

provided by the Contractor.

C. All testing equipment shall be of sufficient quality and accuracy to

test and/or measure system performance with the tolerances specified in

the Specifications. If not otherwise noted, the following minimum

requirements apply: Temperature sensors and digital thermometers shall

have a certified calibration within the past year to an accuracy of 0.5

oC (1.0 oF) and a resolution of + or - 0.1 oC (0.2 oF). Pressure sensors

shall have an accuracy of + or - 2.0% of the value range being measured

(not full range of meter) and have been calibrated within the last

year. All equipment shall be calibrated according to the manufacturer's

recommended intervals and following any repairs to the equipment.

Calibration tags shall be affixed or certificates readily available.


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PART 3 - EXECUTION

3.1 COMMISSIONING PROCESS ROLES AND RESPONSIBILITIES

A. The following table outlines the roles and responsibilities for the Commissioning Team members during

the Construction Phase:

Construction Phase CxA = Commissioning Agent

COR = Contracting Officer

Representative

A/E = Design Arch/Engineer

PC = Prime Contractor

O&M = Gov’t Facility O&M

L = Lead

P = Participate

A = Approve

R = Review

O = Optional

Commissioning Roles & Responsibilities

Category Task Description CxA RE A/E PC O&M Notes

Meetings Construction Commissioning Kick Off

meeting L A P P O

Commissioning Meetings L A P P O

Project Progress Meetings P A P L O

Controls Meeting L A P P O

Coordination Coordinate with [OGC's, AHJ, Vendors,

etc.] to ensure that Cx interacts

properly with other systems as needed

to support the OPR and BOD.

L A P P N/A

Cx Plan & Spec Final Commissioning Plan L A R R O

Schedules Duration Schedule for Commissioning

Activities L A R R N/A


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Representative




L = Lead

P = Participate

A = Approve

R = Review

O = Optional



OPR and BOD Maintain OPR on behalf of Owner L A R R O

Maintain BOD/DID on behalf of Owner L A R R O

Document

Reviews

TAB Plan Review L A R R O

Submittal and Shop Drawing Review R A R L O

Review Contractor Equipment Startup

Checklists L A R R N/A

Review Change Orders, ASI, and RFI L A R R N/A

Site

Observations

Witness Factory Testing P A P L O

Construction Observation Site Visits L A R R O

Functional

Test Protocols

Final Pre-Functional Checklists L A R R O

Final Functional Performance Test

Protocols L A R R O

Technical

Activities

Issues Resolution Meetings P A P L O


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Representative




L = Lead

P = Participate

A = Approve

R = Review

O = Optional



Reports and

Logs

Status Reports L A R R O

Maintain Commissioning Issues Log L A R R O

B. The following table outlines the roles and responsibilities for the Commissioning Team members during

the Acceptance Phase:

Acceptance Phase CxA = Commissioning Agent


Representative




L = Lead

P = Participate

A = Approve

R = Review

O = Optional



Meetings Commissioning Meetings L A P P O

Project Progress Meetings P A P L O

Pre-Test Coordination Meeting L A P P O

Lessons Learned and Commissioning

Report Review Meeting L A P P O


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Representative




L = Lead

P = Participate

A = Approve

R = Review

O = Optional



Coordination Coordinate with [OGC's, AHJ, Vendors,

etc.] to ensure that Cx interacts

properly with other systems as needed

to support OPR and BOD

L P P P O

Cx Plan & Spec Maintain/Update Commissioning Plan L A R R O

Schedules Prepare Functional Test Schedule L A R R O

OPR and BOD Maintain OPR on behalf of Owner L A R R O

Maintain BOD/DID on behalf of Owner L A R R O

Document

Reviews

Review Completed Pre-Functional

Checklists L A R R O

Pre-Functional Checklist Verification L A R R O

Review Operations & Maintenance Manuals L A R R R

Training Plan Review L A R R R

Warranty Review L A R R O

Review TAB Report L A R R O

Site

Observations

Construction Observation Site Visits L A R R O

Witness Selected Equipment Startup L A R R O


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Representative




L = Lead

P = Participate

A = Approve

R = Review

O = Optional



Functional

Test Protocols

TAB Verification L A R R O

Systems Functional Performance Testing L A P P P

Retesting L A P P P

Technical

Activities

Issues Resolution Meetings P A P L O

Systems Training L S R P P

Reports and

Logs

Status Reports L A R R O

Maintain Commissioning Issues Log L A R R O

Final Commissioning Report L A R R R

Prepare Systems Manuals L A R R R

C. The following table outlines the roles and responsibilities for the Commissioning Team members during

the Warranty Phase:


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Warranty Phase CxA = Commissioning Agent


Representative




L = Lead

P = Participate

A = Approve

R = Review

O = Optional



Meetings Post-Occupancy User Review Meeting L A O P P

Site

Observations

Periodic Site Visits L A O O P

Functional

Test Protocols

Deferred and/or seasonal Testing L A O P P

Technical

Activities

Issues Resolution Meetings L S O O P

Post-Occupancy Warranty Checkup and

review of Significant Outstanding

Issues

L A R P

Reports and

Logs

Final Commissioning Report Amendment L A R R

Status Reports L A R R


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3.2 STARTUP, INITIAL CHECKOUT, AND PRE-FUNCTIONAL CHECKLISTS

A. The following procedures shall apply to all equipment and systems to be

commissioned, according to Part 1, Systems to Be Commissioned.

1. Pre-Functional Checklists are important to ensure that the equipment

and systems are hooked up and operational. These ensure that Systems

Functional Performance Testing may proceed without unnecessary

delays. Each system to be commissioned shall have a full Pre-

Functional Checklist completed by the Contractor prior to Systems

Functional Performance Testing. No sampling strategies are used.

a. The Pre-Functional Checklist will identify the trades responsible

for completing the checklist. The Contractor shall ensure the

appropriate trades complete the checklists.

b. The Commissioning Agent will review completed Pre-Functional

Checklists and field-verify the accuracy of the completed

checklist using sampling techniques.

2. Startup and Initial Checkout Plan: The Contractor shall develop

detailed startup plans for all equipment. The primary role of the

Contractor in this process is to ensure that there is written

documentation that each of the manufacturer recommended procedures

have been completed. Parties responsible for startup shall be

identified in the Startup Plan and in the checklist forms.

a. The Contractor shall develop the full startup plan by combining

(or adding to) the checklists with the manufacturer's detailed

startup and checkout procedures from the O&M manual data and the

field checkout sheets normally used by the Contractor. The plan

shall include checklists and procedures with specific boxes or

lines for recording and documenting the checking and inspections

of each procedure and a summary statement with a signature block

at the end of the plan.

b. The full startup plan shall at a minimum consist of the following

items:

1) The Pre-Functional Checklists.

2) The manufacturer's standard written startup procedures copied

from the installation manuals with check boxes by each

procedure and a signature block added by hand at the end.

3) The manufacturer's normally used field checkout sheets.

c. The Commissioning Agent will submit the full startup plan to the

VA and Contractor for review. Final approval will be by the VA.


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d. The Contractor shall review and evaluate the procedures and the

format for documenting them, noting any procedures that need to

be revised or added.

3. Sensor and Actuator Calibration

a. All field installed temperature, relative humidity, CO2 and

pressure sensors and gages, and all actuators (dampers and

valves) on all equipment shall be calibrated using the methods

described in Division 21, Division 22, Division 23, Division 26,

Division 27, and Division 28 specifications.

b. All procedures used shall be fully documented on the Pre-

Functional Checklists or other suitable forms, clearly

referencing the procedures followed and written documentation of

initial, intermediate and final results.

4. Execution of Equipment Startup

a. Four weeks prior to equipment startup, the Contractor shall

schedule startup and checkout with the VA and Commissioning

Agent. The performance of the startup and checkout shall be

directed and executed by the Contractor.

b. The Commissioning Agent will observe the startup procedures for

selected pieces of primary equipment.

c. The Contractor shall execute startup and provide the VA and

Commissioning Agent with a signed and dated copy of the completed

startup checklists, and contractor tests.

d. Only individuals that have direct knowledge and witnessed that a

line item task on the Startup Checklist was actually performed

shall initial or check that item off. It is not acceptable for

witnessing supervisors to fill out these forms.

3.3 DEFICIENCIES, NONCONFORMANCE, AND APPROVAL IN CHECKLISTS AND STARTUP

A. The Contractor shall clearly list any outstanding items of the initial

startup and Pre-Functional Checklist procedures that were not completed

successfully, at the bottom of the procedures form or on an attached

sheet. The procedures form and any outstanding deficiencies shall be

provided to the VA and the Commissioning Agent within two days of

completion.

B. The Commissioning Agent will review the report and submit comments to

the VA. The Commissioning Agent will work with the Contractor to

correct and verify deficiencies or uncompleted items. The Commissioning


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Agent will involve the VA and others as necessary. The Contractor shall

correct all areas that are noncompliant or incomplete in the checklists

in a timely manner, and shall notify the VA and Commissioning Agent as

soon as outstanding items have been corrected. The Contractor shall

submit an updated startup report and a Statement of Correction on the

original noncompliance report. When satisfactorily completed, the

Commissioning Agent will recommend approval of the checklists and

startup of each system to the VA.

C. The Contractor shall be responsible for resolution of deficiencies as

directed the VA.

3.4 PHASED COMMISSIONING

A. The project may require startup and initial checkout to be executed in

phases. This phasing shall be planned and scheduled in a coordination

meeting of the VA, Commissioning Agent, and the Contractor. Results

will be added to the master construction schedule and the commissioning

schedule.

3.5 DDC SYSTEM TRENDING FOR COMMISSIONING

A. Trending is a method of testing as a standalone method or to augment

manual testing. The Contractor shall trend any and all points of the

system or systems at intervals specified below.

B. Alarms are a means to notify the system operator that abnormal

conditions are present in the system. Alarms shall be structured into

three tiers – Critical, Priority, and Maintenance.

1. Critical alarms are intended to be alarms that require the immediate

attention of and action by the Operator. These alarms shall be

displayed on the Operator Workstation in a popup style window that

is graphically linked to the associated unit's graphical display.

The popup style window shall be displayed on top of any active

window within the screen, including non DDC system software.

2. Priority level alarms are to be printed to a printer which is

connected to the Operator’s Work Station located within the

engineer’s office. Additionally Priority level alarms shall be able

to be monitored and viewed through an active alarm application.

Priority level alarms are alarms which shall require reaction from

the operator or maintenance personnel within a normal work shift,

and not immediate action.

3. Maintenance alarms are intended to be minor issues which would

require examination by maintenance personnel within the following


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shift. These alarms shall be generated in a scheduled report

automatically by the DDC system at the start of each shift. The

generated maintenance report will be printed to a printer located

within the engineer’s office.

C. The Contractor shall provide a wireless internet network in the

building for use during controls programming, checkout, and

commissioning. This network will allow project team members to more

effectively program, view, manipulate and test control devices while

being in the same room as the controlled device.

D. The Contractor shall provide graphical trending through the DDC control

system of systems being commissioned. Trending requirements are

indicated below and included with the Systems Functional Performance

Test Procedures. Trending shall occur before, during and after Systems

Functional Performance Testing. The Contractor shall be responsible for

producing graphical representations of the trended DDC points that show

each system operating properly during steady state conditions as well

as during the System Functional Testing. These graphical reports shall

be submitted to the Resident Engineer and Commissioning Agent for

review and analysis before, during dynamic operation, and after Systems

Functional Performance Testing. The Contractor shall provide, but not

limited to, the following trend requirements and trend submissions:

1. Pre-testing, Testing, and Post-testing – Trend reports of trend logs

and graphical trend plots are required as defined by the

Commissioning Agent. The trend log points, sampling rate, graphical

plot configuration, and duration will be dictated by the

Commissioning Agent. At any time during the Commissioning Process

the Commissioning Agent may recommend changes to aspects of trending

as deemed necessary for proper system analysis. The Contractor shall

implement any changes as directed by the Resident Engineer. Any pre-

test trend analysis comments generated by the Commissioning Team

should be addressed and resolved by the Contractor, as directed by

the Resident Engineer, prior to the execution of Systems Functional

Performance Testing.

2. Dynamic plotting – The Contractor shall also provide dynamic

plotting during Systems Functional Performance testing at frequent

intervals for points determined by the Systems Functional

Performance Test Procedure. The graphical plots will be formatted


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and plotted at durations listed in the Systems Functional

Performance Test Procedure.

3. Graphical plotting - The graphical plots shall be provided with a

dual y-axis allowing 15 or more trend points (series) plotted

simultaneously on the graph with each series in distinct color. The

plots will further require title, axis naming, legend etc. all

described by the Systems Functional Performance Test Procedure. If

this cannot be sufficiently accomplished directly in the Direct

Digital Control System then it is the responsibility of the

Contractor to plot these trend logs in Microsoft Excel.

4. The following tables indicate the points to be trended and alarmed

by system. The Operational Trend Duration column indicates the

trend duration for normal operations. The Testing Trend Duration

column indicates the trend duration prior to Systems Functional

Performance Testing and again after Systems Functional Performance

Testing. The Type column indicates point type: AI = Analog Input,

AO = Analog Output, DI = Digital Input, DO = Digital Output, Calc =

Calculated Point. In the Trend Interval Column, COV = Change of

Value. The Alarm Type indicates the alarm priority; C = Critical, P

= Priority, and M = Maintenance. The Alarm Range column indicates

when the point is considered in the alarm state. The Alarm Delay

column indicates the length of time the point must remain in an

alarm state before the alarm is recorded in the DDC. The intent is

to allow minor, short-duration events to be corrected by the DDC

system prior to recording an alarm.

E. The Contractor shall provide the following information prior to Systems

Functional Performance Testing. Any documentation that is modified

after submission shall be recorded and resubmitted to the COR and


1. Point-to-Point checkout documentation;

2. Sensor field calibration documentation including system name,

sensor/point name, measured value, DDC value, and Correction Factor.

3. A sensor calibration table listing the referencing the location of

procedures to following in the O&M manuals, and the frequency at

which calibration should be performed for all sensors, separated by

system, subsystem, and type. The calibration requirements shall be

submitted both in the O&M manuals and separately in a standalone

document containing all sensors for inclusion in the commissioning


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documentation. The following table is a sample that can be used as a

template for submission.

SYSTEM

Sensor Calibration

Frequency

O&M Calibration Procedure

Reference

Discharge air

temperature Once a year Volume I Section D.3.aa

Discharge static

pressure Every 6 months Volume II Section A.1.c

4. Loop tuning documentation and constants for each loop of the

building systems. The documentation shall be submitted in outline or

table separated by system, control type (e.g. heating valve

temperature control); proportional, integral and derivative

constants, interval (and bias if used) for each loop. The following

table is a sample that can be used as a template for submission.

AIR HANDLING UNIT AHU-1

Control

Reference

Proportional

Constant

Integral

Constant

Derivative

Constant

Interval

Heating Valve

Output 1000 20 10 2 sec.

3.6 SYSTEMS FUNCTIONAL PERFORMANCE TESTING

A. This paragraph applies to Systems Functional Performance Testing of

systems for all referenced specification Divisions.

B. Objectives and Scope: The objective of Systems Functional Performance

Testing is to demonstrate that each system is operating according to

the Contract Documents. Systems Functional Performance Testing

facilitates bringing the systems from a state of substantial completion

to full dynamic operation. Additionally, during the testing process,

areas of noncompliant performance are identified and corrected, thereby

improving the operation and functioning of the systems. In general,

each system shall be operated through all modes of operation (seasonal,

occupied, unoccupied, warm-up, cool-down, part- and full-load, fire

alarm and emergency power) where there is a specified system response.

The Contractor shall verify each sequence in the sequences of

operation. Proper responses to such modes and conditions as power

failure, freeze condition, low oil pressure, no flow, equipment

failure, etc. shall also be tested.


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C. Development of Systems Functional Performance Test Procedures: Before

Systems Functional Performance Test procedures are written, the

Contractor shall submit all requested documentation and a current list

of change orders affecting equipment or systems, including an updated

points list, program code, control sequences and parameters. Using the

testing parameters and requirements found in the Contract Documents and

approved submittals and shop drawings, the Commissioning Agent will

develop specific Systems Functional Test Procedures to verify and

document proper operation of each piece of equipment and system to be

commissioned. The Contractor shall assist the Commissioning Agent in

developing the Systems Functional Performance Test procedures as

requested by the Commissioning Agent i.e. by answering questions about

equipment, operation, sequences, etc. Prior to execution, the

Commissioning Agent will provide a copy of the Systems Functional

Performance Test procedures to the VA, the Architect/Engineer, and the

Contractor, who shall review the tests for feasibility, safety,

equipment and warranty protection.

D. Purpose of Test Procedures: The purpose of each specific Systems

Functional Performance Test is to verify and document compliance with

the stated criteria of acceptance given on the test form.

Representative test formats and examples are found in the Commissioning

Plan for this project. (The Commissioning Plan is issued as a separate

document and is available for review.) The test procedure forms

developed by the Commissioning Agent will include, but not be limited

to, the following information:

1. System and equipment or component name(s)

2. Equipment location and ID number

3. Unique test ID number, and reference to unique Pre-Functional

Checklists and startup documentation, and ID numbers for the piece

of equipment

4. Date

5. Project name

6. Participating parties

7. A copy of the specification section describing the test requirements

8. A copy of the specific sequence of operations or other specified

parameters being verified

9. Formulas used in any calculations

10. Required pretest field measurements


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11. Instructions for setting up the test.

12. Special cautions, alarm limits, etc.

13. Specific step-by-step procedures to execute the test, in a clear,

sequential and repeatable format

14. Acceptance criteria of proper performance with a Yes / No check box

to allow for clearly marking whether or not proper performance of

each part of the test was achieved.

15. A section for comments.

16. Signatures and date block for the Commissioning Agent. A place for

the Contractor to initial to signify attendance at the test.

E. Test Methods: Systems Functional Performance Testing shall be achieved

by manual testing (i.e. persons manipulate the equipment and observe

performance) and/or by monitoring the performance and analyzing the

results using the control system's trend log capabilities or by

standalone data loggers. The Contractor and Commissioning Agent shall

determine which method is most appropriate for tests that do not have a

method specified.

1. Simulated Conditions: Simulating conditions (not by an overwritten

value) shall be allowed, although timing the testing to experience

actual conditions is encouraged wherever practical.

2. Overwritten Values: Overwriting sensor values to simulate a

condition, such as overwriting the outside air temperature reading

in a control system to be something other than it really is, shall

be allowed, but shall be used with caution and avoided when

possible. Such testing methods often can only test a part of a

system, as the interactions and responses of other systems will be

erroneous or not applicable. Simulating a condition is preferable.

e.g., for the above case, by heating the outside air sensor with a

hair blower rather than overwriting the value or by altering the

appropriate setpoint to see the desired response. Before simulating

conditions or overwriting values, sensors, transducers and devices

shall have been calibrated.

3. Simulated Signals: Using a signal generator which creates a

simulated signal to test and calibrate transducers and DDC constants

is generally recommended over using the sensor to act as the signal

generator via simulated conditions or overwritten values.

4. Altering Setpoints: Rather than overwriting sensor values, and when

simulating conditions is difficult, altering setpoints to test a


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sequence is acceptable. For example, to see the Air Conditioning

compressor lockout initiate at an outside air temperature below 12 C

(54 F), when the outside air temperature is above 12 C (54 F),

temporarily change the lockout setpoint to be 2 C (4 F) above the

current outside air temperature.

5. Indirect Indicators: Relying on indirect indicators for responses

or performance shall be allowed only after visually and directly

verifying and documenting, over the range of the tested parameters,

that the indirect readings through the control system represent

actual conditions and responses. Much of this verification shall be

completed during systems startup and initial checkout.

F. Setup: Each function and test shall be performed under conditions that

simulate actual conditions as closely as is practically possible. The

Contractor shall provide all necessary materials, system modifications,

etc. to produce the necessary flows, pressures, temperatures, etc.

necessary to execute the test according to the specified conditions. At

completion of the test, the Contractor shall return all affected

building equipment and systems, due to these temporary modifications,

to their pretest condition.

G. Sampling: No sampling is allowed in completing Pre-Functional

Checklists. Sampling is allowed for Systems Functional Performance

Test Procedures execution. The Commissioning Agent will determine the

sampling rate. If at any point, frequent failures are occurring and

testing is becoming more troubleshooting than verification, the

Commissioning Agent may stop the testing and require the Contractor to

perform and document a checkout of the remaining units, prior to

continuing with Systems Functional Performance Testing of the remaining

units.

H. Cost of Retesting: The cost associated with expanded sample System

Functional Performance Tests shall be solely the responsibility of the

Contractor. Any required retesting by the Contractor shall not be

considered a justified reason for a claim of delay or for a time

extension by the Contractor.

I. Coordination and Scheduling: The Contractor shall provide a minimum of

7 days’ notice to the Commissioning Agent and the VA regarding the

completion schedule for the Pre-Functional Checklists and startup of

all equipment and systems. The Commissioning Agent will schedule

Systems Functional Performance Tests with the Contractor and VA. The


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Commissioning Agent will witness and document the Systems Functional

Performance Testing of systems. The Contractor shall execute the tests

in accordance with the Systems Functional Performance Test Procedure.

J. Testing Prerequisites: In general, Systems Functional Performance

Testing will be conducted only after Pre-Functional Checklists have

been satisfactorily completed. The control system shall be sufficiently

tested and approved by the Commissioning Agent and the VA before it is

used to verify performance of other components or systems. The air

balancing and water balancing shall be completed before Systems

Functional Performance Testing of air-related or water-related

equipment or systems are scheduled. Systems Functional Performance

Testing will proceed from components to subsystems to systems. When the

proper performance of all interacting individual systems has been

achieved, the interface or coordinated responses between systems will

be checked.

K. Problem Solving: The Commissioning Agent will recommend solutions to

problems found, however the burden of responsibility to solve, correct

and retest problems is with the Contractor.

3.7 DOCUMENTATION, NONCONFORMANCE AND APPROVAL OF TESTS

A. Documentation: The Commissioning Agent will witness, and document the

results of all Systems Functional Performance Tests using the specific

procedural forms developed by the Commissioning Agent for that purpose.

Prior to testing, the Commissioning Agent will provide these forms to

the VA and the Contractor for review and approval. The Contractor shall

include the filled out forms with the O&M manual data.

B. Nonconformance: The Commissioning Agent will record the results of the

Systems Functional Performance Tests on the procedure or test form. All

items of nonconformance issues will be noted and reported to the VA on

Commissioning Field Reports and/or the Commissioning Master Issues Log.

1. Corrections of minor items of noncompliance identified may be made

during the tests. In such cases, the item of noncompliance and

resolution shall be documented on the Systems Functional Test

Procedure.

2. Every effort shall be made to expedite the systems functional

Performance Testing process and minimize unnecessary delays, while

not compromising the integrity of the procedures. However, the

Commissioning Agent shall not be pressured into overlooking

noncompliant work or loosening acceptance criteria to satisfy


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scheduling or cost issues, unless there is an overriding reason to

do so by direction from the VA.

3. As the Systems Functional Performance Tests progresses and an item

of noncompliance is identified, the Commissioning Agent shall

discuss the issue with the Contractor and the VA.

4. When there is no dispute on an item of noncompliance, and the

Contractor accepts responsibility to correct it:

a. The Commissioning Agent will document the item of noncompliance

and the Contractor's response and/or intentions. The Systems

Functional Performance Test then continues or proceeds to another

test or sequence. After the day's work is complete, the

Commissioning Agent will submit a Commissioning Field Report to

the VA. The Commissioning Agent will also note items of

noncompliance and the Contractor’s response in the Master

Commissioning Issues Log. The Contractor shall correct the item

of noncompliance and report completion to the VA and the


b. The need for retesting will be determined by the Commissioning

Agent. If retesting is required, the Commissioning Agent and the

Contractor shall reschedule the test and the test shall be

repeated.

5. If there is a dispute about item of noncompliance, regarding whether

it is an item of noncompliance, or who is responsible:

a. The item of noncompliance shall be documented on the test form

with the Contractor's response. The item of noncompliance with

the Contractor’s response shall also be reported on a

Commissioning Field Report and on the Master Commissioning Issues

Log.

b. Resolutions shall be made at the lowest management level

possible. Other parties are brought into the discussions as

needed. Final interpretive and acceptance authority is with the

Department of Veterans Affairs.

c. The Commissioning Agent will document the resolution process.

d. Once the interpretation and resolution have been decided, the

Contractor shall correct the item of noncompliance, report it to

the Commissioning Agent. The requirement for retesting will be

determined by the Commissioning Agent. If retesting is required,

the Commissioning Agent and the Contractor shall reschedule the


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test. Retesting shall be repeated until satisfactory performance

is achieved.

C. Cost of Retesting: The cost to retest a System Functional Performance

Test shall be solely the responsibility of the Contractor. Any

required retesting by the Contractor shall not be considered a

justified reason for a claim of delay or for a time extension by the

Contractor.

D. Failure Due to Manufacturer Defect: If 10%, or three, whichever is

greater, of identical pieces (size alone does not constitute a

difference) of equipment fail to perform in compliance with the

Contract Documents (mechanically or substantively) due to manufacturing

defect, not allowing it to meet its submitted performance

specifications, all identical units may be considered unacceptable by

the VA. In such case, the Contractor shall provide the VA with the

following:

1. Within one week of notification from the VA, the Contractor shall

examine all other identical units making a record of the findings.

The findings shall be provided to the VA within two weeks of the

original notice.

2. Within two weeks of the original notification, the Contractor shall

provide a signed and dated, written explanation of the problem,

cause of failures, etc. and all proposed solutions which shall

include full equipment submittals. The proposed solutions shall not

significantly exceed the specification requirements of the original

installation.

3. The VA shall determine whether a replacement of all identical units

or a repair is acceptable.

4. Two examples of the proposed solution shall be installed by the

Contractor and the VA shall be allowed to test the installations for

up to one week, upon which the VA will decide whether to accept the

solution.

5. Upon acceptance, the Contractor shall replace or repair all

identical items, at their expense and extend the warranty

accordingly, if the original equipment warranty had begun. The

replacement/repair work shall proceed with reasonable speed

beginning within one week from when parts can be obtained.

E. Approval: The Commissioning Agent will note each satisfactorily

demonstrated function on the test form. Formal approval of the Systems


VAMC Baltimore, MD

01 91 00 - 53

Functional Performance Test shall be made later after review by the

Commissioning Agent and by the VA. The Commissioning Agent will

evaluate each test and report to the VA using a standard form. The VA

will give final approval on each test using the same form, and provide

signed copies to the Commissioning Agent and the Contractor.

3.8 DEFERRED TESTING

A. Unforeseen Deferred Systems Functional Performance Tests: If any

Systems Functional Performance Test cannot be completed due to the

building structure, required occupancy condition or other conditions,

execution of the Systems Functional Performance Testing may be delayed

upon approval of the VA. These Systems Functional Performance Tests

shall be conducted in the same manner as the seasonal tests as soon as

possible. Services of the Contractor to conduct these unforeseen

Deferred Systems Functional Performance Tests shall be negotiated

between the VA and the Contractor.

B. Deferred Seasonal Testing: Deferred Seasonal Systems Functional

Performance Tests are those that must be deferred until weather

conditions are closer to the systems design parameters. The

Commissioning Agent will review systems parameters and recommend which

Systems Functional Performance Tests should be deferred until weather

conditions more closely match systems parameters. The Contractor shall

review and comment on the proposed schedule for Deferred Seasonal

Testing. The VA will review and approve the schedule for Deferred

Seasonal Testing. Deferred Seasonal Systems Functional Performances

Tests shall be witnessed and documented by the Commissioning Agent.

Deferred Seasonal Systems Functional Performance Tests shall be

executed by the Contractor in accordance with these specifications.

3.9 OPERATION AND MAINTENANCE TRAINING REQUIREMENTS

A. Training Preparation Conference: Before operation and maintenance

training, the Commissioning Agent will convene a training preparation

conference to include VA's Resident Engineer, VA’s Operations and

Maintenance personnel, and the Contractor. The purpose of this

conference will be to discuss and plan for Training and Demonstration

of VA Operations and Maintenance personnel.

B. The Contractor shall provide training and demonstration as required by

other Division 21, Division 22, Division 23, Division 26, Division 27,

Division 28, and Division 31 sections. The Training and Demonstration

shall include, but is not limited to, the following:


VAMC Baltimore, MD

01 91 00 - 54

1. Review the Contract Documents.

2. Review installed systems, subsystems, and equipment.

3. Review instructor qualifications.

4. Review instructional methods and procedures.

5. Review training module outlines and contents.

6. Review course materials (including operation and maintenance

manuals).

7. Review and discuss locations and other facilities required for

instruction.

8. Review and finalize training schedule and verify availability of

educational materials, instructors, audiovisual equipment, and

facilities needed to avoid delays.

9. For instruction that must occur outside, review weather and

forecasted weather conditions and procedures to follow if conditions

are unfavorable.

C. Training Module Submittals: The Contractor shall submit the following

information to the VA and the Commissioning Agent:

1. Instruction Program: Submit two copies of outline of instructional

program for demonstration and training, including a schedule of

proposed dates, times, length of instruction time, and instructors'

names for each training module. Include learning objective and

outline for each training module. At completion of training, submit

two complete training manuals for VA's use.

2. Qualification Data: Submit qualifications for facilitator and/or

instructor.

3. Attendance Record: For each training module, submit list of

participants and length of instruction time.

4. Evaluations: For each participant and for each training module,

submit results and documentation of performance-based test.

5. Demonstration and Training Recording:

a. General: Engage a qualified commercial photographer to record

demonstration and training. Record each training module

separately. Include classroom instructions and demonstrations,

board diagrams, and other visual aids, but not student practice.

At beginning of each training module, record each chart

containing learning objective and lesson outline.

b. Video Format: Provide high quality color DVD color on standard

size DVD disks.


VAMC Baltimore, MD

01 91 00 - 55

c. Recording: Mount camera on tripod before starting recording,

unless otherwise necessary to show area of demonstration and

training. Display continuous running time.

d. Narration: Describe scenes on video recording by audio narration

by microphone while demonstration and training is recorded.

Include description of items being viewed. Describe vantage

point, indicating location, direction (by compass point), and

elevation or story of construction.

e. Submit two copies within seven days of end of each training

module.

6. Transcript: Prepared on 8-1/2-by-11-inch paper, punched and bound

in heavy-duty, 3-ring, vinyl-covered binders. Mark appropriate

identification on front and spine of each binder. Include a cover

sheet with same label information as the corresponding videotape.

Include name of Project and date of videotape on each page.

D. Quality Assurance:

1. Facilitator Qualifications: A firm or individual experienced in

training or educating maintenance personnel in a training program

similar in content and extent to that indicated for this Project,

and whose work has resulted in training or education with a

record of successful learning performance.

2. Instructor Qualifications: A factory authorized service

representative, complying with requirements in Division 01

Section "Quality Requirements," experienced in operation and

maintenance procedures and training.

3. Photographer Qualifications: A professional photographer who is

experienced photographing construction projects.

E. Training Coordination:

1. Coordinate instruction schedule with VA's operations. Adjust

schedule as required to minimize disrupting VA's operations.

2. Coordinate instructors, including providing notification of dates,

times, length of instruction time, and course content.

3. Coordinate content of training modules with content of approved

emergency, operation, and maintenance manuals. Do not submit

instruction program until operation and maintenance data has been

reviewed and approved by the VA.

F. Instruction Program:


VAMC Baltimore, MD

01 91 00 - 56

1. Program Structure: Develop an instruction program that includes

individual training modules for each system and equipment not part

of a system, as required by individual Specification Sections, and

as follows:

a. Fire protection systems, including fire alarm, fire pumps, and

fire suppression systems.

b. HVAC systems, including air handling equipment, air distribution

systems, and terminal equipment and devices.

c. HVAC instrumentation and controls.

d. Electrical service and distribution, including switchgear,

transformers, switchboards, panelboards, uninterruptible power

supplies, and motor controls.

e. Packaged engine generators, including synchronizing

switchgear/switchboards, and transfer switches.

f. Communication systems, including intercommunication,

surveillance, nurse call systems, public address, mass

evacuation, voice and data, and entertainment television

equipment.

G. Training Modules: Develop a learning objective and teaching outline

for each module. Include a description of specific skills and

knowledge that participants are expected to master. For each module,

include instruction for the following:

1. Basis of System Design, Operational Requirements, and Criteria:

Include the following:

a. System, subsystem, and equipment descriptions.

b. Performance and design criteria if Contractor is delegated design

responsibility.

c. Operating standards.

d. Regulatory requirements.

e. Equipment function.

f. Operating characteristics.

g. Limiting conditions.

H, Performance curves.

2. Documentation: Review the following items in detail:

a. Emergency manuals.

b. Operations manuals.

c. Maintenance manuals.


VAMC Baltimore, MD

01 91 00 - 57

d. Project Record Documents.

e. Identification systems.

f. Warranties and bonds.

g. Maintenance service agreements and similar continuing

commitments.

3. Emergencies: Include the following, as applicable:

a. Instructions on meaning of warnings, trouble indications, and

error messages.

b. Instructions on stopping.

c. Shutdown instructions for each type of emergency.

d. Operating instructions for conditions outside of normal operating

limits.

e. Sequences for electric or electronic systems.

f. Special operating instructions and procedures.

4. Operations: Include the following, as applicable:

a. Startup procedures.

b. Equipment or system break-in procedures.

c. Routine and normal operating instructions.

d. Regulation and control procedures.

e. Control sequences.

f. Safety procedures.

g. Instructions on stopping.

h. Normal shutdown instructions.

i. Operating procedures for emergencies.

j. Operating procedures for system, subsystem, or equipment failure.

k. Seasonal and weekend operating instructions.

l. Required sequences for electric or electronic systems.

m. Special operating instructions and procedures.

5. Adjustments: Include the following:

a. Alignments.

b. Checking adjustments.

c. Noise and vibration adjustments.

d. Economy and efficiency adjustments.

6. Troubleshooting: Include the following:

a. Diagnostic instructions.

b. Test and inspection procedures.

7. Maintenance: Include the following:

a. Inspection procedures.


VAMC Baltimore, MD

01 91 00 - 58

b. Types of cleaning agents to be used and methods of cleaning.

c. List of cleaning agents and methods of cleaning detrimental to

product.

d. Procedures for routine cleaning

e. Procedures for preventive maintenance.

f. Procedures for routine maintenance.

g. Instruction on use of special tools.

8. Repairs: Include the following:

a. Diagnosis instructions.

b. Repair instructions.

c. Disassembly; component removal, repair, and replacement; and

reassembly instructions.

d. Instructions for identifying parts and components.

e. Review of spare parts needed for operation and maintenance.

H. Training Execution:

1. Preparation: Assemble educational materials necessary for

instruction, including documentation and training module. Assemble

training modules into a combined training manual. Set up

instructional equipment at instruction location.

2. Instruction:

a. Facilitator: Engage a qualified facilitator to prepare

instruction program and training modules, to coordinate

instructors, and to coordinate between Contractor and Department

of Veterans Affairs for number of participants, instruction

times, and location.

b. Instructor: Engage qualified instructors to instruct VA's

personnel to adjust, operate, and maintain systems, subsystems,

and equipment not part of a system.

1) The Commissioning Agent will furnish an instructor to describe

basis of system design, operational requirements, criteria,

and regulatory requirements.

2) The VA will furnish an instructor to describe VA's operational

philosophy.

3) The VA will furnish the Contractor with names and positions of

participants.

3. Scheduling: Provide instruction at mutually agreed times. For

equipment that requires seasonal operation, provide similar

instruction at start of each season. Schedule training with the VA


VAMC Baltimore, MD

01 91 00 - 59

and the Commissioning Agent with at least seven days' advance

notice.

4. Evaluation: At conclusion of each training module, assess and

document each participant's mastery of module by use of an oral, or

a written, performance-based test.

5. Cleanup: Collect used and leftover educational materials and remove

from Project site. Remove instructional equipment. Restore systems

and equipment to condition existing before initial training use.

I. Demonstration and Training Recording:

1. General: Engage a qualified commercial photographer to record

demonstration and training. Record each training module separately.

Include classroom instructions and demonstrations, board diagrams,

and other visual aids, but not student practice. At beginning of

each training module, record each chart containing learning

objective and lesson outline.

2. Video Format: Provide high quality color DVD color on standard size

DVD disks.

3. Recording: Mount camera on tripod before starting recording, unless

otherwise necessary to show area of demonstration and training.

Display continuous running time.

4. Narration: Describe scenes on videotape by audio narration by

microphone while demonstration and training is recorded. Include

description of items being viewed. Describe vantage point,

indicating location, direction (by compass point), and elevation or

story of construction.

----- END -----


VAMC Baltimore, MD

02 41 00 - 1

SECTION 02 41 00

DEMOLITION

PART 1 - GENERAL

1.1 DESCRIPTION:

This section specifies demolition and removal of buildings, portions of

buildings, utilities, other structures and debris from trash dumps

shown.

1.2 RELATED WORK:

A. Safety Requirements: Section 01 35 26 Safety Requirements Article,

ACCIDENT PREVENTION PLAN (APP).

B. Disconnecting utility services prior to demolition: Section 01 00 00,

GENERAL REQUIREMENTS.

C. Reserved items that are to remain the property of the Government:

Section 01 00 00, GENERAL REQUIREMENTS.

D. Asbestos Removal: Section 02 82 11, TRADITIONAL ASBESTOS ABATEMENT.

E. Lead Paint: Section 02 83 33.13, LEAD-BASED PAINT REMOVAL AND DISPOSAL.

F. Environmental Protection: Section 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS.

G. Construction Waste Management: Section 01 74 19 CONSTRUCTION WASTE

MANAGEMENT.

H. Infectious Control: Section 01 35 26, SAFETY REQUIREMENTS.

1.3 PROTECTION:

A. Perform demolition in such manner as to eliminate hazards to persons

and property; to minimize interference with use of adjacent areas,

utilities and structures or interruption of use of such utilities; and

to provide free passage to and from such adjacent areas of structures.

Comply with requirements of GENERAL CONDITIONS Article, ACCIDENT

PREVENTION.

B. Provide safeguards, including warning signs, barricades, temporary

fences, warning lights, and other similar items that are required for

protection of all personnel during demolition and removal operations.

Comply with requirements of Section 01 00 00, GENERAL REQUIREMENTS,

Article PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES AND IMPROVEMENTS.

C. Maintain fences, barricades, lights, and other similar items around

exposed excavations until such excavations have been completely filled.


VAMC Baltimore, MD

02 41 00 - 2

D. Provide enclosed dust chutes with control gates from each floor to

carry debris to truck beds and govern flow of material into truck.

Provide overhead bridges of tight board or prefabricated metal

construction at dust chutes to protect persons and property from

falling debris.

E. Prevent spread of flying particles and dust. Sprinkle rubbish and

debris with water to keep dust to a minimum. Do not use water if it

results in hazardous or objectionable condition such as, but not

limited to; ice, flooding, or pollution. Vacuum and dust the work area

daily.

F. In addition to previously listed fire and safety rules to be observed

in performance of work, include following:

1. No wall or part of wall shall be permitted to fall outwardly from

structures.

2. Wherever a cutting torch or other equipment that might cause a fire

is used, provide and maintain fire extinguishers nearby ready for

immediate use. Instruct all possible users in use of fire

extinguishers.

3. Keep hydrants clear and accessible at all times. Prohibit debris

from accumulating within a radius of 4500 mm (15 feet) of fire

hydrants.

G. Before beginning any demolition work, the Contractor shall survey the

site and examine the drawings and specifications to determine the

extent of the work. The contractor shall take necessary precautions to

avoid damages to existing items to remain in place, to be reused, or to

remain the property of the Medical Center; any damaged items shall be

repaired or replaced as approved by the Contracting Officer

Representative. The Contractor shall coordinate the work of this

section with all other work and shall construct and maintain shoring,

bracing, and supports as required. The Contractor shall ensure that

structural elements are not overloaded and shall be responsible for

increasing structural supports or adding new supports as may be

required as a result of any cutting, removal, or demolition work

performed under this contract. Do not overload structural elements.

Provide new supports and reinforcement for existing construction

weakened by demolition or removal works. Repairs, reinforcement, or


VAMC Baltimore, MD

02 41 00 - 3

structural replacement must have Contracting Officer Representative’s

approval.

H. The work shall comply with the requirements of Section 01 57 19,

TEMPORARY ENVIRONMENTAL CONTROLS.

I. The work shall comply with the requirements of Section 01 00 00,

GENERAL REQUIREMENTS and Section 01 35 26, SAFETY REQUIREMENTS.


PART 3 – EXECUTION

3.1 DEMOLITION:

B. Debris, including brick, concrete, stone, metals and similar materials

shall become property of Contractor and shall be disposed of by him

daily, off the // Medical Center // Cemetery Property // to avoid

accumulation at the demolition site. Materials that cannot be removed

daily shall be stored in areas specified by the Contracting Officer

Representative. Break up concrete slabs below grade that do not require

removal from present location into pieces not exceeding 600 mm (24

inches) square to permit drainage. Contractor shall dispose debris in

compliance with applicable federal, state or local permits, rules

and/or regulations.

D. Remove and legally dispose of all materials, other than earth to remain

as part of project work, from any trash dumps shown. Materials removed

shall become property of contractor and shall be disposed of in

compliance with applicable federal, state or local permits, rules

and/or regulations . All materials in the indicated trash dump areas,

including above surrounding grade and extending to a depth of 1500mm

(5feet) below surrounding grade, shall be included as part of the lump

sum compensation for the work of this section. Materials that are

located beneath the surface of the surrounding ground more than 1500 mm

(5 feet), or materials that are discovered to be hazardous, shall be

handled as unforeseen. The removal of hazardous material shall be

referred to Hazardous Materials specifications.

E. Remove existing utilities as indicated or uncovered by work and

terminate in a manner conforming to the nationally recognized code

covering the specific utility and approved by the Contracting Officer

Representative. When Utility lines are encountered that are not

indicated on the drawings, the Contracting Officer Representative shall

be notified prior to further work in that area.


VAMC Baltimore, MD

02 41 00 - 4

3.2 CLEAN-UP:

On completion of work of this section and after removal of all debris,

leave site in clean condition satisfactory to the Contracting Officer

Representative. Clean-up off the // Medical Center shall include

disposal of all items and materials not required to remain property of

the Government as well as all debris and rubbish resulting from

demolition operations.

- - - E N D - - -


VAMC Baltimore, MD

SECTION 03 30 53 CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Equipment pads.

2. Preparation of existing surfaces to receive concrete.

3. Preparation of existing surface to received concrete topping.

1.2 RELATED REQUIREMENTS

A. Materials Testing and Inspection During Construction: Section 01 45 29,

TESTING LABORATORY SERVICES.


A. Comply with references to extent specified in this Section.

B. American Concrete Institute (ACI):

1. 117-15 - Tolerances for Concrete Construction, Materials and

Commentary.

2. 117M-10(R2015) - Tolerances for Concrete Construction, Materials and

Commentary.

3. 211.2-98(R2004) - Selecting Proportions for Structural Lightweight

Concrete.

4. 301/310M-10 - Structural Concrete.

5. 305.1-14 - Hot Weather Concreting.

6. 306.1-90(R2002) - Cold Weather Concreting.

7. 318/318M-14 - Building Code Requirements for Structural Concrete and

SP-66-04-ACI Detailing Manual.

8. 347-04 - Guide to Formwork for Concrete.

C. ASTM International(ASTM):

1. A615/A615M-15ae1 - Deformed and Plain Carbon-Steel Bars for Concrete

Reinforcement.

2. A996/A996M-15 - Rail-Steel and Axle-Steel Deformed Bars for Concrete

Reinforcement.

3. A1064/A1064M-15 - Carbon-Steel Wire and Welded Wire Reinforcement,

Plain and Deformed, for Concrete.

4. C33/C33M-13 - Concrete Aggregates.

5. C39/C39M-15a - Compressive Strength of Cylindrical Concrete

Specimens.

6. C94/C94M-15a - Ready-Mixed Concrete.

03 30 53 - 1


VAMC Baltimore, MD

7. C143/C143M-15 - Slump of Hydraulic Cement Concrete.

8. C150/C150M-15 - Portland Cement.

9. C171-07 - Sheet Material for Curing Concrete.

10. C192/C192M-15 - Making and Curing Concrete Test Specimens in the Laboratory.

11. C219-14a - Terminology Relating to Hydraulic Cement.

12. C260/C260M-10a - Air-Entraining Admixtures for Concrete. 13. C330/C330M-14 - Lightweight Aggregates for Structural Concrete.

14. C494/C494M-15 - Chemical Admixtures for Concrete. 15. C618-15 - Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use

in Concrete.

16. C881/C881M-14 - Epoxy-Resin-Base Bonding Systems for Concrete. 17. C989/C989M-14 - Slag Cement for Use in Concrete and Mortars.

18. C1240-15 - Silica Fume Used in Cementitious Mixtures. 19. D1751-04(2013el) - Preformed Expansion Joint Fillers for Concrete

Paving and Structural Construction (Non-extruding and Resilient

Bituminous Types).

20. E1155-14 - Determining FF Floor Flatness and FL Floor Levelness

Numbers.

21. E1745-11 - Water Vapor Retarders Used in Contact with Soil or

Granular Fill under Concrete Slabs.

D. International Concrete Repair Institute:

1. 310.2R-2013 - Selecting and Specifying Concrete Surface Preparation

for Sealers, Coatings, Polymer Overlays, and Concrete Repair.

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA,

AND SAMPLES.

B. Submittal Drawings:

1. Large scale drawings of reinforcing steel.

C. Manufacturer's Literature and Data:

1. Concrete Mix Design.

2. Air-entraining admixture, chemical admixtures, and curing compounds.

3. Indicate manufacturer's recommendation for each application.

D. Certificates: Certify products comply with specifications.

a. Each ready mix concrete batch delivered to site.

E. Contractor must provide the VA with a list of projects on similar

installations for at least 5 years. Provide contact names and addresses

of complete projects.

03 30 53 - 2


VAMC Baltimore, MD

1.5 DELIVERY

A. Deliver each ready-mixed concrete batch with mix certification in

duplicate according to ASTM C94/C94M.

1.6 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

PART 2 - PRODUCTS

2.1 MATERIALS

A. Portland Cement: ASTM C150/C150M, Type I or II.

B. Fine Aggregate: ASTM C33/C33M.

C. Lightweight Aggregate for Structural Concrete: ASTM C330/C330M, Table

1.

D. Mixing Water: Fresh, clean, and potable.

E. Air-Entraining Admixture: ASTM C260/C260M.

F. Chemical Admixtures: ASTM C494/C494M.

G. Vapor Barrier: ASTM E1745, Class A with a minimum puncture resistance

of 2200 g (3000 lbs.); minimum 0.38 mm (15 mil) thick.

H. Reinforcing Steel: ASTM A615/A615M, Grade 60.

I. Forms: Wood, plywood, metal, or other materials, approved by

Contracting Officer, of grade or type suitable to obtain type of finish

specified.

1. Plywood: Exterior grade, free of defects and patches on contact

surface.

2. Lumber: Sound, grade-marked, S4S stress graded softwood.

3. Form coating: As recommended by Contractor.

J. Expansion Joint Filler: ASTM D1751.

K. Sheet Materials for Curing Concrete: ASTM C171.

L. Abrasive Aggregates: Aluminum oxide grains or emery grits.

M. Liquid Densifier/Sealer: 100 percent active colorless aqueous

siliconate solution.

N. Grout, Non-Shrinking: Premixed ferrous or non-ferrous. Grout to show no

settlement or vertical drying shrinkage at 3 days. Compressive strength

for grout, at least 18 MPa (2500 psi) at 3 days and 35 MPa (5000 psi)

at 28 days.

2.2 ACCESSORIES

A. Bonding Agent: ASTM C 1059/C 1059M, Type II.

03 30 53 - 3


VAMC Baltimore, MD

B. Structural Adhesive: ASTM C881, 2-component material suitable for use

on dry or damp surfaces. Provide material Type, Grade, and Class to

suit Project requirements.

C. Water Stops: Rubber base with self-healing properties. Expanding clay

based products not acceptable.

D. Weeps: Geotextile type as recommended by Contractor and approved by

Contracting Officer.

2.3 CONCRETE MIXES

A. Design concrete mixes according to ASTM C94/C94M, Option C.

B. Compressive strength at 28 days: minimum 27.6 MPa (4,000 psi) for

lightweight concrete for superstructure (roof slab supported on metal

deck).

C. Submit mix design and results of compression tests to the Contracting

Officer for his evaluation. Identify all materials, including

admixtures, making-up the concrete.

D. Maximum Slump for Vibrated Concrete: 76 mm (3 inches) to 152 mm (6

inches) tested according to ASTM C143.

E. Cement and Water Factor (See Table I):

TABLE I - CEMENT AND WATER FACTORS FOR CONCRETE

Concrete: Strength Non-Air-Entrained Air-Entrained

Min. 28 Day Comp.

Str.

MPa (psi)

Min. Cement

kg/cu. m

(lbs./cu.

yd.)

Max. Water

Cement Ratio

Min. Cement

kg/cu. m

(lbs./cu.

yd.)

Max. Water

Cement Ratio

35 (5000)1,3 375 (630) 0.45 385 (650) 0.40

30 (4000)1,3 325 (550) 0.55 340 (570) 0.50

25 (3000)1,3 280 (470) 0.65 290 (490) 0.55

25 (3000)1,2 300 (500) * 310 (520) *

03 30 53 - 4


VAMC Baltimore, MD

TABLE I - CEMENT AND WATER FACTORS FOR CONCRETE

Concrete: Strength Non-Air-Entrained Air-Entrained

Min. 28 Day Comp.

Str.

MPa (psi)

Min. Cement

kg/cu. m

(lbs./cu.

yd.)

Max. Water

Cement Ratio

Min. Cement

kg/cu. m

(lbs./cu.

yd.)

Max. Water

Cement Ratio

Footnotes:

1. If trial mixes are used, achieve a compressive strength 8.3 MPa (1

200 psi) in excess of f'c. For concrete strengths greater than 35 MPa

(5,000 psi), achieve a compressive strength 9.7 MPa (1,400 psi) in excess of

f’c.

2. Lightweight Structural Concrete: Pump mixes may require higher cement

values as specified in ACI 318/318M.

3. For Concrete Exposed to High Sulfate Content Soils: Maximum water cement

ratio is 0.44.

* Laboratory Determined according to ACI 211.1 for normal weight concrete or

ACI 211.2 for lightweight structural concrete.

F. Air-entrainment as specified, and conform with the following for air

content table:

TABLE II - TOTAL AIR CONTENT

FOR VARIOUS SIZES OF COARSE AGGREGATES

Nominal Maximum Size of

Coarse Aggregate

Total Air Content, percent

10 mm (3/8 inches) 6 Moderate exposure; 7.5 severe

exposure

13 mm (1/2 inches) 5.5 Moderate exposure; 7 severe

exposure

19 mm (3/4 inches) 5 Moderate exposure; 6 severe exposure

25 mm (1 inches) 4.5 Moderate exposure; 6 severe

exposure

40 mm (1 1/2 inches) 4.5 Moderate exposure; 5.5 severe

exposure

2.4 BATCHING AND MIXING

A. Store, batch, and mix materials according to ASTM C94/C94M.

03 30 53 - 5


VAMC Baltimore, MD

1. Job-Mixed: Batch mix concrete in stationary mixers as specified in

ASTM C94/C94M.

2. Ready-Mixed Concrete: Comply with ASTM C94/C94M, except use of

non-agitating equipment for transporting concrete to Site is not

acceptable.

3. Mixing Structural Lightweight Concrete: Charge mixer with 2/3 of

total mixing water and total aggregate for each batch. Mix

ingredients minimum 30 seconds in stationary mixer or minimum 10

revolutions at mixing speed in truck mixer. Add remaining mixing

water and other ingredients and continue mixing. Above procedure may

be modified as recommended by aggregate producer.

4. When aggregate producer's instructions deviate from specifications,

submit proposed resolution for Contracting Officer's Representative

consideration.

PART 3 - EXECUTION

3.1 FORMWORK

A. Installation: Conform to ACI 347. Construct forms to obtain concrete of

the shapes, dimensions and profiles indicated, with tight joints.

B. Design and construct forms to prevent bowing-out of forms between

supports and to be removable without prying against or otherwise

damaging fresh concrete.

C. When patching formed concrete, seal form edges against existing surface

to prevent leakage; set forms so that patch is flush with adjacent

surfaces.

D. Treating and Wetting: Treat or wet concrete contact surfaces:

1. Coat plywood and lumber forms with non-staining form sealer.

2. Wet wood forms thoroughly when they are not treated with form

release agent.

3. Prevent water from accumulating and remaining within forms.

4. Clean and coat removable metal forms with light form oil before

reinforcement is placed.

5. In hot weather, cool metal forms by thoroughly wetting with water

just before placing concrete.

6. Prevent water from accumulating and remaining within forms.

E. Inserts, Sleeves, and Similar Items: Install flashing reglets, masonry

ties, anchors, inserts, wires, hangers, sleeves, boxes for floor

03 30 53 - 6


VAMC Baltimore, MD

hinges, and other cast-in items specified in other Sections. Place

where indicated, square, flush and secured to formwork.

F. Construction Tolerances - General: Install and maintain concrete

formwork to assure completion of work within specified tolerances.

G. Adjust or replace completed work exceeding specified tolerances before

placing concrete.

3.2 REINFORCEMENT

A. Install concrete reinforcement according to ACI 318 and ACI SP-66.

B. Support and securely tie reinforcing steel to prevent displacement

during placing of concrete.

C. Drilling for Dowels in Existing Concrete: Use sharp bits, drill hole

slightly oversize, fill with epoxy grout, inset the dowel, and remove

excess epoxy.

3.3 VAPOR BARRIER

A. Except where membrane waterproofing is required, place interior

concrete slabs on a continuous vapor barrier.

B. Lap joints 150 mm (6 inches) and seal with a compatible

pressure-sensitive tape.

C. Patch punctures and tears.

3.4 PLACING CONCRETE

A. Remove water before concrete is placed. Remove hardened concrete,

debris and other foreign materials from interior of forms, and from

inside of mixing and conveying equipment. Obtain approval from

Contracting Officer's Representative before placing concrete.

B. Install screeds at required elevations for concrete slabs.

C. Roughen and clean free from laitance, foreign matter, and loose

particles before placing new concrete on existing concrete.

1. Blow-out areas with compressed air and immediately coat contact

areas with adhesive in compliance with manufacturer's instructions.

D. Place structural concrete according to ACI 301 and ACI 318.

E. Convey concrete from mixer to final place of deposit by method that

will prevent segregation or loss of ingredients. Do not deposit, in

Work, concrete that has attained its initial set or has contained its

water or cement more than 1 1/2 hours. Do not allow concrete to drop

freely more than 1500 mm (5 feet) in unexposed work nor more than

900 mm (3 feet) in exposed work.

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F. Place and consolidate concrete in horizontal layers not exceeding

300 mm (12 inches) in thickness. Consolidate concrete by spading,

rodding, and mechanical vibrator. Do not secure vibrator to forms or

reinforcement. Continuously vibrate during placement of concrete.

G. Hot Weather Concrete Placement: As recommended by ACI 305.1 to prevent

adversely affecting properties and serviceability of hardened concrete.

H. Cold Weather Concrete Placement: As recommended by ACI 306.1, to

prevent freezing of thin sections less than 300 mm (12 inches) and to

permit concrete to gain strength properly.

1. Do not use calcium chloride without written approval from

Contracting Officer's Representative.

3.5 TOLERANCES

A. Slab on Grade Finish Tolerance: Comply with ACI 117, FF-number and

FL-number method.

3.6 PROTECTION AND CURING

A. Protect exposed surfaces of concrete from premature drying, wash by

rain or running water, wind, mechanical damage, and excessive hot or

cold temperatures.

B. Curing Methods: Cure concrete with curing compound using wet method

with sheets.

C. Formed Concrete Curing: Wet the tops and exposed portions of formed

concrete and keep moist until forms are removed.

1. If forms are removed before 14 days after concrete is cast, install

sheet curing materials as specified above.

D. Concrete Flatwork Curing:

1. Install sheet materials according to the manufacturer's

instructions.

a. When manufacturer's instructions deviate from specifications,

submit proposed resolution for Contracting Officer's

Representative consideration.

3.7 FORM REMOVAL

A. Maintain forms in place until concrete is self-supporting, with

construction operation loads.

B. Remove fins, laitance and loose material from concrete surfaces when

forms are removed. Repair honeycombs, rock pockets, sand runs, spalls,

03 30 53 - 8


VAMC Baltimore, MD

or otherwise damaged surfaces by patching with the same mix as concrete

minus the coarse aggregates.

C. Finish to match adjacent surfaces.

3.8 FINISHES

A. Vertical and Overhead Surface Finishes:

1. Surfaces Concealed in Completed Construction: As-cast; no additional

finishing required.

2. Surfaces Exposed in Unfinished Areas: As-cast; no additional

finishing required.

a. Interior Electrical Room inside IPD101 Electrical room.

3. Surfaces Exposed to View Scheduled for Paint Finish: Remove fins,

burrs and similar projections by mechanical means approved by

Contracting Officer's Representative flush with adjacent surface.

Lightly rub with fine abrasive stone or hone. Use ample amount of

water during rubbing without working up a lather of mortar or

changing texture of concrete.

4. Surfaces Exposed to View in Finished Areas: Grout finish, unless

otherwise shown, for uniform color and smooth finish treated.

a. Remove laitance, fins and burrs.

b. Scrub concrete with wire brushes. Clean stained concrete

surfaces with hone or stone.

c. Apply grout composed of 1 part Portland cement and 1 part clean,

fine sand (smaller than 600 micro-m (No. 30) sieve). Work grout

into surface of concrete with cork floats or fiber brushes until

pits and honeycomb are filled.

d. After grout has hardened, but is still plastic, remove surplus

grout with sponge rubber float and by rubbing with clean burlap.

e. In hot, dry weather fog spray surfaces with water to keep grout

wet during setting period. Complete finished areas in same day.

Confine limits of finished areas to natural breaks in wall

surface. Do not leave grout on concrete surface overnight.

B. Slab Finishes: 1. Allow bleed water to evaporate before surface is finished. Do not

sprinkle dry cement on surface to absorb water.

2. Broom Finish: Finish exterior slabs, ramps, and stair treads with

bristle brush moistened with clear water after surfaces have been

floated.

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3.9 SURFACE TREATMENTS

A. Mix and apply the following surface treatments according to

manufacturer's instructions.

1. When manufacturer's instructions deviate from specifications, submit

proposed resolution for Contracting Officer's Representative

consideration.

B. Liquid Densifier/Sealer: Use for exposed concrete floors and concrete

floors to receive carpeting // except those specified to receive

non-slip finish //.

C. Slip Resistant Finish:

1. Except where safety nosing and tread coverings are shown, apply

abrasive aggregate to treads and platforms of concrete steps and

stairs, and to surfaces of exterior concrete ramps and platforms.

a. Broadcast aggregate uniformly over concrete surface. Trowel

concrete surface to smooth dense finish. After curing, rub

treated surface with abrasive brick and water sufficiently to

slightly expose abrasive aggregate.

3.10 APPLIED TOPPING

A. Install concrete topping with thickness and strength shown with only

enough water to ensure stiff, workable, plastic mix.

B. Continuously place applied topping until entire area is complete,

struck off with straightedge, compact by rolling or tamping, float and

steel trowel to hard smooth finish.

3.11 RESURFACING FLOORS

A. Remove existing flooring by abrasive blasting or grinding, in areas to

receive resurfacing, to expose existing structural slab. Achieve a

surface profile of 2 to 4 according to ICRI 310.2R for the condition

found at Site.

B. Prepare exposed structural slab surface by cleaning, wetting, and

applying adhesive according to manufacturer's instructions as specified

in the flooring section.

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SECTION 05 12 00 STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 SUMMARY


1. Structural steel shapes, plates, and bars.

2. Bolts, nuts, and washers.


A. Materials Testing And Inspection During Construction: Section 01 45 29,

TESTING LABORATORY SERVICES.

B. Fireproofing: Section 07 81 00, APPLIED FIREPROOFING.

C. Steel Finishes: Section 09 06 00, SCHEDULE FOR FINISHES.


A. Comply with references to extent specified in this section.

B. American Institute of Steel Construction (AISC):

1. AISC Manual - Steel Construction Manual, 14th Ed.

2. 303-10 - Code of Structural Steel Buildings and Bridges.

3. 360-10: Specification for Structural Steel Buildings.

C. The American Society of Mechanical Engineers (ASME):

1. B18.22.1-09 - Washers: Helical Spring-Lock, Tooth Lock, and Plain

Washers.

D. American Welding Society (AWS):

1. D1.1/D1.1M-15 - Structural Welding Code - Steel.

E. ASTM International (ASTM):

1. A6/A6M-14 - General Requirements for Rolled Structural Steel Bars,

Plates, Shapes, and Sheet Piling.

2. A36/A36M-14 - Carbon Structural Steel.

3. A53/A53M-12 - Pipe, Steel, Black and Hot-Dip, Zinc-Coated, Welded

and Seamless.

4. A123/A123M-15 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel

Products.

5. A242/A242M-13 - High-Strength Low-Alloy Structural Steel.

6. A283/A283M-13 - Low and Intermediate Tensile Strength Carbon Steel

Plates.

7. A307-14 - Carbon Steel Bolts, Studs, and Threaded Rod 60,000 PSI

Tensile Strength.

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8. A500/A500M-13 - Cold-Formed Welded and Seamless Carbon Steel

Structural Tubing and Rounds and Shapes.

9. A501/A501M-14 - Hot-Formed Welded and Seamless Carbon Steel

Structural Tubing and Rounds and Shapes.

10. A572/A572M-15 - High-Strength Low-Alloy Columbium-Vanadium

Structural Steel.

11. A992/A992M-15 - Structural Shapes. 12. F2329/F2329M-15 - Zinc Coating, Hot-Dip, Requirements for

Application to Carbon and Alloy steel Bolts, Screws, washers, Nuts,

and Special Threaded Fasteners.

13. F3125/F3125M-15 - Standard Specification for High Strength

Structural Bolts, Steel and Alloy Steel, Heat Treated, 120 ksi (830

MPa) and 150 ksi (1040 MPa) Minimum Tensile Strength, Inch and

Metric Dimensions

F. Master Painters Institute (MPI):

1. No. 18 - Primer, Zinc Rich, Organic.

G. Military Specifications (Mil. Spec.):

1. MIL-P-21035 - Paint, High Zinc Dust Content, Galvanizing, Repair.

H. Occupational Safety and Health Administration (OSHA):

1. 29 CFR 1926.752(e) - Guidelines For Establishing The Components Of A

Site-Specific Erection Plan.

2. 29 CFR 1926-2001 - Safety Standards for Steel Erection.

I. Research Council on Structural Connections (RCSC) of The Engineering

Foundation:

1. Specification for Structural Joints Using ASTM F3125 Bolts.

1.4 SUBMITTALS


AND SAMPLES.


1. Show size, configuration, and fabrication and installation details.

C. Test Reports: Certify products comply with specifications.

1. Welders' qualifying tests.

D. Certificates: Certify each product complies with specifications.

1. Structural steel.

2. Steel connections.

3. Welding materials.

4. Shop coat primer paint.

E. Qualifications: Substantiate qualifications comply with specifications.

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VAMC Baltimore, MD

1. Fabricator with project experience list.

2. Installer with project experience list.

3. Welders and welding procedures.

F. Record Surveys: Signed and sealed by responsible surveyor or engineer.


A. Fabricator Qualifications: AISC Quality Certification participant

designated as AISC Certified Plant, Category STD.

1. Regularly fabricates specified products.

2. Fabricated specified products with satisfactory service on five

similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for

completed projects.

B. Installer Qualifications: AISC Quality Certification Program

participant designated as AISC-Certified Erector, Category ACSE.

1. Regularly installs specified products.

2. Installed specified products with satisfactory service on five


a. Project Experience List: Provide contact names and addresses for

completed projects.

C. Before commencement of Work, ensure steel erector provides written

notification required by OSHA 29 CFR 1926.752(e). Submit a copy of the

notification to Contracting Officer's Representative.

D. Welders and Welding Procedures Qualifications: AWS D1.1/D1.1M.

1.6 WARRANTY


Construction."

PART 2 - PRODUCTS

2.1 MATERIALS

A. W-Shapes:

1. ASTM A992/A992M.

2. ASTM A572/A572M; Grade 60

B. Channel and Angles:

1. ASTM A36/A36M.

C. Plates and Bars:

1. ASTM A36/A36M.

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D. Bolts, Nuts and Washers: Galvanized for galvanized framing and plain

finish for other framing.

1. High-strength bolts, including nuts and washers: ASTM F3125.

2. Plain washers, other than those in contact with high-strength bolt

heads and nuts: ASME B18.22.1.

E. Welding Materials: AWS D1.1, type to suit application.

2.2 PRODUCTS - GENERAL

A. Basis of Design: Section 09 06 00, SCHEDULE FOR FINISHES.

2.3 FABRICATION

A. Fabricate structural steel according to Chapter M, AISC 360.

B. Shop and Field Connections:

1. Weld connections according to AWS D1.1/D1.1M. Welds shall be made

only by welders and welding operators who have been previously

qualified by tests as prescribed in AWS D1.1 to perform type of work

required.

2.4 FINISHES

A. Shop Priming:

1. Prime paint structural steel according to AISC 303, Section 6.

a. Interstitial Space Structural Steel: Prime paint, unless

indicated to receive sprayed on fireproofing.

B. Shop Finish Painting: Apply primer and finish paint as specified in

Section 09 91 00, PAINTING.

C. Do not paint:

1. Surfaces within 50 mm (2 inches) of field welded joints.

2. Surfaces indicated to be encased in concrete.

3. Surfaces receiving sprayed on fireproofing.

4. Beam top flanges receiving shear connector studs applied.

2.5 ACCESSORIES

A. General: Shop paint steel according to AISC 303, Section 6.

B. Finish Paint System: Primer and finish as specified in Section

09 91 00, PAINTING.

C. Galvanizing Repair Paint: MPI No. 18.

PART 3 - EXECUTION

3.1 ERECTION

A. Erect structural steel according to AISC 303 and AISC 360.

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B. Set structural steel accurately at locations and elevations indicated

on drawings.

C. Maintain erection tolerances of structural steel within AISC 303

requirements.

1. Pour Stop Elevation Tolerance: 6 mm (1/4 inch), maximum, before

concrete placement.

D. Weld and bolt connections as specified for shop connections.

3.2 FIELD PAINTING

A. After welding, clean and prime weld areas to match adjacent finish.

B. Touch-up primer damaged by construction operations.

C. Apply galvanizing repair paint to galvanized coatings damaged by

construction operations.

D. Finish Painting: As specified in Section 09 91 00, PAINTING.

3.3 FIELD QUALITY CONTROL

A. Record Survey:

1. Engage registered land surveyor or registered civil engineer as

specified in Section 01 00 00, GENERAL REQUIREMENTS to perform

survey.

2. Measure and record structural steel framing plumbness, level, and

alignment after completing bolting and welding and before

installation of work supported by structural steel.

3. Identify deviations from allowable tolerances specified in

AISC Manual.

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SECTION 05 50 00 METAL FABRICATIONS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies items and assemblies fabricated from structural

steel shapes and other materials as shown and specified.

B. Items specified.

2. Frames:

3. Guards

12. Railings:

13. Catwalks and Platforms

1.2 RELATED WORK

A. Railings attached to steel stairs: Section 05 51 00, METAL STAIRS.

B. Colors, finishes, and textures: Section 09 06 00, SCHEDULE FOR

FINISHES.

C. Prime and finish painting: Section 09 91 00, PAINTING.

1.3 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES.

B. Manufacturer's Literature and Data:

CENTRIA SRS-2 & SRS-493A

C. Shop Drawings:

1. Each item specified, showing complete detail, location in the

project, material and size of components, method of joining various

components and assemblies, finish, and location, size and type of

anchors.

2. Mark items requiring field assembly for erection identification and

furnish erection drawings and instructions.

3. Provide templates and rough-in measurements as required.

D. Manufacturer's Certificates:

1. Anodized finish as specified.

2. Live load designs as specified.

E. Design Calculations for specified live loads including dead loads.

05 50 00- 1


VAMC Baltimore, MD

F. Furnish setting drawings and instructions for installation of anchors

to be preset into concrete and masonry work, and for the positioning of

items having anchors to be built into concrete or masonry construction.


A. Each manufactured product shall meet, as a minimum, the requirements

specified, and shall be a standard commercial product of a manufacturer

regularly presently manufacturing items of type specified.

B. Each product type shall be the same and be made by the same

manufacturer.

C. Assembled product to the greatest extent possible before delivery to

the site.

D. Include additional features, which are not specifically prohibited by

this specification, but which are a part of the manufacturer's standard

commercial product.

E. Installation: Contractor must provide a list of project on similar

installations for at least 5 years. Provide contact names and

addresses for completed projects. Comply with all OSHA applicable

requirements for safety railing installation on roofs.



extent referenced. The publications are referenced in the text by the


B. American Society of Mechanical Engineers (ASME):

B18.6.1-97..............Wood Screws

B18.2.2-87(R2010).......Square and Hex Nuts

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

A36/A36M-14.............Structural Steel

A47-99(R2014)...........Malleable Iron Castings

A48-03(R2012)...........Gray Iron Castings

A53-12..................Pipe, Steel, Black and Hot-Dipped, Zinc-Coated

Welded and Seamless

A123-15.................Zinc (Hot-Dip Galvanized) Coatings on Iron and

Steel Products

A240/A240M-15...........Standard Specification for Chromium and

Chromium-Nickel Stainless Steel Plate, Sheet

and Strip for Pressure Vessels and for General

Applications.

05 50 00- 2


VAMC Baltimore, MD

A269-15.................Seamless and Welded Austenitic Stainless Steel

Tubing for General Service

A307-14.................Carbon Steel Bolts and Studs, 60,000 PSI

Tensile Strength

A391/A391M-07(R2015)....Grade 80 Alloy Steel Chain

A786/A786M-15...........Rolled Steel Floor Plate

B221-14.................Aluminum and Aluminum-Alloy Extruded Bars,

Rods, Wire, Shapes, and Tubes

B456-11.................Electrodeposited Coatings of Copper Plus Nickel

Plus Chromium and Nickel Plus Chromium

B632-08.................Aluminum-Alloy Rolled Tread Plate

C1107-13................Packaged Dry, Hydraulic-Cement Grout

(Nonshrink)

D3656-13................Insect Screening and Louver Cloth Woven from

Vinyl-Coated Glass Yarns

F436-16.................Hardened Steel Washers

F468-06(R2015)..........Nonferrous Bolts, Hex Cap Screws, Socket Head

Cap Screws and Studs for General Use

F593-13.................Stainless Steel Bolts, Hex Cap Screws, and

Studs

F1667-15................Driven Fasteners: Nails, Spikes and Staples

D. American Welding Society (AWS):

D1.1-15.................Structural Welding Code Steel

D1.2-14.................Structural Welding Code Aluminum

D1.3-18.................Structural Welding Code Sheet Steel

E. National Association of Architectural Metal Manufacturers (NAAMM)

AMP 521-01(R2012).......Pipe Railing Manual

AMP 500-06..............Metal Finishes Manual

MBG 531-09(R2017).......Metal Bar Grating Manual

MBG 532-09..............Heavy Duty Metal Bar Grating Manual

F. Structural Steel Painting Council (SSPC)/Society of Protective

Coatings:

SP 1-15.................No. 1, Solvent Cleaning

SP 2-04.................No. 2, Hand Tool Cleaning

SP 3-04.................No. 3, Power Tool Cleaning

G. Federal Specifications (Fed. Spec):

RR-T-650E...............Treads, Metallic and Nonmetallic, Nonskid

05 50 00- 3


VAMC Baltimore, MD

PART 2 - PRODUCTS

2.1 DESIGN CRITERIA

A. In addition to the dead loads, design fabrications to support the

following live loads unless otherwise specified.

B. Ladders and Rungs: 120 kg (250 pounds) at any point.

C. Railings and Handrails: 900 N (200 pounds) in any direction at any

point.

E. Manhole Covers: 1200 kg/m2 (250 pounds per square foot).

2.2 MATERIALS

A. Structural Steel: ASTM A36.

B. Stainless Steel: ASTM A240, Type 302 or 304.

C. Aluminum, Extruded: ASTM B221, Alloy 6063-T5 unless otherwise

specified. For structural shapes use alloy 6061-T6 and alloy 6061-

T4511.

F. Cast-Iron: ASTM A48, Class 30, commercial pattern.

H. Primer Paint: As specified in Section 09 91 00, PAINTING.

J. Modular Channel Units:

1. Factory fabricated, channel shaped, cold formed sheet steel shapes,

complete with fittings bolts and nuts required for assembly.

2. Form channel within turned pyramid shaped clamping ridges on each

side.

3. Provide case hardened steel nuts with serrated grooves in the top

edges designed to be inserted in the channel at any point and be

given a quarter turn so as to engage the channel clamping ridges.

Provide each nut with a spring designed to hold the nut in place.

4. Factory finish channels and parts with oven baked primer when

exposed to view. Channels fabricated of ASTM A525, G90 galvanized

steel may have primer omitted in concealed locations. Finish screws

and nuts with zinc coating.

5. Fabricate snap-in closure plates to fit and close exposed channel

openings of not more than 0.3 mm (0.0125 inch) thick stainless

steel.

K. Grout: ASTM C1107, pourable type.

2.3 HARDWARE

A. Rough Hardware:

1. Furnish rough hardware with a standard plating, applied after

punching, forming and assembly of parts; galvanized, cadmium plated,

05 50 00- 4


VAMC Baltimore, MD

or zinc-coated by electro-galvanizing process. Galvanized G-90 where

specified.

2. Use G90 galvanized coating on ferrous metal for exterior work unless

non-ferrous metal or stainless is used.

B. Fasteners:

1. Bolts with Nuts:

a. ASME B18.2.2.

b. ASTM A307 for 415 MPa (60,000 psi) tensile strength bolts.

c. ASTM F468 for nonferrous bolts.

d. ASTM F593 for stainless steel.

2. Screws: ASME B18.6.1.

3. Washers: ASTM F436, type to suit material and anchorage.

4. Nails: ASTM F1667, Type I, style 6 or 14 for finish work.

2.4 FABRICATION GENERAL

A. Material

1. Use material as specified. Use material of commercial quality and

suitable for intended purpose for material that is not named or its

standard of quality not specified.

2. Use material free of defects which could affect the appearance or

service ability of the finished product.

B. Size:

1. Size and thickness of members as shown.

2. When size and thickness is not specified or shown for an individual

part, use size and thickness not less than that used for the same

component on similar standard commercial items or in accordance with

established shop methods.

C. Connections

1. Except as otherwise specified, connections may be made by welding,

riveting or bolting.

2. Field riveting will not be approved.

3. Design size, number and placement of fasteners, to develop a joint

strength of not less than the design value.

4. Holes, for rivets and bolts: Accurately punched or drilled and burrs

removed.

5. Size and shape welds to develop the full design strength of the

parts connected by welds and to transmit imposed stresses without

permanent deformation or failure when subject to service loadings.

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6. Use Rivets and bolts of material selected to prevent corrosion

(electrolysis) at bimetallic contacts. Plated or coated material

will not be approved.

7. Use stainless steel connectors for removable members machine screws

or bolts.

D. Fasteners and Anchors

1. Use methods for fastening or anchoring metal fabrications to

building construction as shown or specified.

2. Where fasteners and anchors are not shown, design the type, size,

location and spacing to resist the loads imposed without deformation

of the members or causing failure of the anchor or fastener, and

suit the sequence of installation.

3. Use material and finish of the fasteners compatible with the kinds

of materials which are fastened together and their location in the

finished work.

4. Fasteners for securing metal fabrications to new construction only,

may be by use of threaded or wedge type inserts or by anchors for

welding to the metal fabrication for installation before the

concrete is placed or as masonry is laid.

5. Fasteners for securing metal fabrication to existing construction or

new construction may be expansion bolts, toggle bolts, power

actuated drive pins, welding, self drilling and tapping screws or

bolts.

E. Workmanship

1. General:

a. Fabricate items to design shown.

b. Furnish members in longest lengths commercially available within

the limits shown and specified.

c. Fabricate straight, true, free from warp and twist, and where

applicable square and in same plane.

d. Provide holes, sinkages and reinforcement shown and required for

fasteners and anchorage items.

e. Provide openings, cut-outs, and tapped holes for attachment and

clearances required for work of other trades.

f. Prepare members for the installation and fitting of hardware.

g. Cut openings in gratings and floor plates for the passage of

ducts, sumps, pipes, conduits and similar items. Provide

reinforcement to support cut edges.

05 50 00- 6


VAMC Baltimore, MD

h. Fabricate surfaces and edges free from sharp edges, burrs and

projections which may cause injury.

2. Welding:

a. Weld in accordance with AWS.

b. Welds shall show good fusion, be free from cracks and porosity

and accomplish secure and rigid joints in proper alignment.

c. Where exposed in the finished work, continuous weld for the full

length of the members joined and have depressed areas filled and

protruding welds finished smooth and flush with adjacent

surfaces.

d. Finish welded joints to match finish of adjacent surface.

3. Joining:

a. Miter or butt members at corners.

b. Where frames members are butted at corners, cut leg of frame

member perpendicular to surface, as required for clearance.

4. Anchors:

a. Where metal fabrications are shown to be preset in concrete, weld

32 x 3 mm (1-1/4 by 1/8 inch) steel strap anchors, 150 mm (6

inches) long with 25 mm (one inch) hooked end, to back of member

at 600 mm (2 feet) on center, unless otherwise shown.

b. Where metal fabrications are shown to be built into masonry use

32 x 3 mm (1-1/4 by 1/8 inch) steel strap anchors, 250 mm (10

inches) long with 50 mm (2 inch) hooked end, welded to back of

member at 600 mm (2 feet) on center, unless otherwise shown.

5. Cutting and Fitting:

a. Accurately cut, machine and fit joints, corners, copes, and

miters.

b. Fit removable members to be easily removed.

c. Design and construct field connections in the most practical

place for appearance and ease of installation.

d. Fit pieces together as required.

e. Fabricate connections for ease of assembly and disassembly

without use of special tools.

f. Joints firm when assembled.

g. Conceal joining, fitting and welding on exposed work as far as

practical.

h. Do not show rivets and screws prominently on the exposed face.

05 50 00- 7


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i. The fit of components and the alignment of holes shall eliminate

the need to modify component or to use exceptional force in the

assembly of item and eliminate the need to use other than common

tools.

F. Finish:

1. Finish exposed surfaces in accordance with NAAMM AMP 500 Metal

Finishes Manual.

2. Aluminum: NAAMM AMP 501.

a. Mill finish, AA-M10, as fabricated, use unless specified

otherwise.

b. Clear anodic coating, AA-C22A41, chemically etched medium matte,

with Architectural Class 1, 0.7 mils or thicker.

c. Colored anodic coating, AA-C22A42, chemically etched medium matte

with Architectural Class 1, 0.7 mils or thicker.

d. Painted: AA-C22R10.

3. Steel and Iron: NAAMM AMP 504.

a. Zinc coated (Galvanized): ASTM A123, G90 unless noted otherwise.

b. Surfaces exposed in the finished work:

1) Finish smooth rough surfaces and remove projections.

2) Fill holes, dents and similar voids and depressions with epoxy

type patching compound.

c. Shop Prime Painting:

1) Surfaces of Ferrous metal:

a) Items not specified to have other coatings.

b) Galvanized surfaces specified to have prime paint.

c) Remove all loose mill scale, rust, and paint, by hand or

power tool cleaning as defined in SSPC-SP2 and SP3.

d) Clean of oil, grease, soil and other detrimental matter by

use of solvents or cleaning compounds as defined in SSPC-

SP1.

e) After cleaning and finishing apply one coat of primer as

specified in Section 09 91 00, PAINTING.

2) Non ferrous metals: Comply with MAAMM-500 series.

G. Protection:

1. Insulate aluminum surfaces that will come in contact with concrete,

masonry, plaster, or metals other than stainless steel, zinc or

05 50 00- 8


VAMC Baltimore, MD

white bronze by giving a coat of heavy-bodied alkali resisting

bituminous paint or other approved paint in shop.

2. Spot prime all abraded and damaged areas of zinc coating which

expose the bare metal, using zinc rich paint on hot-dip zinc coat

items and zinc dust primer on all other zinc coated items.

2.5 SUPPORTS

A. General:

1. Fabricate ASTM A36 structural steel shapes as shown.

2. Use clip angles or make provisions for welding hangers and braces to

overhead construction.

3. Field connections may be welded or bolted.

C. For Wall Mounted Items:

1. For items supported by metal stud partitions.

2. Steel strip or hat channel minimum of 1.5 mm (0.0598 inch) thick.

3. Steel strip minimum of 150 mm (6 inches) wide, length extending one

stud space beyond end of item supported.

4. Steel hat channels where shown. Flange cut and flatted for anchorage

to stud.

5. Structural steel tube or channel for grab bar at water closets floor

to structure above with clip angles or end plates formed for

anchors.

6. Use steel angles for thru wall counters. Drill angle for fasteners

at ends and not over 100 mm (4 inches) on center between ends.

D. For Trapeze Bars:

1. Construct assembly above ceilings as shown and design to support not

less than a 340 kg (750 pound) working load at any point.

2. Fabricate trapeze supports as shown, with all exposed members,

including screws, nuts, bolts and washers, fabricated of stainless

steel.

3. Fabricate concealed components of structural steel shapes unless

shown otherwise.

4. Stainless steel ceiling plate drilled for eye bolt.

5. Continuously weld connections where welds shown.

6. Use modular channel where shown with manufacturers bolts and

fittings.

a. Weld ends of steel angle braces to steel plates and secure to

modular channel units as shown. Drill plates for anchor bolts.

05 50 00- 9


VAMC Baltimore, MD

b. Fabricate eye bolt, special clamp bolt, and plate closure full

length of modular channel at ceiling line and secure to modular

channel unit with manufacturers standard fittings.

2.6 COVERS AND FRAMES FOR PITS AND TRENCHES

A. Fabricate covers to support live loads specified.

B. Galvanized steel members after fabrication in accordance with ASTM

A123, G-90 coating.

2.7 RAILINGS

A. In addition to the dead load design railing assembly to support live

load specified.

B. Fabrication General:

1. Provide continuous welded joints, dressed smooth and flush.

2. Standard flush fittings, designed to be welded, may be used.

3. Exposed threads will not be approved.

4. Form handrail brackets to size and design shown.

5. Exterior Post Anchors.

a. Fabricate tube or pipe sleeves with closed ends or plates as

shown.

b. Where inserts interfere with reinforcing bars, provide flanged

fittings welded or threaded to posts for securing to concrete

with expansion bolts.

c. Provide heavy pattern sliding flange base plate with set screws

at base of pipe or tube posts.

C. Handrails:

1. Close free ends of rail with flush metal caps welded in place except

where flanges for securing to walls with bolts are shown.

2. Make provisions for attaching handrail brackets to wall, posts, and

handrail as shown.

D. Steel Pipe Railings:

1. Fabricate of steel pipe with welded joints.

2. Number and space of rails as shown.

3. Space posts for railings not over 1800 mm (6 feet) on centers

between end posts.

4. Form handrail brackets from malleable iron.

5. Fabricate removable sections with posts at end of section.

a. Provide suitable stops, so that gate will swing as shown.

b. Provide padlock eyes where shown.

05 50 00- 10


VAMC Baltimore, MD

9. Chains:

a. Chains: ASTM A391, Grade 63, straight link style, normal size

chain bar 8 mm (5/16 inch) diameter, eight links per 25 mm (foot)

and with boat type snap hook on one end, and through type eye

bolt on other end.

b. Fabricate eye bolt for attaching chain to pipe posts, size not

less than 9 mm (3/8 inch) diameter.

c. Fabricate anchor at walls, for engagement of snap hook of either

a 9 mm (3/8 inch) diameter eye bolt or punched angle.

d. Galvanize chain and bolts after fabrication.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Set work accurately, in alignment and where shown, plumb, level, free

of rack and twist, and set parallel or perpendicular as required to

line and plane of surface.

B. Items set into concrete or masonry.

1. Provide temporary bracing for such items until concrete or masonry

is set.

2. Place in accordance with setting drawings and instructions.

3. Build strap anchors, into masonry as work progresses.

C. Set frames of gratings, covers, corner guards, trap doors and similar

items flush with finish floor or wall surface and, where applicable,

flush with side of opening.

D. Field weld in accordance with AWS.

1. Design and finish as specified for shop welding.

2. Use continuous weld unless specified otherwise.

E. Install anchoring devices and fasteners as shown and as necessary for

securing metal fabrications to building construction as specified.

Power actuated drive pins may be used except for removable items and

where members would be deformed or substrate damaged by their use.

F. Spot prime all abraded and damaged areas of zinc coating as specified

and all abraded and damaged areas of shop prime coat with same kind of

paint used for shop priming.

G. Isolate aluminum from dissimilar metals and from contact with concrete

and masonry materials as required to prevent electrolysis and

corrosion.

05 50 00- 11


VAMC Baltimore, MD

H. Secure escutcheon plate with set screw.

3.2 INSTALLATION OF SUPPORTS

A. Anchorage to structure.

1. Secure angles or channels and clips to overhead structural steel by

continuous welding unless bolting is shown.

2. Secure supports to concrete inserts by bolting or continuous welding

as shown.

3. Secure supports to mid height of concrete beams when inserts do not

exist with expansion bolts and to slabs, with expansion bolts.

unless shown otherwise.

4. Secure steel plate or hat channels to studs as detailed.

C. Supports for Wall Mounted items:

1. Locate center of support at anchorage point of supported item.

2. Locate support at top and bottom of wall hung cabinets.

E. Ceiling Support for Operating Light:

1. Anchor support to structure above as shown.

2. Set leveling plate as shown level with ceiling.

3. Secure operating light to leveling plate in accordance with light

manufacturer's requirements.

3.5 DOOR FRAMES

A. Secure clip angles at bottom of frames to concrete slab with expansion

bolts as shown.

B. Level and plumb frame; brace in position required.

C. At masonry, set frames in walls so anchors are built-in as the work

progresses unless shown otherwise.

D. Set frames in formwork for frames cast into concrete.

E. Where frames are set in prepared openings, bolt to wall with spacers

and expansion bolts.

3.6 OTHER FRAMES

A. Set frame flush with surface unless shown otherwise.

B. Anchor frames at ends and not over 450 mm (18 inches) on centers unless

shown otherwise.

C. Set in formwork before concrete is placed.

3.14 RAILINGS

A. Steel Posts:

1. Secure fixed posts to concrete with expansion bolts through flanged

fittings except where sleeves are shown with pourable grout.

2. Install sleeves in concrete formwork.

05 50 00- 12


VAMC Baltimore, MD

3. Set post in sleeve and pour grout to surface. Apply beveled bead of

urethane sealant at perimeter of post or under flange fitting as

specified in Section 07 92 00, JOINT SEALANTS on exterior posts.

4. Secure removable posts to concrete with either machine screws

through flanged fittings which are secured to inverted flanges

embedded in and set flush with finished floor, or set posts in close

fitting pipe sleeves without grout.

5. Secure sliding flanged fittings to posts at base with set screws.

6. Secure fixed flanged fittings to concrete with expansion bolts.

7. Secure posts to steel with welds.

B. Chains:

1. Eye bolt chains to pipe posts.

2. Eye bolt anchoring at walls.

a. Expansion bolt to concrete or solid masonry.

b. Toggle bolt to hollow masonry of frame wall installed support.

C. Handrails:

1. Anchor brackets for metal handrails as detailed.

2. Install brackets within 300 mm (12 inches) of return of walls, and

at evenly spaced intermediate points not exceeding 1200 mm (4 feet)

on centers unless shown otherwise.

3. Expansion bolt to concrete or solid masonry.

4. Toggle bolt to installed supporting frame wall and to hollow masonry

unless shown otherwise.

3.20 CLEAN AND ADJUSTING

A. Adjust movable parts including hardware to operate as designed without

binding or deformation of the members centered in the opening or frame

and, where applicable, contact surfaces fit tight and even without

forcing or warping the components.

B. Clean after installation exposed prefinished and plated items and items

fabricated from stainless steel, aluminum and copper alloys, as

recommended by the metal manufacture and protected from damage until

completion of the project.

- - - E N D - - -

05 50 00- 13


VAMC Baltimore, MD

07 84 00 - 1

SECTION 07 84 00

FIRESTOPPING

PART 1 - GENERAL

1.1 DESCRIPTION:

A. Provide UL or equivalent approved firestopping system for the closures

of openings in walls, floors, and roof decks against penetration of

flame, heat, and smoke or gases in fire resistant rated construction.

B. Provide UL or equivalent approved firestopping system for the closure

of openings in walls against penetration of gases or smoke in smoke

partitions.

1.2 RELATED WORK:

A. Expansion and seismic joint firestopping: Section 07 95 13, EXPANSION

JOINT COVER ASSEMBLIES.

B. Spray applied fireproofing: Section 07 81 00, APPLIED FIREPROOFING

C. Sealants and application: Section 07 92 00, JOINT SEALANTS.

D. Fire and smoke damper assemblies in ductwork: Section 23 31 00, HVAC

DUCTS AND CASINGS and Section 23 37 00, AIR OUTLETS AND INLETS.

1.3 SUBMITTALS:


DATA, AND SAMPLES.

B. Sustainable Design Submittals, as described below:

1. Volatile organic compounds per volume as specified in

PART 2 - PRODUCTS.

C. Installer qualifications.

D. Inspector qualifications.

E. Manufacturers literature, data, and installation instructions for types

of firestopping and smoke stopping used.

F. List of FM, UL, or WH classification number of systems installed.

G. Certified laboratory test reports for ASTM E814 tests for systems not

listed by FM, UL, or WH proposed for use.

H. Submit certificates from manufacturer attesting that firestopping

materials comply with the specified requirements.

1.4 DELIVERY AND STORAGE:

A. Deliver materials in their original unopened containers with

manufacturer’s name and product identification.

B. Store in a location providing protection from damage and exposure to

the elements.


VAMC Baltimore, MD

07 84 00 - 2

1.5 QUALITY ASSURANCE:

A. FM, UL, or WH or other approved laboratory tested products will be

acceptable.

B. Installer Qualifications: A firm that has been approved by FM Global

according to FM Global 4991 or been evaluated by UL and found to comply

with UL’s “Qualified Firestop Contractor Program Requirements.” Submit

qualification data.

C. Inspector Qualifications: Contractor to engage a qualified inspector to

perform inspections and final reports. The inspector to meet the

criteria contained in ASTM E699 for agencies involved in quality

assurance and to have a minimum of two years’ experience in

construction field inspections of firestopping systems, products, and

assemblies. The inspector to be completely independent of, and divested

from, the Contractor, the installer, the manufacturer, and the supplier

of material or item being inspected. Submit inspector qualifications.


A. Publications listed below form a part of this specification to the

extent referenced. Publications are referenced in the text by the basic

designation only.

B. ASTM International (ASTM):

E84-14..................Surface Burning Characteristics of Building

Materials

E699-09.................Standard Practice for Evaluation of Agencies

Involved in Testing, Quality Assurance, and

Evaluating of Building Components

E814-13a................Fire Tests of Through-Penetration Fire Stops

E2174-14................Standard Practice for On-Site Inspection of

Installed Firestops

E2393-10a...............Standard Practice for On-Site Inspection of

Installed Fire Resistive Joint Systems and

Perimeter Fire Barriers

C. FM Global (FM):

Annual Issue Approval Guide Building Materials

4991-13.................Approval of Firestop Contractors

D. Underwriters Laboratories, Inc. (UL):

Annual Issue Building Materials Directory

Annual Issue Fire Resistance Directory


VAMC Baltimore, MD

07 84 00 - 3

723-10(2008)............Standard for Test for Surface Burning

Characteristics of Building Materials

1479-04(R2014)..........Fire Tests of Through-Penetration Firestops

E. Intertek Testing Services - Warnock Hersey (ITS-WH):

Annual Issue Certification Listings

F. Environmental Protection Agency (EPA):

40 CFR 59(2014).........National Volatile Organic Compound Emission

Standards for Consumer and Commercial Products

PART 2 - PRODUCTS

2.1 FIRESTOP SYSTEMS:

A. Provide either factory built (Firestop Devices) or field erected

(through-Penetration Firestop Systems) to form a specific building

system maintaining required integrity of the fire barrier and stop the

passage of gases or smoke. Firestop systems to accommodate building

movements without impairing their integrity.

B. Through-penetration firestop systems and firestop devices tested in

accordance with ASTM E814 or UL 1479 using the "F" or "T" rating to

maintain the same rating and integrity as the fire barrier being

sealed. "T" ratings are not required for penetrations smaller than or

equal to 101 mm (4 in.) nominal pipe or 0.01 sq. m (16 sq. in.) in

overall cross sectional area.

C. Firestop sealants used for firestopping or smoke sealing to have the

following properties:

1. Contain no flammable or toxic solvents.

2. Release no dangerous or flammable out gassing during the drying or

curing of products.

3. Water-resistant after drying or curing and unaffected by high

humidity, condensation or transient water exposure.

4. When installed in exposed areas, capable of being sanded and

finished with similar surface treatments as used on the surrounding

wall or floor surface.

5. VOC Content: Firestopping sealants and sealant primers to comply

with the following limits for VOC content when calculated according

to 40 CFR 59, (EPA Method 24):

a. Sealants: 250 g/L.

b. Sealant Primers for Nonporous Substrates: 250 g/L.

c. Sealant Primers for Porous Substrates: 775 g/L.


VAMC Baltimore, MD

07 84 00 - 4

D. Firestopping system or devices used for penetrations by glass pipe,

plastic pipe or conduits, unenclosed cables, or other non-metallic

materials to have following properties:

1. Classified for use with the particular type of penetrating material

used.

2. Penetrations containing loose electrical cables, computer data

cables, and communications cables protected using firestopping

systems that allow unrestricted cable changes without damage to the

seal.

E. Maximum flame spread of 25 and smoke development of 50 when tested in

accordance with ASTM E84 or UL 723. Material to be an approved

firestopping material as listed in UL Fire Resistance Directory or by a

nationally recognized testing laboratory.

F. FM, UL, or WH rated or tested by an approved laboratory in accordance

with ASTM E814.

G. Materials to be nontoxic and noncarcinogen at all stages of

application or during fire conditions and to not contain hazardous

chemicals. Provide firestop material that is free from Ethylene Glycol,

PCB, MEK, and asbestos.

H. For firestopping exposed to view, traffic, moisture, and physical

damage, provide products that do not deteriorate when exposed to these

conditions.

1. For piping penetrations for plumbing and wet-pipe sprinkler systems,

provide moisture-resistant through-penetration firestop systems.

2. For floor penetrations with annular spaces exceeding 101 mm (4 in.)

or more in width and exposed to possible loading and traffic,

provide firestop systems capable of supporting the floor loads

involved either by installing floor plates or by other means

acceptable to the firestop manufacturer.

3. For penetrations involving insulated piping, provide through-

penetration firestop systems not requiring removal of insulation.

2.2 SMOKE STOPPING IN SMOKE PARTITIONS:

A. Provide silicone sealant in smoke partitions as specified in Section

07 92 00, JOINT SEALANTS.

B. Provide mineral fiber filler and bond breaker behind sealant.

C. Sealants to have a maximum flame spread of 25 and smoke developed of 50

when tested in accordance with ASTM E84.


VAMC Baltimore, MD

07 84 00 - 5

D. When used in exposed areas capable of being sanded and finished with

similar surface treatments as used on the surrounding wall or floor

surface.

PART 3 - EXECUTION

3.1 EXAMINATION:

A. Submit product data and installation instructions, as required by

article, submittals, after an on-site examination of areas to receive

firestopping.

B. Examine substrates and conditions with installer present for compliance

with requirements for opening configuration, penetrating items,

substrates, and other conditions affecting performance of firestopping.

Do not proceed with installation until unsatisfactory conditions have

been corrected.

3.2 PREPARATION:

A. Remove dirt, grease, oil, laitance and form-release agents from

concrete, loose materials, or other substances that prevent adherence

and bonding or application of the firestopping or smoke stopping

materials.

B. Remove insulation on insulated pipe for a distance of 150 mm (6 inches)

on each side of the fire rated assembly prior to applying the

firestopping materials unless the firestopping materials are tested and

approved for use on insulated pipes.

C. Prime substrates where required by joint firestopping system

manufacturer using that manufacturer’s recommended products and

methods. Confine primers to areas of bond; do not allow spillage and

migration onto exposed surfaces.

D. Masking Tape: Apply masking tape to prevent firestopping from

contacting adjoining surfaces that will remain exposed upon completion

of work and that would otherwise be permanently stained or damaged by

such contact or by cleaning methods used to remove smears from

firestopping materials. Remove tape as soon as it is possible to do so

without disturbing seal of firestopping with substrates.

3.3 INSTALLATION:

A. Do not begin firestopping work until the specified material data and

installation instructions of the proposed firestopping systems have

been submitted and approved.

B. Install firestopping systems with smoke stopping in accordance with FM,

UL, WH, or other approved system details and installation instructions.


VAMC Baltimore, MD

07 84 00 - 6

C. Install smoke stopping seals in smoke partitions.

3.4 CLEAN-UP:

A. As work on each floor is completed, remove materials, litter, and

debris.

B. Clean up spills of liquid type materials.

C. Clean off excess fill materials and sealants adjacent to openings and

joints as work progresses by methods and with cleaning materials

approved by manufacturers of firestopping products and of products in

which opening and joints occur.

D. Protect firestopping during and after curing period from contact with

contaminating substances or from damage resulting from construction

operations or other causes so that they are without deterioration or

damage at time of Substantial Completion. If, despite such protection,

damage or deterioration occurs, cut out and remove damaged or

deteriorated firestopping immediately and install new materials to

provide firestopping complying with specified requirements.

3.5 INSPECTIONS AND ACCEPTANCE OF WORK:

A. Do not conceal or enclose firestop assemblies until inspection is

complete and approved by the Contracting Officer Representative (COR).

B. Furnish service of approved inspector to inspect firestopping in

accordance with ASTM E2393 and ASTM E2174 for firestop inspection, and

document inspection results. Submit written reports indicating

locations of and types of penetrations and type of firestopping used at

each location; type is to be recorded by UL listed printed numbers.

- - - E N D - - -

Upgrade Emergency Switchgear and Distribution Project#:512-17-101 VAMC Baltimore, MD

SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY


1. Hollow metal doors hung in hollow metal frames at interior

locations.


A. Frames fabricated of structural steel: Section 05 50 00, METAL

FABRICATIONS.

B. Forced Entry and Ballistic Resistant doors: Section 08 34 53, SECURITY

DOORS AND FRAMES.

C. Door Hardware: Section 08 71 00, DOOR HARDWARE.


A. Comply with references to extent specified in this section.

B. American National Standard Institute (ANSI):

1. A250.8-2014 - Standard Steel Doors and Frames.

C. ASTM International (ASTM):

1. A240/A240M-15b - Chromium and Chromium-Nickel Stainless Steel Plate,

Sheet, and Strip for Pressure Vessels and for General Applications.

2. A653/A653M-15 - Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron

Alloy-Coated (Galvannealed) by the Hot-Dip.

3. A1008/A1008M-15 - Steel, Sheet, Cold-Rolled, Carbon, Structural,

High Strength Low Alloy and High Strength Low Alloy with Improved

Formability, Solution Hardened, and Bake Hardenable.

4. E90-09 - Laboratory Measurement of Airborne Sound Transmission Loss

of Building Partitions and Elements.

D. Federal Specifications (Fed. Spec.):

1. L-S-125B - Screening, Insect, Nonmetallic.

E. Master Painters Institute (MPI):

1. No. 18 - Primer, Zinc Rich, Organic.

F. National Association of Architectural Metal Manufacturers (NAAMM):

1. AMP 500-06 - Metal Finishes Manual.

G. National Fire Protection Association (NFPA):

1. 80-16 - Fire Doors and Other Opening Protectives.

H. UL LLC (UL):

1. 10C-09 - Positive Pressure Fire Tests of Door Assemblies.

08 11 13 - 1


2. 1784-15 - Air Leakage Tests of Door Assemblies and Other Opening

Protectives.

1.4 SUBMITTALS


AND SAMPLES.


1. Show size, configuration, and fabrication and installation details.

C. Manufacturer's Literature and Data:

1. Description of each product.

2. Include schedule showing each door and frame requirements, fire

label, and smoke control label for openings.

3. Installation instructions.

D. Test reports: Certify each product complies with specifications.


A. Manufacturer Qualifications:

1. Regularly manufactures specified products.

2. Manufactured specified products with satisfactory service on five


a. Project Experience List: Provide contact names and addresses

for completed projects.

1.6 DELIVERY

A. Fasten temporary steel spreaders across the bottom of each doorframe

before shipment.

B. Deliver products in manufacturer's original sealed packaging.

C. Mark packaging, legibly. Indicate manufacturer's name or brand, type,

production run number, and manufacture date.

D. Before installation, return or dispose of products within distorted,

damaged, or opened packaging.

1.7 STORAGE AND HANDLING

A. Store products indoors in dry, weather tight, conditioned, facility.

B. Protect products from damage during handling and construction

operations.

1.8 WARRANTY


Construction."

08 11 13 - 2


PART 2 - PRODUCTS

2.1 SYSTEM PERFORMANCE

A. Design hollow metal doors and frames complying with specified

performance:

1. Fire Doors and Frames: UL 10C; NFPA 80 labeled.

a. Fire Ratings: See drawings.

2. Smoke Control Doors and Frames: UL 1784; NFPA 80 labeled, maximum

0.15424 cu. m/s/sq. m (3.0 cfm/sf) at 24.9 Pa (0.10 inches water

gage) pressure differential.

2.2 MATERIALS

A. Sheet Steel: ASTM A1008/A1008M, cold-rolled.

B. Galvanized Sheet Steel: ASTM A653.

2.3 PRODUCTS - GENERAL

A. Basis of Design: Section 09 06 00, SCHEDULE FOR FINISHES.

B. Provide hollow metal doors and frames from one manufacturer.

2.4 HOLLOW METAL DOORS

A. Hollow Metal Doors: ANSI A250.8; 44 mm (1-3/4 inches) thick. See

drawings for sizes and designs.

1. Interior Doors: Level 3 and Physical Performance Level A,

extra-heavy duty; Model 2, seamless at securitylocations.

B. Door Faces:

1. Interior Doors: Galvanized sheet steel minimum Z275 (G90) coating.

2. Fire Doors: Manufacturer's standard complying with specified fire

rating performance.

2.5 HOLLOW METAL FRAMES

A. Hollow Metal Frames: ANSI A250.8; face welded. See drawings for sizes

and designs.

1. Interior Frames:

a. Level 3 Hollow Metal Doors: 1.3 mm (0.053 inch) thick.

B. Frame Materials:

1. Interior Frames: Galvanized sheet steel minimum Z275 (G90) coating.

2.6 FABRICATION

A. Hardware Preparation: ANSI A250.8; for hardware specified in Section

08 71 00, DOOR HARDWARE.

B. Hollow Metal Door Fabrication:

08 11 13 - 3


1. Close top edge of exterior doors flush and seal to prevent water

intrusion.

2. Fill spaces between vertical steel stiffeners with insulation.

C. Fire Doors:

1. Close top and vertical edges flush.

2. Apply steel astragal to active leaf at pair and double egress doors.

a. Exception: Where vertical rod exit devices are specified for

both leaves swinging in same direction.

3. Fire Door Clearances: NFPA 80.

4. Two Piece Frames:

a. One piece unequal leg finished rough buck sub-frames as shown,

drilled for anchor bolts.

b. Unequal leg finished frames formed to fit subframes and secured

to subframe legs with countersunk, flat head screws, spaced

300 mm (12 inches) on center at head and jambs on both sides.

c. Preassemble at factory for alignment.

5. Frame Anchors:

a. Floor anchors:

1) Provide extension type floor anchors to compensate for depth

of floor fills.

2) Provide mullion 2.3 mm (0.093 inch) thick steel channel

anchors, drilled for two floor fasteners and frame anchor

screws.

3) Provide continuous 1 mm (0.042 inch) thick steel rough bucks

drilled for floor fasteners and frame anchor screws for sill

sections.

a) Space floor bolts50 mm (24 inches) on center.

b. Jamb anchors:

1) Place anchors on jambs:

a) Near top and bottom of each frame.

b) At intermediate points at maximum 600 mm (24 inches)

spacing.

2) Form jamb anchors from steel minimum 1 mm (0.042 inch) thick.

3) Anchors set in masonry: Provide adjustable anchors designed

for friction fit against frame and extended into masonry

minimum 250 mm (10 inches). Provide one of following types:

a) Wire Loop Type: 5 mm (3/16 inch) diameter wire.

b) T-Shape type.

08 11 13 - 4


c) Strap and stirrup type: Corrugated or perforated sheet

steel.

2.7 FINISHES

A. Galvanized Steel: ANSI A250.8; shop primed.

B. Finish exposed surfaces after fabrication.

2.8 ACCESSORIES

A. Primers: ANSI A250.8.

B. Barrier Coating: ASTM D1187/D1187M.

C. Welding Materials: AWS D1.1/D1.1M, type to suit application.

D. Clips Connecting Members and Sleeves: Match door faces.

E. Fasteners: // Galvanized steel.

1. Metal Framing: Steel drill screws.

2. Masonry and Concrete: Expansion bolts.

F. Anchors: // Galvanized steel.

G. Galvanizing Repair Paint: MPI No. 18.

H. Insulation: Unfaced mineral wool.

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine and verify substrate suitability for product installation.

B. Protect existing construction and completed work from damage.

C. Apply barrier coating to metal surfaces in contact with cementitious

materials to minimum 0.7 mm (30 mils) dry film thickness.

3.2 INSTALLATION - GENERAL

A. Install products according to manufacturer's instructions and approved

submittal drawings

1. When manufacturer's instructions deviate from specifications, submit

proposed resolution for Contracting Officer's Representative

consideration.

2. Install fire doors and frames according to NFPA 80.

3. Install smoke control doors and frames according to NFPA 105.

3.3 FRAME INSTALLATION

A. Apply barrier coating to concealed surfaces of frames built into

masonry.

B. Plumb, align, and brace frames until permanent anchors are set.

08 11 13 - 5


1. Use triangular bracing near each corner on both sides of frames with

temporary wood spreaders at midpoint.

2. Use wood spreaders at bottom of frame when shipping spreader is

removed.

3. Where construction permits concealment, leave shipping spreaders in

place after installation, otherwise remove spreaders when frames are

set and anchored.

4. Remove wood spreaders and braces when walls are built and jamb

anchors are secured.

C. Jamb Anchors:

1. Masonry Walls:

a. Embed anchors in mortar.

b. Fill space between frame and masonry with grout or mortar as

walls are built.

2. Prepared Masonry and Concrete Openings:

a. Direct Securement: 6 mm (1/4 inch) diameter expansion bolts

through spacers.

b. Subframe or Rough Buck Securement:

1) 6 mm (1/4 inch) diameter expansion bolts on 600 mm (24 inch)

centers.

2) Power activated drive pins on 600 mm (24 inches) centers.

D. Frames for Sound Rated Doors: Fill frames with insulation.

E. Touch up damaged factory finishes.

1. Repair galvanized surfaces with galvanized repair paint.

2. Repair painted surfaces with touch up primer.

3.4 DOOR INSTALLATION

A. Install doors plumb and level.

B. Adjust doors for smooth operation.

C. Touch up damaged factory finishes.

1. Repair galvanized surfaces with galvanized repair paint.

2. Repair painted surfaces with touch up primer.

3.5 CLEANING

A. Clean exposed door and frame surfaces. Remove contaminants and stains.

3.6 PROTECTION

A. Protect doors and frames from construction operations.

B. Remove protective materials immediately before acceptance.

C. Repair damage.

08 11 13 - 6


- - - E N D - - -

08 11 13 - 7


VAMC Baltimore, MD

SECTION 08 71 00 DOOR HARDWARE

PART 1 - GENERAL

1.1 DESCRIPTION

A. Door hardware and related items necessary for complete installation and

operation of doors.

1.2 RELATED WORK

A. Caulking: Section 07 92 00 JOINT SEALANTS.

B. Application of Hardware: Section 08 11 13, HOLLOW METAL DOORS AND

FRAMES

C. Painting: Section 09 91 00, PAINTING.

D. Electrical: Division 26, ELECTRICAL.

1.3 GENERAL

A. All hardware shall comply with UFAS, (Uniform Federal Accessible

Standards) unless specified otherwise.

B. Provide rated door hardware assemblies where required by most current

version of the International Building Code (IBC).

C. Hardware for Labeled Fire Doors and Exit Doors: Conform to requirements

of NFPA 80 for labeled fire doors and to NFPA 101 for exit doors, as

well as to other requirements specified. Provide hardware listed by UL,

except where heavier materials, large size, or better grades are

specified herein under paragraph HARDWARE SETS. In lieu of UL labeling

and listing, test reports from a nationally recognized testing agency

may be submitted showing that hardware has been tested in accordance

with UL test methods and that it conforms to NFPA requirements. The

word “Fire must be included as part of the certification on the UL

label on exit devices to be used on fire doors.

D. Hardware for application on metal and wood doors and frames shall be

made to standard templates. Furnish templates to the fabricator of

these items in sufficient time so as not to delay the construction.

E. The following items shall be of the same manufacturer, except as

otherwise specified:

1. Mortise locksets.

2. Hinges for hollow metal and wood doors.

3. Surface applied overhead door closers.

4. Exit devices.

5. Floor closers.

08 71 00-1


VAMC Baltimore, MD

1.4 WARRANTY

A. Automatic door operators shall be subject to the terms of FAR Clause

52.246-21, except that the Warranty period shall be two years in lieu

of one year for all items except as noted below:

1. Locks, latchsets, and panic hardware: 5 years.

2. Door closers and continuous hinges: 10 years.

1.5 MAINTENANCE MANUALS

A. In accordance with Section 01 00 00, GENERAL REQUIREMENTS Article

titled "INSTRUCTIONS", furnish maintenance manuals and instructions on

all door hardware. Provide installation instructions with the submittal

documentation.

1.6 SUBMITTALS

A. Submit only hardware that is consistent with manufacturer, type and

style used throughout the VAMC for electrical rooms.

B. Submittals shall be in accordance with Section 01 33 23, SHOP DRAWINGS,

PRODUCT DATA AND SAMPLES. Submit 6 copies of the schedule per Section

01 33 23. Submit 2 final copies of the final approved schedules to VAMC

Locksmith as record copies (VISN Locksmith if the VAMC does not have a

locksmith).

C. Hardware Schedule: Prepare and submit hardware schedule in the

following form:

Hardware Item

Quantity Size Reference Publication Type No.

Finish Mfr. Name and Catalog No.

Key Control Symbols

UL Mark (if fire rated and listed)

ANSI/BHMA Finish Designation

1 1 Stn Stl

Schlage B-Label

2 1 Stn Stl

Schlage

D. Samples and Manufacturers' Literature:

1. Samples are not required for hardware listed in the specifications

by manufacturer's catalog number, if the contractor proposes to use

the manufacturer's product specified.

E. Certificate of Compliance and Test Reports: Submit certificates that

hardware conforms to the requirements specified herein. Certificates

shall be accompanied by copies of reports as referenced. The testing

08 71 00-2


VAMC Baltimore, MD

shall have been conducted either in the manufacturer's plant and

certified by an independent testing laboratory or conducted in an

independent laboratory, within four years of submittal of reports for

approval.

1.7 DELIVERY AND MARKING

A. Deliver items of hardware to job site in their original containers,

complete with necessary appurtenances including screws, keys, and

instructions. Tag one of each different item of hardware and deliver to

COR for reference purposes. Tag shall identify items by Project

Specification number and manufacturer's catalog number. These items

shall remain on file in COR’s office until all other similar items have

been installed in project, at which time the COR will deliver items on

file to Contractor for installation in predetermined locations on the

project.

1.8 INSTRUCTIONS

A. Hardware Set Symbols on Drawings: Except for protective plates, door

stops, mutes, thresholds and the like specified herein, hardware

requirements for each door are indicated on drawings by symbols.

Symbols for hardware sets consist of letters (e.g., "HW") followed by a

number. Each number designates a set of hardware items applicable to a

door type.

B. Keying: All cylinders shall be keyed into existing Great Grand Master

Key System. Provide removable core cylinders that are removable only

with a special key or tool without disassembly of knob or lockset.

Cylinders shall be 6 or 7 pin type (as determined by the COR). Keying

information shall be furnished at a later date by the COR.




basic designation only. In text, hardware items are referred to by

series, types, etc., listed in such specifications and standards,

except as otherwise specified.


F883-04.................Padlocks

E2180-07................Standard Test Method for Determining the

Activity of Incorporated Antimicrobial Agent(s)

In Polymeric or Hydrophobic Materials

08 71 00-3


VAMC Baltimore, MD

C. American National Standards Institute/Builders Hardware Manufacturers

Association (ANSI/BHMA):

A156.1-06...............Butts and Hinges

A156.2-03...............Bored and Pre-assembled Locks and Latches

A156.3-08...............Exit Devices, Coordinators, and Auto Flush

Bolts

A156.4-08...............Door Controls (Closers)

A156.5-14...............Cylinders and Input Devices for Locks.

A156.6-05...............Architectural Door Trim

A156.8-05...............Door Controls-Overhead Stops and Holders

A156.11-14..............Cabinet Locks

A156.12-05 .............Interconnected Locks and Latches

A156.13-05..............Mortise Locks and Latches Series 1000

A156.14-07 .............Sliding and Folding Door Hardware

A156.15-06..............Release Devices-Closer Holder, Electromagnetic

and Electromechanical

A156.16-08..............Auxiliary Hardware

A156.17-04 .............Self-Closing Hinges and Pivots

A156.18-06..............Materials and Finishes

A156.20-06 .............Strap and Tee Hinges, and Hasps

A156.21-09..............Thresholds

A156.22-05..............Door Gasketing and Edge Seal Systems

A156.23-04..............Electromagnetic Locks

A156.24-03..............Delayed Egress Locking Systems

A156.25-07 .............Electrified Locking Devices

A156.26-06..............Continuous Hinges

A156.28-07 .............Master Keying Systems

A156.29-07 .............Exit Locks and Alarms

A156.30-03 .............High Security Cylinders

A156.31-07 .............Electric Strikes and Frame Mounted Actuators

A156.36-10..............Auxiliary Locks

A250.8-03...............Standard Steel Doors and Frames

D. National Fire Protection Association (NFPA):

80-10...................Fire Doors and Other Opening Protectives

101-09..................Life Safety Code

E. Underwriters Laboratories, Inc. (UL):

Building Materials Directory (2008)

08 71 00-4


VAMC Baltimore, MD

PART 2 - PRODUCTS

2.1 BUTT HINGES

A. ANSI A156.1. Provide only three-knuckle hinges, except five-knuckle

where the required hinge type is not available in a three-knuckle

version (e.g., some types of swing-clear hinges). The following types

of butt hinges shall be used for the types of doors listed, except

where otherwise specified:

2. Interior Doors: Type A8112/A5112 for doors 900 mm (3 feet) wide or

less and Type A8111/A5111 for doors over 900 mm (3 feet) wide.

Hinges for doors exposed to high humidity areas (shower rooms,

toilet rooms, kitchens, janitor rooms, etc. shall be of stainless

steel material.

B. Provide quantity and size of hinges per door leaf as follows:

1. Doors 1210 mm (4 feet) to 2260 mm (7 feet 5 inches) high: 3 hinges minimum.

C. See Articles "MISCELLANEOUS HARDWARE" and "HARDWARE SETS" for pivots

and hinges other than butts specified above and continuous hinges

specified below.

2.3 DOOR CLOSING DEVICES

A. Closing devices shall be products of one manufacturer for each type

specified.

2.4 OVERHEAD CLOSERS

A. Conform to ANSI A156.4, Grade 1.

B. Closers shall conform to the following:

1. The closer shall have minimum 50 percent adjustable closing force

over minimum value for that closer and have adjustable hydraulic

back check effective between 60 degrees and 85 degrees of door

opening.

2. Where specified, closer shall have hold-open feature.

3. Size Requirements: Provide multi-size closers, sizes 1 through 6,

except where multi-size closer is not available for the required

application.

4. Material of closer body shall be forged or cast.

5. Arm and brackets for closers shall be steel, malleable iron or high

strength ductile cast iron.

08 71 00-5


VAMC Baltimore, MD

6. Where closers are exposed to the exterior or are mounted in rooms

that experience high humidity, provide closer body and arm assembly

of stainless steel material.

7. Closers shall have full size metal cover; plastic covers will not be

accepted.

8. Closers shall have adjustable hydraulic back-check, separate valves

for closing and latching speed, adjustable back-check positioning

valve, and adjustable delayed action valve.

9. Provide closers with any accessories required for the mounting

application, including (but not limited to) drop plates, special

soffit plates, spacers for heavy-duty parallel arm fifth screws,

bull-nose or other regular arm brackets, longer or shorter arm

assemblies, and special factory templating. Provide special arms,

drop plates, and templating as needed to allow mounting at doors

with overhead stops and/or holders.

10. Closer arms or backcheck valve shall not be used to stop the door

from overswing, except in applications where a separate wall, floor,

or overhead stop cannot be used.

11. Provide parallel arm closers with heavy duty rigid arm.

12. Where closers are to be installed on the push side of the door,

provide parallel arm type except where conditions require use of top

jamb arm.

13. Provide all surface closers with the same body attachment screw

pattern for ease of replacement and maintenance.

14. All closers shall have a 1 ½” (38mm) minimum piston diameter.

2.5 OVERHEAD DOOR STOPS AND HOLDERS

A. Conform to ANSI Standard A156.8. Overhead holders shall be of sizes

recommended by holder manufacturer for each width of door. Set overhead

holders for 110 degree opening, unless limited by building construction

or equipment. Provide Grade 1 overhead concealed slide type: stop-only

at rated doors and security doors, hold-open type with exposed hold-

open on/off control at all other doors requiring overhead door stops.

2.6 LOCKS AND LATCHES

A. Conform to ANSI A156.2. Locks and latches for doors 45 mm (1-3/4 inch)

thick or over shall have beveled fronts. Lock cylinders shall have not

less than seven pins. Cylinders for all locksets shall be removable

core type.

08 71 00-6


VAMC Baltimore, MD

2.7 KEYS

A. Stamp all keys with change number and key set symbol. Furnish keys in

quantities as follows:

Locks/Keys Quantity

Cylinder locks 2 keys each

Cylinder lock change key blanks

100 each different key way

Master-keyed sets 6 keys each

Grand Master sets 6 keys each

Great Grand Master set 5 keys

Control key 2 keys

2.8 ARMOR PLATES, KICK PLATES, MOP PLATES AND DOOR EDGING

A. Conform to ANSI Standard A156.6.

B. Provide protective plates and door edging as specified below:

1. Kick plates, mop plates and armor plates of metal, Type J100 series.

2.9 FINISHES

A. Exposed surfaces of hardware shall have ANSI A156.18, finishes as

specified below. Finishes on all hinges, pivots, closers, thresholds,

etc., shall be as specified below under "Miscellaneous Finishes." For

field painting (final coat) of ferrous hardware, see Section 09 91 00,

PAINTING.

B. 626 or 630: All surfaces on exterior and interior of buildings, except

where other finishes are specified.

C. Miscellaneous Finishes:

2. Hinges --interior doors: 652 or 630.

3. Pivots: Match door trim.

4. Door Closers: Factory applied paint finish. Dull or Satin Aluminum

color.

5. Thresholds: Mill finish aluminum.

6. Cover plates for floor hinges and pivots: 630.

7. Other primed steel hardware: 600.

D. Hardware Finishes for Existing Buildings: U.S. Standard finishes shall

match finishes of hardware in (similar) existing spaces except where

otherwise specified.

08 71 00-7


VAMC Baltimore, MD

2.10 BASE METALS

A. Apply specified U.S. Standard finishes on different base metals as

following:

Finish Base Metal

652 Steel

626 Brass or bronze

630 Stainless steel

PART 3 - EXECUTION

3.1 HARDWARE HEIGHTS

A. For existing buildings locate hardware on doors at heights to match

existing hardware. The Contractor shall visit the site, verify location

of existing hardware and submit locations to VA Resident Engineer for

approval.

B. Hardware Heights from Finished Floor:

1. Exit devices centerline of strike (where applicable) 1024 mm (40-

5/16 inches).

2. Locksets and latch sets centerline of strike 1024 mm (40-5/16

inches).

3. Deadlocks centerline of strike 1219 mm (48 inches).

3.2 INSTALLATION

A. Closer devices, including those with hold-open features, shall be

equipped and mounted to provide maximum door opening permitted by

building construction or equipment. Closers shall be mounted on side of

door inside rooms, inside stairs, and away from corridors At exterior

doors, closers shall be mounted on interior side. Where closers are

mounted on doors they shall be mounted with hex nuts and bolts; foot

shall be fastened to frame with machine screws.

B. Hinge Size Requirements:

Door Thickness Door Width Hinge Height

45 mm (1-3/4 inch) 900 mm (3 feet) and less 113 mm (4-1/2 inches)

C. Hinge leaves shall be sufficiently wide to allow doors to swing clear

of door frame trim and surrounding conditions.

08 71 00-8


VAMC Baltimore, MD

D. Where new hinges are specified for new doors in existing frames or

existing doors in new frames, sizes of new hinges shall match sizes of

existing hinges; or, contractor may reuse existing hinges provided

hinges are restored to satisfactory operating condition as approved by

the COR. Existing hinges shall not be reused on door openings having

new doors and new frames. Coordinate preparation for hinge cut-outs and

screw-hole locations on doors and frames.

E. Hinges Required Per Door:

Doors over 1500 mm (5 ft) high and not over 2280 mm (7 ft 6 in) high

3 butts

F. Fastenings: Suitable size and type and shall harmonize with hardware as

to material and finish. Provide machine screws and lead expansion

shields to secure hardware to concrete, ceramic or quarry floor tile,

or solid masonry. Fiber or rawl plugs and adhesives are not permitted.

All fastenings exposed to weather shall be of nonferrous metal.

G. After locks have been installed; show in presence of Resident Engineer

that keys operate their respective locks in accordance with keying

requirements. (All keys, Master Key level and above shall be sent

Registered Mail to the Medical Center Director along with the bitting

list. Also a copy of the invoice shall be sent to the COR for his

records.) Installation of locks which do not meet specified keying

requirements shall be considered sufficient justification for rejection

and replacement of all locks installed on project.

3.3 FINAL INSPECTION

A. Installer to provide letter to VA Resident/Project Engineer that upon

completion, installer has visited the Project and has accomplished the

following:

1. Re-adjust hardware.

2. Evaluate maintenance procedures and recommend changes or additions,

and instruct VA personnel.

3. Identify items that have deteriorated or failed.

4. Submit written report identifying problems.

3.4 DEMONSTRATION

A. Demonstrate efficacy of mechanical hardware and electrical, and

electronic hardware systems, including adjustment and maintenance

procedures, to satisfaction of Resident/Project Engineer and VA

Locksmith.

08 71 00-9


VAMC Baltimore, MD

3.5 HARDWARE SETS

A. Following sets of hardware correspond to hardware symbols shown on

drawings. Only those hardware sets that are shown on drawings will be

required. Disregard hardware sets listed in specifications but not

shown on drawings.

B. Hardware Consultant working on a project will be responsible for

providing additional information regarding these hardware sets. The

numbers shown in the following sets come from BHMA standards.

INTERIOR SINGLE DOORS

HW-Z

Electrical Room Door to Have:

1.5 Pair of Painted Steel Butts Hager

1 B-Label compliant Door and Frame

1 Mortised cyclinder lever Schlage

1 Panic Exit Device Von Duprin

1 Kick Plate (each side) J102 – 12” x 35”

1 Closer C02011/C02021

1 Floor Stop L02121 x 3 FASTENERS

3 Silencers L03011

The above is also noted on Sheet A101.

- - - E N D - - -

ELECTRIC HARDWARE ABBREVIATIONS LEGEND:

ADO = Automatic Door Operator

EMCH = Electro-Mechanical Closer-Holder

MHO = Magnetic Hold-Open (wall- or floor-mounted)

08 71 00-10


VAMC Baltimore, MD

SECTION 09 91 00 PAINTING

PART 1 - GENERAL

1.1 DESCRIPTION:

A. Work of this Section includes all labor, materials, equipment, and

services necessary to complete the painting and finishing as shown on the

construction documents and/or specified herein, including, but not limited

to, the following:

1. Prime coats which may be applied in shop under other sections.

2. Prime painting unprimed surfaces to be painted under this Section.

3. Painting items furnished with a prime coat of paint, including touching

up of or repairing of abraded, damaged or rusted prime coats applied by

others.

4. Painting ferrous metal (except stainless steel) exposed to view.

5. Painting galvanized ferrous metals exposed to view.

6. Painting interior concrete block exposed to view.

7. Painting gypsum drywall exposed to view.

8. Painting of wood exposed to view, except items which are specified to

be painted or finished under other Sections of these specifications.

Back painting of all wood in contact with concrete, masonry or other

moisture areas.

9. Painting pipes, pipe coverings, conduit, ducts, insulation, hangers,

supports and other mechanical and electrical items and equipment

exposed to view.

10. Painting surfaces above, behind or below grilles, gratings, diffusers,

louvers lighting fixtures, and the like, which are exposed to view

through these items.

11. Painting includes shellacs, stains, varnishes, coatings specified, and

striping or markers and identity markings.

12. Incidental painting and touching up as required to produce proper

finish for painted surfaces, including touching up of factory finished

items.

13. Painting of any surface not specifically mentioned to be painted

herein or on construction documents, but for which painting is

obviously necessary to complete the job, or work which comes within the

intent of these specifications, is to be included as though specified.

1.2 RELATED WORK:

A. Activity Hazard Analysis: Section 01 35 26, SAFETY REQUIREMENTS.

09 91 00 - 1


VAMC Baltimore, MD

B. Requirements: Section 01 81 13, SUSTAINABLE DESIGN REQUIREMENTS. //

C. Lead Paint Removal: Section 02 83 33.13, LEAD-BASED PAINT REMOVAL AND

DISPOSAL.

D. Masonry Repairs: Section 04 05 13, MASONRY MORTARING ; Section 04 05 16,

MASONRY GROUTING.

E. Shop prime painting of steel and ferrous metals: Division 05 - METALS,

Division 08 - OPENINGS; Division 10 - SPECIALTIES;

Division 11 - EQUIPMENT; Division 12 - FURNISHINGS; Division 13 – SPECIAL

CONSTRUCTION; Division 14 – CONVEYING EQUIPMENT; Division 21 – FIRE

SUPPRESSION; Division 22 - PLUMBING; Division 23 – HEATING; VENTILATION

AND AIR-CONDITIONING; Division 26 - ELECTRICAL; Division 27 -

COMMUNICATIONS; and Division 28 – ELECTRONIC SAFETY AND SECURITY sections.

F. Prefinished flush doors with transparent finishes: Section 08 14 00, WOOD

DOORS.

G. Type of Finish, Color, and Gloss Level of Finish Coat: Section 09 06 00,

SCHEDULE FOR FINISHES.

H. Glazed wall surfacing or tile like coatings: Section 09 96 59, HIGH-BUILD

GLAZED COATINGS.

I. Multi-color Textured Wall Finish: Section 09 94 19, MULTICOLOR INTERIOR

FINISHING.

1.3 SUBMITTALS:

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA,

AND SAMPLES.

C. Painter qualifications.

D. Manufacturer's Literature and Data:

1. Before work is started, or sample panels are prepared, submit

manufacturer's literature and technical data, the current Master

Painters Institute (MPI) "Approved Product List" indicating brand

label, product name and product code as of the date of contract award,

will be used to determine compliance with the submittal requirements of

this specification. The Contractor may choose to use subsequent MPI

"Approved Product List", however, only one (1) list may be used for the

entire contract and each coating system is to be from a single

manufacturer. All coats on a particular substrate must be from a single

manufacturer. No variation from the MPI "Approved Product List" where

applicable is acceptable.

09 91 00 - 2


VAMC Baltimore, MD

E. Sample Panels:

1. After painters' materials have been approved and before work is started

submit sample panels showing each type of finish and color specified.

2. Panels to Show Color: Composition board, 100 x 250 mm (4 x 10 inch).

G. Manufacturers' Certificates indicating compliance with specified

requirements:

1. Manufacturer's paint substituted for Federal Specification paints meets

or exceeds performance of paint specified.

2. High temperature aluminum paint.

3. Epoxy coating.

4. Intumescent clear coating or fire retardant paint (Canopy Structure).

5. Plastic floor coating.

1.4 DELIVERY AND STORAGE:

A. Deliver materials to site in manufacturer's sealed container marked to

show following:

1. Name of manufacturer.

2. Product type.

3. Batch number.

4. Instructions for use.

5. Safety precautions.

B. In addition to manufacturer's label, provide a label legibly printed as

following:

1. Federal Specification Number, where applicable, and name of material.

2. Surface upon which material is to be applied.

3. Specify Coat Types: Prime; body; finish; etc.

C. Maintain space for storage, and handling of painting materials and

equipment in a ventilated, neat and orderly condition to prevent

spontaneous combustion from occurring or igniting adjacent items.

D. Store materials at site at least 24 hours before using, at a temperature

between 7 and 30 degrees C (45 and 85 degrees F).

1.5 QUALITY ASSURANCE:

A. Qualification of Painters: Use only qualified journeyman painters for the

mixing and application of paint on exposed surfaces. Submit evidence that

key personnel have successfully performed surface preparation and

application of coating on a minimum of three (3) similar projects within

the past three (3) years.

B. Paint Coordination: Provide finish coats which are compatible with the

prime paints used. Review other Sections of these specifications in which

09 91 00 - 3


VAMC Baltimore, MD

prime paints are to be provided to ensure compatibility of the total

coatings system for the various substrates. Upon request from other

subcontractors, furnish information on the characteristics of the finish

materials proposed to be used, to ensure that compatible prime coats are

used. Provide barrier coats over incompatible primers or remove and re-

prime as required. Notify the Contracting Officer Representative (COR) in

writing of any anticipated problems using the coating systems as specified

with substrates primed by others.

1.6 SAFETY AND HEALTH

A. Apply paint materials using safety methods and equipment in accordance

with the following:

1. Comply with applicable Federal, State, and local laws and regulations,

and with the ACCIDENT PREVENTION PLAN, including the Activity Hazard

Analysis (AHA) as specified in Section 01 35 26, SAFETY REQUIREMENTS.

The AHA is to include analyses of the potential impact of painting

operations on painting personnel and on others involved in and adjacent

to the work zone.

B. Safety Methods Used During Paint Application: Comply with the requirements

of SSPC PA Guide 10.

C. Toxic Materials: To protect personnel from overexposure to toxic

materials, conform to the most stringent guidance of:

1. The applicable manufacturer’s Material Safety Data Sheets (MSDS) or

local regulation.

2. 29 CFR 1910.1000.

3. ACHIH-BKLT and ACGHI-DOC, threshold limit values.

1.7 APPLICABLE PUBLICATIONS:

A. Publications listed below form a part of this specification to the extent

referenced. Publications are referenced in the text by basic designation

only.

B. American Conference of Governmental Industrial Hygienists (ACGIH):

ACGIH TLV-BKLT-2012.....Threshold Limit Values (TLV) for Chemical

Substances and Physical Agents and Biological

Exposure Indices (BEIs)

ACGIH TLV-DOC-2012......Documentation of Threshold Limit Values and

Biological Exposure Indices, (Seventh Edition)

C. ASME International (ASME):

A13.1-07(R2013).........Scheme for the Identification of Piping Systems

09 91 00 - 4


VAMC Baltimore, MD

D. Code of Federal Regulation (CFR):

40 CFR 59...............Determination of Volatile Matter Content, Water

Content, Density Volume Solids, and Weight Solids

of Surface Coating

E. Commercial Item Description (CID):

A-A-1272A...............Plaster Gypsum (Spackling Compound)

F. Federal Specifications (Fed Spec):

TT-P-1411A..............Paint, Copolymer-Resin, Cementitious (For

Waterproofing Concrete and Masonry Walls) (CEP)

G. Master Painters Institute (MPI):

1.......................Aluminum Paint

4.......................Interior/ Exterior Latex Block Filler

5.......................Exterior Alkyd Wood Primer

7.......................Exterior Oil Wood Primer

8.......................Exterior Alkyd, Flat MPI Gloss Level 1

9.......................Exterior Alkyd Enamel MPI Gloss Level 6

10......................Exterior Latex, Flat

11......................Exterior Latex, Semi-Gloss

18......................Organic Zinc Rich Primer

22......................Aluminum Paint, High Heat (up to 590% - 1100F)

27......................Exterior / Interior Alkyd Floor Enamel, Gloss

31......................Polyurethane, Moisture Cured, Clear Gloss

36......................Knot Sealer

43......................Interior Satin Latex, MPI Gloss Level 4

44......................Interior Low Sheen Latex, MPI Gloss Level 2

45......................Interior Primer Sealer

46......................Interior Enamel Undercoat

47......................Interior Alkyd, Semi-Gloss, MPI Gloss Level 5

48......................Interior Alkyd, Gloss, MPI Gloss Level 6

50......................Interior Latex Primer Sealer

51......................Interior Alkyd, Eggshell, MPI Gloss Level 3

52......................Interior Latex, MPI Gloss Level 3

53......................Interior Latex, Flat, MPI Gloss Level 1

54......................Interior Latex, Semi-Gloss, MPI Gloss Level 5

59......................Interior/Exterior Alkyd Porch & Floor Enamel, Low

Gloss

60......................Interior/Exterior Latex Porch & Floor Paint, Low

Gloss

09 91 00 - 5


VAMC Baltimore, MD

66......................Interior Alkyd Fire Retardant, Clear Top-Coat (ULC

Approved)

67......................Interior Latex Fire Retardant, Top-Coat (ULC

Approved)

68......................Interior/ Exterior Latex Porch & Floor Paint,

Gloss

71......................Polyurethane, Moisture Cured, Clear, Flat

77......................Epoxy Cold Cured, Gloss

79......................Marine Alkyd Metal Primer

90......................Interior Wood Stain, Semi-Transparent

91......................Wood Filler Paste

94......................Exterior Alkyd, Semi-Gloss

95......................Fast Drying Metal Primer

98......................High Build Epoxy Coating

101.....................Epoxy Anti-Corrosive Metal Primer

108.....................High Build Epoxy Coating, Low Gloss

114.....................Interior Latex, Gloss

119.....................Exterior Latex, High Gloss (acrylic)

134.....................Galvanized Water Based Primer

135.....................Non-Cementitious Galvanized Primer

138.....................Interior High Performance Latex, MPI Gloss Level 2



141.....................Interior High Performance Latex (SG) MPI Gloss

Level 5

163.....................Exterior Water Based Semi-Gloss Light Industrial

Coating, MPI Gloss Level 5

G. Society for Protective Coatings (SSPC):

SSPC SP 1-82(R2004).....Solvent Cleaning

SSPC SP 2-82(R2004).....Hand Tool Cleaning

SSPC SP 3-28(R2004).....Power Tool Cleaning

SSPC SP 10/NACE No.2....Near-White Blast Cleaning

SSPC PA Guide 10........Guide to Safety and Health Requirements

H. Maple Flooring Manufacturer’s Association (MFMA):

I. U.S. National Archives and Records Administration (NARA):

29 CFR 1910.1000........Air Contaminants

J. Underwriter’s Laboratory (UL)

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VAMC Baltimore, MD

PART 2 - PRODUCTS

2.1 MATERIALS:

A. Conform to the coating specifications and standards referenced in PART 3.

Submit manufacturer’s technical data sheets for specified coatings and

solvents.

2.2 PAINT PROPERTIES:

A. Use ready-mixed (including colors), except two component epoxies,

polyurethanes, polyesters, paints having metallic powders packaged

separately and paints requiring specified additives.

B. Where no requirements are given in the referenced specifications for

primers, use primers with pigment and vehicle, compatible with substrate

and finish coats specified.

C. Provide undercoat paint produced by the same manufacturer as the finish

coats. Use only thinners approved by the paint manufacturer, and use only

to recommended limits.

D. VOC Content: For field applications that are inside the weatherproofing

system, paints and coating to comply with VOC content limits of

authorities having jurisdiction and the following VOC content limits:

1. Flat Paints and Coatings: 50 g/L.

2. Non-flat Paints and Coatings: 150 g/L.

3. Dry-Fog Coatings: 400 g/L.

4. Primers, Sealers, and Undercoaters: 200 g/L.

5. Anticorrosive and Antirust Paints applied to Ferrous Metals: 250 g/L.

6. Zinc-Rich Industrial Maintenance Primers: 340 g/L.

7. Pretreatment Wash Primers: 420 g/L.

8. Shellacs, Clear: 730 g/L.

9. Shellacs, Pigmented: 550 g/L.

E. VOC test method for paints and coatings is to be in accordance with

40 CFR 59 (EPA Method 24). Part 60, Appendix A with the exempt compounds’

content determined by Method 303 (Determination of Exempt Compounds) in

the South Coast Air Quality Management District’s (SCAQMD) “Laboratory

Methods of Analysis for Enforcement Samples” manual.

2.3 PLASTIC TAPE:

A. Pigmented vinyl plastic film in colors as specified in Section 09 06 00,

SCHEDULE FOR FINISHES or specified.

B. Pressure sensitive adhesive back.

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VAMC Baltimore, MD

1.1 Biobased Content

A. Paint products shall comply with following bio-based standards for

biobased materials:

Material Type Percent by Weight

Interior Paint 20 percent biobased material

Interior Paint- Oil Based and Solvent Alkyd

67 percent biobased material

B. The minimum-content standards are based on the weight (not the volume) of the material.

PART 3 - EXECUTION

3.1 JOB CONDITIONS:

A. Safety: Observe required safety regulations and manufacturer's warning and

instructions for storage, handling and application of painting materials.

1. Take necessary precautions to protect personnel and property from

hazards due to falls, injuries, toxic fumes, fire, explosion, or other

harm.

2. Deposit soiled cleaning rags and waste materials in metal containers

approved for that purpose. Dispose of such items off the site at end of

each day’s work.

B. Atmospheric and Surface Conditions:

1. Do not apply coating when air or substrate conditions are:

a. Less than 3 degrees C (5 degrees F) above dew point.

b. Below 10 degrees C (50 degrees F) or over 35 degrees C

(95 degrees F), unless specifically pre-approved by the COR and the

product manufacturer. Under no circumstances are application

conditions to exceed manufacturer recommendations.

c. When the relative humidity exceeds 85 percent; or to damp or wet

surfaces; unless otherwise permitted by the paint manufacturer’s

printed instructions.

2. Maintain interior temperatures until paint dries hard.

3. Do no exterior painting when it is windy and dusty.

4. Do not paint in direct sunlight or on surfaces that the sun will warm.

5. Apply only on clean, dry and frost free surfaces except as follows:

a. Apply water thinned acrylic and cementitious paints to damp (not

wet) surfaces only when allowed by manufacturer's printed

instructions.

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VAMC Baltimore, MD

b. Concrete and masonry when permitted by manufacturer’s

recommendations, dampen surfaces to which water thinned acrylic and

cementitious paints are applied with a fine mist of water on hot dry

days to prevent excessive suction and to cool surface.

3.2 INSPECTION:

A. Examine the areas and conditions where painting and finishing are to be

applied and correct any conditions detrimental to the proper and timely

completion of the work. Do not proceed with the work until unsatisfactory

conditions are corrected to permit proper installation of the work.

3.3 GENERAL WORKMANSHIP REQUIREMENTS:

A. Application may be by brush or roller. Spray application only upon

acceptance from the COR in writing.

B. Furnish to the COR a painting schedule indicating when the respective

coats of paint for the various areas and surfaces will be completed. This

schedule is to be kept current as the job progresses.

C. Protect work at all times. Protect all adjacent work and materials by

suitable covering or other method during progress of work. Upon completion

of the work, remove all paint and varnish spots from floors, glass and

other surfaces. Remove from the premises all rubbish and accumulated

materials of whatever nature not caused by others and leave work in a

clean condition.

D. Remove and protect hardware, accessories, device plates, lighting

fixtures, and factory finished work, and similar items, or provide in

place protection. Upon completion of each space, carefully replace all

removed items by workmen skilled in the trades involved.

E. When indicated to be painted, remove electrical panel box covers and doors

before painting walls. Paint separately and re-install after all paint is

dry.

F. Materials are to be applied under adequate illumination, evenly spread and

flowed on smoothly to avoid runs, sags, holidays, brush marks, air bubbles

and excessive roller stipple.

G. Apply materials with a coverage to hide substrate completely. When color,

stain, dirt or undercoats show through final coat of paint, the surface is

to be covered by additional coats until the paint film is of uniform

finish, color, appearance and coverage, at no additional cost to the

Government.

H. All coats are to be dry to manufacturer’s recommendations before applying

succeeding coats.

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VAMC Baltimore, MD

I. All suction spots or “hot spots” in plaster after the application of the

first coat are to be touched up before applying the second coat.

J. Do not apply paint behind frameless mirrors that use mastic for adhering

to wall surface.

3.4 SURFACE PREPARATION:

A. General:

1. The Contractor shall be held wholly responsible for the finished

appearance and satisfactory completion of painting work. Properly

prepare all surfaces to receive paint, which includes cleaning,

sanding, and touching-up of all prime coats applied under other

Sections of the work. Broom clean all spaces before painting is

started. All surfaces to be painted or finished are to be completely

dry, clean and smooth.

2. See other sections of specifications for specified surface conditions

and prime coat.

3. Perform preparation and cleaning procedures in strict accordance with

the paint manufacturer’s instructions and as herein specified, for each

particular substrate condition.

4. Clean surfaces before applying paint or surface treatments with

materials and methods compatible with substrate and specified finish.

Remove any residue remaining from cleaning agents used. Do not use

solvents, acid, or steam on concrete and masonry. Schedule the cleaning

and painting so that dust and other contaminants from the cleaning

process will not fall in wet, newly painted surfaces.

5. Maximum Moisture Content of Substrates: When measured with an

electronic moisture meter as follows:

a. Concrete: 12 percent.

b. Fiber-Cement Board: 12 percent.

c. Masonry (Clay and CMU’s): 12 percent.

d. Wood: 15 percent.

e. Gypsum Board: 12 percent.

f. Plaster: 12 percent.

C. Ferrous Metals:

1. Remove oil, grease, soil, drawing and cutting compounds, flux and other

detrimental foreign matter in accordance with SSPC-SP 1 (Solvent

Cleaning).

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VAMC Baltimore, MD

2. Remove loose mill scale, rust, and paint, by hand or power tool

cleaning, as defined in SSPC-SP 2 (Hand Tool Cleaning) and SSPC-SP 3

(Power Tool Cleaning). Where high temperature aluminum paint is used,

prepare surface in accordance with paint manufacturer's instructions.

3. Fill dents, holes and similar voids and depressions in flat exposed

surfaces of hollow steel doors and frames, access panels, roll-up steel

doors and similar items specified to have semi-gloss or gloss finish

with TT-F-322D (Filler, Two-Component Type, For Dents, Small Holes and

Blow-Holes). Finish flush with adjacent surfaces.

a. Fill flat head countersunk screws used for permanent anchors.

b. Do not fill screws of item intended for removal such as glazing

beads.

4. Spot prime abraded and damaged areas in shop prime coat which expose

bare metal with same type of paint used for prime coat. Feather edge of

spot prime to produce smooth finish coat.

5. Spot prime abraded and damaged areas which expose bare metal of factory

finished items with paint as recommended by manufacturer of item.

D. Zinc-Coated (Galvanized) Metal, Aluminum, Copper and Copper Alloys

Surfaces Specified Painted:

1. Clean surfaces to remove grease, oil and other deterrents to paint

adhesion in accordance with SSPC-SP 1 (Solvent Cleaning).

2. Spot coat abraded and damaged areas of zinc-coating which expose base

metal on hot-dip zinc-coated items with MPI 18 (Organic Zinc Rich

Coating). Prime or spot prime with MPI 134 (Waterborne Galvanized

Primer) or MPI 135 (Non-Cementitious Galvanized Primer) depending on

finish coat compatibility.

E. Masonry, Concrete, Cement Board, Cement Plaster and Stucco:

1. Clean and remove dust, dirt, oil, grease efflorescence, form release

agents, laitance, and other deterrents to paint adhesion.

2. Use emulsion type cleaning agents to remove oil, grease, paint and

similar products. Use of solvents, acid, or steam is not permitted.

3. Remove loose mortar in masonry work.

4. Replace mortar and fill open joints, holes, cracks and depressions with

new mortar specified in Section 04 05 13, MASONRY MORTARING Section 04

05 16, MASONRY GROUTING. Do not fill weep holes. Finish to match

adjacent surfaces.

5. Neutralize Concrete floors to be painted by washing with a solution of

1.4 Kg (3 pounds) of zinc sulfate crystals to 3.8 L (1 gallon) of

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VAMC Baltimore, MD

water, allow to dry three (3) days and brush thoroughly free of

crystals.

6. Repair broken and spalled concrete edges with concrete patching

compound to match adjacent surfaces as specified in

Division 03, CONCRETE Sections. Remove projections to level of adjacent

surface by grinding or similar methods.

3.5 PAINT PREPARATION:

A. Thoroughly mix painting materials to ensure uniformity of color, complete

dispersion of pigment and uniform composition.

B. Do not thin unless necessary for application and when finish paint is used

for body and prime coats. Use materials and quantities for thinning as

specified in manufacturer's printed instructions.

C. Remove paint skins, then strain paint through commercial paint strainer to

remove lumps and other particles.

D. Mix two (2) component and two (2) part paint and those requiring additives

in such a manner as to uniformly blend as specified in manufacturer's

printed instructions unless specified otherwise.

E. For tinting required to produce exact shades specified, use color pigment

recommended by the paint manufacturer.

3.6 APPLICATION:

A. Start of surface preparation or painting will be construed as acceptance

of the surface as satisfactory for the application of materials.

B. Unless otherwise specified, apply paint in three (3) coats; prime, body,

and finish. When two (2) coats applied to prime coat are the same, first

coat applied over primer is body coat and second coat is finish coat.

C. Apply each coat evenly and cover substrate completely.

D. Allow not less than 48 hours between application of succeeding coats,

except as allowed by manufacturer's printed instructions, and approved by

COR.

E. Apply by brush or roller. Spray application for new or existing occupied

spaces only upon approval by acceptance from COR in writing.

1. Apply painting materials specifically required by manufacturer to be

applied by spraying.

2. In new construction and in existing occupied spaces, where paint is

applied by spray, mask or enclose with polyethylene, or similar air

tight material with edges and seams continuously sealed including items

specified in “Building and Structural Work Field Painting”; “Work not

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VAMC Baltimore, MD

Painted”; motors, controls, telephone, and electrical equipment, fronts

of sterilizes and other recessed equipment and similar prefinished

items.

F. Do not paint in closed position operable items such as access doors and

panels, window sashes, overhead doors, and similar items except overhead

roll-up doors and shutters.

3.7 PRIME PAINTING:

A. After surface preparation, prime surfaces before application of body and

finish coats, except as otherwise specified.

B. Spot prime and apply body coat to damaged and abraded painted surfaces

before applying succeeding coats.

C. Additional field applied prime coats over shop or factory applied prime

coats are not required except for exterior exposed steel apply an

additional prime coat.

Wood Except Floors Article” and “Finish for Wood Floors Article” .

2. Apply two (2) coats of primer MPI 7 (Exterior Oil Wood Primer) or MPI 5

(Exterior Alkyd Wood Primer) or sealer MPI 45 (Interior Primer Sealer)

or MPI 46 (Interior Enamel Undercoat) to surfaces of wood doors,

including top and bottom edges, which are cut for fitting or for other

reason.

3. Apply one (1) coat of primer MPI 7 (Exterior Oil Wood Primer) or MPI 5

(Exterior Alkyd Wood Primer) or sealer MPI 45 (Interior Primer Sealer)

or MPI 46 (Interior Enamel Undercoat) as soon as delivered to site to

surfaces of unfinished woodwork, except concealed surfaces of shop

fabricated or assembled millwork and surfaces specified to have

varnish, stain or natural finish.

4. Back prime and seal ends of exterior woodwork, and edges of exterior

plywood specified to be finished.

5. Apply MPI 67 (Interior Latex Fire Retardant, Top-Coat (UL Approved) to

wood for fire retardant finish.

F. Metals except boilers, incinerator stacks, and engine exhaust pipes:

1. Steel and iron: MPI 79 (Marine Alkyd Metal Primer) or MPI 95 (Fast

Drying Metal Primer). Use MPI 101 (Cold Curing Epoxy Primer) where MPI

77 (Epoxy Cold Cured, Gloss, MPI 98 (High Build Epoxy Coating), or MPI

108 (High Build Epoxy Marine Coating finish is specified.

2. Zinc-coated steel and iron: MPI 134 (Waterborne Galvanized Primer) , or

MPI 135 (Non-Cementitious Galvanized Primer).

3. Aluminum scheduled to be painted: MPI 95 (Fast Drying Metal Primer).

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VAMC Baltimore, MD

7. Asphalt coated metal: MPI 1 (Aluminum Paint).

8. Metal over 94 degrees C (201 degrees F), Boilers, Incinerator Stacks,

and Engine Exhaust Pipes: MPI 22 (High Heat Resistant Coating).

I. Concrete Masonry Units except glazed or integrally colored and decorative

units:

1. MPI 4 (Block Filler) on interior surfaces.

2. Prime exterior surface as specified for exterior finishes.

J. Cement Plaster or stucco Concrete Masonry, Brick Masonry and Interior

Surfaces of Ceilings and Walls:

1. MPI 54 (Interior Latex, Flat, MPI Semi-gloss Level 1)

2. MPI 138 (Interior High Performance Latex, MPI Gloss Level 2

3.8 EXTERIOR FINISHES:

A. Apply following finish coats where specified in Section 09 06 00, SCHEDULE

FOR FINISHES.

C. Steel and Ferrous Metal, Including Tern:

1. Two (2) coats of MPI 94 (Exterior Alkyd, Semi-Gloss) on exposed

surfaces, except on surfaces over 94 degrees C (201 degrees F).

E. Concrete Masonry Units Concrete:

1. General:

a. Where specified in Section 09 06 00, SCHEDULE FOR FINISHES or shown.

b. Mix as specified in manufacturer's printed directions.

c. Do not mix more paint than can be used within four (4) hours after

mixing. Discard paint that has started to set.

d. Dampen warm surfaces above 24 degrees C (75 degrees F) with fine

mist of water before application of paint. Do not leave free water

on surface.

e. Cure paint with a fine mist of water as specified in manufacturer's

printed instructions.

2. Use two (2) coats of TT-P-1411 (Paint, Co-polymer-Resin, Cementitious),

unless specified otherwise.

3.9 INTERIOR FINISHES:

A. Apply following finish coats over prime coats in spaces or on surfaces

specified in Section 09 06 00, SCHEDULE FOR FINISHES.

B. Metal Work:

1. Apply to exposed surfaces.

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VAMC Baltimore, MD

2. Omit body and finish coats on surfaces concealed after installation

except electrical conduit containing conductors over 600 volts.

3. Ferrous Metal, Galvanized Metal, and Other Metals Scheduled:

a. Apply two (2) coats of MPI 47 (Interior Alkyd, Semi-Gloss) unless

specified otherwise.

b. Two (2) coats of MPI 51 (Interior Alkyd, Eggshell).

c. One (1) coat of MPI 46 (Interior Enamel Undercoat) plus one coat of

MPI 47 (Interior Alkyd, Semi-Gloss) on exposed interior surfaces of

alkyd-amine enamel prime finished windows.

e. Machinery: One (1) coat MPI 9 (Exterior Alkyd Enamel).

f. Asphalt Coated Metal: One (1) coat MPI 1 (Aluminum Paint).

g. Ferrous Metal over 94 degrees K (290 degrees F): Boilers,

Incinerator Stacks, and Engine Exhaust Pipes: One (1) coat MPI 22

(High Heat Resistant Coating.

E. Masonry and Concrete Walls:

1. Over MPI 4 (Interior/Exterior Latex Block Filler) on CMU surfaces.

2. Two (2) coats of MPI 53 (Interior Latex, Flat, MPI 54 (Interior Latex,

Semi-Gloss, MPI Gloss Level 5).

3. Two (2) coats of // MPI 138 (Interior High Performance Latex, MPI Gloss

Level 3).

G. Concrete Floors: One (1) coat of MPI 68 (Interior/ Exterior Latex Porch &

Floor Paint, Gloss).

I. Miscellaneous:

1. Apply where specified in Section 09 06 00, SCHEDULE FOR FINISHES.

2. MPI 1 (Aluminum Paint): Two (2) coats of aluminum paint.

3.10 REFINISHING EXISTING PAINTED SURFACES:

A. Clean, patch and repair existing surfaces as specified under “Surface

Preparation”. No “telegraphing” of lines, ridges, flakes, etc., through

new surfacing is permitted. Where this occurs, sand smooth and re-finish

until surface meets with COR’s approval.

B. Remove and reinstall items as specified under “General Workmanship

Requirements”.

C. Remove existing finishes or apply separation coats to prevent non

compatible coatings from having contact.

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VAMC Baltimore, MD

D. Patched or Replaced Areas in Surfaces and Components: Apply spot prime and

body coats as specified for new work to repaired areas or replaced

components.

E. Except where scheduled for complete painting apply finish coat over plane

surface to nearest break in plane, such as corner, reveal, or frame.

F. In existing rooms and areas where alterations occur, clean existing

stained and natural finished wood retouch abraded surfaces and then give

entire surface one (1) coat of MPI 31 (Polyurethane, Moisture Cured, Clear

Gloss).

G. Refinish areas as specified for new work to match adjoining work unless

specified or scheduled otherwise.

H. Coat knots and pitch streaks showing through old finish with MPI 36 (Knot

Sealer) before refinishing.

I. Sand or dull glossy surfaces prior to painting.

J. Sand existing coatings to a feather edge so that transition between new

and existing finish will not show in finished work.

3.11 PAINT COLOR:

A. Color and gloss of finish coats is specified Architectural Sheet A101.

C. Coat Colors:

1. Color of priming coat: Lighter than body coat.

2. Color of body coat: Lighter than finish coat.

3. Color prime and body coats to not show through the finish coat and to

mask surface imperfections or contrasts.

D. Painting, Caulking, Closures, and Fillers Adjacent to Casework:

1. Paint to match color of casework where casework has a paint finish.

2. Paint to match color of wall where casework is stainless steel, plastic

laminate, or varnished wood.

3.12 MECHANICAL AND ELECTRICAL WORK FIELD PAINTING SCHEDULE:

A. Field painting of mechanical and electrical consists of cleaning,

touching-up abraded shop prime coats, and applying prime, body and finish

coats to materials and equipment if not factory finished in space

scheduled to be finished.

B. In spaces not scheduled to be finish painted in Section 09 06 00, SCHEDULE

FOR FINISHES paint as specified below.

C. Paint various systems specified in Division 02 – EXISTING CONDITIONS,

Division 21 – FIRE SUPPRESSION, Division 22 - PLUMBING, Division 23 –

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VAMC Baltimore, MD

HEATING, VENTILATION AND AIR-CONDITIONING, Division 26 - ELECTRICAL,

Division 27 - COMMUNICATIONS, and Division 28 – ELECTRONIC SAFETY AND

SECURITY.

D. Paint after tests have been completed.

E. Omit prime coat from factory prime-coated items.

F. Finish painting of mechanical and electrical equipment is not required

when located in interstitial spaces, above suspended ceilings, in

concealed areas such as pipe and electric closets, pipe basements, pipe

tunnels, trenches, attics, roof spaces, shafts and furred spaces except on

electrical conduit containing feeders 600 volts or more.

G. Omit field painting of items specified in “BUILDING AND STRUCTURAL WORK

FIELD PAINTING”; “Building and Structural Work not Painted”.

H. Color:

1. Paint colors as specified in Section 09 06 00, SCHEDULE FOR FINISHES

except for following:

a. White: Exterior unfinished surfaces of enameled plumbing fixtures.

Insulation coverings on breeching and uptake inside boiler house,

drums and drum-heads, oil heaters, condensate tanks and condensate

piping.

b. Gray: Heating, ventilating, air conditioning and refrigeration

equipment (except as required to match surrounding surfaces), and

water and sewage treatment equipment and sewage ejection equipment.

c. Aluminum Color: Ferrous metal on outside of boilers and in

connection with boiler settings including supporting doors and door

frames and fuel oil burning equipment, and steam generation system

(bare piping, fittings, hangers, supports, valves, traps and

miscellaneous iron work in contact with pipe).

d. Federal Safety Red: Exposed fire protection piping hydrants, post

indicators, electrical conducts containing fire alarm control

wiring, and fire alarm equipment.

e. Federal Safety Orange: Entire lengths of electrical conduits

containing feeders 600 volts or more.

f. Color to match brickwork sheet metal covering on breeching outside

of exterior wall of boiler house.

I. Apply paint systems on properly prepared and primed surface as follows:

1. Exterior Locations:

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VAMC Baltimore, MD

a. Apply two (2) coats of MPI 8 (Exterior Alkyd, Flat), MPI 94

(Exterior Alkyd, Semi-gloss). MPI 9 (Exterior Alkyd Enamel)to the

following ferrous metal items:

Vent and exhaust pipes with temperatures under 94 degrees C(201

degrees F), roof drains, fire hydrants, post indicators, yard

hydrants, exposed piping and similar items.

2. Interior Locations:

a. Apply two (2) coats of MPI 47 (Interior Alkyd, Semi-Gloss) to

following items:

1) Metal under 94 degrees C (201 degrees F) of items such as bare

piping, fittings, hangers and supports.

2) Equipment and systems such as hinged covers and frames for

control cabinets and boxes, cast-iron radiators, electric

conduits and panel boards.

3) Heating, ventilating, air conditioning, plumbing equipment, and

machinery having shop prime coat and not factory finished.

e. Paint electrical conduits containing cables rated 600 volts or more

using two (2) coats of MPI 9.

3. Other exposed locations:

a. Metal surfaces, except aluminum, of cooling towers exposed to view,

including connected pipes, rails, and ladders: Two (2) coats of

MPI 1 (Aluminum Paint).

3.13 BUILDING AND STRUCTURAL WORK FIELD PAINTING:

A. Painting and finishing of interior and exterior work except as specified

here-in-after.

1. Painting and finishing of new work including colors and gloss of finish

selected is specified on Architectural Drawing A101.

2. Painting of disturbed, damaged and repaired or patched surfaces when

entire space is not scheduled for complete repainting or refinishing.

3. Painting of ferrous metal and galvanized metal.

4. Painting of wood with fire retardant paint exposed in attics, when used

as mechanical equipment space (except shingles).

5. Identity painting and safety painting.

B. Building and Structural Work not Painted:

1. Prefinished items:

a. Casework, doors, elevator entrances and cabs, metal panels, wall

covering, and similar items specified factory finished under other

sections.

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VAMC Baltimore, MD

b. Factory finished equipment and pre-engineered metal building

components such as metal roof and wall panels.

2. Finished surfaces:

a. Hardware except ferrous metal.

b. Anodized aluminum, stainless steel, chromium plating, copper, and

brass, except as otherwise specified.

c. Signs, fixtures, and other similar items integrally finished.

3. Concealed surfaces:

a. Inside dumbwaiter, elevator and duct shafts, interstitial spaces,

pipe basements, crawl spaces, pipe tunnels, above ceilings, attics,

except as otherwise specified.

b. Inside walls or other spaces behind access doors or panels.

c. Surfaces concealed behind permanently installed casework and

equipment.

4. Moving and operating parts:

a. Shafts, chains, gears, mechanical and electrical operators,

linkages, and sprinkler heads, and sensing devices.

b. Tracks for overhead or coiling doors, shutters, and grilles.

5. Labels:

a. Code required label, such as Underwriters Laboratories Inc.,

Intertek Testing Service or Factory Mutual Research Corporation.

b. Identification plates, instruction plates, performance rating, and

nomenclature.

6. Galvanized metal:

a. Exterior chain link fence and gates, corrugated metal areaways, and

gratings.

b. Gas Storage Racks.

c. Except where specifically specified to be painted.

7. Metal safety treads and nosings.

8. Gaskets.

9. Concrete curbs, gutters, pavements, retaining walls, exterior exposed

foundations walls and interior walls in pipe basements.

10. Face brick.

11. Structural steel encased in concrete, masonry, or other enclosure.

12. Structural steel to receive sprayed-on fire proofing.

13. Ceilings, walls, columns in interstitial spaces.

14. Ceilings, walls, and columns in pipe basements.

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VAMC Baltimore, MD

5. Identify pipe contents with sufficient additional details such as

temperature, pressure, and contents to identify possible hazard.

COLOR OF COLOR OF COLOR OF LEGEND

PIPING EXPOSED PIPING BACKGROUND LETTERS ABBREVIATIONS

Blow-off Green White Blow-off

Boiler Feedwater Green White Blr Feed

A/C Condenser Water

Supply Green White A/C Cond Wtr Sup

A/C Condenser Water

Return Green White A/C Cond Wtr Ret

Chilled Water Supply Green White Ch. Wtr Sup

Chilled Water Return Green White Ch. Wtr Ret

Shop Compressed Air Blue White Shop Air

Air-Instrument Controls Green White Air-Inst Cont

Drain Line Green White Drain

Emergency Shower Green White Emg Shower

High Pressure Steam Green White H.P. ______*

High Pressure Condensate

Return Green White H.P. Ret ____*

Medium Pressure Steam Green White M. P. Stm ____*

Medium Pressure Condensate

Return Green White M.P. Ret _____*

Low Pressure Steam Green White L.P. Stm _____*

Low Pressure Condensate

Return Green White L.P. Ret _____*

High Temperature Water

Supply Green White H. Temp Wtr Sup

High Temperature Water

Return Green White H. Temp Wtr Ret

Hot Water Heating Supply Green White H. W. Htg Sup

Hot Water Heating Return Green White H. W. Htg Ret

Gravity Condensate Return Green White Gravity Cond Ret Pumped Condensate Return Green White Pumped Cond Ret

Vacuum Condensate Return Green White Vac Cond Ret

Fuel Oil - Grade // // Brown White Fuel Oil-Grade // //

(Diesel Fuel included under Fuel Oil)

Boiler Water Sampling Green White Sample

Chemical Feed Green White Chem Feed

Continuous Blow-Down Green White Cont. B D

Pumped Condensate Green White Pump Cond

Pump Recirculating Green White Pump-Recirc.

Vent Line Green White Vent

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VAMC Baltimore, MD

Alkali Orange Black Alk

Bleach Orange Black Bleach

Detergent Yellow Black Det

Liquid Supply Yellow Black Liq Sup

Reuse Water Yellow Black Reuse Wtr

Cold Water (Domestic) White Green White C.W. Dom

Hot Water (Domestic)

Supply White Yellow Black H.W. Dom

Return White Yellow Black H.W. Dom Ret

Tempered Water White Yellow Black Temp. Wtr

Ice Water

Supply White Green White Ice Wtr

Return White Green White Ice Wtr Ret

Reagent Grade Water Green White RG

Reverse Osmosis Green White RO

Sanitary Waste Green White San Waste

Sanitary Vent Green White San Vent

Storm Drainage Green White St Drain

Pump Drainage Green White Pump Disch

Chemical Resistant Pipe

Waste Orange Black Acid Waste

Vent Orange Black Acid Vent

Atmospheric Vent Green White ATV

Silver Recovery Green White Silver Rec

Oral Evacuation Green White Oral Evac

Fuel Gas Yellow Black Gas

Fire Protection Water

Sprinkler Red Red White Auto Spr

Standpipe Red Red White Stand

Sprinkler Red Red White Drain

7. Electrical Conduits containing feeders over 600 volts, paint legends

using 50 mm (2 inch) high black numbers and letters, showing the

voltage class rating. Provide legends where conduits pass through walls

and floors and at maximum 6096 mm (20 foot) intervals in between. Use

labels with yellow background with black border and words Danger High

Voltage Class, 5000, 15000,25000.

8. See Sections for methods of identification, legends, and abbreviations

of the following:

a. Regular compressed air lines: Section 22 15 00, GENERAL SERVICE

COMPRESSED-AIR SYSTEMS.

09 91 00 - 21


VAMC Baltimore, MD

b. Dental compressed air lines: Section 22 61 13.74, DENTAL COMPRESSED-

AIR PIPING / Section 22 61 19.74, DENTAL COMPRESSED-AIR EQUIPMENT.

c. Laboratory gas and vacuum lines: Section 22 62 00, VACUUM SYSTEMS

FOR LABORATORY AND HEALTHCARE FACILITIES / Section 22 63 00, GAS

SYSTEMS FOR LABORATORY AND HEALTHCARE FACILITIES.

d. Oral evacuation lines: Section 22 62 19.74, DENTAL VACUUM AND

EVACUATION EQUIPMENT.

e. Medical Gases and vacuum lines: Section 22 62 00, VACUUM SYSTEMS FOR

LABORATORY AND HEALTHCARE FACILITIES / Section 22 63 00, GAS SYSTEMS

FOR LABORATORY AND HEALTHCARE FACILITIES.

f. Conduits containing high voltage feeders over 600 volts:

Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS /

Section 27 05 33, RACEWAYS AND BOXES FOR COMMUNICATIONS SYSTEMS /

Section 28 05 33, RACEWAYS AND BOXES FOR ELECTRONIC SAFETY AND

SECURITY.

B. Fire and Smoke Partitions:

1. Identify partitions above ceilings on both sides of partitions except

within shafts in letters not less than 64 mm (2 1/2 inches) high.

2. Stenciled message: "SMOKE BARRIER" or, "FIRE BARRIER" as applicable.

3. Locate not more than 6096 mm (20 feet) on center on corridor sides of

partitions, and with a least one (1) message per room on room side of

partition.

4. Use semi-gloss paint of color that contrasts with color of substrate.

C. Identify columns in pipe basements and interstitial space:

1. Apply stenciled number and letters to correspond with grid numbering

and lettering indicated on construction documents.

2. Paint numbers and letters 101 mm (4 inches) high, locate 45 mm

(18 inches) below overhead structural slab.

3. Apply on four (4) sides of interior columns and on inside face only of

exterior wall columns.

4. Color:

a. Use black on concrete columns.

b. Use white or contrasting color on steel columns.

3.15 PROTECTION CLEAN UP, AND TOUCH-UP:

A. Protect work from paint droppings and spattering by use of masking, drop

cloths, removal of items or by other approved methods.

B. Upon completion, clean paint from hardware, glass and other surfaces and

items not required to be painted of paint drops or smears.

09 91 00 - 22


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C. Before final inspection, touch-up or refinished in a manner to produce

solid even color and finish texture, free from defects in work which was

damaged or discolored.

- - - E N D - - -

09 91 00 - 23


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21 08 00 - 1

SECTION 21 08 00

COMMISSIONING OF FIRE SUPPRESSION SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The requirements of this Section apply to all sections of Division 21.

B. This project will have selected building systems commissioned. The

complete list of equipment and systems to be commissioned is specified

in Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS. The

commissioning process, which the Contractor is responsible to execute,

is defined in Section 01 91 00 GENERAL COMMISSIONING REQUIRMENTS. A

Commissioning Agent (CxA) appointed by the VA will manage the


1.2 RELATED WORK

A. Section 01 00 00 GENERAL REQUIREMENTS.

B. Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS. C. Section 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

1.3 SUMMARY

A. This Section includes requirements for commissioning the Fire

Suppression systems, subsystems and equipment. This Section

supplements the general requirements specified in Section 01 91 00

General Commissioning Requirements.

B. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for more

details regarding processes and procedures as well as roles and

responsibilities for all Commissioning Team members.

1.4 DEFINITIONS

A. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for

definitions.

1.5 COMMISSIONED SYSTEMS

A. Commissioning of a system or systems specified in Division 21 is part



personnel in accordance with the requirements of Section 01 91 00 and

of Division 21, is required in cooperation with the VA and the


B. The Fire Suppression systems commissioning will include the systems

listed in Section 01 91 00 General Commissioning Requirements:


VAMC Baltimore, MD

21 08 00 - 2

1.6 SUBMITTALS

A. The commissioning process requires review of selected Submittals. The

Commissioning Agent will provide a list of submittals that will be

reviewed by the Commissioning Agent. This list will be reviewed and

approved by the VA prior to forwarding to the Contractor. Refer to

Section 01 33 23 SHOP DRAWINGS, PRODUCT DATA, and SAMPLES for further

details.

B. The commissioning process requires Submittal review simultaneously with

engineering review. Specific submittal requirements related to the

commissioning process are specified in Section 01 91 00 GENERAL

COMMISSIONING REQUIREMENTS.


PART 3 - EXECUTION

3.1 CONSTRUCTION INSPECTIONS

A. Commissioning of the building fire suppression systems will require

inspection of individual elements of the fire suppression construction

throughout the construction period. The Contractor shall coordinate

with the Commissioning Agent in accordance with Section 01 91 00 and

the Commissioning plan to schedule inspections as required to support

the Commissioning Process.

3.2 PRE-FUNCTIONAL CHECKLISTS

A. The Contractor shall complete Pre-Functional Checklists to verify

systems, subsystems, and equipment installation is complete and systems

are ready for Systems Functional Performance Testing. The

Commissioning Agent will prepare Pre-Functional Checklists to be used

to document equipment installation. The Contractor shall complete the

checklists. Completed checklists shall be submitted to the VA and to

the Commissioning Agent for review. The Commissioning Agent may spot

check a sample of completed checklists. If the Commissioning Agent

determines that the information provided on the checklist is not

accurate, the Commissioning Agent will return the marked-up checklist

to the Contractor for correction and resubmission. If the

Commissioning Agent determines that a significant number of completed

checklists for similar equipment are not accurate, the Commissioning

Agent will select a broader sample of checklists for review. If the

Commissioning Agent determines that a significant number of the broader

sample of checklists is also inaccurate, all the checklists for the

type of equipment will be returned to the Contractor for correction and


VAMC Baltimore, MD

21 08 00 - 3

resubmission. Refer to SECTION 01 91 00 GENERAL COMMISSIONING

REQUIREMENTS for submittal requirements for Pre-Functional Checklists,

Equipment Startup Reports, and other commissioning documents.

3.3 CONTRACTORS TESTS

A. Contractor tests as required by other sections of Division 21 shall be

scheduled and documented in accordance with Section 01 00 00 GENERAL

REQUIREMENTS. All testing shall be incorporated into the project

schedule. Contractor shall provide no less than 7 calendar days’

notice of testing. The Commissioning Agent will witness selected

Contractor tests at the sole discretion of the Commissioning Agent.

Contractor tests shall be completed prior to scheduling Systems

Functional Performance Testing.


A. The Commissioning Process includes Systems Functional Performance

Testing that is intended to test systems functional performance under

steady state conditions, to test system reaction to changes in

operating conditions, and system performance under emergency

conditions. The Commissioning Agent will prepare detailed Systems

Functional Performance Test procedures for review and approval by the

COR. The Contractor shall review and comment on the tests prior to

approval. The Contractor shall provide the required labor, materials,

and test equipment identified in the test procedure to perform the

tests. The Commissioning Agent will witness and document the testing.

The Contractor shall sign the test reports to verify tests were

performed. See Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS,

for additional details.

3.5 TRAINING OF VA PERSONNEL

A. Training of the VA operation and maintenance personnel is required in

cooperation with the COR and Commissioning Agent. Provide competent,

factory authorized personnel to provide instruction to operation and

maintenance personnel concerning the location, operation, and

troubleshooting of the installed systems. Contractor shall submit

training agendas and trainer resumes in accordance with the

requirements of Section 01 91 00. The instruction shall be scheduled

in coordination with the COR after submission and approval of formal

training plans. Refer to Section 01 91 00 GENERAL COMMISSIONING

REQUIREMENTS and Division 21 Sections for additional Contractor

training requirements.


VAMC Baltimore, MD

21 08 00 - 4

----- END -----


VAMC Baltimore, MD

SECTION 21 13 16 DRY-PIPE SPRINKLER SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. Design, installation and testing shall be in accordance with NFPA 13.

B. The design and installation of a hydraulically calculated automatic

dry-pipe sprinkler system complete and ready for operation, for those

locations as shown on the contract drawings.

1.2 RELATED WORK

A. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Section 07 84 00, FIRESTOPPING.

C. Section 09 91 00, PAINTING.

D. Section 22 05 23, GENERAL-DUTY VALVES FOR PLUMBING PIPING.

E. Section 28 31 00, FIRE DETECTION AND ALARM.

1.3 DESIGN CRITERIA

A. Design Basis Information: Provide design, materials, equipment,

installation, inspection, and testing of the automatic sprinkler system

in accordance with the requirements of NFPA 13.

1. Perform hydraulic calculations in accordance with NFPA 13 utilizing

the Area/Density method, including all applicable design area

increases.

2. Sprinkler Protection: Sprinkler hazard classifications shall be in

accordance with NFPA 13. The hazard classification examples of uses

and conditions identified in the Annex of NFPA 13 shall be

mandatory. Request clarification from the Government for any hazard

classification not identified.

3. Dry-pipe Sprinkler System Volume:

a. Contractor shall indicate the calculated volume of each system on

the sprinkler system shop drawings.

b. For dry-pipe sprinkler systems with volumes greater than 1893 L

(500 gal) up to 2839 L (750 gal), provide a quick opening device

unless water delivery time calculations indicate the quick

opening devices is not required.

c. For dry-pipe sprinkler systems with volumes greater than 2839 L

(750 gal), provide calculations for water delivery time.

Calculations shall demonstrate compliance with NFPA 13.

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4. Nitrogen Generator Plant: Coordinate sizing of nitrogen generator

and air compressor with the nitrogen generator manufacturer.

5. Hydraulic Calculations: Calculated demand including hose stream

requirements shall fall no less than 10 percent below the available

water supply curve.

6. Water Supply: Base water supply on annual fire pump test data.

1.4 SUBMITTALS

A. Submit as one package in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES. Prepare detailed working drawings

that are signed by a NICET Level III or Level IV Sprinkler Technician

or stamped by a Registered Professional Engineer licensed in the field

of Fire Protection Engineering. As the Government review is for

technical adequacy only, the installer remains responsible for

correcting any conflicts with other trades and building construction

that arise during installation. Partial submittals will not be

accepted. Material submittals shall be approved prior to the purchase

or delivery to the job site. Suitably bind submittals in notebooks or

binders and provide an index referencing the appropriate specification

section. In addition to the hard copies, provide submittal items in

Paragraphs 1.4(A)1 through 1.4(A)5 electronically in pdf format on a

compact disc or as directed by the COR. Submittals shall include, but

not be limited to, the following:

1. Qualifications:

a. Provide a copy of the installing contractors fire sprinkler and

state contractor’s license.

b. Provide a copy of the NICET certification for the NICET Level III

or Level IV Sprinkler Technician who prepared and signed the

detailed working drawings unless the drawings are stamped by a

Registered Professional Engineer licensed in the field of Fire

Protection Engineering.

c. Provide documentation showing that the installer has been

actively and successfully engaged in the installation of

commercial automatic sprinkler systems for the past ten years.

2. Drawings: Submit detailed 1:100 (1/8 inch) scale (minimum) working

drawings conforming to the Plans and Calculations chapter of NFPA

13. Drawings shall include graphical scales that allow the user to

21 13 16 - 2


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determine lengths when the drawings are reduced in size. Include a

plan showing the piping to the water supply test location.

3. Manufacturer’s Data Sheets: Provide data sheets for all materials

and equipment proposed for use on the system. Include listing

information and installation instructions in data sheets. Where data

sheets describe items in addition to those proposed to be used for

the system, clearly identify the proposed items on the sheet.

4. Calculation Sheets:

a. Submit hydraulic calculation sheets in tabular form conforming to

the requirements and recommendations of the Plans and

Calculations chapter of NFPA 13.

b. For dry-pipe sprinkler systems with volumes more than 2838 L (750

gal), submit calculations for dry-pipe system water delivery time

in accordance with NFPA 13.

5. Valve Charts: Provide a valve chart that identifies the location of

each control valve. Coordinate nomenclature and identification of

control valves with COR. Where existing nomenclature does not

exist, the chart shall include no less than the following: Tag ID

No., Valve Size, Service (control valve, main drain, aux. drain,

inspectors test valve, etc.), and Location.

6. Final Document Submittals: Provide as-built drawings, testing and

maintenance instructions in accordance with the requirements in

Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. In

addition, submittals shall include, but not be limited to, the

following:

a. A complete set of as-built drawings showing the installed system

with the specific interconnections between the system switches

and the fire alarm equipment. Provide a complete set in the

formats as follows. Submit items 2 and 3 below on a compact disc

or as directed by the COR.

1) One full size (or size as directed by the COR) printed copy.

2) One complete set in electronic pdf format.

3) One complete set in AutoCAD format or a format as directed by

the COR.

b. Material and Testing Certificate: Upon completion of the

sprinkler system installation or any partial section of the

system, including testing and flushing, provide a copy of a

completed Material and Testing Certificate as indicated in NFPA

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13. Certificates shall be provided to document all parts of the

installation.

c. Operations and Maintenance Manuals that include step-by-step

procedures required for system startup, operation, shutdown, and

routine maintenance and testing. The manuals shall include the

manufacturer's name, model number, parts list, and tools that

should be kept in stock by the owner for routine maintenance,

including the name of a local supplier, simplified wiring and

controls diagrams, troubleshooting guide, and recommended service

organization, including address and telephone number, for each

item of equipment.

d. One paper copy of the Material and Testing Certificates and the

Operations and Maintenance Manuals above shall be provided in a

binder. In addition, these materials shall be provided in pdf

format on a compact disc or as directed by the COR.

e. Provide one additional copy of the Operations and Maintenance

Manual covering the system in a flexible protective cover and

mount in an accessible location adjacent to the riser or as

directed by the COR.


A. Installer Reliability: The installer shall possess a valid State of

Maryland fire sprinkler contractor's license. The installer shall have

been actively and successfully engaged in the installation of

commercial automatic sprinkler systems for the past ten years.

Contractor must provide to the VA a list of project on similar

installations for at least 5 years. Provide contact names and addresses

of completed installations.

B. Materials and Equipment: All equipment and devices shall be of a make

and type listed by UL or approved by FM, or other nationally recognized

testing laboratory for the specific purpose for which it is used. All

materials, devices, and equipment shall be approved by the VA. All

materials and equipment shall be free from defect. All materials and

equipment shall be new unless specifically indicated otherwise on the

contract drawings.





21 13 16 - 4


VAMC Baltimore, MD

B. National Fire Protection Association (NFPA):

13-2016 .............Installation of Sprinkler Systems

25-2017 ............Inspection, Testing, and Maintenance of Water-

Based Fire Protection Systems

170-2105 ............Fire Safety Symbols

C. Underwriters Laboratories, Inc. (UL):

Fire Protection Equipment Directory 2018

D. Factory Mutual Engineering Corporation (FM):

Approval Guide 2018

PART 2 PRODUCTS

2.1 GENERAL

Dry-pipe sprinkler systems shall comply with the requirements of NFPA

13.

2.2 PIPING & FITTINGS

A. Piping and fittings for private underground water mains shall be in

accordance with NFPA 13.

B. Piping and fittings for sprinkler systems shall be in accordance with

NFPA 13.

1. Plain-end pipe fittings with locking lugs or shear bolts are not

permitted.

2. Piping sizes 50 mm (2 inches) and smaller shall be black steel

Schedule 40 with threaded end connections.

3. Piping sizes 65 mm (2 ½ inches) and larger shall be black steel

Schedule 10 with grooved connections. Grooves in Schedule 10 piping

shall be rolled grooved only.

2.3 VALVES

A. General:

1. Valves shall be in accordance with NFPA 13.

2. Do not use quarter turn ball valves for 50 mm (2 inch) or larger

drain valves.

B. Control Valve: 1. Shall be a manually operated outside stem and yoke (OS&Y) type.

C. Dry-pipe Valve: 1. Shall be a latching differential type.

2. Shall be complete with trim piping, valves, fittings, pressure

gauges, priming water fill cup, velocity drip check, drip cup, and

other ancillary components as required for proper operation.

21 13 16 - 5


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3. For dry-pipe sprinkler systems with volumes more than 1893 L (500

gal), provide a quick opening device unless water delivery time

calculations have proven no quick opening device is required.

4. Shall be capable of external reset.

2.4 SPRINKLERS

A. All sprinklers shall be FM approved. All sprinklers shall be upright

type. Provide FM Approved quick response sprinklers in all areas.

B. Temperature Ratings: In accordance with NFPA 13.

C. Provide sprinkler guards in accordance with NFPA 13 and when the

elevation of the head is less than 7 feet 6 inches above finished

floor. The sprinkler guard shall be listed or approved for use with the

corresponding sprinkler.

2.5 SUPERVISORY NITROGEN SYSTEM

A. General:

1. Nitrogen generation and supply system shall be in accordance with

NFPA 13.

B. Nitrogen Generator Plant:

1. Provide a nitrogen supply system in accordance with the

manufacturers’ requirements. The system shall provide at least 98%

nitrogen within the system piping.

2. The nitrogen generator shall be complete with, but not limited to,

air compressor, air treatment filtration, nitrogen storage tank,

relief valves, check valves, isolation valves, pressure regulator,

air maintenance device, and all necessary pressure controls and

gauges.

3. The air compressor shall be sized to pressurize the sprinkler system

to 275 kPa (40 psi) within 30 minutes.

4. Nitrogen concentration shall be automatically monitored for each

dry-pipe sprinkler zone.

a. The nitrogen monitoring device shall provide a digital readout of

the nitrogen concentration for each connected dry-pipe sprinkler

zone.

b. The nitrogen monitoring device shall sample the nitrogen

concentration at least once a day.

c. Where the nitrogen concentration is below 98%, a trouble signal

shall be sent to the fire alarm system (normally open contact)

and/or the building management system.

21 13 16 - 6


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5. A nitrogen system trouble alarm will sound when nitrogen system is

in the bypass mode. Where the nitrogen system is in bypass mode, a

trouble signal shall be sent to the fire alarm system (normally open

contact) and/or the building management system.

6. The nitrogen generator plant shall be wall or skid mounted.

C. Purging Device:

1. The purging device shall shut automatically once the nitrogen

concentration in the dry-pipe system piping reaches 98%.

2. The purging device shall be of the same manufacturer as the nitrogen

generator.

2.6 AIR PRESSURE MAINTENANCE DEVICE

Air Pressure Maintenance Device: Air pressure maintenance device shall

be UL listed or FM approved and shall automatically reduce supply air

pressure to provide the pressure required to be maintained in the

piping system. The device shall have a cast bronze body and valve

housing complete with diaphragm assembly, spring, filter, ball check to

prevent backflow, 1.6 mm (1/16 inch) restriction to prevent rapid

pressurization of the system, and adjustment screw. The device shall be

capable of reducing an inlet pressure of up to 680 kPa (100 psig) to a

fixed outlet pressure adjustable to 70 kPa (10 psig).

2.7 SPRINKLER CABINET

A. Provide sprinkler cabinet with the required number of sprinkler heads

of all ratings and types installed, and a sprinkler wrench for each

type of sprinkler in accordance with NFPA 13.

B. Provide a list of sprinklers installed in the property in the cabinet.

The list shall include the following:

1. Manufacturer, model, orifice, deflector type, thermal sensitivity,

and pressure for each type of sprinkler in the cabinet.

2. General description of where each sprinkler is used.

3. Quantity of each type present in the cabinet.

4. Issue or revision date of list.

2.8 SPRINKLER SYSTEM SIGNAGE

Rigid plastic, steel or aluminum signs with white lettering on a red

background with holes for easy attachment. Sprinkler system signage

shall be attached to the valve or piping with chain.

2.9 SWITCHES

A. OS&Y Valve Supervisory Switches shall be in a weatherproof die cast/red

baked enamel, oil resistant, aluminum housing with tamper resistant

21 13 16 - 7


VAMC Baltimore, MD

screws, 13 mm (1/2 inch) conduit entrance and necessary facilities for

attachment to the valves. Provide two SPDT switches rated at 2.5 amps

at 24 VDC.

B. Alarm Pressure Switches: Activation by any flow of water equal to or in

excess of the discharge from one sprinkler. The alarm pressure switch

shall be UL Listed or Factory Mutual Approved for the application in

which it is used. Activation of the alarm pressure switch shall

cause an alarm on the fire alarm system control unit.

C. High/Low Pressure Supervisory Switches: The pressure switch shall be UL

Listed or FM Approved and contain two single pole double throw

contacts. Each switch shall be adjustable from 70 to 414 kPa (10 to 60

psi). The low pressure switch shall supervise pressure in the system

and shall be set to activate at 70 kPa (10 psi) above the dry-pipe

valve trip point pressure. The high pressure switch shall supervise

pressure in the system and shall be set to activate at 70 kPa (10 psi)

above the normal dry-pipe supervisory pressure. Activation of either

high or low pressure switch shall cause a supervisory alarm on the fire

alarm system control unit.

2.10 GAUGES

Provide gauges as required by NFPA 13. Provide gauges where the normal

pressure of the system is at the midrange of the gauge.

2.11 PIPE HANGERS, SUPPORTS AND RESTRAINT OF SYSTEM PIPING

Pipe hangers, supports, and restraint of system piping shall be in


2.12 WALL, FLOOR AND CEILING PLATES

Provide chrome plated steel escutcheon plates.

2.13 VALVE TAGS

Engraved black filled numbers and letters not less than 15 mm (1/2

inch) high for number designation, and not less than 8 mm (1/4 inch)

for service designation on 19 gage, 40 mm (1-1/2 inches) round brass

disc, attached with brass "S" hook, brass chain, or nylon twist tie.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Installation shall be accomplished by the licensed contractor. Provide

a qualified technician, experienced in the installation and operation

of the type of system being installed, to supervise the installation

and testing of the system.

21 13 16 - 8


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B. Installation of Piping: Accurately cut pipe to measurements established

by the installer and work into place without springing or forcing. In

any situation where bending of the pipe is required, use a standard

pipe-bending template. In stairways, locate piping as near to the

ceiling as possible to prevent tampering by unauthorized personnel and

to provide a minimum headroom clearance of 2250 mm (seven feet six

inches). Piping shall not obstruct the minimum means of egress

clearances required by NFPA 101. Pipe hangers, supports, and restraint

of system piping, shall be installed accordance with NFPA 13.

C. Pitching of Pipe: Conform to the requirements of NFPA 13.

D. Drains: Provide drips and drains, including low point drains, in

accordance with NFPA 13. Pipe drains to discharge at safe points

outside of the building. Do not provide a direct drain connection to

sewer system or discharge into sinks.

E. Supervisory Switches: Provide supervisory switches for sprinkler

control valves to monitor closure of the valve and for high and low

system supervisory air/nitrogen pressure to monitor abnormal system

pressures.

F. Pressure Alarm Switches: Install alarm pressure switches in easily

accessible locations.

G. Inspector's Test Connection: Install and supply in conformance with

NFPA 13, and discharge to the exterior of the building. Locate test

connection in an area not susceptible to mechanical damage. For dry-

pipe sprinkler systems more than 2800 L (750 gal), provide the number

of equivalent sprinkler outlets as calculated for water delivery time

in accordance with NFPA 13.

H. Affix cutout disks, which are created by cutting holes in the walls of

pipe for non-threaded pipe connections, to the respective pipe

connection near to the pipe from where they were cut.

I. Provide escutcheon plates for exposed piping passing through walls,

floors or ceilings.

J. Clearances: For systems requiring seismic protection, piping that

passes through floors or walls shall have penetrations sized 50 mm (2

inches) nominally larger than the penetrating pipe for pipe sizes 25 mm

(1 inch) to 90 mm (3 ½ inches) and 100 mm (4 inches) nominally larger

for penetrating pipe sizes 100 mm (4 inches) and larger.

K. Sleeves: Provide for pipes passing through masonry or concrete. Provide

space between the pipe and the sleeve in accordance with NFPA 13. Seal

21 13 16 - 9


VAMC Baltimore, MD

this space with a UL Listed through penetration fire stop material in

accordance with Section 07 84 00, FIRESTOPPING. Where core drilling is

used in lieu of sleeves, also seal space around penetrations. Seal

penetrations of walls, floors and ceilings of other types of

construction, in accordance with Section 07 84 00, FIRESTOPPING.

L. Firestopping shall be provided for all penetrations of fire resistance

rated construction. Firestopping shall comply with Section 07 84 00,

FIRESTOPPING.

M. Painting of Pipe: Where pipe is located outside the building, paint

primed surfaces with two coats of paint to match adjacent surfaces,

except paint valves and operating accessories with two coats of gloss

red enamel. Painting shall comply with Section 09 90 00, PAINTING.

Any painted sprinkler shall be replaced with a new sprinkler.

N. Locate sprinkler cabinet adjacent to the dry-pipe sprinkler system

riser or as directed by COR.

O. Sprinkler System Signage: Provide rigid sprinkler system signage in

accordance with NFPA 13 and NFPA 25. Sprinkler system signage shall

include, but not limited to, the following:

1. Identification Signs:

a. Provide signage for each control valve, drain valve, sprinkler

cabinet, and inspector’s test.

b. Provide valve tags for each operable valve. Coordinate

nomenclature and identification of operable valves with COR.

Where existing nomenclature does not exist, the Tag

Identification shall include no less than the following: (FP-B-

F/SZ-#) Fire Protection, Building Number, Floor Number/Smoke Zone

(if applicable), and Valve Number. (E.g., FP-500-1E-001) Fire

Protection, Building 500, First Floor East, Number 001.)

2. Instruction/Information Signs:

a. Provide signage for each control valve to indicate valve function

and to indicate what system is being controlled.

b. Provide signage indicating the number and location of low point

drains.

3. Hydraulic Placards:

a. Provide signage indicating hydraulic design information. The

placard shall include location of the design area, discharge

densities, required flow and residual pressure at the base of

riser, occupancy classification, hose stream allowance, flow test

21 13 16 - 10


VAMC Baltimore, MD

information, and installing contractor. Locate hydraulic placard

information signs at each dry-pipe valve.

P. Repairs: Repair damage to the building or equipment resulting from the

installation of the sprinkler system by the installer at no additional

expense to the Government.

Q. Interruption of Service: There shall be no interruption of the existing

sprinkler protection, water, electric, or fire alarm services without

prior permission of the Contracting Officer Representative. Contractor

shall develop an interim fire protection program where interruptions

involve in occupied spaces. Request in writing at least one week prior

to the planned interruption.

3.2 INSPECTION AND TEST

A. Preliminary Testing: Flush newly installed systems prior to performing

tests in order to remove any debris which may have been left as well as

ensuring piping is unobstructed. Manually demonstrate nitrogen

concentration in dry-pipe sprinkler system piping is at least 98%.

Hydrostatically test system, pneumatically test system, test air

compressor fill time to operating pressure within 30 minutes, and trip

test system as specified in NFPA 13, in the presence of the Contracting

Officers Representative (COR) or their designated representative. For

dry-pipe sprinkler systems with a quick-opening device, the system

shall be trip tested with the quick-opening device functioning and with

the quick-opening device disabled. Record the time to water delivery

for each test. Demonstrate pitch of pipe is in compliance with NFPA

13.

B. Final Inspection and Testing: Subject system to tests in accordance

with NFPA 13, and when all necessary corrections have been

accomplished, advise COR to schedule a final inspection and test.

Connection to the fire alarm system shall have been in service for at

least ten days prior to the final inspection, with adjustments made to

prevent false alarms. Furnish all instruments, labor and materials

required for the tests and provide the services of the installation

foreman or other competent representative of the installer to perform

the tests. Correct deficiencies and retest system as necessary, prior

to the final inspection and testing. Include the operation of all

features of the systems under normal operations in test. At the

21 13 16 - 11


VAMC Baltimore, MD

conclusion of final inspection and testing, blow out dry-pipe system

piping using compressed air. Verify piping is fully drained, including

low point drains.

C. Post-Final Inspection: One month after final inspection and testing,

the contractor shall manually verify that the system piping has a

nitrogen concentration of at least 98%. Advise COR to schedule post-

final inspection.

D. Final Contractual Acceptance: Final contractual acceptance will be

given after successful completion of the final inspection and testing

and post-final inspection. The warranty period shall begin after final

contractual acceptance.

3.3 INSTRUCTIONS

Furnish the services of a competent instructor for not less than two

hours for instructing personnel in the operation and maintenance of the

system on the dates requested by the COR.

- - - E N D - - -

21 13 16 - 12


VAMC Baltimore, MD

22 05 11 - 1

SECTION 22 05 11

COMMON WORK RESULTS FOR PLUMBING

PART 1 - GENERAL

1.1 DESCRIPTION

A. The requirements of this Section shall apply to all sections of

Division 22.

B. Definitions:

1. Exposed: Piping and equipment exposed to view in finished rooms.

C. Abbreviations/Acronyms:

1. ABS: Acrylonitrile Butadiene Styrene

2. AC: Alternating Current

3. ACR: Air Conditioning and Refrigeration

4. AI: Analog Input

5. AISI: American Iron and Steel Institute

6. AO: Analog Output

7. AWG: American Wire Gauge

8. BACnet: Building Automation and Control Network

9. BAg: Silver-Copper-Zinc Brazing Alloy

10. BAS: Building Automation System

11. BCuP: Silver-Copper-Phosphorus Brazing Alloy

12. BSG: Borosilicate Glass Pipe

13. CDA: Copper Development Association

14. C: Celsius

15. CLR: Color

16. CO: Carbon Monoxide

17. COR: Contracting Officer’s Representative

18. CPVC: Chlorinated Polyvinyl Chloride

19. CR: Chloroprene

20. CRS: Corrosion Resistant Steel

21. CWP: Cold Working Pressure

22. CxA: Commissioning Agent

23. db(A): Decibels (A weighted)

24. DDC: Direct Digital Control

25. DI: Digital Input

26. DISS: Diameter Index Safety System

27. DO: Digital Output

28. DVD: Digital Video Disc

29. DN: Diameter Nominal


VAMC Baltimore, MD

22 05 11 - 2

30. DWV: Drainage, Waste and Vent

31. ECC: Engineering Control Center

32. EPDM: Ethylene Propylene Diene Monomer

33. EPT: Ethylene Propylene Terpolymer

34. ETO: Ethylene Oxide

35. F: Fahrenheit

36. FAR: Federal Acquisition Regulations

37. FD: Floor Drain

38. FED: Federal

39. FG: Fiberglass

40. FNPT: Female National Pipe Thread

41. FPM: Fluoroelastomer Polymer

42. GPM: Gallons Per Minute

43. HDPE: High Density Polyethylene

44. Hg: Mercury

45. HOA: Hands-Off-Automatic

46. HP: Horsepower

47. HVE: High Volume Evacuation

48. ID: Inside Diameter

49. IPS: Iron Pipe Size

50. Kg: Kilogram

51. kPa: Kilopascal

52. lb: Pound

53. L/s: Liters Per Second

54. L/min: Liters Per Minute

55. MAWP: Maximum Allowable Working Pressure

56. MAX: Maximum

57. MED: Medical

58. m: Meter

59. MFG: Manufacturer

60. mg: Milligram

61. mg/L: Milligrams per Liter

62. ml: Milliliter

63. mm: Millimeter

64. MIN: Minimum

65. NF: Oil Free Dry (Nitrogen)

66. NPTF: National Pipe Thread Female

67. NPS: Nominal Pipe Size


VAMC Baltimore, MD

22 05 11 - 3

68. NPT: Nominal Pipe Thread

69. OD: Outside Diameter

70. OSD: Open Sight Drain

71. OS&Y: Outside Stem and Yoke

72. OXY: Oxygen

73. PBPU: Prefabricated Bedside Patient Units

74. PH: Power of Hydrogen

75. PLC: Programmable Logic Controllers

76. PP: Polypropylene

77. PPM: Parts per Million

78. PSIG: Pounds per Square Inch

79. PTFE: Polytetrafluoroethylene

80. PVC: Polyvinyl Chloride

81. PVDF: Polyvinylidene Fluoride

82. RAD: Radians

83. RO: Reverse Osmosis

84. RPM: Revolutions Per Minute

85. RTRP: Reinforced Thermosetting Resin Pipe

86. SCFM: Standard Cubic Feet Per Minute

87. SDI: Silt Density Index

88. SPEC: Specification

89. SPS: Sterile Processing Services

90. STD: Standard

91. SUS: Saybolt Universal Second

92. SWP: Steam Working Pressure

93. TEFC: Totally Enclosed Fan-Cooled

94. TFE: Tetrafluoroethylene

95. THHN: Thermoplastic High-Heat Resistant Nylon Coated Wire

96. THWN: Thermoplastic Heat & Water Resistant Nylon Coated Wire

97. T/P: Temperature and Pressure

98. USDA: U.S. Department of Agriculture

99. V: Volt

100. VAC: Vacuum

101. VA: Veterans Administration

102. VAMC: Veterans Administration Medical Center

103. VAC: Voltage in Alternating Current

104. WAGD: Waste Anesthesia Gas Disposal

105. WOG: Water, Oil, Gas


VAMC Baltimore, MD

22 05 11 - 4

1.2 RELATED WORK

A. Section 01 00 00, GENERAL REQUIREMENTS.

B. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

C. Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT.

D. Section 07 84 00, FIRESTOPPING.

E. Section 09 91 00, PAINTING.

F. Section 22 07 11, PLUMBING INSULATION.


A. The publications listed below shall form a part of this specification

to the extent referenced. The publications are referenced in the text

by the basic designation only.


ASME Boiler and Pressure Vessel Code -

BPVC Section IX-2013....Welding, Brazing, and Fusing Qualifications

B31.1-2012..............Power Piping


A36/A36M-2012...........Standard Specification for Carbon Structural

Steel

A575-96(R2013)e1........Standard Specification for Steel Bars, Carbon,

Merchant Quality, M-Grades

E84-2013a...............Standard Test Method for Surface Burning


E119-2012a..............Standard Test Methods for Fire Tests of

Building Construction and Materials

F1760-01(R2011).........Standard Specification for Coextruded

Poly(Vinyl Chloride) (PVC) Non-Pressure Plastic

Pipe Having Reprocessed-Recycled Content

D. International Code Council, (ICC):

IBC-2012................International Building Code

IPC-2012................International Plumbing Code

E. Manufacturers Standardization Society (MSS) of the Valve and Fittings

Industry, Inc:

SP-58-2009..............Pipe Hangers and Supports - Materials, Design,

Manufacture, Selection, Application and

Installation

SP-69-2003..............Pipe Hangers and Supports - Selection and

Application


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22 05 11 - 5

F. Military Specifications (MIL):

P-21035B................Paint High Zinc Dust Content, Galvanizing

Repair (Metric)

G. National Electrical Manufacturers Association (NEMA):

MG 1-2011...............Motors and Generators

H. National Fire Protection Association (NFPA):

51B-2014................Standard for Fire Prevention During Welding,

Cutting and Other Hot Work

54-2012.................National Fuel Gas Code

70-2014.................National Electrical Code (NEC)

I. NSF International (NSF):

5-2012..................Water Heaters, Hot Water Supply Boilers, and

Heat Recovery Equipment

14-2012.................Plastic Piping System Components and Related

Materials

61-2012.................Drinking Water System Components – Health

Effects

372-2011................Drinking Water System Components – Lead Content

J. Department of Veterans Affairs (VA):

PG-18-10................Plumbing Design Manual

PG-18-13-2011...........Barrier Free Design Guide

1.4 SUBMITTALS

A. Submittals, including number of required copies, shall be submitted in

accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, and

SAMPLES.

B. Information and material submitted under this section shall be marked

"SUBMITTED UNDER SECTION 22 05 11, COMMON WORK RESULTS FOR PLUMBING",

with applicable paragraph identification.

C. Contractor shall make all necessary field measurements and

investigations to assure that the equipment and assemblies will meet

contract requirements and will fit the space available.

D. If equipment is submitted which differs in arrangement from that shown,

provide drawings that show the rearrangement of all associated systems.

Approval will be given only if all features of the equipment and

associated systems, including accessibility, are equivalent to that

required by the contract.

E. Prior to submitting shop drawings for approval, contractor shall

certify in writing that manufacturers of all major items of equipment


VAMC Baltimore, MD

22 05 11 - 6

have each reviewed drawings and specifications, and have jointly

coordinated and properly integrated their equipment and controls to

provide a complete and efficient installation.

F. Installing Contractor shall provide lists of previous installations for

selected items of equipment. Contact persons who will serve as

references, with telephone numbers and e-mail addresses shall be

submitted with the references.

G. Manufacturer's Literature and Data: Manufacturer’s literature shall be

submitted under the pertinent section rather than under this section.

1. Electric motor data and variable speed drive data shall be submitted

with the driven equipment.

2. Equipment and materials identification.

3. Firestopping materials.

4. Hangers, inserts, supports and bracing. Provide load calculations

for variable spring and constant support hangers.

5. Wall, floor, and ceiling plates.

H. Submittals and shop drawings for interdependent items, containing

applicable descriptive information, shall be furnished together and

complete in a group. Coordinate and properly integrate materials and

equipment in each group to provide a completely compatible and

efficient installation. Final review and approvals will be made only by

groups.

I. Coordination Drawings: Complete consolidated and coordinated layout

drawings shall be submitted for all new systems, and for existing

systems that are in the same areas. The drawings shall include plan

views, elevations and sections of all systems and shall be on a scale

of not less than 1:32 (3/8 inch equal to one foot). Clearly identify

and dimension the proposed locations of the principal items of

equipment. The drawings shall clearly show the proposed location and

adequate clearance for all equipment, controls, piping, pumps, valves

and other items. All valves, trap primer valves, water hammer

arrestors, strainers, and equipment requiring service shall be provided

with an access door sized for the complete removal of plumbing device,

component, or equipment. Equipment foundations shall not be installed

until equipment or piping layout drawings have been approved. Detailed

layout drawings shall be provided for all piping systems. In addition,

details of the following shall be provided.

1. Mechanical equipment rooms.


VAMC Baltimore, MD

22 05 11 - 7

2. Interstitial space.

3. Hangers, inserts, supports, and bracing.

4. Pipe sleeves.

5. Equipment penetrations of floors, walls, ceilings, or roofs.

J. Maintenance Data and Operating Instructions:

1. Maintenance and operating manuals in accordance with Section 01 00

00, GENERAL REQUIREMENTS, Article, INSTRUCTIONS, for systems and

equipment. Include complete list indicating all components of the

systems with diagrams of the internal wiring for each item of

equipment.

2. Include listing of recommended replacement parts for keeping in

stock supply, including sources of supply, for equipment shall be

provided. The listing shall include belts for equipment: Belt

manufacturer, model number, size and style, and distinguished

whether of multiple belt sets.


A. Products Criteria:

1. Standard Products: Material and equipment shall be the standard

products of a manufacturer regularly engaged in the manufacture,

supply and servicing of the specified products for at least 5 years.

However, digital electronics devices, software and systems such as

controls, instruments, computer work station, shall be the current

generation of technology and basic design that has a proven

satisfactory service record of at least 5 years.

2. Equipment Service: There shall be permanent service organizations,

authorized and trained by manufacturers of the equipment supplied,

located within 160 km (100 miles) of the project. These

organizations shall come to the site and provide acceptable service

to restore operations within four hours of receipt of notification

by phone, e-mail or fax in event of an emergency, such as the shut-

down of equipment; or within 24 hours in a non-emergency. Names,

mail and e-mail addresses and phone numbers of service organizations

providing service under these conditions for (as applicable to the

project): pumps, compressors, water heaters, critical

instrumentation, computer workstation and programming shall be

submitted for project record and inserted into the operations and

maintenance manual.


VAMC Baltimore, MD

22 05 11 - 8

3. All items furnished shall be free from defects that would adversely

affect the performance, maintainability and appearance of individual

components and overall assembly.

4. The products and execution of work specified in Division 22 shall

conform to the referenced codes and standards as required by the

specifications. Local codes and amendments enforced by the local

code official shall be enforced, if required by local authorities

such as the natural gas supplier. If the local codes are more

stringent, then the local code shall apply. Any conflicts shall be

brought to the attention of the Contracting Officers Representative

(COR).

5. Multiple Units: When two or more units of materials or equipment of

the same type or class are required, these units shall be products

of one manufacturer.

6. Assembled Units: Manufacturers of equipment assemblies, which use

components made by others, assume complete responsibility for the

final assembled product.

7. Nameplates: Nameplate bearing manufacturer's name or identifiable

trademark shall be securely affixed in a conspicuous place on

equipment, or name or trademark cast integrally with equipment,

stamped or otherwise permanently marked on each item of equipment.

8. Asbestos products or equipment or materials containing asbestos

shall not be used.

9. Bio-Based Materials: For products designated by the USDA’s Bio-

Preferred Program, provide products that meet or exceed USDA

recommendations for bio-based content, so long as products meet all

performance requirements in this specifications section. For more

information regarding the product categories covered by the Bio-

Preferred Program, visit http://www.biopreferred.gov.

B. Welding: Before any welding is performed, contractor shall submit a

certificate certifying that welders comply with the following

requirements:

1. Qualify welding processes and operators for piping according to ASME

"Boiler and Pressure Vessel Code", Section IX, "Welding and Brazing

Qualifications".

2. Comply with provisions of ASME B31 series "Code for Pressure

Piping".

http://www.biopreferred.gov/


VAMC Baltimore, MD

22 05 11 - 9

3. Certify that each welder and welding operator has passed American

Welding Society (AWS) qualification tests for the welding processes

involved, and that certification is current.

4. All welds shall be stamped according to the provisions of the

American Welding Society.

C. Manufacturer's Recommendations: Where installation procedures or any

part thereof are required to be in accordance with the recommendations

of the manufacturer of the material being installed, printed copies of

these recommendations shall be furnished to the COR prior to

installation. Installation of the item will not be allowed to proceed

until the recommendations are received. Failure to furnish these

recommendations can be cause for rejection of the material.

D. Execution (Installation, Construction) Quality:

1. All items shall be applied and installed in accordance with

manufacturer's written instructions. Conflicts between the

manufacturer's instructions and the contract documents shall be

referred to the COR for resolution. Printed copies or electronic

files of manufacturer’s installation instructions shall be provided

to the COR at least 10 working days prior to commencing installation

of any item.

2. All items that require access, such as for operating, cleaning,

servicing, maintenance, and calibration, shall be easily and safely

accessible by persons standing at floor level, or standing on

permanent platforms, without the use of portable ladders. Examples

of these items include, but are not limited to: all types of valves,

filters and strainers, transmitters, and control devices. Prior to

commencing installation work, refer conflicts between this

requirement and contract documents to COR for resolution.

3. Complete layout drawings shall be required by Paragraph, SUBMITTALS.

Construction work shall not start on any system until the layout

drawings have been approved by VA.

4. Installer Qualifications: Installer shall be licensed and shall

provide evidence of the successful completion of at least five

projects of equal or greater size and complexity. Provide tradesmen

skilled in the appropriate trade.

5. If an installation is unsatisfactory to the COR, the Contractor

shall correct the installation at no additional cost or additional

time to the Government.


VAMC Baltimore, MD

22 05 11 - 10

E. Guaranty: Warranty of Construction, FAR clause 52.246-21.

F. Plumbing Systems: IPC, International Plumbing Code. Unless otherwise

required herein, perform plumbing work in accordance with the latest

version of the IPC. For IPC codes referenced in the contract documents,

advisory provisions shall be considered mandatory, the word “should”

shall be interpreted as “shall”. Reference to the “code official” or

“owner” shall be interpreted to mean the COR.

G. Cleanliness of Piping and Equipment Systems:

1. Care shall be exercised in the storage and handling of equipment and

piping material to be incorporated in the work. Debris arising from

cutting, threading and welding of piping shall be removed.

2. Piping systems shall be flushed, blown or pigged as necessary to

deliver clean systems.

3. The interior of all tanks shall be cleaned prior to delivery and

beneficial use by the Government. All piping shall be tested in

accordance with the specifications and the International Plumbing

Code (IPC). All filters, strainers, fixture faucets shall be flushed

of debris prior to final acceptance.

4. Contractor shall be fully responsible for all costs, damage, and

delay arising from failure to provide clean systems.

1.6 DELIVERY, STORAGE AND HANDLING

A. Protection of Equipment:

1. Equipment and material placed on the job site shall remain in the

custody of the Contractor until phased acceptance, whether or not

the Government has reimbursed the Contractor for the equipment and

material. The Contractor is solely responsible for the protection of

such equipment and material against any damage.

2. Damaged equipment shall be replaced with an identical unit as

determined and directed by the COR. Such replacement shall be at no

additional cost or additional time to the Government.

3. Interiors of new equipment and piping systems shall be protected

against entry of foreign matter. Both inside and outside shall be

cleaned before painting or placing equipment in operation.

4. Existing equipment and piping being worked on by the Contractor

shall be under the custody and responsibility of the Contractor and

shall be protected as required for new work.


VAMC Baltimore, MD

22 05 11 - 11

1.7 AS-BUILT DOCUMENTATION

A. Submit manufacturer’s literature and data updated to include submittal

review comments and any equipment substitutions.

B. Submit operation and maintenance data updated to include submittal

review comments, substitutions and construction revisions shall be

inserted into a three ring binder. All aspects of system operation and

maintenance procedures, including piping isometrics, wiring diagrams of

all circuits, a written description of system design, control logic,

and sequence of operation shall be included in the operation and

maintenance manual. The operations and maintenance manual shall include

troubleshooting techniques and procedures for emergency situations.

Notes on all special systems or devices such as damper and door closure

interlocks shall be included. A List of recommended spare parts

(manufacturer, model number, and quantity) shall be furnished.

Information explaining any special knowledge or tools the owner will be

required to employ shall be inserted into the As-Built documentation.

C. The installing contractor shall maintain as-built drawings of each

completed phase for verification; and, shall provide the complete set

at the time of final systems certification testing. As-built drawings

are to be provided, and a copy of them on Auto-Cad provided on compact

disk or DVD. Should the installing contractor engage the testing

company to provide as-built or any portion thereof, it shall not be

deemed a conflict of interest or breach of the ‘third party testing

company’ requirement.

D. Certification documentation shall be provided prior to submitting the

request for final inspection. The documentation shall include all test

results, the names of individuals performing work for the testing

agency on this project, detailed procedures followed for all tests, and

a certification that all results of tests were within limits specified.

PART 2 - PRODUCTS

2.1 MATERIALS FOR VARIOUS SERVICES

A. Non-pressure PVC pipe shall contain a minimum of 25 percent recycled

content. Steel pipe shall contain a minimum of 25 percent recycled

content.

B. Plastic pipe, fittings and solvent cement shall meet NSF 14 and shall

bear the NSF seal “NSF-PW”. Polypropylene pipe and fittings shall


VAMC Baltimore, MD

22 05 11 - 12

comply with NSF 14 and NSF 61. Solder or flux containing lead shall not

be used with copper pipe.

C. Material or equipment containing a weighted average of greater than

0.25 percent lead shall not be used in any potable water system

intended for human consumption, and shall be certified in accordance

with NSF 61 or NSF 372.

D. In-line devices such as water meters, building valves, check valves,

stops, valves, fittings, tanks and backflow preventers shall comply

with NSF 61 and NSF 372.

E. End point devices such as drinking fountains, lavatory faucets, kitchen

and bar faucets, ice makers supply stops, and end-point control valves

used to dispense drinking water must meet requirements of NSF 61 and

NSF 372.

2.2 FACTORY-ASSEMBLED PRODUCTS

A. Standardization of components shall be maximized to reduce spare part

requirements.

B. Manufacturers of equipment assemblies that include components made by

others shall assume complete responsibility for final assembled unit.

1. All components of an assembled unit need not be products of same

manufacturer.

2. Constituent parts that are alike shall be products of a single

manufacturer.

3. Components shall be compatible with each other and with the total

assembly for intended service.

4. Contractor shall guarantee performance of assemblies of components,

and shall repair or replace elements of the assemblies as required

to deliver specified performance of the complete assembly at no

additional cost or time to the Government.

C. Components of equipment shall bear manufacturer's name and trademark,

model number, serial number and performance data on a name plate

securely affixed in a conspicuous place, or cast integral with, stamped

or otherwise permanently marked upon the components of the equipment.

D. Major items of equipment, which serve the same function, shall be the

same make and model.

2.3 COMPATIBILITY OF RELATED EQUIPMENT

A. Equipment and materials installed shall be compatible in all respects

with other items being furnished and with existing items so that the


VAMC Baltimore, MD

22 05 11 - 13

result will be a complete and fully operational system that conforms to

contract requirements.

2.4 EQUIPMENT AND MATERIALS IDENTIFICATION

A. Use symbols, nomenclature and equipment numbers specified, shown on the

drawings, or shown in the maintenance manuals. Coordinate equipment and

valve identification with local VAMC shops. In addition, provide bar

code identification nameplate for all equipment which will allow the

equipment identification code to be scanned into the system for

maintenance and inventory tracking. Identification for piping is

specified in Section 09 91 00, PAINTING.

B. Interior (Indoor) Equipment: Engraved nameplates, with letters not less

than 7 mm (3/16 inch) high of brass with black-filled letters, or rigid

black plastic with white letters specified in Section 09 91 00,

PAINTING shall be permanently fastened to the equipment. Unit

components such as water heaters, tanks, coils, filters, etc. shall be

identified.

C. Exterior (Outdoor) Equipment: Brass nameplates, with engraved black

filled letters, not less than 7 mm (3/16 inch) high riveted or bolted

to the equipment.

D. Control Items: All temperature, pressure, and controllers shall be

labeled and the component’s function identified. Identify and label

each item as they appear on the control diagrams.

E. Valve Tags and Lists:

1. Plumbing: All valves shall be provided with valve tags and listed on

a valve list (Fixture stops not included).

2. Valve tags: Engraved black filled numbers and letters not less than

15 mm (1/2 inch) high for number designation, and not less than 8 mm

(1/4 inch) for service designation on 19 gage, 40 mm (1-1/2 inches)

round brass disc, attached with brass "S" hook or brass chain.

3. Valve lists: Valve lists shall be created using a word processing

program and printed on plastic coated cards. The plastic coated

valve list card(s), sized 215 mm (8-1/2 inches) by 275 mm (11

inches) shall show valve tag number, valve function and area of

control for each service or system. The valve list shall be in a

punched 3-ring binder notebook. An additional copy of the valve list

shall be mounted in picture frames for mounting to a wall. COR shall

instruct contractor where frames shall be mounted.


VAMC Baltimore, MD

22 05 11 - 14

4. A detailed plan for each floor of the building indicating the

location and valve number for each valve shall be provided in the

3-ring binder notebook. Each valve location shall be identified with

a color coded sticker or thumb tack in ceiling or access door.

2.5 FIRESTOPPING

A. Section 07 84 00, FIRESTOPPING specifies an effective barrier against

the spread of fire, smoke and gases where penetrations occur for

piping. Refer to Section 22 07 11, PLUMBING INSULATION, for pipe

insulation.

2.6 GALVANIZED REPAIR COMPOUND

A. Mil. Spec. DOD-P-21035B, paint.

2.7 PIPE AND EQUIPMENT SUPPORTS AND RESTRAINTS

A. In lieu of the paragraph which follows, suspended equipment support and

restraints may be designed and installed in accordance with the

International Building Code (IBC) requirements, or the following

paragraphs of this Section shall be stamped and signed by a

professional engineer registered in the state where the project is

located. The Support system of suspended equipment over 227 kg (500

pounds) shall be submitted for approval of the COR in all cases. See

the above specifications for lateral force design requirements.

B. Type Numbers Specified: For materials, design, manufacture, selection,

application, and installation refer to MSS SP-58. For selection and

application refer to MSS SP-69.

C. For Attachment to Concrete Construction:

1. Concrete insert: Type 18, MSS SP-58.

2. Self-drilling expansion shields and machine bolt expansion anchors:

Permitted in concrete not less than 100 mm (4 inches) thick when

approved by the COR for each job condition.

3. Power-driven fasteners: Permitted in existing concrete or masonry

not less than 100 mm (4 inches) thick when approved by the COR for

each job condition.

D. For Attachment to Steel Construction: MSS SP-58.

1. Welded attachment: Type 22.

2. Beam clamps: Types 20, 21, 28 or 29. Type 23 C-clamp may be used for

individual copper tubing up to 23 mm (7/8 inch) outside diameter.

E. Attachment to Metal Pan or Deck: As required.

F. For Attachment to Wood Construction: Wood screws or lag bolts.


VAMC Baltimore, MD

22 05 11 - 15

G. Hanger Rods: Hot-rolled steel, ASTM A36/A36M or ASTM A575 for allowable

load listed in MSS SP-58. For piping, provide adjustment means for

controlling level or slope. Types 13 or 15 turn-buckles shall provide

40 mm (1-1/2 inches) minimum of adjustment and incorporate locknuts.

All-thread rods are acceptable.

H. Multiple (Trapeze) Hangers: Galvanized, cold formed, lipped steel

channel horizontal member, not less than 43 mm by 43 mm (1-5/8 inches

by 1-5/8 inches), 2.7 mm (No. 12 gage), designed to accept special

spring held, hardened steel nuts.

1. Allowable hanger load: Manufacturers rating less 91kg (200 pounds).

2. Guide individual pipes on the horizontal member of every other

trapeze hanger with 8 mm (1/4 inch) U-bolt fabricated from steel

rod. Provide Type 40 insulation shield, secured by two 15 mm (1/2

inch) galvanized steel bands, or insulated calcium silicate shield

for insulated piping at each hanger.

I. Pipe Hangers and Supports: (MSS SP-58), use hangers sized to encircle

insulation on insulated piping. Refer to Section 22 07 11, PLUMBING

INSULATION for insulation thickness. To protect insulation, provide

Type 39 saddles for roller type supports or insulated calcium silicate

shields. Provide Type 40 insulation shield or insulated calcium

silicate shield at all other types of supports and hangers including

those for insulated piping.

1. General Types (MSS SP-58):

a. Standard clevis hanger: Type 1; provide locknut.

b. Riser clamps: Type 8.

c. Wall brackets: Types 31, 32 or 33.

d. Roller supports: Type 41, 43, 44 and 46.

e. Saddle support: Type 36, 37 or 38.

f. Turnbuckle: Types 13 or 15.

g. U-bolt clamp: Type 24.

h. Copper Tube:

1) Hangers, clamps and other support material in contact with

tubing shall be painted with copper colored epoxy paint,

copper-coated, plastic coated or taped with isolation tape to

prevent electrolysis.

2) For vertical runs use epoxy painted, copper-coated or plastic

coated riser clamps.


VAMC Baltimore, MD

22 05 11 - 16

3) For supporting tube to strut: Provide epoxy painted pipe

straps for copper tube or plastic inserted vibration isolation

clamps.

4) Insulated Lines: Provide pre-insulated calcium silicate

shields sized for copper tube.

i. Supports for plastic or glass piping: As recommended by the pipe

manufacturer with black rubber tape extending one inch beyond

steel support or clamp.

j. Spring hangers are required on all plumbing system pumps one

horsepower and greater.

2. Plumbing Piping (Other Than General Types):

a. Horizontal piping: Type 1, 5, 7, 9, and 10.

b. Chrome plated piping: Chrome plated supports.

c. Hangers and supports in pipe chase: Prefabricated system ABS

self-extinguishing material, not subject to electrolytic action,

to hold piping, prevent vibration and compensate for all static

and operational conditions.

d. Blocking, stays and bracing: Angle iron or preformed metal

channel shapes, 1.3 mm (18 gage) minimum.

J. Pre-insulated Calcium Silicate Shields:

1. Provide 360 degree water resistant high density 965 kPa (140 psig)

compressive strength calcium silicate shields encased in galvanized

metal.

2. Pre-insulated calcium silicate shields to be installed at the point

of support during erection.

3. Shield thickness shall match the pipe insulation.

4. The type of shield is selected by the temperature of the pipe, the

load it must carry, and the type of support it will be used with.

a. Shields for supporting cold water shall have insulation that

extends a minimum of 25 mm (1 inch) past the sheet metal.

b. The insulated calcium silicate shield shall support the maximum

allowable water filled span as indicated in MSS SP-69. To support

the load, the shields shall have one or more of the following

features: structural inserts 4138 kPa (600 psig) compressive

strength, an extra bottom metal shield, or formed structural

steel (ASTM A36/A36M) wear plates welded to the bottom sheet

metal jacket.


VAMC Baltimore, MD

22 05 11 - 17

5. Shields may be used on steel clevis hanger type supports, trapeze

hangers, roller supports or flat surfaces.

2.8 PIPE PENETRATIONS

A. Pipe penetration sleeves shall be installed for all pipe other than

rectangular blocked out floor openings for risers in mechanical bays.

B. Pipe penetration sleeve materials shall comply with all firestopping

requirements for each penetration.

C. To prevent accidental liquid spills from passing to a lower level,

provide the following:

1. For sleeves: Extend sleeve 25 mm (1 inch) above finished floor and

provide sealant for watertight joint.

2. For blocked out floor openings: Provide 40 mm (1-1/2 inch) angle set

in silicone adhesive around opening.

3. For drilled penetrations: Provide 40 mm (1-1/2 inch) angle ring or

square set in silicone adhesive around penetration.

D. Penetrations are not allowed through beams or ribs, but may be

installed in concrete beam flanges, with structural engineer prior

approval. Any deviation from these requirements must receive prior

approval of COR.

E. Sheet metal, plastic, or moisture resistant fiber sleeves shall be

provided for pipe passing through floors, interior walls, and

partitions, unless brass or steel pipe sleeves are specifically called

for below.

F. Cast iron or zinc coated pipe sleeves shall be provided for pipe

passing through exterior walls below grade. The space between the

sleeve and pipe shall be made watertight with a modular or link rubber

seal. The link seal shall be applied at both ends of the sleeve.

G. Galvanized steel or an alternate black iron pipe with asphalt coating

sleeves shall be for pipe passing through concrete beam flanges, except

where brass pipe sleeves are called for. A galvanized steel sleeve

shall be provided for pipe passing through floor of mechanical rooms,

laundry work rooms, and animal rooms above basement. Except in

mechanical rooms, sleeves shall be connected with a floor plate.

H. Brass Pipe Sleeves shall be provided for pipe passing through quarry

tile, terrazzo or ceramic tile floors. The sleeve shall be connected

with a floor plate.

I. Sleeve clearance through floors, walls, partitions, and beam flanges

shall be 25 mm (1 inch) greater in diameter than external diameter of


VAMC Baltimore, MD

22 05 11 - 18

pipe. Sleeve for pipe with insulation shall be large enough to

accommodate the insulation plus 25 mm (1 inch) in diameter. Interior

openings shall be caulked tight with firestopping material and sealant

to prevent the spread of fire, smoke, water and gases.

J. Sealant and Adhesives: Bio-based materials shall be utilized when

possible.

K. Pipe passing through roof shall be installed through a 4.9 kg per

square meter copper flashing with an integral skirt or flange. Skirt or

flange shall extend not less than 200 mm (8 inches) from the pipe and

set in a solid coating of bituminous cement. Extend flashing a minimum

of 250 mm (10 inches) up the pipe. Pipe passing through a waterproofing

membrane shall be provided with a clamping flange. The annular space

between the sleeve and pipe shall be sealed watertight.

2.9 TOOLS AND LUBRICANTS

A. Furnish, and turn over to the COR, special tools not readily available

commercially, that are required for disassembly or adjustment of

equipment and machinery furnished.

B. Grease Guns with Attachments for Applicable Fittings: One for each type

of grease required for each motor or other equipment.

C. Tool Containers: metal, permanently identified for intended service and

mounted, or located, where directed by the COR.

D. Lubricants: A minimum of 0.95 L (1 quart) of oil, and 0.45 kg (1 pound)

of grease, of equipment manufacturer's recommended grade and type, in

unopened containers and properly identified as to use for each

different application. Bio-based materials shall be utilized when

possible.

2.10 WALL, FLOOR AND CEILING PLATES

A. Material and Type: Chrome plated brass or chrome plated steel, one

piece or split type with concealed hinge, with set screw for fastening

to pipe, or sleeve. Use plates that fit tight around pipes, cover

openings around pipes and cover the entire pipe sleeve projection.

B. Thickness: Not less than 2.4 mm (3/32 inch) for floor plates. For wall

and ceiling plates, not less than 0.64 mm (0.025 inch) for up to 75 mm

(3 inch) pipe, 0.89 mm (0.035 inch) for larger pipe.

C. Locations: Use where pipe penetrates floors, walls and ceilings in

exposed locations, in finished areas only. Wall plates shall be used

where insulation ends on exposed water supply pipe drop from overhead.


VAMC Baltimore, MD

22 05 11 - 19

A watertight joint shall be provided in spaces where brass or steel

pipe sleeves are specified.

2.11 ASBESTOS

A. Materials containing asbestos are not permitted.

PART 3 - EXECUTION

3.1 ARRANGEMENT AND INSTALLATION OF EQUIPMENT AND PIPING

A. Location of piping, sleeves, inserts, hangers, and equipment, access

provisions shall be coordinated with the work of all trades. Piping,

sleeves, inserts, hangers, and equipment shall be located clear of

windows, doors, openings, light outlets, and other services and

utilities. Equipment layout drawings shall be prepared to coordinate

proper location and personnel access of all facilities. The drawings

shall be submitted for review.

B. Manufacturer's published recommendations shall be followed for

installation methods not otherwise specified.

C. Operating Personnel Access and Observation Provisions: All equipment

and systems shall be arranged to provide clear view and easy access,

without use of portable ladders, for maintenance, testing and operation

of all devices including, but not limited to: all equipment items,

valves, backflow preventers, filters, strainers, transmitters, sensors,

meters and control devices. All gages and indicators shall be clearly

visible by personnel standing on the floor or on permanent platforms.

Maintenance and operating space and access provisions that are shown on

the drawings shall not be changed nor reduced.

D. Structural systems necessary for pipe and equipment support shall be

coordinated to permit proper installation.

E. Location of pipe sleeves, trenches and chases shall be accurately

coordinated with equipment and piping locations.

F. Cutting Holes:

1. Holes shall be located to avoid interference with structural members

such as beams or grade beams. Holes shall be laid out in advance and

drilling done only after approval by COR. If the Contractor

considers it necessary to drill through structural members, this

matter shall be referred to COR for approval.

2. Waterproof membrane shall not be penetrated. Pipe floor penetration

block outs shall be provided outside the extents of the waterproof

membrane.


VAMC Baltimore, MD

22 05 11 - 20

3. Holes through concrete and masonry shall be cut by rotary core

drill. Pneumatic hammer, impact electric, and hand or manual hammer

type drill will not be allowed, except as permitted by COR where

working area space is limited.

G. Minor Piping: Generally, small diameter pipe runs from drips and

drains, water cooling, and other services are not shown but must be

provided.

H. Protection and Cleaning:

1. Equipment and materials shall be carefully handled, properly stored,

and adequately protected to prevent damage before and during

installation, in accordance with the manufacturer's recommendations

and as approved by the COR. Damaged or defective items in the

opinion of the COR, shall be replaced at no additional cost or time

to the Government.

2. Protect all finished parts of equipment, such as shafts and bearings

where accessible, from rust prior to operation by means of

protective grease coating and wrapping. Close pipe openings with

caps or plugs during installation. Pipe openings, equipment, and

plumbing fixtures shall be tightly covered against dirt or

mechanical injury. At completion of all work thoroughly clean

fixtures, exposed materials and equipment.

I. Concrete and Grout: Concrete and shrink compensating grout 25 MPa (3000

psig) minimum shall be used for all pad or floor mounted equipment.

J. Gages, thermometers, valves and other devices shall be installed with

due regard for ease in reading or operating and maintaining said

devices. Thermometers and gages shall be located and positioned to be

easily read by operator or staff standing on floor or walkway provided.

Servicing shall not require dismantling adjacent equipment or pipe

work.

K. Interconnection of Controls and Instruments: Electrical interconnection

is generally not shown but shall be provided. This includes

interconnections of sensors, transmitters, transducers, control

devices, control and instrumentation panels, alarms, instruments and

computer workstations. Comply with NFPA 70.

L. Work in Existing Building:

1. Perform as specified in Article, OPERATIONS AND STORAGE AREAS,

Article, ALTERATIONS, and Article, RESTORATION of the Section 01 00


VAMC Baltimore, MD

22 05 11 - 21

00, GENERAL REQUIREMENTS for relocation of existing equipment,

alterations and restoration of existing building(s).

2. As specified in Section 01 00 00, GENERAL REQUIREMENTS, Article,

OPERATIONS AND STORAGE AREAS, make alterations to existing service

piping at times that will cause the least interfere with normal

operation of the facility.

M. Work in Animal Research Areas: Seal all pipe penetrations with silicone

sealant to prevent entrance of insects.

N. Work in bathrooms, restrooms, housekeeping closets: All pipe

penetrations behind escutcheons shall be sealed with plumbers putty.

O. Switchgear Drip Protection: Every effort shall be made to eliminate the

installation of pipe above data equipment, and electrical and telephone

switchgear. If this is not possible, encase pipe in a second pipe with

a minimum of joints. Drain valve shall be provided in low point of

casement pipe.

P. Inaccessible Equipment:

1. Where the Government determines that the Contractor has installed

equipment not conveniently accessible for operation and maintenance,

equipment shall be removed and reinstalled or remedial action

performed as directed at no additional cost or additional time to

the Government.

2. The term "conveniently accessible" is defined as capable of being

reached without the use of ladders, or without climbing or crawling

under or over obstacles such as electrical conduit, motors, fans,

pumps, belt guards, transformers, high voltage lines, piping, and

ductwork.

3.2 TEMPORARY PIPING AND EQUIPMENT

A. Continuity of operation of existing facilities may require temporary

installation or relocation of equipment and piping. Temporary equipment

or pipe installation or relocation shall be provided to maintain

continuity of operation of existing facilities.

B. The Contractor shall provide all required facilities in accordance with

the requirements of phased construction and maintenance of service. All

piping and equipment shall be properly supported, sloped to drain,

operate without excessive stress, and shall be insulated where injury

can occur to personnel by contact with operating facilities. The

requirements of paragraph 3.1 shall apply.


VAMC Baltimore, MD

22 05 11 - 22

C. Temporary facilities and piping shall be completely removed back to the

nearest active distribution branch or main pipe line and any openings

in structures sealed. Dead legs are not allowed in potable water

systems. Necessary blind flanges and caps shall be provided to seal

open piping remaining in service.

3.3 RIGGING

A. Openings in building structures shall be planned to accommodate design

scheme.

B. Alternative methods of equipment delivery may be offered and will be

considered by Government under specified restrictions of phasing and

service requirements as well as structural integrity of the building.

C. All openings in the building shall be closed when not required for

rigging operations to maintain proper environment in the facility for

Government operation and maintenance of service.

D. Contractor shall provide all facilities required to deliver specified

equipment and place on foundations. Attachments to structures for

rigging purposes and support of equipment on structures shall be

Contractor's full responsibility.

E. Contractor shall check all clearances, weight limitations and shall

provide a rigging plan designed by a Registered Professional Engineer.

All modifications to structures, including reinforcement thereof, shall

be at Contractor's cost, time and responsibility.

F. Rigging plan and methods shall be referred to COR for evaluation prior

to actual work.

3.4 PIPE AND EQUIPMENT SUPPORTS

A. Where hanger spacing does not correspond with joist or rib spacing, use

structural steel channels secured directly to joist and rib structure

that will correspond to the required hanger spacing, and then suspend

the equipment and piping from the channels. Holes shall be drilled or

burned in structural steel ONLY with the prior written approval of the

COR.

B. The use of chain pipe supports, wire or strap hangers; wood for

blocking, stays and bracing, or hangers suspended from piping above

shall not be permitted. Rusty products shall be replaced.

C. Hanger rods shall be used that are straight and vertical. Turnbuckles

for vertical adjustments may be omitted where limited space prevents

use. A minimum of 15 mm (1/2 inch) clearance between pipe or piping

covering and adjacent work shall be provided.


VAMC Baltimore, MD

22 05 11 - 23

D. For horizontal and vertical plumbing pipe supports, refer to the

International Plumbing Code (IPC) and these specifications.

E. Overhead Supports:

1. The basic structural system of the building is designed to sustain

the loads imposed by equipment and piping to be supported overhead.

2. Provide steel structural members, in addition to those shown, of

adequate capability to support the imposed loads, located in

accordance with the final approved layout of equipment and piping.

3. Tubing and capillary systems shall be supported in channel troughs.

F. Floor Supports:

1. Provide concrete bases, concrete anchor blocks and pedestals, and

structural steel systems for support of equipment and piping.

Concrete bases and structural systems shall be anchored and doweled

to resist forces under operating and seismic conditions (if

applicable) without excessive displacement or structural failure.

2. Bases and supports shall not be located and installed until

equipment mounted thereon has been approved. Bases shall be sized to

match equipment mounted thereon plus 50 mm (2 inch) excess on all

edges. Structural drawings shall be reviewed for additional

requirements. Bases shall be neatly finished and smoothed, shall

have chamfered edges at the top, and shall be suitable for painting.

3. All equipment shall be shimmed, leveled, firmly anchored, and

grouted with epoxy grout. Anchor bolts shall be placed in sleeves,

anchored to the bases. Fill the annular space between sleeves and

bolts with a grout material to permit alignment and realignment.

3.5 LUBRICATION

A. All equipment and devices requiring lubrication shall be lubricated

prior to initial operation. All devices and equipment shall be field

checked for proper lubrication.

B. All devices and equipment shall be equipped with required lubrication

fittings. A minimum of one liter (one quart) of oil and 0.45 kg (1

pound) of grease of manufacturer's recommended grade and type for each

different application shall be provided. All materials shall be

delivered to COR in unopened containers that are properly identified as

to application.

C. A separate grease gun with attachments for applicable fittings shall be

provided for each type of grease applied.


VAMC Baltimore, MD

22 05 11 - 24

D. All lubrication points shall be accessible without disassembling

equipment, except to remove access plates.

E. All lubrication points shall be extended to one side of the equipment.

3.6 PLUMBING SYSTEMS DEMOLITION

A. Rigging access, other than indicated on the drawings, shall be provided

after approval for structural integrity by the COR. Such access shall

be provided without additional cost or time to the Government. Where

work is in an operating plant, approved protection from dust and debris

shall be provided at all times for the safety of plant personnel and

maintenance of plant operation and environment of the plant.

B. In an operating plant, cleanliness and safety shall be maintained. The

plant shall be kept in an operating condition. Government personnel

will be carrying on their normal duties of operating, cleaning and

maintaining equipment and plant operation. Work shall be confined to

the immediate area concerned; maintain cleanliness and wet down

demolished materials to eliminate dust. Dust and debris shall not be

permitted to accumulate in the area to the detriment of plant

operation. All flame cutting shall be performed to maintain the fire

safety integrity of this plant. Adequate fire extinguishing facilities

shall be available at all times. All work shall be performed in

accordance with recognized fire protection standards including NFPA

51B. Inspections will be made by personnel of the VA Medical Center,

and the Contractor shall follow all directives of the COR with regard

to rigging, safety, fire safety, and maintenance of operations.

C. Unless specified otherwise, all piping, wiring, conduit, and other

devices associated with the equipment not re-used in the new work shall

be completely removed from Government property per Section 01 74 19,

CONSTRUCTION WASTE MANAGEMENT. This includes all concrete equipment

pads, pipe, valves, fittings, insulation, and all hangers including the

top connection and any fastenings to building structural systems. All

openings shall be sealed after removal of equipment, pipes, ducts, and

other penetrations in roof, walls, floors, in an approved manner and in

accordance with plans and specifications where specifically covered.

Structural integrity of the building system shall be maintained.

Reference shall also be made to the drawings and specifications of the

other disciplines in the project for additional facilities to be

demolished or handled.


VAMC Baltimore, MD

22 05 11 - 25

D. All valves including gate, globe, ball, butterfly and check, all

pressure gages and thermometers with wells shall remain Government

property and shall be removed and delivered to COR and stored as

directed. The Contractor shall remove all other material and equipment,

devices and demolition debris under these plans and specifications.

Such material shall be removed from Government property expeditiously

and shall not be allowed to accumulate. Coordinate with the COR and

Infection Control.

3.7 CLEANING AND PAINTING

A. Prior to final inspection and acceptance of the plant and facilities

for beneficial use by the Government, the plant facilities, equipment

and systems shall be thoroughly cleaned and painted.

B. In addition, the following special conditions apply:

1. Cleaning shall be thorough. Solvents, cleaning materials and methods

recommended by the manufacturers shall be used for the specific

tasks. All rust shall be removed prior to painting and from surfaces

to remain unpainted. Scratches, scuffs, and abrasions shall be

repaired prior to applying prime and finish coats.

2. The following Material and Equipment shall NOT be painted:

a. Motors, controllers, control switches, and safety switches.

b. Control and interlock devices.

c. Regulators.

d. Pressure reducing valves.

e. Control valves and thermostatic elements.

f. Lubrication devices and grease fittings.

g. Copper, brass, aluminum, stainless steel and bronze surfaces.

h. Valve stems and rotating shafts.

i. Pressure gages and thermometers.

j. Glass.

k. Name plates.

3. Control and instrument panels shall be cleaned and damaged surfaces

repaired. Touch-up painting shall be made with matching paint type

and color obtained from manufacturer or computer matched.

4. Pumps, motors, steel and cast iron bases, and coupling guards shall

be cleaned, and shall be touched-up with the same paint type and

color as utilized by the pump manufacturer.

5. 6. The final result shall be a smooth, even-colored, even-textured

factory finish on all items. The entire piece of equipment shall be


VAMC Baltimore, MD

22 05 11 - 26

repainted, if necessary, to achieve this. Lead based paints shall

not be used.

3.8 IDENTIFICATION SIGNS

A. Laminated plastic signs, with engraved lettering not less than 7 mm

(3/16 inch) high, shall be provided that designates equipment function,

for all equipment, switches, motor controllers, relays, meters, control

devices, including automatic control valves. Nomenclature and

identification symbols shall correspond to that used in maintenance

manual, and in diagrams specified elsewhere. Attach by chain, adhesive,

or screws.

B. Factory Built Equipment: Metal plate, securely attached, with name and

address of manufacturer, serial number, model number, size, and

performance data shall be placed on factory built equipment.

C. Pipe Identification: Refer to Section 09 91 00, PAINTING.

3.9 STARTUP AND TEMPORARY OPERATION

A. Startup of equipment shall be performed as described in the equipment

specifications. Vibration within specified tolerance shall be verified

prior to extended operation.

3.10 OPERATING AND PERFORMANCE TESTS

A. Prior to the final inspection, all required tests shall be performed as

specified in Section 01 00 00, GENERAL REQUIREMENTS, Article, TESTS and

submit the test reports and records to the COR.

B. Should evidence of malfunction in any tested system, or piece of

equipment or component part thereof, occur during or as a result of

tests, make proper corrections, repairs or replacements, and repeat

tests at no additional cost to the Government.

C. When completion of certain work or systems occurs at a time when final

control settings and adjustments cannot be properly made to make

performance tests, then conduct such performance tests and finalize

control settings during the first actual seasonal use of the respective

systems following completion of work. Rescheduling of these tests shall

be requested in writing to COR for approval.

3.11 OPERATION AND MAINTENANCE MANUALS

A. All new and temporary equipment and all elements of each assembly shall

be included.

B. Data sheet on each device listing model, size, capacity, pressure,

speed, horsepower, impeller size, and other information shall be

included.


VAMC Baltimore, MD

22 05 11 - 27

C. Manufacturer’s installation, maintenance, repair, and operation

instructions for each device shall be included. Assembly drawings and

parts lists shall also be included. A summary of operating precautions

and reasons for precautions shall be included in the Operations and

Maintenance Manual.

D. Lubrication instructions, type and quantity of lubricant shall be

included.

E. Schematic diagrams and wiring diagrams of all control systems corrected

to include all field modifications shall be included.

F. Set points of all interlock devices shall be listed.

G. Trouble-shooting guide for the control system troubleshooting shall be

inserted into the Operations and Maintenance Manual.

H. The control system sequence of operation corrected with submittal

review comments shall be inserted into the Operations and Maintenance

Manual.

I. Emergency procedures for shutdown and startup of equipment and systems.

- - - E N D - - -


VAMC Baltimore, MD

22 07 11 - 1

SECTION 22 07 11

PLUMBING INSULATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. Field applied insulation for thermal efficiency and condensation

control for the following:

1. Plumbing piping and equipment.

B. Definitions:

1. ASJ: All Service Jacket, Kraft paper, white finish facing or jacket.

2. Air conditioned space: Space having air temperature and/or humidity

controlled by mechanical equipment.

3. All insulation systems installed within supply, return, exhaust,

relief and ventilation air plenums shall be limited to uninhabited

crawl spaces, areas above a ceiling or below the floor, attic

spaces, interiors of air conditioned or heating ducts, and

mechanical equipment rooms shall be noncombustible or shall be

listed and labeled as having a flame spread indexes of not more than

25 and a smoke-developed index of not more than 50 when tested in

accordance with ASTM E84 or UL 723. Note: ICC IMC, Section 602.2.1.

4. Cold: Equipment or piping handling media at design temperature of 15

degrees C (60 degrees F) or below.

5. Concealed: Piping above ceilings and in chases, interstitial space,

and pipe spaces.

6. Exposed: Piping and equipment exposed to view in finished areas

including mechanical equipment rooms or exposed to outdoor weather.

Shafts, chases, interstitial spaces, unfinished attics, crawl spaces

and pipe basements are not considered finished areas.

7. FSK: Foil-scrim-Kraft facing.

8. Hot: Plumbing equipment or piping handling media above 40 degrees C

(104 degrees F).

9. Density: kg/m3 - kilograms per cubic meter (Pcf - pounds per cubic

foot).

10. Thermal conductance: Heat flow rate through materials.

a. Flat surface: Watts per square meter (BTU per hour per square

foot).

b. Pipe or Cylinder: Watts per linear meter (BTU per hour per linear

foot) for a given outside diameter.


VAMC Baltimore, MD

22 07 11 - 2

11. Thermal Conductivity (k): Watts per meter, per degree K (BTU - inch

thickness, per hour, per square foot, per degree F temperature

difference).

12. Vapor Retarder (Vapor Barrier): A material which retards the

transmission (migration) of water vapor. Performance of the vapor

retarder is rated in terms of permeance (perms). For the purpose of

this specification, vapor retarders/vapor barriers shall have a

maximum published permeance of .02 perms.

13. HWR: Hot water recirculating.

14. CW: Cold water.

15. SW: Soft water.

16. HW: Hot water.

17. PVDC: Polyvinylidene chloride vapor retarder jacketing, white.

1.2 RELATED WORK



C. Section 07 84 00, FIRESTOPPING: Mineral fiber and bond breaker behind

sealant.

D. Section 22 05 11, COMMON WORK RESULTS FOR PLUMBING: General mechanical

requirements and items, which are common to more than one section of

Division 22.



extent referenced. The publications are referenced in the text by basic

designation only.


B209-2014...............Standard Specification for Aluminum and

Aluminum-Alloy Sheet and Plate

C411-2011...............Standard Test Method for Hot-Surface

Performance of High-Temperature Thermal

Insulation

C449-2007 (R2013).......Standard Specification for Mineral Fiber

Hydraulic-Setting Thermal Insulating and

Finishing Cement

C450-2008 (R2014).......Standard Practice for Fabrication of Thermal

Insulating Fitting Covers for NPS Piping, and

Vessel Lagging


VAMC Baltimore, MD

22 07 11 - 3

Adjunct to C450.........Compilation of Tables that Provide Recommended

Dimensions for Prefab and Field Thermal

Insulating Covers, etc.

C533-2013...............Standard Specification for Calcium Silicate

Block and Pipe Thermal Insulation

C534/C534M-2014.........Standard Specification for Preformed Flexible

Elastomeric Cellular Thermal Insulation in

Sheet and Tubular Form

C547-2015...............Standard Specification for Mineral Fiber Pipe

Insulation

C552-2014...............Standard Specification for Cellular Glass

Thermal Insulation

C553-2013...............Standard Specification for Mineral Fiber

Blanket Thermal Insulation for Commercial and

Industrial Applications

C591-2013...............Standard Specification for Unfaced Preformed

Rigid Cellular Polyisocyanurate Thermal

Insulation

C680-2014...............Standard Practice for Estimate of the Heat Gain

or Loss and the Surface Temperatures of

Insulated Flat, Cylindrical, and Spherical

Systems by Use of Computer Programs

C612-2014...............Standard Specification for Mineral Fiber Block

and Board Thermal Insulation

C1126-2014..............Standard Specification for Faced or Unfaced

Rigid Cellular Phenolic Thermal Insulation

C1136-2012..............Standard Specification for Flexible, Low

Permeance Vapor Retarders for Thermal

Insulation

C1710-2011..............Standard Guide for Installation of Flexible

Closed Cell Preformed Insulation in Tube and

Sheet Form

D1668/D1668M-1997a (2014)e1 Standard Specification for Glass Fabrics

(Woven and Treated) for Roofing and

Waterproofing

E84-2015a...............Standard Test Method for Surface Burning



VAMC Baltimore, MD

22 07 11 - 4

E2231-2015..............Standard Practice for Specimen Preparation and

Mounting of Pipe and Duct Insulation to Assess

Surface Burning Characteristics

C. Federal Specifications (Fed. Spec.):

L-P-535E-1979...........Plastic Sheet (Sheeting): Plastic Strip; Poly

(Vinyl Chloride) and Poly (Vinyl Chloride -

Vinyl Acetate), Rigid.

D. International Code Council, (ICC):

IMC-2012................International Mechanical Code

E. Military Specifications (Mil. Spec.):

MIL-A-3316C (2)-1990....Adhesives, Fire-Resistant, Thermal Insulation

MIL-A-24179A (2)-1987...Adhesive, Flexible Unicellular-Plastic Thermal

Insulation

MIL-PRF-19565C (1)-1988.Coating Compounds, Thermal Insulation, Fire-and

Water-Resistant, Vapor-Barrier

MIL-C-20079H-1987.......Cloth, Glass; Tape, Textile Glass; and Thread,

Glass and Wire-Reinforced Glass

F. National Fire Protection Association (NFPA):

90A-2015................Standard for the Installation of Air-

Conditioning and Ventilating Systems

G. Underwriters Laboratories, Inc (UL):

723-2008 (R2013)........Standard for Test for Surface Burning


1887-2004 (R2013).......Standard for Fire Test of Plastic Sprinkler

Pipe for Visible Flame and Smoke

Characteristics

H. 3E Plus® version 4.1 Insulation Thickness Computer Program: Available

from NAIMA with free download; http://.www.pipeinsulation.net

1.4 SUBMITTALS


accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND

SAMPLES.


“SUBMITTED UNDER SECTION 22 07 11, PLUMBING INSULATION”, with

applicable paragraph identification.

C. Manufacturer's Literature and Data including: Full item description and

optional features and accessories. Include dimensions, weights,


VAMC Baltimore, MD

22 07 11 - 5

materials, applications, standard compliance, model numbers, size, and

capacity.

D. Shop Drawings:

1. All information, clearly presented, shall be included to determine

compliance with drawings and specifications and ASTM Designation,

Federal and Military specifications.

a. Insulation materials: Specify each type used and state surface

burning characteristics.

b. Insulation facings and jackets: Each type used and state surface

burning characteristics.

c. Insulation accessory materials: Each type used.

d. Manufacturer's installation and fitting fabrication instructions

for flexible unicellular insulation shall follow the guidelines

in accordance with ASTM C1710.

e. Make reference to applicable specification paragraph numbers for

coordination.

f. All insulation fittings (exception flexible unicellular

insulation) shall be fabricated in accordance with ASTM C450 and

the referenced Adjunct to ASTM C450.


A. Refer to article QUALITY ASSURANCE, in Section 22 05 11, COMMON WORK

RESULTS FOR PLUMBING.

B. Criteria:

1. Comply with NFPA 90A, particularly paragraphs 4.3.3.1 through

4.3.3.6, 4.3.11.2.6, parts of which are quoted as follows:

4.3.3.1 Pipe and duct insulation and coverings, duct linings,

vapor retarder facings, adhesives, fasteners, tapes, and

supplementary materials added to air ducts, plenums, panels and

duct silencers used in duct systems shall have, in the form in

which they are used, a maximum flame spread index of 25 without

evidence of continued progressive combustion and a maximum smoke

developed index of 50 when tested in accordance with ASTM E84 and

appropriate mounting practice, e.g. ASTM E2231.

4.3.3.3 Coverings and linings for air ducts, pipes, plenums and

panels including all pipe and duct insulation materials shall not

flame, glow, smolder, or smoke when tested in accordance with a

similar test for pipe covering, ASTM C411, Standard Test Method

for Hot-Surface Performance of High-Temperature Thermal

Insulation, at the temperature to which they are exposed in

service. In no case shall the test temperature be below 121

degrees C (250 degrees F).

4.3.11.2.6.3 Nonferrous fire sprinkler piping shall be listed as

having a maximum peak optical density of 0.5 or less, an average


VAMC Baltimore, MD

22 07 11 - 6

optical density of 0.15 or less, and a maximum flame spread

distance of 1.5 m (5 ft) or less when tested in accordance with

UL 1887, Standard for Safety Fire Test of Plastic Sprinkler Pipe

for Visible Flame and Smoke Characteristics.

4.3.11.2.6.8 Smoke detectors shall not be required to meet the

provisions of Section 4.3.

2. Test methods: ASTM E84, UL 723, and ASTM E2231.

3. Specified k factors are at 24 degrees C (75 degrees F) mean

temperature unless stated otherwise. Where optional thermal

insulation material is used, select thickness to provide thermal

conductance no greater than that for the specified material. For

pipe, use insulation manufacturer's published heat flow tables. For

domestic hot water supply and return, run out insulation and

condensation control insulation, no thickness adjustment need be

made.

4. All materials shall be compatible and suitable for service

temperature, and shall not contribute to corrosion or otherwise

attack surface to which applied in either the wet or dry state.

D. Bio-Based Materials: For products designated by the USDA’s Bio-






















VAMC Baltimore, MD

22 07 11 - 7






are to be provided, and a copy of them in Auto-CAD provided on compact

disk or DVD. Should the installing contractor engage the testing

company to provide as-built or any portion thereof, it shall not be

deemed a conflict of interest or breach of the ‘third party testing

company’ requirement.

D. Certification documentation shall be provided prior to submitting the

request for final inspection. The documentation shall include all test

results, the names of individuals performing work for the testing

agency on this project, detailed procedures followed for all tests, and

certification that all results of tests were within limits specified.

1.7 STORAGE AND HANDLING OF MATERIAL

A. Store materials in clean and dry environment, pipe insulation jackets

shall be clean and unmarred. Place adhesives in original containers.

Maintain ambient temperatures and conditions as required by printed

instructions of manufacturers of adhesives, mastics and finishing

cements.

PART 2 - PRODUCTS

2.1 MINERAL FIBER OR FIBER GLASS

A. ASTM C547 (Pipe Fitting Insulation and Preformed Pipe Insulation),

Class 1, k = 0.037 (0.26) at 24 degrees C (75 degrees F), for use at

temperatures up to 230 degrees C (446 degrees F) with an all service

vapor retarder jacket (ASJ) and with polyvinyl chloride (PVC) premolded

fitting covering.

2.8 INSULATION FACINGS AND JACKETS

A. Vapor Retarder, higher strength with low water permeance = 0.02 or less

perm rating, Beach puncture 50 units for insulation facing on pipe

insulation jackets. Facings and jackets shall be ASJ or PVDC Vapor

Retarder jacketing.

B. ASJ shall be white finish (kraft paper) bonded to 0.025 mm (1 mil)

thick aluminum foil, fiberglass reinforced, with pressure sensitive

adhesive closure. Comply with ASTM C1136. Beach puncture is 50 units,

suitable for painting without sizing. Jackets shall have minimum 40 mm

(1-1/2 inch) lap on longitudinal joints and minimum 75 mm (3 inch) butt


VAMC Baltimore, MD

22 07 11 - 8

strip on end joints. Butt strip material shall be same as the jacket.

Lap and butt strips shall be self-sealing type with factory-applied

pressure sensitive adhesive.

C. Vapor Retarder medium strength with low water vapor permeance of 0.02

or less perm rating), Beach puncture 25 units: FSK or PVDC type for

concealed ductwork and equipment.

D. Except for flexible elastomeric cellular thermal insulation (not for

high humidity exposures), field applied vapor barrier jackets shall be

provided, in addition to the specified facings and jackets, on all

exterior piping as well as on interior piping exposed to outdoor air

(i.e.; in ventilated attics, piping in ventilated (not air conditioned)

spaces, etc.)in high humidity locations conveying fluids below ambient

temperature. The vapor barrier jacket shall consist of a multi-layer

laminated cladding with a maximum water vapor permeance of 0.001 perms.

The minimum puncture resistance shall be 35 cm-kg (30 inch-pounds) for

interior locations and 92 cm-kg (80 inch-pounds) for exterior or

exposed locations or where the insulation is subject to damage.

E. Except for cellular glass thermal insulation, when all longitudinal and

circumferential joints are vapor sealed with a vapor barrier mastic or

caulking, vapor barrier jackets may not be provided. For aesthetic and

physical abuse applications, exterior jacketing is recommended.

Otherwise field applied vapor barrier jackets shall be provided, in

addition to the applicable specified facings and jackets, on all

exterior piping as well as on interior piping exposed to outdoor air

(i.e.; in ventilated attics, piping in ventilated (not air conditioned)

spaces, etc.) in high humidity locations conveying fluids below ambient

temperature. The vapor barrier jacket shall consist of a multi-layer

laminated cladding with a maximum water vapor permeance of 0.001 perms.

The minimum puncture resistance shall be 35 cm-kg (30 inch-pounds) for

interior locations and 92 cm-kg (80 inch-pounds) for exterior or

exposed locations or where the insulation is subject to damage.

F. Pipe fitting insulation covering (jackets): Fitting covering shall be

premolded to match shape of fitting and shall be PVC conforming to Fed

Spec L-P-535E, composition A, Type II Grade GU, and Type III, minimum

thickness 0.7 mm (0.03 inches). Provide color matching vapor retarder

pressure sensitive tape. Staples, tacks, or any other attachment that

penetrates the PVC covering is not allowed on any form of a vapor

barrier system in below ambient process temperature applications.


VAMC Baltimore, MD

22 07 11 - 9

2.9 PIPE COVERING PROTECTION SADDLES

A. Cold pipe support: Premolded pipe insulation 180 degrees (half-shells)

on bottom half of pipe at supports. Material shall be cellular glass or

high density Polyisocyanurate insulation of the same thickness as

adjacent insulation. Density of Polyisocyanurate insulation shall be a

minimum of 48 kg/m3 (3.0 pcf).

Nominal Pipe Size and Accessories Material (Insert Blocks)

Nominal Pipe Size mm (inches) Insert Blocks mm (inches)

Up through 125 (5) 150 (6) long

150 (6) 150 (6) long

200 (8), 250 (10), 300 (12) 225 (9) long

350 (14), 400 (16) 300 (12) long

450 through 600 (18 through 24) 350 (14) long

2.10 ADHESIVE, MASTIC, CEMENT

A. Mil. Spec. MIL-A-3316, Class 1: Jacket and lap adhesive and protective

finish coating for insulation.

B. Mil. Spec. MIL-A-3316, Class 2: Adhesive for laps and for adhering

insulation to metal surfaces.

C. Mil. Spec. MIL-A-24179A, Type II Class 1: Adhesive for installing

flexible unicellular insulation and for laps and general use.

D. Mil. Spec. MIL-PRF-19565C, Type I: Protective finish for outdoor use.

E. Mil. Spec. MIL-PRFC-19565C, Type I or Type II: Vapor barrier compound

for indoor use.

F. ASTM C449: Mineral fiber hydraulic-setting thermal insulating and

finishing cement.

G. Other: Insulation manufacturers' published recommendations.

2.11 MECHANICAL FASTENERS

A. Pins, anchors: Welded pins, or metal or nylon anchors with galvanized

steel or fiber washer, or clips. Pin diameter shall be as recommended

by the insulation manufacturer.

B. Staples: Outward clinching galvanized steel. Staples are not allowed

for below ambient vapor barrier applications.

C. Wire: 1.3 mm thick (18 gage) soft annealed galvanized or 1.9 mm (14

gage) copper clad steel or nickel copper alloy or stainless steel.


VAMC Baltimore, MD

22 07 11 - 10

D. Bands: 13 mm (1/2 inch) nominal width, brass, galvanized steel,

aluminum or stainless steel.

E. Tacks, rivets, screws or any other attachment device capable of

penetrating the vapor retarder shall NOT be used to attach/close the

any type of vapor retarder jacketing. Thumb tacks sometimes used on PVC

jacketing and preformed fitting covers closures are not allowed for

below ambient vapor barrier applications.

2.12 REINFORCEMENT AND FINISHES

A. Glass fabric, open weave: ASTM D1668/D1668M, Type III (resin treated)

and Type I (asphalt or white resin treated).

B. Glass fiber fitting tape: Mil. Spec MIL-C-20079H, Type II, Class 1.

C. Tape for Flexible Elastomeric Cellular Insulation: As recommended by

the insulation manufacturer.

D. Hexagonal wire netting: 25 mm (one inch) mesh, 0.85 mm thick (22 gage)

galvanized steel.

E. Corner beads: 50 mm (2 inch) by 50 mm (2 inch), 0.55 mm thick (26 gage)

galvanized steel; or, 25 mm (1 inch) by 25 mm (1 inch), 0.47 mm thick

(28 gage) aluminum angle adhered to 50 mm (2 inch) by 50 mm (2 inch)

Kraft paper.

F. PVC fitting cover: Fed. Spec L-P-535E, Composition A, 11-86 Type II,

Grade GU, with Form B Mineral Fiber insert, for media temperature 10 to

121 degrees C (50 to 250 degrees F). Below 10 degrees C (50 degrees F)

and above 121 degrees C (250 degrees F) provide mitered pipe insulation

of the same type as insulating straight pipe. Provide double layer

insert. Provide vapor barrier pressure sensitive tape matching the

color of the PVC jacket.

2.13 FIRESTOPPING MATERIAL

A. Other than pipe insulation, refer to Section 07 84 00, FIRESTOPPING.

2.14 FLAME AND SMOKE

A. Unless shown otherwise all assembled systems shall meet flame spread 25

and smoke developed 50 rating as developed under ASTM and UL standards

and specifications. See paragraph "Quality Assurance".

PART 3 - EXECUTION


A. Required pressure tests of piping joints and connections shall be

completed and the work approved by the Contracting Officer’s

Representative (COR) for application of insulation. Surface shall be


VAMC Baltimore, MD

22 07 11 - 11

clean and dry with all foreign materials, such as dirt, oil, loose

scale and rust removed.

B. Except for specific exceptions or as noted, insulate all specified

equipment, and piping (pipe, fittings, valves, accessories). Insulate

each pipe individually. Do not use scrap pieces of insulation where a

full length section will fit.

C. Insulation materials shall be installed with smooth and even surfaces,

with jackets and facings drawn tight and smoothly cemented down and

sealed at all laps. Insulation shall be continuous through all sleeves

and openings, except at fire dampers and duct heaters (NFPA 90A).

D. Vapor retarders shall be continuous and uninterrupted throughout

systems with operating temperature 15 degrees C (60 degrees F) and

below. Lap and seal vapor barrier over ends and exposed edges of

insulation. Anchors, supports and other metal projections through

insulation on cold surfaces shall be insulated and vapor sealed for a

minimum length of 150 mm (6 inches).

E. Install vapor stops with operating temperature 15 degrees C (60 degrees

F) and below at all insulation terminations on either side of valves,

pumps, fittings, and equipment and particularly in straight lengths

every 4.6 to 6.1 meters (approx. 15 to 20 feet) of pipe insulation. The

annular space between the pipe and pipe insulation of approx. 25 mm (1

inch) in length at every vapor stop shall be sealed with appropriate

vapor barrier sealant. Bio-based materials shall be utilized when

possible.

F. Plumbing work not to be insulated unless otherwise noted:

1. Piping and valves of fire protection system.

2. Chromium plated brass piping.

3. Water piping in contact with earth.

4. Distilled water piping.

G. Apply insulation materials subject to the manufacturer's recommended

temperature limits. Apply adhesives, mastic and coatings at the

manufacturer's recommended minimum wet or dry film thickness. Bio-based

materials shall be utilized when possible.

H. Elbows, flanges and other fittings shall be insulated with the same

material as is used on the pipe straights. Use of polyurethane or

polyisocyanurate spray-foam to fill a PVC elbow jacket is prohibited on

cold applications.


VAMC Baltimore, MD

22 07 11 - 12

I. Firestop Pipe insulation:

1. Provide firestopping insulation at fire and smoke barriers through

penetrations. Firestopping insulation shall be UL listed as defined

in Section 07 84 00, FIRESTOPPING.

2. Pipe penetrations requiring fire stop insulation including, but not

limited to the following:

a. Pipe risers through floors

b. Pipe chase walls and floors

c. Smoke partitions

d. Fire partitions

e. Hourly rated walls

J. Freeze protection of above grade outdoor piping (over heat tracing

tape): 20 mm (3/4 inch) thick insulation, for all pipe sizes 75 mm (3

inches) and smaller and 25 mm (1 inch) thick insulation for larger

pipes. Provide metal jackets for all pipe insulations.

K. Provide vapor barrier systems as follows:

1. All piping exposed to outdoor weather.

2. All interior piping conveying fluids exposed to outdoor air (i.e. in

attics, ventilated (not air conditioned) spaces, etc.) below ambient

air temperature.

3.2 INSULATION INSTALLATION

A. Molded Mineral Fiber Pipe and Tubing Covering:

1. Fit insulation to pipe, aligning all longitudinal joints. Seal

longitudinal joint laps and circumferential butt strips by rubbing

hard with a nylon sealing tool to assure a positive seal. Staples

may be used to assist in securing insulation except for cold piping.

Seal all vapor retarder penetrations on cold piping with a generous

application of vapor barrier mastic. Provide cellar glass inserts

and install with metal insulation shields at outside pipe supports.

Install freeze protection insulation over heating cable.

2. Contractor's options for fitting, flange and valve insulation:

a. Insulating and finishing cement for sizes less than 100 mm (4

inches) operating at surface temperature of 15 degrees C (60

degrees F) or more.

b. Factory premolded, one piece PVC covers with mineral fiber, (Form

B), inserts surface temperature of above 4 degrees C (40 degrees

F) to 121 degrees C (250 degrees F). Provide mitered preformed

insulation of the same type as the installed straight pipe


VAMC Baltimore, MD

22 07 11 - 13

insulation for pipe temperatures below 4 degrees C (40 degrees

F). Secure first layer of mineral fiber insulation with twine.

Seal seam edges with vapor barrier mastic and secure with fitting

tape.

c. Factory preformed, ASTM C547 or fabricated mitered sections,

joined with adhesive or (hot only) wired in place. (Bio-based

materials shall be utilized when possible.) For hot piping finish

with a smoothing coat of finishing cement. For cold fittings, 15

degrees C (60 degrees F) or less, vapor seal with a layer of

glass fitting tape imbedded between two 2 mm (1/16 inch) coats of

vapor barrier mastic.

d. Fitting tape shall extend over the adjacent pipe insulation and

overlap on itself at least 50 mm (2 inches).

3. Nominal thickness in millimeters and inches specified in the

schedule at the end of this section.

3.3 PIPE INSULATION SCHEDULE

A. Provide insulation for piping systems as scheduled below:

Insulation Thickness Millimeters (Inches)

Nominal Pipe Size Millimeters (Inches)

Operating

Temperature

Range/Service

Insulation

Material

Less than

25 (1)

25 – 32

(1 – 1¼)

38 – 75

(1½ - 3)

100 (4)

and

Greater

38-60 degrees C

(100-140 degrees F)

Mineral Fiber

(Above ground

piping only)

38 (1.5) 38 (1.5) 50 (2.0) 50 (2.0)

- - - E N D - - -


VAMC Baltimore, MD

22 14 00 - 1

SECTION 22 14 00

FACILITY STORM DRAINAGE

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section describes the requirements for storm drainage systems,

including piping and all necessary accessories as designated in this

section.

B. A complete listing of all acronyms and abbreviations are included in

Section 22 05 11, COMMON WORK RESULTS FOR PLUMBING.

1.2 RELATED WORK



C. Section 07 84 00, FIRESTOPPING: Penetrations in rated enclosures.

D. Section 07 92 00, JOINT SEALANTS.

E. Section 09 91 00, PAINTING: Preparation and finish painting and

identification of piping systems.

F. Section 22 05 11, COMMON WORK RESULTS FOR PLUMBING: Pipe Hangers and

Supports, Materials Identification.

G. Section 22 07 11, PLUMBING INSULATION.






A112.6.4-2003 (R2012) ..Roof, Deck, and Balcony Drains

A13.1-2007 (R2013)......Scheme for Identification of Piping Systems

B1.20.1-2013............Pipe Threads, General Purpose, Inch

B16.3-2011..............Malleable Iron Threaded Fittings: Classes 150

and 300

B16.9-2012..............Factory-Made Wrought Buttwelding Fittings

B16.11-2011.............Forged Fittings, Socket-Welding and Threaded

B16.12-2009 (R2014).....Cast Iron Threaded Drainage Fittings

C. American Society of Sanitary Engineering (ASSE)

1079-2012...............Performance Requirements for Dielectric Pipe

Unions

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

A47/A47M-1999 (R2014)...Standard Specification for Ferritic Malleable

Iron Castings


VAMC Baltimore, MD

22 14 00 - 2

A53/A53M-2012...........Standard Specification for Pipe, Steel, Black

And Hot-Dipped, Zinc-coated Welded and Seamless

A74-2013a...............Standard Specification for Cast Iron Soil Pipe

and Fittings

A183-2014...............Standard Specification for Carbon Steel Track

Bolts and Nuts

A312/A312M-2015.........Standard Specification for Seamless, Welded,

and Heavily Cold Worked Austenitic Stainless

Steel Pipes

A536-1984(R2014)........Standard Specification for Ductile Iron

Castings

A733-2013...............Standard Specification for Welded and Seamless

Carbon Steel and Austenitic Stainless Steel

Pipe Nipples

A888-2013a..............Standard Specification for Hubless Cast Iron

Soil Pipe and Fittings for Sanitary and Storm

Drain, Waste, and Vent Piping Applications

B32-2008 (R2014)........Standard Specification for Solder Metal

B61-2008 (R2013)........Standard Specification for Steam or Valve

Bronze Castings

B62-2009................Standard Specification for Composition Bronze

or Ounce Metal Castings

B75/B75M-2011...........Standard Specification for Seamless Copper Tube

B88-2014................Standard Specification for Seamless Copper

Water Tube

B306-2013...............Standard Specification for Copper Drainage Tube

(DWV)

B584-2014...............Standard Specification for Copper Alloy Sand

Castings for General Applications

B687-1999 (R2011).......Standard Specification for Brass, Copper, and

Chromium-Plated Pipe Nipples

B828-2002 (R2010).......Standard Practice for Making Capillary Joints

by Soldering of Copper and Copper Alloy Tube

and Fittings

B813-2010...............Standard Specification for Liquid and Paste

Fluxes for Soldering of Copper and Copper Alloy

Tube


VAMC Baltimore, MD

22 14 00 - 3

C564-2014...............Standard Specification for Rubber Gaskets for

Cast Iron Soil Pipe and Fittings

C1173-2010 (R2014)......Standard Specification for Flexible Transition

Couplings for Underground Piping Systems

D1785-2012..............Standard Specification for Poly(Vinyl Chloride)

(PVC) Plastic Pipe, Schedules 40, 80 and 120

D2000-2012..............Standard Classification System for Rubber

Products in Automotive Applications

D2321-2014e1............Standard Practice for Underground Installation

of Thermoplastic Pipe for Sewers and Other

Gravity-Flow Applications

D2564-2012..............Standard Specification for Solvent Cements for

Poly (Vinyl Chloride) (PVC) Plastic Piping

Systems

D2665-2014..............Standard Specification for Poly (Vinyl

Chloride) (PVC) Plastic Drain, Waste, and Vent

Pipe and Fittings

D2855-1996 (R2010)......Standard Practice for Making Solvent-Cemented

Joints with Poly (Vinyl Chloride) (PVC) Pipe

and Fittings

D4101-2014..............Standard Specification for Polypropylene

Injection and Extrusion Materials

D5926-2011..............Standard for Poly (Vinyl Chloride) (PVC)

Gaskets for Drain, Waste, and Vent (DWV),

Sewer, Sanitary, and Storm Plumbing Systems

F477-2014...............Standard Specification for Elastomeric Seals

(Gaskets) for Joining Plastic Pipe

F656-2010...............Standard Specification for Primers for Use in

Solvent Cement Joints of Poly (Vinyl Chloride)

(PVC) Plastic Pipe and Fittings

F1545-2015..............Standard Specification for Plastic-Lined

Ferrous Metal Pipe, Fittings, and Flanges

E. American Welding Society (AWS):

A5.8M/A5.8 AMD1-2011....Specification for Filler Metals for Brazing and

Braze Welding

F. Copper Development Association (CDA):

A4015-2011..............Copper Tube Handbook


VAMC Baltimore, MD

22 14 00 - 4

G. Cast Iron Soil Pipe Institute (CISPI):

301-2012................Standard Specification for Hubless Cast Iron

Soil Pipe and Fittings for Sanitary and Storm

Drain, Waste, and Vent Piping Applications

310-2012................Standard Specification for Coupling for Use in

Connection with Hubless Cast Iron Soil Pipe and

Fittings for Sanitary and Storm Drain, Waste,

and Vent Piping Applications

H. International Code Council (ICC):

IPC-2012................International Plumbing Code

1.4 SUBMITTALS



SAMPLES.


“SUBMITTED UNDER SECTION 22 14 00, FACILITY STORM DRAINAGE”, with


C. Manufacturer's Literature and Data including: Full item description and



capacity.

1. Pipe and Fittings.

2. Specialty Pipe Fittings.

3. Cleanouts.

4. Roof Drains.

D. Detailed shop drawing of clamping device and extensions when required

in connection with the waterproofing membrane.


A. Bio-Based Materials: For products designated by the USDA’s Bio-











VAMC Baltimore, MD

22 14 00 - 5

















are to be provided, and a copy of them in Auto-CAD version provided on

compact disk or DVD. Should the installing contractor engage the

testing company to provide as-built or any portion thereof, it shall

not be deemed a conflict of interest or breach of the ‘third party

testing company’ requirement.

D. Certification documentation shall be provided to COR 10 working days

prior to submitting the request for final inspection. The documentation

shall include all test results, the names of individuals performing

work for the testing agency on this project, detailed procedures

followed for all tests, and certification that all results of tests

were within limits specified.

PART 2 - PRODUCTS

2.1 STORM WATER DRAIN PIPING

A. Cast Iron Storm Pipe and Fittings:

1. Cast iron storm pipe and fittings shall be used for the following

applications:

a. Pipe buried in or in contact with earth.

b. Extension of pipe to a distance of approximately 1500 mm (5 feet)

outside of building walls.

c. Interior storm piping above grade.

d. All mechanical equipment rooms or other areas containing

mechanical air handling equipment.


VAMC Baltimore, MD

22 14 00 - 6

2. The cast iron storm pipe shall be bell and spigot, or hubless (plain

end or no-hub) as required by selected jointing method.

3. The material for all pipe and fittings shall be cast iron soil pipe

and fittings and shall conform to the requirements of CISPI 301,

ASTM A888, or ASTM A74.

4. Joints for hubless pipe and fittings shall conform to the

manufacturer’s installation instructions. Couplings for hubless

joints shall conform to CISPI 310. Joints for hub and spigot pipe

shall be installed with compression gaskets conforming to the

requirements of ASTM C564.

B. Polyvinyl Chloride (PVC):

1. PVC storm sewer pipe and fittings are permitted for single story

structures except for mechanical equipment rooms and other areas

containing air handling equipment or hot water generation equipment.

2. PVC storm sewer pipe and fittings shall be schedule 40 solid core

piping conforming to ASTM D1785 and ASTM D2665, Sewer and Drain

Series, with ends for solvent cemented joints.

3. PVC joints shall be solvent welded socket type using solvent cement

conforming to ASTM D2564 and adhesive primer conforming to ASTM

F656. Bio-based materials shall be utilized when possible.

C. Roof drain piping and body of drain in locations where the outdoor

conditions are subject to freezing shall be insulated.

2.3 SPECIALTY PIPE FITTINGS

A. Transition pipe couplings shall join piping with small differences in

outside diameters or be of different materials. End connections shall

be of the same size and compatible with the pipes being joined. The

transition coupling shall be unshielded, elastomeric, sleeve type

reducing or transition pattern conforming with ASTM C1173 and include

shear ring and corrosion resistant metal tension band and tightening

mechanism on each end. The transition coupling sleeve coupling shall be

of the following material:

1. For cast iron soil pipes, the sleeve material shall be rubber

conforming to ASTM C564.

2. For PVC soil pipes, the sleeve material shall be elastomeric seal

conforming to ASTM F477 or PVC conforming to ASTM D5926.

3. dissimilar pipes, the sleeve material shall be PVC conforming to

ASTM D5926, or other material compatible with the pipe materials

being joined.


VAMC Baltimore, MD

22 14 00 - 7

B. Dielectric fittings shall conform to ASSE 1079 with a pressure rating

of 1035 kPa (150 psig) at a minimum temperature of 82 degrees C (180

degrees F). The end connection shall be solder joint copper alloy and

threaded ferrous.

C. Dielectric flanges shall conform to ASSE 1079 with a pressure rating of

1035 kPa (150 psig). The flange shall be a factory fabricated, bolted,

companion flange assembly. The end connection shall be threaded or

solder-joint copper alloy and threaded ferrous.

D. Dielectric flange insulating kits shall be of non-conducting materials

for field assembly of companion flanges with a pressure rating of 1035

kPa (150 psig). The gasket shall be neoprene or phenolic. The bolt

sleeves shall be phenolic or polyethylene. The washers shall be

phenolic with steel backing washers.

E. Dielectric nipples shall be electroplated steel and shall conform with

ASTM F1545 with a pressure ratings of 2070 kPa (300 psig) at 107

degrees C (225 degrees F). The end connection shall be male threaded.

The lining shall be inert and noncorrosive propylene. Bio-based

materials shall be utilized when possible.

2.4 CLEANOUTS

A. Cleanouts shall be the same size as the pipe, up to 100 mm (4 inches);

not less than 100 mm (4 inches) for larger pipe. Cleanouts shall be

easily accessible and shall be gastight and watertight. A minimum

clearance of 600 mm (24 inches) shall be provided for clearing a

clogged storm sewer line.

B. Cleanouts shall be provided at or near the base of the vertical stacks

with the cleanout plug located approximately 600 mm (24 inches) above

the floor. The cleanouts shall be extended to the wall access cover.

Cleanout shall consist of sanitary tees. Nickel bronze square frame and

stainless steel cover with minimum opening of 150 mm by 150 mm (6 inch

by 6 inch) shall be provided at each wall cleanout.

C. In horizontal runs above grade, cleanouts shall consist of cast brass

tapered screw plug in fitting or caulked/no hub cast iron ferrule.

Plain end (no-hub) piping in interstitial space or above ceiling may

use plain end (no-hub) blind plug and clamp.

2.5 ROOF DRAINS AND CONNECTIONS

A. Roof Drains: Roof Drains (RD) shall be cast iron with clamping device

for making watertight connection and shall conform with ASME A112.6.4.

Free openings through strainer shall be twice area of drain outlet. For


VAMC Baltimore, MD

22 14 00 - 8

roof drains not installed in connection with a waterproof membrane, a

soft copper membrane shall be provided 300 mm (12 inches) in diameter

greater than outside diameter of drain collar. An integral gravel stop

shall be provided for drains installed on roofs having built up roofing

covered with gravel or slag. Integral no-hub, soil pipe gasket or

threaded outlet connection shall be provided.

1. Flat Roofs: The roof drain shall have a beehive or dome shaped

strainer with integral flange not less than 300 mm (12 inches) in

diameter. For an insulated roof, a roof drain with an adjustable

drainage collar shall be provided, which can be raised or lowered to

meet required insulation heights, sump receiver and deck clamp. The

bottom section shall serve as roof drain during construction before

insulation is installed.

2. Protective Roof Membrane Insulation Assembly: The roof drain shall

have a perforated stainless steel extension filter, non-puncturing

clamp ring, large sump with extra wide roof flange and deck clamp.

a. Non pedestrian Roofs: The roof drain shall have large

polypropylene or aluminum locking dome.

b. Pedestrian Roof: The roof drain shall have a bronze promenade top

356 mm (14 inches) square, set in square secured frame support

collar.

3. Roof Drains, Overflow or Secondary (Emergency): Roof Drains

identified as overflow or secondary (emergency) drains shall have a

50 mm (2 inch) water dam integral to the drain body.

4. Roof drains in areas subject to freezing shall have heat tape and

shall be insulated.

B. Expansion Joints: Expansions joints shall be heavy cast iron with cast

brass or PVC expansion sleeve having smooth bearing surface working

freely against a packing ring held in place and under pressure of a

bolted gland ring, forming a water and air tight flexible joint.

Asbestos packing is prohibited.

C. Interior Downspouts: An expansion joint shall be provided, specified

above, at top of run on straight, vertical runs of downspout piping 12

m (40 feet) long or greater.

2.6 WATERPROOFING

A. A sleeve flashing device shall be provided at points where pipes pass

through membrane waterproofed floors or walls. The sleeve flashing

device shall be manufactured, cast iron fitting with clamping device


VAMC Baltimore, MD

22 14 00 - 9

that forms a sleeve for the pipe floor penetration of the floor

membrane. A galvanized steel pipe extension shall be included in the

top of the fitting that will extend 50 mm (2 inches) above finished

floor and galvanized steel pipe extension in the bottom of the fitting

that will extend through the floor slab. A waterproofed caulked joint

shall be provided at the top hub.

PART 3 - EXECUTION

3.1 PIPE INSTALLATION

A. The pipe installation shall comply with the requirements of the IPC and

these specifications.

B. Branch piping shall be installed from the piping system and connect to

all drains and outlets.

C. Pipe shall be round and straight. Cutting shall be done with proper

tools. Pipe, except for glass, shall be reamed to remove burrs and a

clean smooth finish restored to full pipe inside diameter.

D. All pipe runs shall be laid out to avoid interference with other

work/trades.

E. The piping shall be installed above accessible ceilings to allow for

ceiling panel removal.

F. Unless otherwise stated on the documents, minimum horizontal slope

shall be one inch for every 2.44 m (8 feet) (1 percent slope) of pipe

length.

G. The piping shall be installed free of sags and bends.

H. Seismic restraint shall be installed where required by code.

I. Changes in direction for storm drainage piping shall be made using

appropriate branches, bends and long sweep bends. Sanitary tees and

short sweep ¼ bends may be used on vertical stacks if change in

direction of flow is from horizontal to vertical. Long turn double wye

branch and 1/8 bend fittings shall be used if two drains are installed

back to back or side by side with common drain pipe. Do not change

direction of flow more than 90 degrees. Proper size of standard

increaser and reducers shall be used if pipes of different sizes are

connected. Reducing size of drainage piping in direction of flow is

prohibited.

J. Buried storm drainage piping shall be laid beginning at the low point

of each system. Piping shall be installed true to grades and alignment

indicated with unbroken continuity of invert. Hub ends shall be placed

upstream. Required gaskets shall be installed according to


VAMC Baltimore, MD

22 14 00 - 10

manufacturer’s written instruction for use of lubricants, cements, and

other installation requirements. Bio-based materials shall be utilized

when possible.

K. Cast iron piping shall be installed according to CISPI’s “Cast Iron

Soil Pipe and Fittings Handbook,” Chapter IV, “Installation of Cast

Iron Soil Pipe and Fittings”

L. Aboveground PVC piping shall be installed according to ASTM D2665.

Underground PVC piping shall be installed according to ASTM D2321.

3.2 JOINT CONSTRUCTION

A. Hub and spigot, cast iron piping with gasket joints shall be joined in

accordance with CISPI’s “Cast Iron Soil Pipe and Fittings Handbook” for

compression joints.

B. Hub and spigot, cast iron piping with calked joints shall be joined in

accordance with CISPI’s “Cast Iron Soil Pipe and Fittings Handbook” for

lead and oakum calked joints.

C. Hubless, cast iron piping shall be joined in accordance with CISPI’s

“Cast Iron Soil Pipe and Fittings Handbook” for hubless piping coupling

joints.

D. For PVC piping, solvent cement joints shall be used for joints. All

surfaces shall be cleaned and dry prior to applying the primer and

solvent cement. Installation practices shall comply with ASTM F402. The

joint shall conform to ASTM D2855 and ASTM D2665 appendices.

3.3 SPECIALTY PIPE FITTINGS

A. Transition coupling shall be installed at pipe joints with small

differences in pipe outside diameters.

B. Dielectric fittings shall be installed at connections of dissimilar

metal piping and tubing.

3.4 PIPE HANGERS, SUPPORTS AND ACCESSORIES

A. All piping shall be supported according to the IPC, Section 22 05 11,

COMMON WORK RESULTS FOR PLUMBING, and these specifications.

B. Hangers, supports, rods, inserts and accessories used for Pipe supports

shall be shop coated with zinc Chromate primer paint. Electroplated

copper hanger rods, hangers and accessories may be used with copper

tubing.

C. Horizontal piping and tubing shall be supported within 300 mm (12

inches) of each fitting or coupling.

D. Horizontal cast iron piping shall be supported with the following

maximum horizontal spacing and minimum hanger rod diameters:


VAMC Baltimore, MD

22 14 00 - 11

1. NPS 1-1/2 to NPS 2 (DN 40 to DN 50): 1500 mm (60 inches) with 10 mm

(3/8 inch) rod.

2. NPS 3 (DN 80): 1500 mm (60 inches) with 15 mm (1/2 inch) rod.

3. NPS 4 to NPS 5 (DN 100 to DN 125): 1500 mm (60 inches) with 18 mm

(5/8 inch) rod.


(3/4 inch) rod.


(7/8 inch) rod.

E. The maximum support spacing for horizontal plastic shall be 1.22 m (4

feet).

F. Vertical piping and tubing shall be supported at the base, at each

floor, and at intervals no greater than 4.6 m (15 feet).

G. In addition to the requirements in Section 22 05 11, COMMON WORK

RESULTS FOR PLUMBING, floor, wall and ceiling plates shall have the

following characteristics:

1. Solid or split unplated cast iron.

2. All plates shall be provided with set screws.

3. Height adjustable clevis type pipe hangers.

4. Adjustable Floor Rests and Base Flanges shall be steel.

5. Hanger Rods shall be low carbon steel, fully threaded or threaded at

each end with two removable nuts at each end for positioning rod and

hanger and locking each in place.

6. Riser Clamps shall be malleable iron or steel.

7. Roller shall be cast iron.

8. Hangers and supports utilized with insulated pipe and tubing shall

have 180 degree (minimum) metal protection shield centered on and

welded to the hanger and support. The shield shall be 100 mm (4

inches) in length and be 1.6 mm (16 gage) steel. The shield shall be

sized for the insulation.

H. Miscellaneous materials shall be provided as specified, required,

directed or as noted on the drawings for proper installation of

hangers, supports and accessories. If the vertical distance exceeds 6.1

m (20 feet) for cast iron pipe additional support shall be provided in

the center of that span. All necessary auxiliary steel shall be

provided to provide that support.


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22 14 00 - 12

I. Cast escutcheon with set screw shall be installed at each wall, floor

and ceiling penetration in exposed finished locations and within

cabinets and millwork.

J. Penetrations:

1. Fire Stopping: Where pipes pass through fire partitions, fire walls,

smoke partitions, or floors, a fire stop shall be installed that

provides an effective barrier against the spread of fire, smoke and

gases as specified in Section 07 84 00, FIRESTOPPING. Clearances

between raceways and openings shall be completely filled and sealed

with the fire stopping materials.

2. Water proofing: At floor penetrations, Clearances around the pipe

shall be completely sealed and made watertight with sealant as

specified in Section 07 92 00, JOINT SEALANTS. Bio-based materials

shall be utilized when possible.

3.5 INSULATION

A. Insulate horizontal sections and 600 mm (2 feet) past changes of

direction to vertical sections for interior section of roof drains.

Install insulation in accordance with the requirements of Section 22 07

11, PLUMBING INSULATION.

- - - E N D - - -


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SECTION 23 05 11

COMMON WORK RESULTS FOR HVAC

PART 1 - GENERAL

1.1 DESCRIPTION A. The requirements of this Section apply to all sections of Division 23. B. Definitions:

1. Exposed: Piping, ductwork, and equipment exposed to view in finished rooms.

2. Exterior: Piping, ductwork, and equipment exposed to weather be it

temperature, humidity, precipitation, wind, or solar radiation.

C. Abbreviations/Acronyms:

1. ac: Alternating Current

2. ACR: Air Conditioning and Refrigeration

3. AI: Analog Input

4. AISI: American Iron and Steel Institute

5. AO: Analog Output

6. ASJ: All Service Jacket

7. AWG: American Wire Gauge

8. BACnet: Building Automation and Control Networking Protocol

9. BAg: Silver-Copper-Zinc Brazing Alloy

10. BAS: Building Automation System

11. BCuP: Silver-Copper-Phosphorus Brazing Alloy

12. bhp: Brake Horsepower

13. Btu: British Thermal Unit

14. Btu/h: British Thermal Unit Per Hour

15. CDA: Copper Development Association

16. C: Celsius

17. CD: Compact Disk

18. CFM: Cubic Foot Per Minute

19. CH: Chilled Water Supply

20. CHR: Chilled Water Return

21. CLR: Color

22. CO: Carbon Monoxide

23. COR: Contracting Officer’s Representative

24. CPD: Condensate Pump Discharge

25. CPM: Cycles Per Minute

26. CPVC: Chlorinated Polyvinyl Chloride

27. CRS: Corrosion Resistant Steel


VAMC Baltimore, MD

23 05 11 - 2

28. CTPD: Condensate Transfer Pump Discharge

29. CTPS: Condensate Transfer Pump Suction

30. CW: Cold Water

31. CWP: Cold Working Pressure

32. CxA: Commissioning Agent

33. dB: Decibels

34. dB(A): Decibels (A weighted)

35. DDC: Direct Digital Control

36. DI: Digital Input

37. DO: Digital Output

38. DVD: Digital Video Disc

39. DN: Diameter Nominal

40. DWV: Drainage, Waste and Vent

41. EPDM: Ethylene Propylene Diene Monomer

42. EPT: Ethylene Propylene Terpolymer

43. ETO: Ethylene Oxide

44. F: Fahrenheit

45. FAR: Federal Acquisition Regulations

46. FD: Floor Drain

47. FED: Federal

48. FG: Fiberglass

49. FGR: Flue Gas Recirculation

50. FOS: Fuel Oil Supply

51. FOR: Fuel Oil Return

52. FSK: Foil-Scrim-Kraft facing

53. FWPD: Feedwater Pump Discharge

54. FWPS: Feedwater Pump Suction

55. GC: Chilled Glycol Water Supply

56. GCR: Chilled Glycol Water Return

57. GH: Hot Glycol Water Heating Supply

58. GHR: Hot Glycol Water Heating Return

59. gpm: Gallons Per Minute

60. HDPE: High Density Polyethylene

61. Hg: Mercury

62. HOA: Hands-Off-Automatic

63. hp: Horsepower

64. HPS: High Pressure Steam (414 kPa (60 psig) and above)

65. HPR: High Pressure Steam Condensate Return


VAMC Baltimore, MD

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66. HW: Hot Water

67. HWH: Hot Water Heating Supply

68. HWHR: Hot Water Heating Return

69. Hz: Hertz

70. ID: Inside Diameter

71. IPS: Iron Pipe Size

72. kg: Kilogram

73. klb: 1000 lb

74. kPa: Kilopascal

75. lb: Pound

76. lb/hr: Pounds Per Hour

77. L/s: Liters Per Second

78. L/min: Liters Per Minute

79. LPS: Low Pressure Steam (103 kPa (15 psig) and below)

80. LPR: Low Pressure Steam Condensate Gravity Return

81. MAWP: Maximum Allowable Working Pressure

82. MAX: Maximum

83. MBtu/h: 1000 Btu/h

84. MBtu: 1000 Btu

85. MED: Medical

86. m: Meter

87. MFG: Manufacturer

88. mg: Milligram

89. mg/L: Milligrams Per Liter

90. MIN: Minimum

91. MJ: Megajoules

92. ml: Milliliter

93. mm: Millimeter

94. MPS: Medium Pressure Steam (110 kPa (16 psig) through 414 kPa (60

psig))

95. MPR: Medium Pressure Steam Condensate Return

96. MW: Megawatt

97. NC: Normally Closed

98. NF: Oil Free Dry (Nitrogen)

99. Nm: Newton Meter

100. NO: Normally Open

101. NOx: Nitrous Oxide 102. NPT: National Pipe Thread


VAMC Baltimore, MD

23 05 11 - 4

103. NPS: Nominal Pipe Size

104. OD: Outside Diameter 105. OSD: Open Sight Drain

106. OS&Y: Outside Stem and Yoke 107. PC: Pumped Condensate

108. PID: Proportional-Integral-Differential

109. PLC: Programmable Logic Controllers 110. PP: Polypropylene

111. PPE: Personal Protection Equipment 112. ppb: Parts Per Billion

113. ppm: Parts Per Million

114. PRV: Pressure Reducing Valve \ 115. PSIA: Pounds Per Square Inch Absolute

116. psig: Pounds Per Square Inch Gauge 117. PTFE: Polytetrafluoroethylene

118. PVC: Polyvinyl Chloride

119. PVDC: Polyvinylidene Chloride Vapor Retarder Jacketing, White 120. PVDF: Polyvinylidene Fluoride

121. rad: Radians 122. RH: Relative Humidity

123. RO: Reverse Osmosis

124. rms: Root Mean Square 125. RPM: Revolutions Per Minute

126. RS: Refrigerant Suction 127. RTD: Resistance Temperature Detectors

128. RTRF: Reinforced Thermosetting Resin Fittings

129. RTRP: Reinforced Thermosetting Resin Pipe 130. SCFM: Standard Cubic Feet Per Minute

131. SPEC: Specification 132. SPS: Sterile Processing Services

133. STD: Standard

134. SDR: Standard Dimension Ratio 135. SUS: Saybolt Universal Second

136. SW: Soft water 137. SWP: Steam Working Pressure

138. TAB: Testing, Adjusting, and Balancing

139. TDH: Total Dynamic Head 140. TEFC: Totally Enclosed Fan-Cooled


VAMC Baltimore, MD

23 05 11 - 5

141. TFE: Tetrafluoroethylene

142. THERM: 100,000 Btu 143. THHN: Thermoplastic High-Heat Resistant Nylon Coated Wire

144. THWN: Thermoplastic Heat & Water-Resistant Nylon Coated Wire 145. T/P: Temperature and Pressure

146. USDA: U.S. Department of Agriculture

147. V: Volt 148. VAC: Vacuum

149. VA: Veterans Administration 150. VAC: Voltage in Alternating Current

151. VA CFM: VA Construction & Facilities Management

152. VA CFM CSS: VA Construction & Facilities Management, Consulting Support Service

153. VAMC: Veterans Administration Medical Center 154. VHA OCAMES: Veterans Health Administration – Office of Capital

Asset Management Engineering and Support

155. VR: Vacuum condensate return 156. WCB: Wrought Carbon Steel, Grade B

157. WG: Water Gauge or Water Column 158. WOG: Water, Oil, Gas

1.2 RELATED WORK A. Section 01 00 00, GENERAL REQUIREMENTS. B. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

C. Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT. D. Section 05 50 00, METAL FABRICATIONS.

E. Section 07 84 00, FIRESTOPPING.

F. Section 07 92 00, JOINT SEALANTS. G. Section 09 91 00, PAINTING.

H. Section 23 05 12, GENERAL MOTOR REQUIREMENTS FOR HVAC and STEAM GENERATION.

I. Section 23 05 93, TESTING, ADJUSTING, AND BALANCING FOR HVAC.

J. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS. K. Section 26 05 19, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES.

L. Section 26 29 11, MOTOR CONTROLLERS. 1.3 APPLICABLE PUBLICATIONS




VAMC Baltimore, MD

23 05 11 - 6

basic designation only. Where conflicts occur these specifications and

the VHA standard will govern.

B. Air Movement and Control Association (AMCA):

410-1996................Recommended Safety Practices for Users and

Installers of Industrial and Commercial Fans

C. American Society of Mechanical Engineers (ASME):

B31.1-2014..............Power Piping

B31.9-2014..............Building Services Piping

ASME Boiler and Pressure Vessel Code:

BPVC Section IX-2015....Welding, Brazing, and Fusing Qualifications

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

A36/A36M-2014...........Standard Specification for Carbon Structural

Steel

A575-1996(R2013)e1......Standard Specification for Steel Bars, Carbon,

Merchant Quality, M-Grades

E. Association for Rubber Products Manufacturers (ARPM):

IP-20-2015..............Specifications for Drives Using Classical

V-Belts and Sheaves

IP-21-2009..............Specifications for Drives Using Double-V

(Hexagonal) Belts

IP-24-2010..............Specifications for Drives Using Synchronous

Belts

IP-27-2015..............Specifications for Drives Using Curvilinear

Toothed Synchronous Belts

F. Manufacturers Standardization Society (MSS) of the Valve and Fittings

Industry, Inc.:

SP-58-2009..............Pipe Hangers and Supports-Materials, Design,

Manufacture, Selection, Application, and

Installation

SP-127-2014a............Bracing for Piping Systems: Seismic–Wind–

Dynamic Design, Selection, and Application

G. Military Specifications (MIL): MIL-P-21035B-2003.......Paint High Zinc Dust Content, Galvanizing

Repair (Metric)


70-2014.................National Electrical Code (NEC)

101-2015................Life Safety Code


VAMC Baltimore, MD

23 05 11 - 7

I. Department of Veterans Affairs (VA):

PG-18-10-2016...........Physical Security and Resiliency Design Manual

1.4 SUBMITTALS A. Submittals, including number of required copies, shall be submitted in


SAMPLES.

B. Information and material submitted under this section shall be marked “SUBMITTED UNDER SECTION 23 05 11, COMMON WORK RESULTS FOR HVAC”, with


C. If the project is phased submit complete phasing plan/schedule with

manpower levels prior to commencing work. The phasing plan shall be

detailed enough to provide milestones in the process that can be

verified.

D. Contractor shall make all necessary field measurements and investigations to assure that the equipment and assemblies will meet

contract requirements, and all equipment that requires regular

maintenance, calibration, etc are accessable from the floor or

permanent work platform. It is the Contractor’s responsibility to

ensure all submittals meet the VA specifications and requirements and

it is assumed by the VA that all submittals do meet the VA

specifications unless the Contractor has requested a variance in

writing and approved by COR prior to the submittal. If at any time

during the project it is found that any item does not meet the VA

specifications and there was no variance approval the Contractor shall

correct at no additional cost or time to the Government even if a

submittal was approved.

E. If equipment is submitted which differs in arrangement from that shown, provide documentation proving equivalent performance, design standards

and drawings that show the rearrangement of all associated systems.

Additionally, any impacts on ancillary equipment or services such as

foundations, piping, and electrical shall be the Contractor’s

responsibility to design, supply, and install at no additional cost or

time to the Government. VA approval will be given only if all features

of the equipment and associated systems, including accessibility, are

equivalent to that required by the contract.

F. Prior to submitting shop drawings for approval, Contractor shall

certify in writing that manufacturers of all major items of equipment

have each reviewed contract documents, and have jointly coordinated and


VAMC Baltimore, MD

23 05 11 - 8

properly integrated their equipment and controls to provide a complete

and efficient installation.

G. Submittals and shop drawings for interdependent items, containing

applicable descriptive information, shall be furnished together.

Coordinate and properly integrate materials and equipment to provide a

completely compatible and efficient installation.

H. Coordination/Shop Drawings: 1. Submit complete consolidated and coordinated shop drawings for all

new systems, and for existing systems that are in the same areas.

2. The coordination/shop drawings shall include plan views, elevations

and sections of all systems and shall be on a scale of not less than

1:32 (3/8-inch equal to one foot). Clearly identify and dimension

the proposed locations of the principal items of equipment. The

drawings shall clearly show locations and adequate clearance for all

equipment, piping, valves, control panels and other items. Show the

access means for all items requiring access for operations and

maintenance. Provide detailed coordination/shop drawings of all

piping and duct systems. The drawings should include all

lockout/tagout points for all energy/hazard sources for each piece

of equipment. Coordinate lockout/tagout procedures and practices

with local VA requirements.

3. Do not install equipment foundations, equipment or piping until coordination/shop drawings have been approved.

4. In addition, for HVAC systems, provide details of the following: a. Mechanical equipment rooms.

b. Hangers, inserts, supports, and bracing.

c. Pipe sleeves. d. Duct or equipment penetrations of floors, walls, ceilings, or

roofs.

I. Manufacturer's Literature and Data: Include full item description and



capacity. Submit under the pertinent section rather than under this

section.

1. Submit electric motor data and variable speed drive data with the

driven equipment.

2. Equipment and materials identification. 3. Fire-stopping materials.


VAMC Baltimore, MD

23 05 11 - 9

4. Hangers, inserts, supports and bracing. Provide complete stress

analysis for variable spring and constant support hangers.

5. Wall, floor, and ceiling plates.

J. Rigging Plan: Provide documentation of the capacity and weight of the rigging and equipment intended to be used. The plan shall include the

path of travel of the load, the staging area and intended access, and

qualifications of the operator and signal person.

K. HVAC Maintenance Data and Operating Instructions:

1. Maintenance and operating manuals in accordance with Section 01 00 00, GENERAL REQUIREMENTS, Article, INSTRUCTIONS, for systems and

equipment.

2. Complete operating and maintenance manuals including wiring diagrams, technical data sheets, information for ordering

replacement parts, and troubleshooting guide:

a. Include complete list indicating all components of the systems.

b. Include complete diagrams of the internal wiring for each item of

equipment.

c. Diagrams shall have their terminals identified to facilitate

installation, operation and maintenance.

3. Provide a listing of recommended replacement parts for keeping in

stock supply, including sources of supply, for equipment. Include in

the listing belts for equipment: Belt manufacturer, model number,

size and style, and distinguished whether of multiple belt sets.

L. Provide copies of approved HVAC equipment submittals to the TAB Subcontractor.

1.5 QUALITY ASSURANCE A. Mechanical, electrical and associated systems shall be safe, reliable,

efficient, durable, easily and safely operable and maintainable, easily

and safely accessible, and in compliance with applicable codes as

specified. The systems shall be comprised of high quality

institutional-class and industrial-class products of manufacturers that

are experienced specialists in the required product lines. All

construction firms and personnel shall be experienced and qualified

specialists in industrial and institutional HVAC.

B. Flow Rate Tolerance for HVAC Equipment: Section 23 05 93, TESTING,

ADJUSTING, AND BALANCING FOR HVAC.


VAMC Baltimore, MD

23 05 11 - 10

C. Products Criteria:

1. Standard Products: Material and equipment shall be the standard products of a manufacturer regularly engaged in the manufacture of

the products for at least 3 years (or longer as specified

elsewhere). The design, model and size of each item shall have been

in satisfactory and efficient operation on at least three

installations for approximately three years. However, digital

electronics devices, software and systems such as controls,

instruments, computer work station, shall be the current generation

of technology and basic design that has a proven satisfactory

service record of at least three years. See other specification

sections for any exceptions and/or additional requirements.

2. Refer to all other sections for quality assurance requirements for

systems and equipment specified therein.

3. All items furnished shall be free from defects that would adversely

affect the performance, maintainability and appearance of individual

components and overall assembly.

4. The products and execution of work specified in Division 33 shall

conform to the referenced codes and standards as required by the

specifications. Local codes and amendments shall be enforced, along

with requirements of local utility companies. The most stringent

requirements of these specifications, local codes, or utility

company requirements shall always apply. Any conflicts shall be

brought to the attention of the COR.

5. Multiple Units: When two or more units of materials or equipment of

the same type or class are required, these units shall be of the

same manufacturer and model number, or if different models are

required they shall be of the same manufacturer and identical to the

greatest extent possible (i.e., same model series).

6. Assembled Units: Performance and warranty of all components that

make up an assembled unit shall be the responsibility of the

manufacturer of the completed assembly.

7. Nameplates: Nameplate bearing manufacturer's name or identifiable

trademark shall be securely affixed in a conspicuous place on

equipment, or name or trademark cast integrally with equipment,

stamped or otherwise permanently marked on each item of equipment.

8. Use of asbestos products or equipment or materials containing asbestos is prohibited.


VAMC Baltimore, MD

23 05 11 - 11

D. HVAC Equipment Service Providers: Service providers shall be authorized

and trained by the manufacturers of the equipment supplied. These

providers shall be capable of responding onsite and provide acceptable

service to restore equipment operations within 4 hours of receipt of

notification by phone, e-mail or fax in event of an emergency, such as

the shutdown of equipment; or within 24 hours in a non-emergency.

Submit names, mail and e-mail addresses and phone numbers of service

personnel and companies providing service under these conditions for

(as applicable to the project): fans, air handling units, chillers,

cooling towers, control systems, pumps, critical instrumentation,

computer workstation and programming.

E. HVAC Mechanical Systems Welding: Before any welding is performed, Contractor shall submit a certificate certifying that welders comply

with the following requirements:

1. Qualify welding processes and operators for piping according to ASME

BPVC Section IX. Provide proof of current certification.

2. Comply with provisions of ASME B31 series "Code for Pressure Piping".

3. Certify that each welder and welding operator has passed American Welding Society (AWS) qualification tests for the welding processes

involved, and that certification is current.

4. All welds shall be stamped according to the provisions of the AWS or ASME as required herein and by the associated code.

F. Manufacturer's Recommendations: Where installation procedures or any part thereof are required to be in accordance with the recommendations

of the manufacturer of the material being installed, printed copies of

these recommendations shall be furnished to the COR with submittals.

Installation of the item will not be allowed to proceed until the

recommendations are received. Failure to furnish these recommendations

can be cause for rejection of the material and removal by the

Contractor and no additional cost or time to the Government.

G. Execution (Installation, Construction) Quality: 1. Apply and install all items in accordance with manufacturer's

written instructions. Refer conflicts between the manufacturer's

instructions and the contract documents to the COR for resolution.

Provide written hard copies and computer files on CD or DVD of

manufacturer’s installation instructions to the COR with submittals

prior to commencing installation of any item. Installation of the


VAMC Baltimore, MD

23 05 11 - 12

item will not be allowed to proceed until the recommendations are

received and approved by the VA. Failure to furnish these

recommendations is a cause for rejection of the material.

2. All items that require access, such as for operating, cleaning, servicing, maintenance, and calibration, shall be easily and safely

accessible by persons standing at floor level, or standing on

permanent platforms, without the use of portable ladders. Examples

of these items include, but are not limited to, all types of valves,

filters and strainers, transmitters, control devices. Prior to

commencing installation work, refer conflicts between this

requirement and contract documents to the COR for resolution.

Failure of the Contractor to resolve, or point out any issues will

result in the Contractor correcting at no additional cost or time to

the Government.

3. Complete coordination/shop drawings shall be required in accordance

with Paragraph, SUBMITTALS. Construction work shall not start on any

system until the coordination/shop drawings have been approved by

VA.

4. Workmanship/craftsmanship will be of the highest quality and standards. The VA reserves the right to reject any work based on

poor quality of workmanship this work shall be removed and done

again at no additional cost or time to the Government.

H. Upon request by Government, provide lists of previous installations for

selected items of equipment. Include contact persons who will serve as

references, with current telephone numbers and e-mail addresses.

I. Guaranty: Warranty of Construction, FAR Clause 52.246-21. 1.6 DELIVERY, STORAGE AND HANDLING

A. Protection of Equipment:

1. Equipment and material placed on the job site shall remain in the custody of the Contractor until phased acceptance, whether or not

the Government has reimbursed the Contractor for the equipment and

material. The Contractor is solely responsible for the protection of

such equipment and material against any damage or theft.

2. Large equipment such as boilers, chillers, cooling towers, fans, and air handling units if shipped on open trailer trucks shall be

covered with shrink on plastics or water proof tarpaulins that

provide protection from exposure to rain, road salts and other


VAMC Baltimore, MD

23 05 11 - 13

transit hazards. Protection shall be kept in place until equipment

is moved into a building or installed as designed.

3. Repair damaged equipment in first class, new operating condition and

appearance; or, replace same as determined and directed by the COR.

Such repair or replacement shall be at no additional cost or time to

the Government.

4. Protect interiors of new equipment and piping systems against entry of foreign matter. Clean both inside and outside before painting or

placing equipment in operation.

5. Existing equipment and piping being worked on by the Contractor

shall be under the custody and responsibility of the Contractor and

shall be protected as required for new work.

6. Protect plastic piping and tanks from ultraviolet light (sunlight).

B. Cleanliness of Piping and Equipment Systems: 1. Exercise care in storage and handling of equipment and piping

material to be incorporated in the work. Remove debris arising from

cutting, threading and welding of piping.

2. Piping systems shall be flushed, blown or pigged as necessary to

deliver clean systems.

3. Clean interior of all tanks prior to delivery for beneficial use by

the Government.

4. Boilers shall be left clean following final internal inspection by Government insurance representative or inspector.

5. Contractor shall be fully responsible for all costs, damage, and delay arising from failure to provide clean systems.

1.7 AS-BUILT DOCUMENTATION A. Submit manufacturer’s literature and data updated to include submittal


B. Submit operation and maintenance data updated to include submittal review comments, VA approved substitutions and construction revisions

shall be inserted into a three-ring binder. All aspects of system

operation and maintenance procedures, including applicable piping

isometrics, wiring diagrams of all circuits, a written description of

system design, control logic, and sequence of operation shall be

included in the operation and maintenance manual. The operations and

maintenance manual shall include troubleshooting techniques and

procedures for emergency situations. Notes on all special systems or

devices shall be included. A List of recommended spare parts


VAMC Baltimore, MD

23 05 11 - 14




C. The installing Contractor shall maintain as-built drawings of each completed phase for verification; and, shall provide the complete set

at the time of final systems certification testing. Should the

installing Contractor engage the testing company to provide as-built or

any portion thereof, it shall not be deemed a conflict of interest or

breach of the ‘third party testing company’ requirement. Provide record

drawings as follows:

1. Red-lined, hand-marked drawings are to be provided, with one paper

copy and a scanned PDF version of the hand-marked drawings provided

on CD or DVD.

D. The as-built drawings shall indicate the location and type of all lockout/tagout points for all energy sources for all equipment and

pumps to include breaker location and numbers, valve tag numbers, etc.

Coordinate lockout/tagout procedures and practices with local VA

requirements.

E. Certification documentation shall be provided to COR 21 working days prior to submitting the request for final inspection. The documentation

shall include all test results, the names of individuals performing

work for the testing agency on this project, detailed procedures

followed for all tests, and provide documentation/certification that

all results of tests were within limits specified. Test results shall

contain written sequence of test procedure with written test results

annotated at each step along with the expected outcome or setpoint. The

results shall include all readings, including but not limited to data

on device (make, model and performance characteristics_), normal

pressures, switch ranges, trip points, amp readings, and calibration

data to include equipment serial numbers or individual identifications,

etc.

1.8 JOB CONDITIONS – WORK IN EXISTING BUILDING A. Building Operation: Government employees will be continuously operating

and managing all facilities, including temporary facilities that serve

the VAMC.

B. Maintenance of Service: Schedule all work to permit continuous service

as required by the VAMC.


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23 05 11 - 15

C. Steam and Condensate Service Interruptions: Limited steam and

condensate service interruptions, as required for interconnections of

new and existing systems, will be permitted by the COR during periods

when the demands are not critical to the operation of the VAMC. These

non-critical periods are limited to between 8 pm and 5 am in the

appropriate off-season (if applicable). Provide at least 10 working

days advance notice to the COR. The request shall include a detailed

plan on the proposed shutdown and the intended work to be done along

with manpower levels. All equipment and materials must be onsite and

verified with plan 5 days prior to the shutdown or it will need to be

rescheduled.

D. Phasing of Work: Comply with all requirements shown on contract documents. Contractor shall submit a complete detailed phasing

plan/schedule with manpower levels prior to commencing work. The

phasing plan shall be detailed enough to provide milestones in the

process that can be verified.

E. Building Working Environment: Maintain the architectural and structural integrity of the building and the working environment at all times.

Maintain the interior of building at 18 degrees C (65 degrees F)

minimum. Limit the opening of doors, windows or other access openings

to brief periods as necessary for rigging purposes. Storm water or

ground water leakage is prohibited. Provide daily clean-up of

construction and demolition debris on all floor surfaces and on all

equipment being operated by VA. Maintain all egress routes and safety

systems/devices.

F. Acceptance of Work for Government Operation: As new equipment, systems

and facilities are made available for operation and these items are

deemed of beneficial use to the Government, inspections will be made

and tests will be performed. Based on the inspections, a list of

contract deficiencies will be issued to the Contractor. After

correction of deficiencies as necessary for beneficial use, the

Contracting Officer will process necessary acceptance and the equipment

will then be under the control and operation of Government personnel.

PART 2 - PRODUCTS

2.1 FACTORY-ASSEMBLED PRODUCTS A. Provide maximum standardization of components to reduce spare part

requirements.


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23 05 11 - 16

B. Performance and warranty of all components that make up an assembled

unit shall be the responsibility of the manufacturer of the completed

assembly.

1. All components of an assembled unit need not be products of same manufacturer.

2. Constituent parts that are alike shall be products of a single

manufacturer.


assembly for intended service.

4. Contractor shall guarantee performance of assemblies of components,

and shall repair or replace elements of the assemblies as required

to deliver specified performance of the complete assembly.

C. Equipment and components of equipment shall bear manufacturer's name

and trademark, model number, serial number and performance data on a

nameplate securely affixed in a conspicuous place, or cast integral

with, stamped or otherwise permanently marked upon the components of

the equipment.

D. Major items of equipment, which serve the same function, must be the

same make and model. Exceptions must be approved by the VA, but may be

permitted if performance requirements cannot be met.

2.2 COMPATIBILITY OF RELATED EQUIPMENT A. Equipment and materials installed shall be compatible in all respects

with other items being furnished and with existing items so that the

result will be a complete and fully operational plant that conforms to

contract requirements.

2.3 LIFTING ATTACHMENTS A. Provide equipment with suitable lifting attachments to enable equipment

to be lifted in its normal position. Lifting attachments shall

withstand any handling conditions that might be encountered, without

bending or distortion of shape, such as rapid lowering and braking of

load.

2.4 ELECTRIC MOTORS A. All material and equipment furnished and installation methods shall

conform to the requirements of Section 23 05 12, GENERAL MOTOR

REQUIREMENTS FOR HVAC AND STEAM GENERATION EQUIPMENT; Section 26 29 11,

MOTOR CONTROLLERS; and, Section 26 05 19, LOW-VOLTAGE ELECTRICAL POWER

CONDUCTORS AND CABLES. Provide all electrical wiring, conduit, and

devices necessary for the proper connection, protection and operation


VAMC Baltimore, MD

23 05 11 - 17

of the systems. Provide special energy efficient premium efficiency

type motors as scheduled.

2.5 VARIABLE SPEED MOTOR CONTROLLERS A. Refer to Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

and Section 26 29 11, MOTOR CONTROLLERS for specifications.

B. The combination of controller and motor shall be provided by the

manufacturer of the driven equipment, such as pumps and fans, and shall

be rated for 100 percent output performance. Multiple units of the same

class of equipment, i.e. air handlers, fans, pumps, shall be product of

a single manufacturer.

C. Motors shall be premium efficiency type and be approved by the motor

controller manufacturer. The controller-motor combination shall be

guaranteed to provide full motor nameplate horsepower in variable

frequency operation. Both driving and driven motor/fan sheaves shall be

fixed pitch.

D. Controller shall not add any current or voltage transients to the input

ac power distribution system, DDC controls, sensitive medical

equipment, etc., nor shall be affected from other devices on the ac

power system.

2.6 EQUIPMENT AND MATERIALS IDENTIFICATION A. Use symbols, nomenclature and equipment numbers specified, shown on the

contract documents and shown in the maintenance manuals. Identification

for piping is specified in Section 09 91 00, PAINTING.

B. Interior (Indoor) Equipment: Engraved nameplates, with letters not less than 5 mm (3/16 inch) high of brass with black-filled letters, or rigid

black plastic with white letters specified in Section 09 91 00,

PAINTING permanently fastened to the equipment. Identify unit

components such as coils, filters, fans, etc.

C. Exterior (Outdoor) Equipment: Brass nameplates, with engraved black filled letters, not less than 5 mm (3/16 inch) high riveted or bolted

to the equipment.

D. Control Items: Label all instrumentation, temperature and humidity sensors, controllers and control dampers. Identify and label each item

as they appear on the control diagrams.

E. Valve Tags and Lists:

1. HVAC and Mechanical Rooms: Provide for all valves other than for

equipment in Section 23 82 00, CONVECTION HEATING AND COOLING UNITS

and Section 23 36 00, AIR TERMNAL UNITS.


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23 05 11 - 18

2. Valve tags: Engraved black filled numbers and letters not less than

15 mm (1/2 inch) high for number designation, and not less than 6 mm

(1/4 inch) for service designation on 19-gauge 40 mm (1-1/2 inches)

round brass disc, attached with brass "S" hook or brass chain.

3. Valve lists: Typed or printed plastic coated card(s), sized 215 mm

(8-1/2 inches) by 275 mm (11 inches) showing tag number, valve

function and area of control, for each service or system. Punch

sheets for a 3-ring notebook.

4. Provide detailed plan for each floor of the building indicating the location and valve number for each valve. Identify location of each

valve with a color-coded thumb tack in ceiling.

F. Ceiling Grid Labels: 1. 50 mm (2 inch) long by 15 mm (1/2 inch) wide by 0.025 mm (1 mil)

thick UV resistant metalized polyester label with red border color

and black custom lettering on white background interior. Peel and

stick adhesive backing. Label and adhesive manufactured specifically

for use in equipment inventory tagging.

2. Custom print labels with above ceiling HVAC equipment numbers. 2.7 FIRESTOPPING

A. Section 07 84 00, FIRESTOPPING specifies an effective barrier against

the spread of fire, smoke and gases where penetrations occur for piping

and ductwork.

2.8 GALVANIZED REPAIR COMPOUND A. Mil-P-21035B, paint form.

2.9 HVAC PIPE AND EQUIPMENT SUPPORTS AND RESTRAINTS A. Vibration Isolators: Refer to Section 23 05 41, NOISE AND VIBRATION

CONTROL FOR HVAC PIPING AND EQUIPMENT.

B. Supports for Roof Mounted Items:

1. Equipment: Equipment rails shall be galvanized steel, minimum 1.3 mm (18 gauge), with integral baseplate, continuous welded corner seams,

factory installed 50 by 100 mm (2 by 4 inches) treated wood nailer,

1.3 mm (18 gauge) galvanized steel counter flashing cap with screws,

built-in cant strip, (except for gypsum or tectum deck), minimum

height 275 mm (11 inches). For surface insulated roof deck, provide

raised cant strip to start at the upper surface of the insulation.

2. Pipe/duct pedestals: Provide a galvanized Unistrut channel welded to

U-shaped mounting brackets which are secured to side of rail with

galvanized lag bolts.


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23 05 11 - 19

C. Pipe Supports: Comply with MSS SP-58. Type Numbers specified refer to

this standard. For selection and application comply with MSS SP-58.

Refer to Section 05 50 00, METAL FABRICATIONS, for miscellaneous metal

support materials and prime coat painting requirements.

D. Attachment to Concrete Building Construction:

1. Concrete insert: MSS SP-58, Type 18.

2. Self-drilling expansion shields and machine bolt expansion anchors: Permitted in concrete not less than 100 mm (4 inches) thick when

approved by the COR for each job condition.

3. Power-driven fasteners: Permitted in existing concrete or masonry

not less than 100 mm (4 inches) thick when approved by the COR for

each job condition.

E. Attachment to Steel Building Construction:

1. Welded attachment: MSS SP-58, Type 22. 2. Beam clamps: MSS SP-58, Types 20, 21, 28 or 29. Type 23 C-clamp may

be used for individual copper tubing up to 23 mm (7/8 inch) outside

diameter.

F. Attachment to existing structure: Support from existing floor/roof

frame.

G. Attachment to Wood Construction: Wood screws or lag bolts.

H. Hanger Rods: Hot-rolled steel, ASTM A36/A36M or ASTM A575 for allowable

load listed in MSS SP-58. For piping, provide adjustment means for

controlling level or slope. Types 13 or 15 turn-buckles shall provide

40 mm (1-1/2 inches) minimum of adjustment and incorporate locknuts.

All-thread rods are acceptable.

I. Hangers Supporting Multiple Pipes (Trapeze Hangers): Galvanized, cold

formed, lipped steel channel horizontal member, not less than 41 mm by

41 mm (1-5/8 inches by 1-5/8 inches), 2.7 mm (12 gauge), designed to

accept special spring held, hardened steel nuts. Trapeze hangers are

prohibited for use for steam supply and condensate piping.

1. Allowable hanger load: Manufacturers rating less 91 kg (200 pounds).

2. Guide individual pipes on the horizontal member of every other trapeze hanger with 6 mm (1/4 inch) U-bolt fabricated from steel

rod. Provide Type 40 insulation shield, secured by two 15 mm (1/2

inch) galvanized steel bands, or preinsulated calcium silicate

shield for insulated piping at each hanger.


VAMC Baltimore, MD

23 05 11 - 20

J. Supports for Piping Systems:

1. Select hangers sized to encircle insulation on insulated piping. Refer to Section 23 07 11, HVAC AND BOILER PLANT INSULATION for

insulation thickness. To protect insulation, provide Type 39 saddles

for roller type supports or preinsulated calcium silicate shields.

Provide Type 40 insulation shield or preinsulated calcium silicate

shield at all other types of supports and hangers including those

for preinsulated piping.

2. Piping Systems except High and Medium Pressure Steam (MSS SP-58): a. Standard clevis hanger: Type 1; provide locknut.

b. Riser clamps: Type 8.

c. Wall brackets: Types 31, 32 or 33. d. Roller supports: Type 41, 43, 44 and 46.

e. Saddle support: Type 36, 37 or 38. f. Turnbuckle: Types 13 or 15. Preinsulate.

g. U-bolt clamp: Type 24.

h. Copper Tube: 1) Hangers, clamps and other support material in contact with

tubing shall be painted with copper colored epoxy paint,

plastic coated or taped with non-adhesive isolation tape to

prevent electrolysis.

2) For vertical runs use epoxy painted or plastic-coated riser clamps.

3) For supporting tube to strut: Provide epoxy painted pipe straps for copper tube or plastic inserted vibration isolation

clamps.

4) Insulated Lines: Provide pre-insulated calcium silicate shields sized for copper tube.

i. Supports for plastic piping: As recommended by the pipe manufacturer with black rubber tape extending one inch beyond

steel support or clamp.

3. Convertor and Expansion Tank Hangers: May be Type 1 sized for the shell diameter. Insulation where required will cover the hangers.

K. Pre-insulated Calcium Silicate Shields: 1. Provide 360-degree water resistant high density 965 kPa (140 psig)

compressive strength calcium silicate shields encased in galvanized

metal.


VAMC Baltimore, MD

23 05 11 - 21

2. Pre-insulated calcium silicate shields to be installed at the point

of support during erection.

3. Shield thickness shall match the pipe insulation.

4. The type of shield is selected by the temperature of the pipe, the load it must carry, and the type of support it will be used with.

a. Shields for supporting chilled or cold water shall have

insulation that extends a minimum of 25 mm (1 inch) past the

sheet metal. Provide for an adequate vapor barrier in chilled

lines.

b. The pre-insulated calcium silicate shield shall support the

maximum allowable water filled span as indicated in MSS SP-58. To

support the load, the shields may have one or more of the

following features: structural inserts 4138 kPa (600 psig)

compressive strength, an extra bottom metal shield, or formed

structural steel (ASTM A36/A36M) wear plates welded to the bottom

sheet metal jacket.

5. Shields may be used on steel clevis hanger type supports, roller supports or flat surfaces.

2.10 PIPE PENETRATIONS A. Install sleeves during construction for other than blocked out floor

openings for risers in mechanical bays.

B. To prevent accidental liquid spills from passing to a lower level, provide the following:

1. For sleeves: Extend sleeve 25 mm (1 inch) above finished floor and provide sealant for watertight joint.

2. For blocked out floor openings: Provide 40 mm (1-1/2 inch) angle set

in silicone adhesive around opening.

3. For drilled penetrations: Provide 40 mm (1-1/2 inch) angle ring or

square set in silicone adhesive around penetration.

C. Penetrations through beams or ribs are prohibited, but may be installed

in concrete beam flanges. Any deviation from these requirements must

receive prior approval of COR.

D. Sheet Metal, Plastic, or Moisture-resistant Fiber Sleeves: Provide for

pipe passing through floors, interior walls, and partitions, unless

brass or steel pipe sleeves are specifically called for below.

E. Cast Iron or Zinc Coated Pipe Sleeves: Provide for pipe passing through

exterior walls below grade. Make space between sleeve and pipe


VAMC Baltimore, MD

23 05 11 - 22

watertight with a modular or link rubber seal. Seal shall be applied at

both ends of sleeve.

F. Galvanized Steel or an alternate Black Iron Pipe with asphalt coating

Sleeves: Provide for pipe passing through concrete beam flanges, except

where brass pipe sleeves are called for. Provide sleeve for pipe

passing through floor of mechanical rooms, laundry work rooms, and

animal rooms above basement. Except in mechanical rooms, connect sleeve

with floor plate.

G. Brass Pipe Sleeves: Provide for pipe passing through quarry tile, terrazzo or ceramic tile floors. Connect sleeve with floor plate.

H. Sleeves are not required for wall hydrants for fire department

connections or in drywall construction.

I. Sleeve Clearance: Sleeve through floors, walls, partitions, and beam

flanges shall be one inch greater in diameter than external diameter of

pipe. Sleeve for pipe with insulation shall be large enough to

accommodate the insulation. Interior openings shall be caulked tight

with fire stopping material and sealant to prevent the spread of fire,

smoke, and gases.

J. Sealant and Adhesives: Shall be as specified in Section 07 92 00, JOINT SEALANTS.

2.11 DUCT PENETRATIONS A. Provide curbs for roof mounted piping, ductwork and equipment. Curbs

shall be 450 mm (18 inches) high with continuously welded seams, built-

in cant strip, interior baffle with acoustic insulation, curb bottom,

hinged curb adapter.

B. Provide firestopping for openings through fire and smoke barriers,

maintaining minimum required rating of floor, ceiling or wall assembly.

See section 07 84 00, FIRESTOPPING.

2.12 SPECIAL TOOLS AND LUBRICANTS A. Furnish, and turn over to the COR, tools not readily available

commercially, that are required for disassembly or adjustment of

equipment and machinery furnished.

B. Grease Guns with Attachments for Applicable Fittings: One for each type

of grease required for each motor or other equipment.

C. Refrigerant Tools: Provide system charging/Evacuation equipment,

gauges, fittings, and tools required for maintenance of furnished

equipment.


VAMC Baltimore, MD

23 05 11 - 23

D. Tool Containers: Hardwood or metal, permanently identified for intended

service and mounted, or located, where directed by the COR.

E. Lubricants: A minimum of 0.95 L (1 quart) of oil, and 0.45 kg (1 pound)

of grease, of equipment manufacturer's recommended grade and type, in

unopened containers and properly identified as to use for each

different application.

2.13 WALL, FLOOR AND CEILING PLATES A. Material and Type: Chrome plated brass or chrome plated steel, one

piece or split type with concealed hinge, with set screw for fastening

to pipe, or sleeve. Use plates that fit tight around pipes, cover

openings around pipes and cover the entire pipe sleeve projection.

B. Thickness: Not less than 2.4 mm (3/32 inch) for floor plates. For wall and ceiling plates, not less than 0.64 mm (0.025 inch) for up to 80 mm

(3-inch pipe), 0.89 mm (0.035 inch) for larger pipe.

C. Locations: Use where pipe penetrates floors, walls and ceilings in

exposed locations, in finished areas only. Provide a watertight joint

in spaces where brass or steel pipe sleeves are specified.

2.14 ASBESTOS A. Materials containing asbestos are prohibited.

PART 3 - EXECUTION

3.1 GENERAL A. If an installation is unsatisfactory to the COR, the Contractor shall

correct the installation at no additional cost or time to the

Government.

3.2 ARRANGEMENT AND INSTALLATION OF EQUIPMENT AND PIPING A. Location of piping, sleeves, inserts, hangers, and equipment, access

provisions shall be coordinated with the work of all trades. The

coordination/shop drawings shall be submitted for review. Locate

piping, sleeves, inserts, hangers, ductwork and equipment clear of

windows, doors, openings, light outlets, and other services and

utilities. Equipment coordination/shop drawings shall be prepared to

coordinate proper location and personnel access of all facilities. The

drawings shall be submitted for review. Follow manufacturer's published

recommendations for installation methods not otherwise specified.

B. Operating Personnel Access and Observation Provisions: Select and

arrange all equipment and systems to provide clear view and easy

access, without use of portable ladders, for maintenance and operation

of all devices including, but not limited to: all equipment items,


VAMC Baltimore, MD

23 05 11 - 24

valves, filters, strainers, transmitters, sensors, control devices. All

gauges and indicators shall be clearly visible by personnel standing on

the floor or on permanent platforms. Do not reduce or change

maintenance and operating space and access provisions that are shown on

the contract documents.

C. Equipment and Piping Support: Coordinate structural systems necessary

for pipe and equipment support with pipe and equipment locations to

permit proper installation.

D. Location of pipe sleeves, trenches and chases shall be accurately coordinated with equipment and piping locations.

E. Cutting Holes:

1. Cut holes through concrete and masonry by rotary core drill. Pneumatic hammer, impact electric, and hand or manual hammer type

drill is prohibited, except as permitted by COR where working area

space is limited.

2. Locate holes to avoid interference with structural members such as

slabs, columns, ribs, beams or reinforcing. Holes shall be laid out

in advance and drilling done only after approval by COR. If the

Contractor considers it necessary to drill through structural

members, this matter shall be referred to COR for approval.

3. Do not penetrate membrane waterproofing.

F. Minor Piping: Generally, small diameter pipe runs from drips and drains, water cooling, and other service are not shown but must be

provided.

G. Electrical Interconnection of Instrumentation or Controls: This

generally not shown but must be provided. This includes

interconnections of sensors, transmitters, transducers, control

devices, control and instrumentation panels, instruments and computer

workstations. Devices shall be located so they are easily accessible

for testing, maintenance, calibration, etc. The COR has the final

determination on what is accessible and what is not. Comply with NFPA

70.

H. Protection and Cleaning:

1. Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during

installation, in accordance with the manufacturer's recommendations

and as approved by the COR. Damaged or defective items in the

opinion of the COR, shall be replaced.


VAMC Baltimore, MD

23 05 11 - 25

2. Protect all finished parts of equipment, such as shafts and bearings

where accessible, from rust prior to operation by means of

protective grease coating and wrapping. Close pipe openings with

caps or plugs during installation. Tightly cover and protect

fixtures and equipment against dirt, water chemical, or mechanical

injury. At completion of all work thoroughly clean fixtures, exposed

materials and equipment.

I. Concrete and Grout: Use concrete and non-shrink grout 20 MPa (3000

psig) minimum, specified in Section 03 30 00, CAST-IN-PLACE CONCRETE.

J. Install gauges, thermometers, valves and other devices with due regard

for ease in reading or operating and maintaining said devices. Locate

and position thermometers and gauges to be easily read by operator or

staff standing on floor or walkway provided. Servicing shall not

require dismantling adjacent equipment or pipe work.

K. Install steam piping expansion joints as per manufacturer’s

recommendations.

L. Work in Existing Building: 1. Perform as specified in Article, OPERATIONS AND STORAGE AREAS,

Article, ALTERATIONS, and Article, RESTORATION of the Section 01 00

00, GENERAL REQUIREMENTS for relocation of existing equipment,

alterations and restoration of existing building(s).

2. As specified in Section 01 00 00, GENERAL REQUIREMENTS, Article, OPERATIONS AND STORAGE AREAS, make alterations to existing service

piping at times that will least interfere with normal operation of

the facility.

M. Work in Animal Research Areas: Seal all pipe and duct penetrations with

silicone sealant to prevent entrance of insects.

N. Switchgear/Electrical Equipment Drip Protection: Every effort shall be

made to eliminate the installation of pipe above electrical and

data/telephone switchgear. If this is not possible, encase pipe in a

second pipe with a minimum of joints. Installation of piping, ductwork,

leak protection apparatus or other installations foreign to the

electrical installation shall not be located in the space equal to the

width and depth of the equipment and extending from to a height of 1.8

m (6 feet) above the equipment or to ceiling structure, whichever is

lower (NFPA 70).


VAMC Baltimore, MD

23 05 11 - 26

O. Inaccessible Equipment:

1. Where the Government determines that the Contractor has installed equipment not conveniently accessible for operation and maintenance

or inspections, equipment shall be removed and reinstalled or

remedial action performed as directed at no additional cost or time

to the Government.

2. The term "conveniently accessible" is defined as capable of being reached without the use of ladders, or without climbing or crawling

under or over obstacles such as, but not limited to motors, fans,

pumps, belt guards, transformers, high voltage lines, conduit and

raceways, piping, hot surfaces, and ductwork. The COR has final

determination on whether an installation meets this requirement or

not.

3.3 TEMPORARY PIPING AND EQUIPMENT A. Continuity of operation of existing facilities will generally require

temporary installation or relocation of equipment and piping.

B. The Contractor shall provide all required facilities in accordance with the requirements of phased construction and maintenance of service. All

piping and equipment shall be properly supported, sloped to drain,

operate without excessive stress, and shall be insulated where injury

can occur to personnel by contact with operating facilities. The

requirements of Paragraph, ARRANGEMENT AND INSTALLATION OF EQUIPMENT

AND PIPING apply.

C. Temporary facilities and piping shall be completely removed and any openings in structures sealed. Provide necessary blind flanges and caps

to seal open piping remaining in service.

3.4 RIGGING A. Design is based on application of available equipment. Openings in

building structures are planned to accommodate design scheme.

B. Alternative methods of equipment delivery may be offered by Contractor

and will be considered by Government under specified restrictions of

phasing and maintenance of service requirements as well as structural

integrity of the building.

C. Close all openings in the building when not required for rigging operations to maintain proper environment in the facility for

Government operation and maintenance of service.

D. Contractor shall provide all facilities required to deliver specified equipment and place on foundations. Attachments to structures for


VAMC Baltimore, MD

23 05 11 - 27

rigging purposes and support of equipment on structures shall be

Contractor's full responsibility. Upon request, the Government will

check structure adequacy and advise Contractor of recommended

restrictions.

E. Contractor shall check all clearances, weight limitations and shall

offer a rigging plan designed by a Registered Professional Engineer.

All modifications to structures, including reinforcement thereof, shall

be at Contractor's cost, time and responsibility.

F. Follow approved rigging plan. G. Restore building to original condition upon completion of rigging work.

3.5 PIPE AND EQUIPMENT SUPPORTS A. Where hanger spacing does not correspond with joist or rib spacing, use

structural steel channels designed by a structural engineer, secured

directly to joist and rib structure that will correspond to the

required hanger spacing, and then suspend the equipment and piping from

the channels. Drill or burn holes in structural steel only with the

prior approval of the COR.

B. Use of chain pipe supports; wire or strap hangers; wood for blocking,

stays and bracing; or, hangers suspended from piping above are

prohibited. Replace or thoroughly clean rusty products and paint with

zinc primer.

C. Hanger rods shall be used that are straight and vertical. Turnbuckles for vertical adjustments may be omitted where limited space prevents

use. Provide a minimum of 15 mm (1/2 inch) clearance between pipe or

piping covering and adjacent work.

D. HVAC Horizontal Pipe Support Spacing: Refer to MSS SP-58. Provide

additional supports at valves, strainers, in-line pumps and other heavy

components. Provide a support within one foot of each elbow.

E. HVAC Vertical Pipe Supports: 1. Up to 150 mm (6-inch pipe), 9 m (30 feet) long, bolt riser clamps to

the pipe below couplings, or welded to the pipe and rests supports

securely on the building structure.

2. Vertical pipe larger than the foregoing, support on base elbows or

tees, or substantial pipe legs extending to the building structure.

F. Overhead Supports:

1. Provide steel structural members, in addition to those shown, of

adequate capability to support the imposed loads, located in

accordance with the final approved layout of equipment and piping.


VAMC Baltimore, MD

23 05 11 - 28

2. Tubing and capillary systems shall be supported in channel troughs.

G. Floor Supports: 1. Provide concrete bases, concrete anchor blocks and pedestals, and

structural steel systems for support of equipment and piping.

Concrete bases and structural systems shall be anchored and doweled

to resist forces under operating and seismic conditions (if

applicable) without excessive displacement or structural failure.

2. Bases and supports shall not be located and installed until

equipment mounted thereon has been approved. Bases shall be sized to

match equipment mounted thereon plus 50 mm (2 inch) excess on all

edges. Chiller foundations shall have horizontal dimensions that

exceed chiller base frame dimensions by at least 150 mm (6 inches)

on all sides. Structural contract documents shall be reviewed for

additional requirements. Bases shall be neatly finished and

smoothed, shall have chamfered edges at the top, and shall be

suitable for painting.

3. All equipment shall be shimmed, leveled, firmly anchored, and grouted with epoxy grout. Anchor bolts shall be placed in sleeves,

anchored to the bases. Fill the annular space between sleeves and

bolts with a granular material to permit alignment and realignment.

3.6 MECHANICAL DEMOLITION A. Rigging access, other than indicated on the contract documents, shall

be provided by the Contractor after approval for structural integrity

by the COR. Such access shall be provided without additional cost or

time to the Government. Where work is in an operating plant, provide

approved protection from dust and debris at all times for the safety of

plant personnel and maintenance of plant operation and environment of

the plant.

B. In an operating facility, maintain the operation, cleanliness and safety. Government personnel will be carrying on their normal duties of

operating, cleaning and maintaining equipment and plant operation.

Confine the work to the immediate area concerned; maintain cleanliness

and wet down demolished materials to eliminate dust. Debris accumulated

in the area to the detriment of plant operation is prohibited. Perform

all flame cutting to maintain the fire safety integrity of this plant.

Adequate fire extinguishing facilities shall be available at all times.

Perform all work in accordance with recognized fire protection

standards. Inspection will be made by personnel of the VAMC, and


VAMC Baltimore, MD

23 05 11 - 29

Contractor shall follow all directives of the COR with regard to

rigging, safety, fire safety, and maintenance of operations.

C. Unless specified otherwise, all piping, wiring, conduit, and other

devices associated with the equipment not re-used in the new work shall

be completely removed from Government property per Section 01 74 19,

CONSTRUCTION WASTE MANAGEMENT. This includes all concrete pads, pipe,

valves, fittings, insulation, and all hangers including the top

connection and any fastenings to building structural systems. All

openings shall be sealed after removal of equipment, pipes, ducts, and

other penetrations in roof, walls, floors, in an approved manner and in

accordance with contract documents where specifically covered.

Structural integrity of the building system shall be maintained.

Reference shall also be made to the contract documents of the other

disciplines in the project for additional facilities to be demolished

or handled.

D. All indicated valves including gate, globe, ball, butterfly and check,

all pressure gauges and thermometers with wells shall remain Government

property and shall be removed and delivered to COR and stored as

directed. The Contractor shall remove all other material and equipment,

devices and demolition debris under these contract documents. Such

material shall be removed from Government property expeditiously and

shall not be allowed to accumulate.

3.7 CLEANING AND PAINTING A. Prior to final inspection and acceptance of the plant and facilities

for beneficial use by the Government, the plant facilities, equipment

and systems shall be thoroughly cleaned and painted. Refer to Section

09 91 00, PAINTING.

B. In addition, the following special conditions apply:

1. Cleaning shall be thorough. Solvents, cleaning materials and methods recommended by the manufacturers shall be used for the specific

tasks. All rust shall be removed prior to painting and from surfaces

to remain unpainted. Repair scratches, scuffs, and abrasions prior

to applying prime and finish coats.

2. The following material and equipment shall not be painted: a. Motors, controllers, control switches, and safety switches.

b. Control and interlock devices.

c. Regulators. d. Pressure reducing valves.


VAMC Baltimore, MD

23 05 11 - 30

e. Control valves and thermostatic elements.

f. Lubrication devices and grease fittings. g. Copper, brass, aluminum, stainless steel and bronze surfaces.

h. Valve stems and rotating shafts. i. Pressure gauges and thermometers.

j. Glass.

k. Nameplates. 3. Control and instrument panels shall be cleaned, damaged surfaces

repaired, and shall be touched-up with matching paint obtained from

panel manufacturer.

4. Pumps, motors, steel and cast-iron bases, and coupling guards shall

be cleaned, and shall be touched-up with the same paint type and

color as utilized by the pump manufacturer.

5. Temporary Facilities: Apply paint to surfaces that do not have existing finish coats. This may include painting exposed metals

where hangers were removed or where equipment was moved or removed.

6. Paint shall withstand the following temperatures without peeling or discoloration:

a. Condensate and Feedwater: 38 degrees C (100 degrees F) on insulation jacket surface and 121 degrees C (250 degrees F) on

metal pipe surface.

b. Steam: 52 degrees C (125 degrees F) on insulation jacket surface and 190 degrees C (374 degrees F) on metal pipe surface.

7. Final result shall be smooth, even-colored, even-textured factory finish on all items. Completely repaint the entire piece of

equipment if necessary to achieve this.

8. Lead based paints are prohibited. 3.8 IDENTIFICATION SIGNS

A. Provide laminated plastic signs, with engraved lettering not less than 5 mm (3/16 inch) high, designating functions, for all equipment,

switches, motor controllers, relays, meters, control devices, including

automatic control valves. Nomenclature and identification symbols shall

correspond to that used in maintenance manual, and in diagrams

specified elsewhere. Attach by chain, adhesive, or screws.

B. Factory Built Equipment: Metal plate, securely attached, with name and

address of manufacturer, serial number, model number, size,

performance.

C. Pipe Identification: Refer to Section 09 91 00, PAINTING.


VAMC Baltimore, MD

23 05 11 - 31

D. Attach ceiling grid label on ceiling grid location directly underneath

above-ceiling air terminal, control system component, valve, filter

unit, fan etc.

3.9 MOTOR AND DRIVES A. Use synchronous belt drives only on equipment controlled by soft

starters or variable frequency drive motor controllers without a bypass

contactor. Use V-belt drives on all other applications.

B. Alignment of V-Belt Drives: Set driving and driven shafts parallel and

align so that the corresponding grooves are in the same plane.

C. Alignment of Synchronous Belt Drives: Set driving and driven shafts

parallel and align so that the corresponding pulley flanges are in the

same plane.

D. Alignment of Direct-Connect Drives: Securely mount motor in accurate

alignment so that shafts are per coupling manufacturer’s tolerances

when both motor and driven machine are operating at normal

temperatures.

3.10 LUBRICATION A. All equipment and devices requiring lubrication shall be lubricated

prior to initial operation. Field-check all devices for proper

lubrication.

B. All devices and equipment shall be equipped with required lubrication

fittings or devices. A minimum of 0.95 liter (1 quart) of oil and 0.45

kg (1 pound) of grease of manufacturer's recommended grade and type for

each different application shall be provided; also provide 12 grease

sticks for lubricated plug valves. Deliver all materials to COR in

unopened containers that are properly identified as to application.

C. All lubrication points shall be accessible without disassembling equipment, except to remove access plates.

D. All lubrication points shall be extended to one side of the equipment. 3.11 STARTUP, TEMPORARY OPERATION AND TESTING

A. Perform tests as recommended by product manufacturer and listed

standards and under actual or simulated operating conditions and prove

full compliance with design and specified requirements. Tests of the

various items of equipment shall be performed simultaneously with the

system of which each item is an integral part.

B. When any defects are detected, correct defects and repeat test at no

additional cost or time to the Government.


VAMC Baltimore, MD

23 05 11 - 32

C. Startup of equipment shall be performed as described in equipment

specifications. Vibration within specified tolerance shall be verified

prior to extended operation. Temporary use of equipment is specified in

Section 01 00 00, GENERAL REQUIREMENTS, Article, TEMPORARY USE OF

MECHANICAL AND ELECTRICAL EQUIPMENT.

3.12 OPERATING AND PERFORMANCE TESTS A. Prior to the final inspection, perform required tests as specified in

Section 01 00 00, GENERAL REQUIREMENTS Article, TESTS, and in

individual Division 23 specification sections and submit the test

reports and records to the COR.

B. Should evidence of malfunction in any tested system, or piece of

equipment or component part thereof, occur during or as a result of

tests, make proper corrections, repairs or replacements, and repeat

tests at no additional cost or time to the Government.

C. When completion of certain work or system occurs at a time when final

control settings and adjustments cannot be properly made to make

performance tests, then conduct such performance tests and finalize

control settings for heating systems and for cooling systems

respectively during first actual seasonal use of respective systems

following completion of work. Rescheduling of these tests shall be

requested in writing to COR for approval.

D. No adjustments may be made during the acceptance inspection. All adjustments shall have been made by this point.

- - - E N D - - -


VAMC Baltimore, MD

23 05 93 - 1

SECTION 23 05 93

TESTING, ADJUSTING, AND BALANCING FOR HVAC

PART 1 - GENERAL

1.1 DESCRIPTION

A. Testing, adjusting, and balancing (TAB) of heating, ventilating and air

conditioning (HVAC) systems. TAB includes the following:

1. Planning systematic TAB procedures.

2. Design Review Report.

3. Systems Inspection report.

4. Systems Readiness Report.

5. Balancing air and water distribution systems; adjustment of total

system to provide design performance; and testing performance of

equipment and automatic controls.

6. Recording and reporting results.

B. Definitions:

1. Basic TAB used in this Section: Chapter 38, "Testing, Adjusting and

Balancing" of 2011 ASHRAE Handbook, "HVAC Applications".

2. TAB: Testing, Adjusting and Balancing; the process of checking and

adjusting HVAC systems to meet design objectives.

3. AABC: Associated Air Balance Council.

4. NEBB: National Environmental Balancing Bureau.

5. Air Systems: Includes all outside air, supply air, return air,

exhaust air and relief air systems.

1.2 RELATED WORK

A. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, and SAMPLES.

C. Section 23 05 11, COMMON WORK RESULTS FOR HVAC.


A. Refer to Articles, Quality Assurance and Submittals, in Section

23 05 11, COMMON WORK RESULTS FOR HVAC.

B. Qualifications:

1. TAB Agency: The TAB agency shall be a subcontractor of the General

Contractor and shall report to and be paid by the General

Contractor.

2. The TAB agency shall be either a certified member of AABC or

certified by the NEBB to perform TAB service for HVAC, water

balancing and vibrations and sound testing of equipment. The

certification shall be maintained for the entire duration of duties

specified herein. If, for any reason, the agency loses subject


VAMC Baltimore, MD

23 05 93 - 2

certification during this period, the General Contractor shall

immediately notify the Resident Engineer and submit another TAB firm

for approval. Any agency that has been the subject of disciplinary

action by either the AABC or the NEBB within the five years

preceding Contract Award shall not be eligible to perform any work

related to the TAB. All work performed in this Section and in other

related Sections by the TAB agency shall be considered invalid if

the TAB agency loses its certification prior to Contract completion,

and the successor agency’s review shows unsatisfactory work

performed by the predecessor agency.

3. TAB Specialist: The TAB specialist shall be either a member of AABC

or an experienced technician of the Agency certified by NEBB. The

certification shall be maintained for the entire duration of duties

specified herein. If, for any reason, the Specialist loses subject

certification during this period, the General Contractor shall

immediately notify the Resident Engineer and submit another TAB

Specialist for approval. Any individual that has been the subject of

disciplinary action by either the AABC or the NEBB within the five

years preceding Contract Award shall not be eligible to perform any

duties related to the HVAC systems, including TAB. All work

specified in this Section and in other related Sections performed by

the TAB specialist shall be considered invalid if the TAB Specialist

loses its certification prior to Contract completion and must be

performed by an approved successor.

4. TAB Specialist shall be identified by the General Contractor within

60 days after the notice to proceed. The TAB specialist will be

coordinating, scheduling and reporting all TAB work and related

activities and will provide necessary information as required by the

Resident Engineer. The responsibilities would specifically include:

a. Shall directly supervise all TAB work.

b. Shall sign the TAB reports that bear the seal of the TAB

standard. The reports shall be accompanied by report forms and

schematic drawings required by the TAB standard, AABC or NEBB.

c. Would follow all TAB work through its satisfactory completion.

d. Shall provide final markings of settings of all HVAC adjustment

devices.

e. Permanently mark location of duct test ports.


VAMC Baltimore, MD

23 05 93 - 3

5. All TAB technicians performing actual TAB work shall be experienced

and must have done satisfactory work on a minimum of 3 projects

comparable in size and complexity to this project. Qualifications

must be certified by the TAB agency in writing. The lead technician

shall be certified by AABC or NEBB

C. Test Equipment Criteria: The instrumentation shall meet the

accuracy/calibration requirements established by AABC National

Standards or by NEBB Procedural Standards for Testing, Adjusting and

Balancing of Environmental Systems and instrument manufacturer. Provide

calibration history of the instruments to be used for test and balance

purpose.

D. Tab Criteria:

1. One or more of the applicable AABC, NEBB or SMACNA publications,

supplemented by ASHRAE Handbook "HVAC Applications" Chapter 38, and

requirements stated herein shall be the basis for planning,

procedures, and reports.

2. Flow rate tolerance: Following tolerances are allowed. For

tolerances not mentioned herein follow 2011 ASHRAE Handbook "HVAC

Applications", Chapter 38, as a guideline. Air Filter resistance

during tests, artificially imposed if necessary, shall be at least

100 percent of manufacturer recommended change over pressure drop

values for pre-filters and after-filters.

a. Air handling unit and all other fans, cubic meters/min (cubic

feet per minute): Minus 0 percent to plus l0 percent.

3. Systems shall be adjusted for energy efficient operation as

described in PART 3.

4. Typical TAB procedures and results shall be demonstrated to the

Resident Engineer for one air distribution system (including all

fans, three terminal units, three rooms randomly selected by the

Resident Engineer) and one hydronic system (pumps and three coils)

as follows:

a. When field TAB work begins.

b. During each partial final inspection and the final inspection for

the project if requested by VA.

1.4 SUBMITTALS


DATA, and SAMPLES.


VAMC Baltimore, MD

23 05 93 - 4

B. Submit names and qualifications of TAB agency and TAB specialists

within 60 days after the notice to proceed. Submit information on three

recently completed projects and a list of proposed test equipment.

C. For use by the Resident Engineer staff, submit one complete set of

applicable AABC or NEBB publications that will be the basis of TAB

work.

D. Submit Following for Review and Approval:

1. Design Review Report within 90 days for conventional design projects

and within 60 days for design-build projects after the system layout

on air and water side is completed by the Contractor.

2. Systems inspection report on equipment and installation for

conformance with design.

3. Duct Air Leakage Test Report.

4. Systems Readiness Report.

5. Intermediate and Final TAB reports covering flow balance and

adjustments, performance tests, vibration tests and sound tests.

6. Include in final reports uncorrected installation deficiencies noted

during TAB and applicable explanatory comments on test results that

differ from design requirements.

E. Prior to request for Final or Partial Final inspection, submit

completed Test and Balance report for the area.


A. The following publications form a part of this specification to the

extent indicated by the reference thereto. In text the publications are

referenced to by the acronym of the organization.

B. American Society of Heating, Refrigerating and Air Conditioning

Engineers, Inc. (ASHRAE):

2011 ...................HVAC Applications ASHRAE Handbook, Chapter 38,

Testing, Adjusting, and Balancing and Chapter

48, Sound and Vibration Control

C. Associated Air Balance Council (AABC):

2002....................AABC National Standards for Total System

Balance

D. National Environmental Balancing Bureau (NEBB):

7th Edition 2005 ........Procedural Standards for Testing, Adjusting,

Balancing of Environmental Systems

2nd Edition 2006 .......Procedural Standards for the Measurement of

Sound and Vibration


VAMC Baltimore, MD

23 05 93 - 5

3rd Edition 2009 ........Procedural Standards for Whole Building Systems

Commissioning of New Construction

E. Sheet Metal and Air Conditioning Contractors National Association

(SMACNA):

3rd Edition 2002 ........HVAC SYSTEMS Testing, Adjusting and Balancing

PART 2 - PRODUCTS

2.1 PLUGS

Provide plastic plugs to seal holes drilled in ductwork for test

purposes.

2.2 INSULATION REPAIR MATERIAL

See Section 23 07 11, HVAC and BOILER PLANT INSULATION Provide for

repair of insulation removed or damaged for TAB work.

PART 3 - EXECUTION

3.1 GENERAL

A. Refer to TAB Criteria in Article, Quality Assurance.

B. Obtain applicable contract documents and copies of approved submittals

for HVAC equipment and automatic control systems.

3.2 DESIGN REVIEW REPORT

The TAB Specialist shall review the Contract Plans and specifications

and advise the Resident Engineer of any design deficiencies that would

prevent the HVAC systems from effectively operating in accordance with

the sequence of operation specified or prevent the effective and

accurate TAB of the system. The TAB Specialist shall provide a report

individually listing each deficiency and the corresponding proposed

corrective action necessary for proper system operation.

3.3 SYSTEMS INSPECTION REPORT

A. Inspect equipment and installation for conformance with design.

B. The inspection and report is to be done after air distribution

equipment is on site and duct installation has begun, but well in

advance of performance testing and balancing work. The purpose of the

inspection is to identify and report deviations from design and ensure

that systems will be ready for TAB at the appropriate time.

C. Reports: Follow check list format developed by AABC, NEBB or SMACNA,

supplemented by narrative comments, with emphasis on air handling units

and fans. Check for conformance with submittals. Verify that diffuser

and register sizes are correct. Check air terminal unit installation

including their duct sizes and routing.


VAMC Baltimore, MD

23 05 93 - 6

3.4 SYSTEM READINESS REPORT

A. Inspect each System to ensure that it is complete including

installation and operation of controls. Submit report to RE in

standard format and forms prepared and or approved by the Commissioning

Agent.

B. Verify that all items such as ductwork piping, ports, terminals,

connectors, etc., that is required for TAB are installed. Provide a

report to the Resident Engineer.

3.5 TAB REPORTS

A. Submit an intermediate report for 100 percent of systems and equipment

tested and balanced to establish satisfactory test results.

B. The TAB contractor shall provide raw data immediately in writing to the

Resident Engineer if there is a problem in achieving intended results

before submitting a formal report.

C. If over 20 percent of readings in the intermediate report fall outside

the acceptable range, the TAB report shall be considered invalid and

all contract TAB work shall be repeated and re-submitted for approval

at no additional cost to the owner.

D. Do not proceed with the remaining systems until intermediate report is

approved by the Resident Engineer.

3.6 TAB PROCEDURES

A. Tab shall be performed in accordance with the requirement of the

Standard under which TAB agency is certified by either AABC or NEBB.

B. General: During TAB all related system components shall be in full

operation. Fan and pump rotation, motor loads and equipment vibration

shall be checked and corrected as necessary before proceeding with TAB.

Set controls and/or block off parts of distribution systems to simulate

design operation of variable volume air or water systems for test and

balance work.

C. Coordinate TAB procedures with existing systems and any phased construction completion requirements for the project. Return existing

areas outside the work area to pre constructed conditions.

D. Allow 5 days time in construction schedule for TAB and submission of all reports for an organized and timely correction of deficiencies.

E. Air Balance and Equipment Test: Include fan.

1. Adjust fan speeds to provide design air flow.


VAMC Baltimore, MD

23 05 93 - 7

2. Test and balance systems in all specified modes of operation,

including variable volume, economizer, and fire emergency modes.

Verify that dampers and other controls function properly.

5. Record final measurements for air handling equipment performance

data sheets.

3.7 MARKING OF SETTINGS

Following approval of Tab final Report, the setting of all HVAC

adjustment devices including valves, splitters and dampers shall be

permanently marked by the TAB Specialist so that adjustment can be

restored if disturbed at any time. Style and colors used for markings

shall be coordinated with the Resident Engineer.

3.8 IDENTIFICATION OF TEST PORTS

The TAB Specialist shall permanently and legibly identify the location

points of duct test ports. If the ductwork has exterior insulation, the

identification shall be made on the exterior side of the insulation.

All penetrations through ductwork and ductwork insulation shall be

sealed to prevent air leaks and maintain integrity of vapor barrier.

3.9 PHASING

A. Phased Projects: Testing and Balancing Work to follow project with

areas shall be completed per the project phasing. Upon completion of

the project all areas shall have been tested and balanced per the

contract documents.

B. Existing Areas: Systems that serve areas outside of the project scope

shall not be adversely affected. Measure existing parameters where

shown to document system capacity.

- - E N D - - -


VAMC Baltimore, MD

23 34 00 - 1

SECTION 23 34 00

HVAC FANS

PART 1 - GENERAL

1.1 DESCRIPTION

A. Fans for heating, ventilating and air conditioning.

B. Product Definitions: AMCA Publication 99, Standard l-66.

1.2 RELATED WORK


B. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, and SAMPLES.

C. Section 23 05 11, COMMON WORK RESULTS FOR HVAC and STEAM GENERATION.

D. Section 23 05 93, TESTING, ADJUSTING, and BALANCING FOR HVAC.


A. Refer to paragraph, QUALITY ASSURANCE, in Section 23 05 11, COMMON WORK

RESULTS FOR HVAC and STEAM GENERATION.

B. Fans and power ventilators shall be listed in the current edition of

AMCA 26l, and shall bear the AMCA performance seal.

C. Fans and power ventilators shall comply with the following standards:

l. Testing and Rating: AMCA 2l0.

2. Sound Rating: AMCA 300.

D. Performance Criteria:

l. The fan schedule shall show the design air volume and static

pressure. Select the fan motor HP by increasing the fan BHP by 10

percent to account for the drive losses and field conditions.

2. Select the fan operating point as follows:

a. Forward Curve and Axial Flow Fans: Right hand side of peak

pressure point

b. Air Foil, Backward Inclined, or Tubular: At or near the peak

static efficiency

E. Safety Criteria: Provide manufacturer's standard screen on fan inlet

and discharge where exposed to operating and maintenance personnel.

1.4 SUBMITTALS


DATA, and SAMPLES.

B. Manufacturers Literature and Data:

1. Propeller fans.

C. Certified Sound power levels for each fan.

D. Motor ratings types, electrical characteristics and accessories.


VAMC Baltimore, MD

23 34 00 - 2

E. Maintenance and Operating manuals in accordance with Section 01 00 00,


F. Certified fan performance curves for each fan showing cubic feet per

minute (CFM) versus static pressure, efficiency, and horsepower for

design point of operation.





B. Air Movement and Control Association International, Inc. (AMCA):

99-86...................Standards Handbook

2l0-06..................Laboratory Methods of Testing Fans for

Aerodynamic Performance Rating

26l-09..................Directory of Products Licensed to bear the AMCA

Certified Ratings Seal - Published Annually

300-08..................Reverberant Room Method for Sound Testing of

Fans


B117-07a................Standard Practice for Operating Salt Spray

(Fog) Apparatus

D1735-08................Standard Practice for Testing Water Resistance

of Coatings Using Water Fog Apparatus

D3359-08................Standard Test Methods for Measuring Adhesion by

Tape Test

G152-06.................Standard Practice for Operating Open Flame

Carbon Arc Light Apparatus for Exposure of Non-

Metallic Materials

G153-04.................Standard Practice for Operating Enclosed Carbon

Arc Light Apparatus for Exposure of Non-

Metallic Materials


NFPA 96-08..............Standard for Ventilation Control and Fire

Protection of Commercial Cooking Operations

E. National Sanitation Foundation (NSF):

37-07...................Air Curtains for Entrance Ways in Food and Food

Service Establishments

F. Underwriters Laboratories, Inc. (UL):

181-2005................Factory Made Air Ducts and Air Connectors


VAMC Baltimore, MD

23 34 00 - 3

PART 2 - PRODUCTS

2.1 PROPELLER FANS

A. Standards and Performance Criteria: Refer to Paragraph, QUALITY

ASSURANCE.

B. Belt-driven or direct-driven fans as indicated on drawings.

C. Square steel panel, deep drawn venturi, arc welded to support arms and

fan/motor support brackets, baked enamel finish. Provide wall collar

for thru-wall installations.

D. Motor, Motor Base and Drive: Refer to Section 23 05 11, COMMON WORK

RESULTS FOR HVAC and STEAM GENERATION. Motor shall be totally enclosed

type.

E. Wall Shutter: Fan manufacturer's standard, steel frame, aluminum

blades, spring closed.

F. Wire Safety Guards: Provide on exposed inlet and outlet.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install fan, motor and drive in accordance with manufacturer's

instructions.

B. Align fan and motor sheaves to allow belts to run true and straight.

C. Bolt equipment to curbs with galvanized lag bolts.

3.2 PRE-OPERATION MAINTENANCE

A. Lubricate bearings, pulleys, belts and other moving parts with

manufacturer recommended lubricants.

B. Rotate impeller by hand and check for shifting during shipment and

check all bolts, collars, and other parts for tightness.

C. Clean fan interiors to remove foreign material and construction dirt

and dust.

3.3 START-UP AND INSTRUCTIONS

A. Verify operation of motor, drive system and fan wheel according to the

drawings and specifications.

B. Check vibration and correct as necessary for air balance work.

- - - E N D - - -


VAMC Baltimore, MD

SECTION 26 05 11 REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section applies to all sections of Division 26.

B. Furnish and install electrical systems, materials, equipment, and

accessories in accordance with the specifications and drawings.

Capacities and ratings of motors, transformers, conductors and cable,

switchboards, switchgear, panelboards, generators, automatic transfer

switches, and other items and arrangements for the specified items are

shown on the drawings.

C. Conductor ampacities specified or shown on the drawings are based on

copper conductors, with the conduit and raceways sized per NEC.

Aluminum conductors are prohibited.

1.2 MINIMUM REQUIREMENTS

A. The latest International Building Code (IBC), Underwriters

Laboratories, Inc. (UL), Institute of Electrical and Electronics

Engineers (IEEE), and National Fire Protection Association (NFPA) codes

and standards are the minimum requirements for materials and

installation.

B. The drawings and specifications shall govern in those instances where

requirements are greater than those stated in the above codes and

standards.

1.3 TEST STANDARDS

A. All materials and equipment shall be listed, labeled, or certified by a

Nationally Recognized Testing Laboratory (NRTL) to meet Underwriters

Laboratories, Inc. (UL), standards where test standards have been

established. Materials and equipment which are not covered by UL

standards will be accepted, providing that materials and equipment are

listed, labeled, certified or otherwise determined to meet the safety

requirements of a NRTL. Materials and equipment which no NRTL accepts,

certifies, lists, labels, or determines to be safe, will be considered

if inspected or tested in accordance with national industrial

standards, such as ANSI, NEMA, and NETA. Evidence of compliance shall

include certified test reports and definitive shop drawings.

B. Definitions:

1. Listed: Materials and equipment included in a list published by an

organization that is acceptable to the Authority Having Jurisdiction

26 05 11 - 1


VAMC Baltimore, MD

and concerned with evaluation of products or services, that

maintains periodic inspection of production or listed materials and

equipment or periodic evaluation of services, and whose listing

states that the materials and equipment either meets appropriate

designated standards or has been tested and found suitable for a

specified purpose.

2. Labeled: Materials and equipment to which has been attached a label,

symbol, or other identifying mark of an organization that is

acceptable to the Authority Having Jurisdiction and concerned with

product evaluation, that maintains periodic inspection of production

of labeled materials and equipment, and by whose labeling the

manufacturer indicates compliance with appropriate standards or

performance in a specified manner.

3. Certified: Materials and equipment which:

a. Have been tested and found by a NRTL to meet nationally

recognized standards or to be safe for use in a specified manner.

b. Are periodically inspected by a NRTL.

c. Bear a label, tag, or other record of certification.

4. Nationally Recognized Testing Laboratory: Testing laboratory which

is recognized and approved by the Secretary of Labor in accordance

with OSHA regulations.

1.4 QUALIFICATIONS (PRODUCTS AND SERVICES)

A. Manufacturer’s Qualifications: The manufacturer shall regularly and

currently produce, as one of the manufacturer's principal products, the

materials and equipment specified for this project, and shall have

manufactured the materials and equipment for at least three years.

B. Product Qualification:

1. Manufacturer's materials and equipment shall have been in

satisfactory operation, on three installations of similar size and

type as this project, for at least three years.

2. The Government reserves the right to require the Contractor to

submit a list of installations where the materials and equipment

have been in operation before approval.

C. Service Qualifications: There shall be a permanent service organization

maintained or trained by the manufacturer which will render

satisfactory service to this installation within four hours of receipt

26 05 11 - 2


VAMC Baltimore, MD

of notification that service is needed. Submit name and address of

service organizations.


A. Applicable publications listed in all Sections of Division 26 shall be

the latest issue, unless otherwise noted.

B. Products specified in all sections of Division 26 shall comply with the

applicable publications listed in each section.

1.6 MANUFACTURED PRODUCTS

A. Materials and equipment furnished shall be of current production by

manufacturers regularly engaged in the manufacture of such items, and

for which replacement parts shall be available. Materials and

equipment furnished shall be new, and shall have superior quality and

freshness.

B. When more than one unit of the same class or type of materials and

equipment is required, such units shall be the product of a single

manufacturer.

C. Equipment Assemblies and Components:

1. Components of an assembled unit need not be products of the same

manufacturer.

2. Manufacturers of equipment assemblies, which include components made

by others, shall assume complete responsibility for the final

assembled unit.


assembly for the intended service.

4. Constituent parts which are similar shall be the product of a single

manufacturer.

D. Factory wiring and terminals shall be identified on the equipment being

furnished and on all wiring diagrams.

E. When Factory Tests are specified, Factory Tests shall be performed in

the factory by the equipment manufacturer, and witnessed by the

contractor. In addition, the following requirements shall be complied

with:

1. The Government shall have the option of witnessing factory tests.

The Contractor shall notify the Government through the COR a minimum

of thirty (30) days prior to the manufacturer’s performing of the

factory tests.

2. When factory tests are successful, contractor shall furnish four (4)

copies of the equipment manufacturer’s certified test reports to the

26 05 11 - 3


VAMC Baltimore, MD

COR fourteen (14) days prior to shipment of the equipment, and not

more than ninety (90) days after completion of the factory tests.

3. When factory tests are not successful, factory tests shall be

repeated in the factory by the equipment manufacturer, and witnessed

by the Contractor. The Contractor shall be liable for all

additional expenses for the Government to witness factory re-

testing.

1.7 VARIATIONS FROM CONTRACT REQUIREMENTS

A. Where the Government or the Contractor requests variations from the

contract requirements, the connecting work and related components shall

include, but not be limited to additions or changes to branch circuits,

circuit protective devices, conduits, wire, feeders, controls, panels

and installation methods.

1.8 MATERIALS AND EQUIPMENT PROTECTION

A. Materials and equipment shall be protected during shipment and storage

against physical damage, vermin, dirt, corrosive substances, fumes,

moisture, cold and rain.

1. Store materials and equipment indoors in clean dry space with

uniform temperature to prevent condensation.

2. During installation, equipment shall be protected against entry of

foreign matter, and be vacuum-cleaned both inside and outside before

testing and operating. Compressed air shall not be used to clean

equipment. Remove loose packing and flammable materials from inside

equipment.

3. Damaged equipment shall be repaired or replaced, as determined by

the COR.

4. Painted surfaces shall be protected with factory installed removable

heavy kraft paper, sheet vinyl or equal.

5. Damaged paint on equipment shall be refinished with the same quality

of paint and workmanship as used by the manufacturer so repaired

areas are not obvious.

1.9 WORK PERFORMANCE

A. All electrical work shall comply with requirements of the latest NFPA

70 (NEC), NFPA 70B, NFPA 70E, NFPA 99, NFPA 110, OSHA Part 1910 subpart

J – General Environmental Controls, OSHA Part 1910 subpart K – Medical

and First Aid, and OSHA Part 1910 subpart S – Electrical, in addition

to other references required by contract.

26 05 11 - 4


VAMC Baltimore, MD

B. Job site safety and worker safety is the responsibility of the

Contractor.

C. Electrical work shall be accomplished with all affected circuits or

equipment de-energized. However, energized electrical work may be

performed only for the non-destructive and non-invasive diagnostic

testing(s), or when scheduled outage poses an imminent hazard to

patient care, safety, or physical security. In such case, all aspects

of energized electrical work, such as the availability of

appropriate/correct personal protective equipment (PPE) and the use of

PPE, shall comply with the latest NFPA 70E, as well as the following

requirements:

1. Only Qualified Person(s) shall perform energized electrical work.

Supervisor of Qualified Person(s) shall witness the work of its

entirety to ensure compliance with safety requirements and approved

work plan.

2. At least two weeks before initiating any energized electrical work,

the Contractor and the Qualified Person(s) who is designated to

perform the work shall visually inspect, verify and confirm that the

work area and electrical equipment can safely accommodate the work

involved.

3. At least two weeks before initiating any energized electrical work,

the Contractor shall develop and submit a job specific work plan,

and energized electrical work request to the COR, and Medical

Center’s Chief Engineer or his/her designee. At the minimum, the

work plan must include relevant information such as proposed work

schedule, area of work, description of work, name(s) of Supervisor

and Qualified Person(s) performing the work, equipment to be used,

procedures to be used on and near the live electrical equipment,

barriers to be installed, safety equipment to be used, and exit

pathways.

4. Energized electrical work shall begin only after the Contractor has

obtained written approval of the work plan, and the energized

electrical work request from the COR, and Medical Center’s Chief

Engineer or his/her designee. The Contractor shall make these

approved documents present and available at the time and place of

energized electrical work.

26 05 11 - 5


VAMC Baltimore, MD

5. Energized electrical work shall begin only after the Contractor has

invited and received acknowledgment from the COR, and Medical

Center’s Chief Engineer or his/her designee to witness the work.

D. For work that affects existing electrical systems, arrange, phase and

perform work to assure minimal interference with normal functioning of

the facility. Refer to Article OPERATIONS AND STORAGE AREAS under

Section 01 00 00, GENERAL REQUIREMENTS.

E. New work shall be installed and connected to existing work neatly,

safely and professionally. Disturbed or damaged work shall be replaced

or repaired to its prior conditions, as required by Section 01 00 00,


F. Coordinate location of equipment and conduit with other trades to

minimize interference.

1.10 EQUIPMENT INSTALLATION AND REQUIREMENTS

A. Equipment location shall be as close as practical to locations shown on

the drawings.

B. Working clearances shall not be less than specified in the NEC.

C. Inaccessible Equipment:

1. Where the Government determines that the Contractor has installed

equipment not readily accessible for operation and maintenance, the

equipment shall be removed and reinstalled as directed at no

additional cost to the Government.

2. "Readily accessible” is defined as being capable of being reached

quickly for operation, maintenance, or inspections without the use

of ladders, or without climbing or crawling under or over obstacles

such as, but not limited to, motors, pumps, belt guards,

transformers, piping, ductwork, conduit and raceways.

D. Electrical service entrance equipment and arrangements for temporary

and permanent connections to the electric utility company’s system

shall conform to the electric utility company's requirements.

Coordinate fuses, circuit breakers and relays with the electric utility

company’s system, and obtain electric utility company approval for

sizes and settings of these devices.

1.11 EQUIPMENT IDENTIFICATION

A. In addition to the requirements of the NEC, install an identification

sign which clearly indicates information required for use and

maintenance of items such as switchboards and switchgear, panelboards,

cabinets, motor controllers, fused and non-fused safety switches,

26 05 11 - 6


VAMC Baltimore, MD

generators, automatic transfer switches, separately enclosed circuit

breakers, individual breakers and controllers in switchboards,

switchgear and motor control assemblies, control devices and other

significant equipment.

B. Identification signs for Normal Power System equipment shall be

laminated black phenolic resin with a white core with engraved

lettering. Identification signs for Essential Electrical System (EES)

equipment, as defined in the NEC, shall be laminated red phenolic resin

with a white core with engraved lettering. Lettering shall be a minimum

of 12 mm (1/2 inch) high. Identification signs shall indicate equipment

designation, rated bus amperage, voltage, number of phases, number of

wires, and type of EES power branch as applicable. Secure nameplates

with screws.

C. Install adhesive arc flash warning labels on all equipment as required

by the latest NFPA 70E. Label shall show specific and correct

information for specific equipment based on its arc flash calculations.

Label shall show the followings:

1. Nominal system voltage.

2. Equipment/bus name, date prepared, and manufacturer name and

address.

3. Arc flash boundary.

4. Available arc flash incident energy and the corresponding working

distance.

5. Minimum arc rating of clothing.

6. Site-specific level of PPE.

1.12 SUBMITTALS

A. Submit to the CORin accordance with Section 01 33 23, SHOP DRAWINGS,

PRODUCT DATA, AND SAMPLES.

B. The Government's approval shall be obtained for all materials and

equipment before delivery to the job site. Delivery, storage or

installation of materials and equipment which has not had prior

approval will not be permitted.

C. All submittals shall include six copies of adequate descriptive

literature, catalog cuts, shop drawings, test reports, certifications,

samples, and other data necessary for the Government to ascertain that

the proposed materials and equipment comply with drawing and

specification requirements. Catalog cuts submitted for approval shall

26 05 11 - 7


VAMC Baltimore, MD

be legible and clearly identify specific materials and equipment being

submitted.

D. Submittals for individual systems and equipment assemblies which

consist of more than one item or component shall be made for the system

or assembly as a whole. Partial submittals will not be considered for

approval.

1. Mark the submittals, "SUBMITTED UNDER SECTION__________________".

2. Submittals shall be marked to show specification reference including

the section and paragraph numbers.

3. Submit each section separately.

E. The submittals shall include the following:

1. Information that confirms compliance with contract requirements.

Include the manufacturer's name, model or catalog numbers, catalog

information, technical data sheets, shop drawings, manuals,

pictures, nameplate data, and test reports as required.

2. Elementary and interconnection wiring diagrams for communication and

signal systems, control systems, and equipment assemblies. All

terminal points and wiring shall be identified on wiring diagrams.

3. Parts list which shall include information for replacement parts and

ordering instructions, as recommended by the equipment manufacturer.

F. Coordination Drawings:

1. Coordination Drawings: Conduit and busway routing plans, drawn to

scale, on which the following items are shown and coordinated with each

other, using input from installers of items involved:

a. Existing and New Structural members in paths of busways and

conduit groups with common supports.

b. Existing and new HVAC and plumbing items and architectural

features in paths of busways and conduit groups with common

supports.

c. Core drill locations for conduit sleeves and busway openings

between floors.

d. Existing and new electrical equipment.

G. Maintenance and Operation Manuals:

1. Submit as required for systems and equipment specified in the

technical sections. Furnish in hardcover binders or an approved

equivalent.

2. Inscribe the following identification on the cover: the words

"MAINTENANCE AND OPERATION MANUAL," the name and location of the

26 05 11 - 8


VAMC Baltimore, MD

system, material, equipment, building, name of Contractor, and

contract name and number. Include in the manual the names,

addresses, and telephone numbers of each subcontractor installing

the system or equipment and the local representatives for the

material or equipment.

3. Provide a table of contents and assemble the manual to conform to

the table of contents, with tab sheets placed before instructions

covering the subject. The instructions shall be legible and easily

read, with large sheets of drawings folded in.

4. The manuals shall include:

a. Internal and interconnecting wiring and control diagrams with

data to explain detailed operation and control of the equipment.

b. A control sequence describing start-up, operation, and shutdown.

c. Description of the function of each principal item of equipment.

d. Installation instructions.

e. Safety precautions for operation and maintenance.

f. Diagrams and illustrations.

g. Periodic maintenance and testing procedures and frequencies,

including replacement parts numbers.

h. Performance data.

i. Pictorial "exploded" parts list with part numbers. Emphasis shall

be placed on the use of special tools and instruments. The list

shall indicate sources of supply, recommended spare and

replacement parts, and name of servicing organization.

j. List of factory approved or qualified permanent servicing

organizations for equipment repair and periodic testing and

maintenance, including addresses and factory certification

qualifications.

H. Approvals will be based on complete submission of shop drawings,

manuals, test reports, certifications, and samples as applicable.

.

1.13 SINGULAR NUMBER

A. Where any device or part of equipment is referred to in these

specifications in the singular number (e.g., "the switch"), this

reference shall be deemed to apply to as many such devices as are

required to complete the installation as shown on the drawings.

26 05 11 - 9


VAMC Baltimore, MD

1.15 ACCEPTANCE CHECKS AND TESTS

A. The Contractor shall furnish the instruments, materials, and labor for

tests.

B. Where systems are comprised of components specified in more than one

section of Division 26, the Contractor shall coordinate the

installation, testing, and adjustment of all components between various

manufacturer’s representatives and technicians so that a complete,

functional, and operational system is delivered to the Government.

C. When test results indicate any defects, the Contractor shall repair or

replace the defective materials or equipment, and repeat the tests for

the equipment. Repair, replacement, and re-testing shall be

accomplished at no additional cost to the Government.

1.16 WARRANTY

A. All work performed and all equipment and material furnished under this

Division shall be free from defects and shall remain so for a period of

one year from the date of acceptance of the entire installation by the

Contracting Officer for the Government.

1.17 INSTRUCTION

A. Instruction to designated Government personnel shall be provided for

the particular equipment or system as required in each associated

technical specification section.

B. Furnish the services of competent and factory-trained instructors to

give full instruction in the adjustment, operation, and maintenance of

the specified equipment and system, including pertinent safety

requirements. Instructors shall be thoroughly familiar with all

aspects of the installation, and shall be factory-trained in operating

theory as well as practical operation and maintenance procedures.

C. A training schedule shall be developed and submitted by the Contractor

and approved by the COR at least 30 days prior to the planned training.


PART 3 - EXECUTION (NOT USED)

---END---

26 05 11 - 10


VAMC Baltimore, MD

26 05 19 - 1

SECTION 26 05 19

LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies the furnishing, installation, connection, and

testing of the electrical conductors and cables for use in electrical

systems rated 600 V and below, indicated as cable(s), conductor(s),

wire, or wiring in this section.

1.2 RELATED WORK

A. Section 07 84 00, FIRESTOPPING: Sealing around penetrations to maintain

the integrity of fire-resistant rated construction.

B. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS:

Requirements that apply to all sections of Division 26.

C. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS:

Requirements for personnel safety and to provide a low impedance path

for possible ground fault currents.

D. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Conduits

for conductors and cables.


A. Quality Assurance shall be in accordance with Paragraph, QUALIFICATIONS

(PRODUCTS AND SERVICES) in Section 26 05 11, REQUIREMENTS FOR

ELECTRICAL INSTALLATIONS.

1.4 SUBMITTALS

A. Submit in accordance with Paragraph, SUBMITTALS in Section 26 05 11,

REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, and the following

requirements:

1. Shop Drawings:

a. Submit sufficient information to demonstrate compliance with


b. Submit the following data for approval:

1) Electrical ratings and insulation type for each conductor and

cable.

2) Splicing materials and pulling lubricant.

2. Certifications: Two weeks prior to final inspection, submit the

following.

a. Certification by the manufacturer that the conductors and cables

conform to the requirements of the drawings and specifications.


VAMC Baltimore, MD

26 05 19 - 2

b. Certification by the Contractor that the conductors and cables

have been properly installed, adjusted, and tested.


A. Publications listed below (including amendments, addenda, revisions,

supplements and errata) form a part of this specification to the extent

referenced. Publications are reference in the text by designation only.

B. American Society of Testing Material (ASTM):

D2301-10................Standard Specification for Vinyl Chloride

Plastic Pressure-Sensitive Electrical

Insulating Tape

D2304-10................Test Method for Thermal Endurance of Rigid

Electrical Insulating Materials

D3005-10................Low-Temperature Resistant Vinyl Chloride

Plastic Pressure-Sensitive Electrical

Insulating Tape

C. National Electrical Manufacturers Association (NEMA):

WC 70-09................Power Cables Rated 2000 Volts or Less for the

Distribution of Electrical Energy


70-17...................National Electrical Code (NEC)


44-14...................Thermoset-Insulated Wires and Cables

83-14...................Thermoplastic-Insulated Wires and Cables

467-13..................Grounding and Bonding Equipment

486A-486B-13............Wire Connectors

486C-13.................Splicing Wire Connectors

486D-15.................Sealed Wire Connector Systems

486E-15.................Equipment Wiring Terminals for Use with

Aluminum and/or Copper Conductors

493-07..................Thermoplastic-Insulated Underground Feeder and

Branch Circuit Cables

514B-12.................Conduit, Tubing, and Cable Fittings

PART 2 - PRODUCTS

2.1 CONDUCTORS AND CABLES

A. Conductors and cables shall be in accordance with ASTM, NEMA, NFPA, UL,

as specified herein, and as shown on the drawings.

B. All conductors shall be copper.

C. Single Conductor and Cable:


VAMC Baltimore, MD

26 05 19 - 3

1. No. 12 AWG: Minimum size, except where smaller sizes are specified

herein or shown on the drawings.

2. No. 8 AWG and larger: Stranded.

3. No. 10 AWG and smaller: Solid; except shall be stranded for final

connection to motors, transformers, and vibrating equipment.

4. Insulation: THHN-THWN

D. Color Code:

1. No. 10 AWG and smaller: Solid color insulation or solid color

coating.

2. No. 8 AWG and larger: Color-coded using one of the following

methods:

a. Solid color insulation or solid color coating.

b. Stripes, bands, or hash marks of color specified.

c. Color using 19 mm (0.75 inches) wide tape.

4. For modifications and additions to existing wiring systems, color

coding shall conform to the existing wiring system.

5. Conductors shall be color-coded as follows:

208/120 V Phase 480/277 V

Black A Brown

Red B Orange

Blue C Yellow

White Neutral Gray *

* or white with colored (other than green) tracer.

6. Lighting circuit “switch legs”, and 3-way and 4-way switch

“traveling wires,” shall have color coding that is unique and

distinct (e.g., pink and purple) from the color coding indicated

above. The unique color codes shall be solid and in accordance with

the NEC. Coordinate color coding in the field with the COR.

2.2 SPLICES

A. Splices shall be in accordance with NEC and UL.

B. Above Ground Splices for No. 10 AWG and Smaller:

1. Solderless, screw-on, reusable pressure cable type, with integral

insulation, approved for copper and aluminum conductors.

2. The integral insulator shall have a skirt to completely cover the

stripped conductors.


VAMC Baltimore, MD

26 05 19 - 4

3. The number, size, and combination of conductors used with the

connector, as listed on the manufacturer's packaging, shall be

strictly followed.

C. Above Ground Splices for No. 8 AWG to No. 4/0 AWG:

1. Compression, hex screw, or bolt clamp-type of high conductivity and

corrosion-resistant material, listed for use with copper and

aluminum conductors.

2. Insulate with materials approved for the particular use, location,

voltage, and temperature. Insulation level shall be not less than

the insulation level of the conductors being joined.

3. Splice and insulation shall be product of the same manufacturer.

4. All bolts, nuts, and washers used with splices shall be zinc-

platedsteel.

D. Above Ground Splices for 250 kcmil and Larger:

1. Long barrel “butt-splice” or “sleeve” type compression connectors,

with minimum of two compression indents per wire, listed for use

with copper and aluminum conductors.

2. Insulate with materials approved for the particular use, location,

voltage, and temperature. Insulation level shall be not less than

the insulation level of the conductors being joined.

3. Splice and insulation shall be product of the same manufacturer.

E.Plastic electrical insulating tape: Per ASTM D2304, flame-retardant,

cold and weather resistant.

2.3 CONNECTORS AND TERMINATIONS

A. Mechanical type of high conductivity and corrosion-resistant material,

listed for use with copper and aluminum conductors.

B. Long barrel compression type of high conductivity and

corrosion-resistant material, with minimum of two compression indents

per wire, listed for use with copper and aluminum conductors.

C. All bolts, nuts, and washers used to connect connections and

terminations to bus bars or other termination points shall be zinc-

plated steel.

2.4 CONTROL WIRING

A. Unless otherwise specified elsewhere in these specifications, control

wiring shall be as specified herein, except that the minimum size shall

be not less than No. 14 AWG.


VAMC Baltimore, MD

26 05 19 - 5

B. Control wiring shall be sized such that the voltage drop under in-rush

conditions does not adversely affect operation of the controls.

2.5 WIRE LUBRICATING COMPOUND

A. Lubricating compound shall be suitable for the wire insulation and

conduit, and shall not harden or become adhesive.

PART 3 - EXECUTION

3.1 GENERAL

A. Installation shall be in accordance with the NEC, as shown on the

drawings, and manufacturer’s instructions.

B. Install all conductors in raceway systems.

C. Splice conductors only in outlet boxes, junction boxes, and pullboxes

D. Conductors of different systems (e.g., 120 V and 277 V) shall not be

installed in the same raceway.

E. Install cable supports for all vertical feeders in accordance with the

NEC. Provide split wedge type which firmly clamps each individual cable

and tightens due to cable weight.

F. In panelboards, cabinets, wireways, switches, enclosures, and equipment

assemblies, neatly form, train, and tie the conductors with non-

metallic ties.

G. For connections to motors, transformers, and vibrating equipment,

stranded conductors shall be used only from the last fixed point of

connection to the motors, transformers, or vibrating equipment.

H. Use expanding foam or non-hardening duct-seal to seal conduits entering

a building, after installation of conductors.

I. Conductor and Cable Pulling:

1. Provide installation equipment that will prevent the cutting or

abrasion of insulation during pulling. Use lubricants approved for

the cable.

2. Use nonmetallic pull ropes.

3. Attach pull ropes by means of either woven basket grips or pulling

eyes attached directly to the conductors.

4. All conductors in a single conduit shall be pulled simultaneously.

5. Do not exceed manufacturer’s recommended maximum pulling tensions

and sidewall pressure values.

J. No more than three branch circuits shall be installed in any one

conduit.


VAMC Baltimore, MD

26 05 19 - 6

K. When stripping stranded conductors, use a tool that does not damage the

conductor or remove conductor strands.

3.2 SPLICE AND TERMINATION INSTALLATION

A. Splices and terminations shall be mechanically and electrically secure,

and tightened to manufacturer’s published torque values using a torque

screwdriver or wrench.

B. Where the Government determines that unsatisfactory splices or

terminations have been installed, replace the splices or terminations

at no additional cost to the Government.

3.3 CONDUCTOR IDENTIFICATION

A. When using colored tape to identify phase, neutral, and ground

conductors larger than No. 8 AWG, apply tape in half-overlapping turns

for a minimum of 75 mm (3 inches) from terminal points, and in junction

boxes, pullboxes, and manholes. Apply the last two laps of tape with no

tension to prevent possible unwinding. Where cable markings are covered

by tape, apply tags to cable, stating size and insulation type.

3.4 FEEDER CONDUCTOR IDENTIFICATION

A. In each interior pullbox and each underground manhole and handhole,

install brass tags on all feeder conductors to clearly designate their

circuit identification and voltage. The tags shall be the embossed

type, 40 mm (1-1/2 inches) in diameter and 40 mils thick. Attach tags

with plastic ties.

3.5 CONTROL WIRING INSTALLATION

A. Unless otherwise specified in other sections, install control wiring

and connect to equipment to perform the required functions as specified

or as shown on the drawings.

B. Install a separate power supply circuit for each system, except where

otherwise shown on the drawings.

3.6 CONTROL WIRING IDENTIFICATION

A. Install a permanent wire marker on each wire at each termination.

B. Identifying numbers and letters on the wire markers shall correspond to

those on the wiring diagrams used for installing the systems.

C. Wire markers shall retain their markings after cleaning.


A. Perform in accordance with the manufacturer's recommendations. In

addition, include the following:


VAMC Baltimore, MD

26 05 19 - 7

1. Visual Inspection and Tests: Inspect physical condition.

2. Electrical tests:

a. After installation but before connection to utilization devices,

such as fixtures, motors, or appliances, test conductors phase-

to-phase and phase-to-ground resistance with an insulation

resistance tester. Existing conductors to be reused shall also

be tested.

b. Applied voltage shall be 500 V DC for 300 V rated cable, and 1000

V DC for 600 V rated cable. Apply test for one minute or until

reading is constant for 15 seconds, whichever is longer. Minimum

insulation resistance values shall not be less than 25 megohms

for 300 V rated cable and 100 megohms for 600 V rated cable.

c. Perform phase rotation test on all three-phase circuits.

---END---


VAMC Baltimore, MD

26 05 26 - 1

SECTION 26 05 26

GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION


testing of grounding and bonding equipment, indicated as grounding

equipment in this section.

B. “Grounding electrode system” refers to grounding electrode conductors

and all electrodes required or allowed by NEC, as well as made,

supplementary, and lightning protection system grounding electrodes.

C. The terms “connect” and “bond” are used interchangeably in this section

and have the same meaning.

1.2 RELATED WORK

A. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS:


B. Section 26 05 19, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES:

Low-voltage conductors.

C. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Conduit and

boxes.

D. E. Section 26 23 13, GENERATOR PARALLELING CONTROLS: Generator

paralleling controls.

F. Section 26 22 00, LOW-VOLTAGE TRANSFORMERS: Low-voltage

transformers.

G. Section 26 23 00, LOW-VOLTAGE SWITCHGEAR: Low-voltage switchgear.

H. Section 26 24 16, PANELBOARDS: Low-voltage panelboards.

I. Section 26 32 13, ENGINE GENERATORS: Engine generators.

J. Section 26 36 23, AUTOMATIC TRANSFER SWITCHES: Automatic transfer

switches.

K. Section 26 41 00, FACILITY LIGHTNING PROTECTION: Lightning protection.





1.4 SUBMITTALS



requirements:


VAMC Baltimore, MD

26 05 26 - 2

1. Shop Drawings:



b. Submit plans showing the location of system grounding electrodes

and connections, and the routing of aboveground grounding

electrode conductors.

2. Test Reports:

a. Two weeks prior to the final inspection, submit ground resistance

field test reports to the COR.

3. Certifications:

a. Certification by the Contractor that the grounding equipment has

been properly installed and tested.



supplements, and errata) form a part of this specification to the

extent referenced. Publications are referenced in the text by

designation only.


B1-13...................Standard Specification for Hard-Drawn Copper

Wire

B3-13...................Standard Specification for Soft or Annealed

Copper Wire

B8-11...................Standard Specification for Concentric-Lay-

Stranded Copper Conductors, Hard, Medium-Hard,

or Soft

C. Institute of Electrical and Electronics Engineers, Inc. (IEEE):

81-12...................IEEE Guide for Measuring Earth Resistivity,

Ground Impedance, and Earth Surface Potentials

of a Ground System Part 1: Normal Measurements



70E-15..................National Electrical Safety Code

99-15...................Health Care Facilities


44-14 ..................Thermoset-Insulated Wires and Cables

83-14 ..................Thermoplastic-Insulated Wires and Cables

467-13 .................Grounding and Bonding Equipment


VAMC Baltimore, MD

26 05 26 - 3

PART 2 - PRODUCTS

2.1 GROUNDING AND BONDING CONDUCTORS

A. Equipment grounding conductors shall be insulated stranded copper,

except that sizes No. 10 AWG and smaller shall be solid copper.

Insulation color shall be continuous green for all equipment grounding

conductors, except that wire sizes No. 4 AWG and larger shall be

identified per NEC.

B. Bonding conductors shall be bare stranded copper, except that sizes No.

10 AWG and smaller shall be bare solid copper. Bonding conductors

shall be stranded for final connection to motors, transformers, and

vibrating equipment.

C. Conductor sizes shall not be less than shown on the drawings, or not

less than required by the NEC, whichever is greater.

D. Insulation: THHN-THWN

2.2 GROUND CONNECTIONS

A. Above Grade:

1. Bonding Jumpers: Listed for use with aluminum and copper conductors.

For wire sizes No. 8 AWG and larger, use compression-type

connectors. For wire sizes smaller than No. 8 AWG, use mechanical

type lugs. Connectors or lugs shall use zinc-plated steel bolts,

nuts, and washers. Bolts shall be torqued to the values recommended

by the manufacturer.

2. Connection to Building Steel: Exothermic-welded type connectors.

3. Connection to Grounding Bus Bars: Listed for use with aluminum and

copper conductors. Use mechanical type lugs, with zinc-platedsteel

bolts, nuts, and washers. Bolts shall be torqued to the values

recommended by the manufacturer.

PART 3 - EXECUTION

3.1 GENERAL



B. System Grounding:

1. Secondary service neutrals: Ground at the supply side of the

secondary disconnecting means and at the related transformer.

2. Separately derived systems (transformers downstream from the service

entrance): Ground the secondary neutral.

C. Equipment Grounding: Metallic piping, building structural steel,

electrical enclosures, raceways, junction boxes, outlet boxes,


VAMC Baltimore, MD

26 05 26 - 4

cabinets, machine frames, and other conductive items in close proximity

with electrical circuits, shall be bonded and grounded.

3.2 INACCESSIBLE GROUNDING CONNECTIONS

A. Make grounding connections, which are inaccessible, by exothermic weld.

3.3 SECONDARY VOLTAGE EQUIPMENT AND CIRCUITS

A. Main Bonding Jumper: Bond the secondary service neutral to the ground

bus in the service equipment.

B. Metallic Piping, Building Structural Steel, and Supplemental

Electrode(s):

1. Provide a grounding electrode conductor sized per NEC between the

service equipment ground bus and all metallic water pipe systems,

building structural steel, and supplemental or made electrodes.

Provide jumpers across insulating joints in the metallic piping.

2. Provide a supplemental ground electrode as shown on the drawings and

bond to the grounding electrode system.

C. Switchgear, Panelboards, Engine-Generators, Automatic Transfer

Switches, and other electrical equipment:

1. Connect the equipment grounding conductors to the ground bus.

2. Connect metallic conduits by grounding bushings and equipment

grounding conductor to the equipment ground bus.

D. Transformers:

1. Separately derived systems (transformers downstream from service

equipment): Ground the secondary neutral at the transformer. Provide

a grounding electrode conductor from the transformer to the nearest

component of the grounding electrode system .

3.4 RACEWAY

A. Conduit Systems:

1. Ground all metallic conduit systems. All metallic conduit systems

shall contain an equipment grounding conductor.

2. Metallic conduit that only contains a grounding conductor, and is

provided for its mechanical protection, shall be bonded to that

conductor at the entrance and exit from the conduit.

3. Metallic conduits which terminate without mechanical connection to

an electrical equipment housing by means of locknut and bushings or

adapters, shall be provided with grounding bushings. Connect


VAMC Baltimore, MD

26 05 26 - 5

bushings with a equipment grounding conductor to the equipment

ground bus.

B. Feeders and Branch Circuits: Install equipment grounding conductors

with all feeders, and power and lighting branch circuits.

C. Boxes, Cabinets, Enclosures, and Panelboards:

1. Bond the equipment grounding conductor to each pullbox, junction

box, outlet box, device box, cabinets, and other enclosures through

which the conductor passes.

2. Provide lugs in each box and enclosure for equipment grounding

conductor termination.

D. Wireway Systems:

1. Bond the metallic structures of wireway to provide electrical

continuity throughout the wireway system, by connecting a No. 6 AWG

bonding jumper at all intermediate metallic enclosures and across

all section junctions.

2. Install insulated No. 6 AWG bonding jumpers between the wireway

system, bonded as required above, and the closest building ground at

each end and approximately every 16 M (50 feet).

3. Use insulated No. 6 AWG bonding jumpers to ground or bond metallic

wireway at each end for all intermediate metallic enclosures and

across all section junctions.

4. Use insulated No. 6 AWG bonding jumpers to ground cable tray to

column-mounted building ground plates (pads) at each end and

approximately every 15 M (49 feet).

E. Receptacles shall not be grounded through their mounting screws. Ground

receptacles with a jumper from the receptacle green ground terminal to

the device box ground screw and a jumper to the branch circuit

equipment grounding conductor.

F. Ground lighting fixtures to the equipment grounding conductor of the

wiring system. Fixtures connected with flexible conduit shall have a

green ground wire included with the power wires from the fixture

through the flexible conduit to the first outlet box.

G. Fixed electrical appliances and equipment shall be provided with a

ground lug for termination of the equipment grounding conductor.


VAMC Baltimore, MD

26 05 26 - 6

3.5 CORROSION INHIBITORS

A. When making grounding and bonding connections, apply a corrosion

inhibitor to all contact surfaces. Use corrosion inhibitor appropriate

for protecting a connection between the metals used.

3.6 CONDUCTIVE PIPING

A. Bond all conductive piping systems, interior and exterior, to the

grounding electrode system. Bonding connections shall be made as close

as practical to the equipment ground bus.

3.7 MAIN ELECTRICAL ROOM GROUNDING

A. Provide ground bus bar modifications and mounting hardware at main

electrical room where incoming feeders are terminated, as shown on the

drawings. Connect to pigtail extensions of the building grounding ring,

as shown on the drawings.

3.8 GROUND RESISTANCE

A. Grounding system resistance to ground shall not exceed 5 ohms. Make

additional connections to the grounding electrode system necessary for

compliance without additional cost to the Government. Final tests shall

ensure that this requirement is met.


A. Resistance of the grounding electrode system shall be measured using

grounding clamp on meter.

B. Provide equipment grounding testing for equipment in accordance with

the 2017 ANSI/NETA ATS.

---END---


VAMC Baltimore, MD

26 05 33 - 1

SECTION 26 05 33

RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies the furnishing, installation, and connection of

conduit, fittings, and boxes, to form complete, coordinated, grounded

raceway systems. Raceways are required for all wiring unless shown or

specified otherwise.

B. Definitions: The term conduit, as used in this specification, shall

mean any or all of the raceway types specified.

1.2 RELATED WORK

B. Section 07 84 00, FIRESTOPPING: Sealing around penetrations to maintain

the integrity of fire rated construction.

C. Section 07 92 00, JOINT SEALANTS: Sealing around conduit penetrations

through the building envelope to prevent moisture migration into the

building.

D. Section 09 91 00, PAINTING: Identification and painting of conduit and

other devices.

E. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS: General

electrical requirements and items that are common to more than one

section of Division 26.

F. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS:







1.4 SUBMITTALS



requirements:

1. Shop Drawings:

a. Size and location of main feeders.

b. Size and location of panels and pull-boxes.


VAMC Baltimore, MD

26 05 33 - 2

c. Layout of required conduit penetrations through structural

elements.

d. Coordination Drawings – As indicated in Section 26 05 11,

REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

e. Submit the following data for approval:

1) Raceway types and sizes.

2) Conduit bodies, connectors and fittings.

3) Junction and pull boxes, types and sizes.


following:

a. Certification by the manufacturer that raceways, conduits,

conduit bodies, connectors, fittings, junction and pull boxes,

and all related equipment conform to the requirements of the


b. Certification by the Contractor that raceways, conduits, conduit

bodies, connectors, fittings, junction and pull boxes, and all

related equipment have been properly installed.





designation only.

B. American Iron and Steel Institute (AISI):

S100-12.................North American Specification for the Design of

Cold-Formed Steel Structural Members


C80.1-15................Electrical Rigid Steel Conduit

C80.3-15................Steel Electrical Metal Tubing

C80.6-05................Electrical Intermediate Metal Conduit

FB1-14..................Fittings, Cast Metal Boxes and Conduit Bodies

for Conduit, Electrical Metallic Tubing and

Cable

FB2.10-13...............Selection and Installation Guidelines for

Fittings for use with Non-Flexible Conduit or

Tubing (Rigid Metal Conduit, Intermediate

Metallic Conduit, and Electrical Metallic

Tubing)


VAMC Baltimore, MD

26 05 33 - 3

FB2.20-14...............Selection and Installation Guidelines for

Fittings for use with Flexible Electrical

Conduit and Cable




1-05....................Flexible Metal Conduit

5-16....................Surface Metal Raceway and Fittings

6-07....................Electrical Rigid Metal Conduit - Steel

50-15...................Enclosures for Electrical Equipment

360-13..................Liquid-Tight Flexible Steel Conduit


514A-13.................Metallic Outlet Boxes

514B-12.................Conduit, Tubing, and Cable Fittings

797-07..................Electrical Metallic Tubing

1242-14.................Electrical Intermediate Metal Conduit - Steel

PART 2 - PRODUCTS

2.1 MATERIAL

A. Conduit Size: In accordance with the NEC, but not less than 13 mm

(0.5-inch) unless otherwise shown. Where permitted by the NEC, 13 mm

(0.5-inch) flexible conduit may be used for tap connections to recessed

lighting fixtures.

B. Conduit:

1. Size: In accordance with the NEC, but not less than 13 mm (0.5-

inch).

2. Rigid Steel Conduit (RMC): Shall conform to UL 6 and NEMA C80.1.

3. Rigid Intermediate Steel Conduit (IMC): Shall conform to UL 1242

and NEMA C80.6.

4. Electrical Metallic Tubing (EMT): Shall conform to UL 797 and NEMA

C80.3. Maximum size not to exceed 105 mm (4 inches) and shall be

permitted only with cable rated 600 V or less.

5. Flexible Metal Conduit: Shall conform to UL 1.

6. Liquid-tight Flexible Metal Conduit: Shall conform to UL 360.

C. Conduit Fittings:

1. Rigid Steel and Intermediate Metallic Conduit Fittings:

a. Fittings shall meet the requirements of UL 514B and NEMA FB1.


VAMC Baltimore, MD

26 05 33 - 4

b. Standard threaded couplings, locknuts, bushings, conduit bodies,

and elbows: Only steel or malleable iron materials are

acceptable. Integral retractable type IMC couplings are also

acceptable.

c. Locknuts: Bonding type with sharp edges for digging into the

metal wall of an enclosure.

d. Bushings: Metallic insulating type, consisting of an insulating

insert, molded or locked into the metallic body of the fitting.

Bushings made entirely of metal or nonmetallic material are not

permitted.

e. Sealing Fittings: Threaded cast iron type. Use continuous

drain-type sealing fittings to prevent passage of water vapor.

In concealed work, install fittings in flush steel boxes with

blank cover plates having the same finishes as that of other

electrical plates in the room.

2. Electrical Metallic Tubing Fittings:

a. Fittings and conduit bodies shall meet the requirements of UL

514B, NEMA C80.3, and NEMA FB1.

b. Only steel or malleable iron materials are acceptable.

c. Compression Couplings and Connectors: Concrete-tight and rain-

tight, with connectors having insulated throats.

d. Indent-type connectors or couplings are prohibited.

e. Die-cast or pressure-cast zinc-alloy fittings or fittings made of

"pot metal" are prohibited.

3. Flexible Metal Conduit Fittings:

a. Conform to UL 514B. Only steel or malleable iron materials are

acceptable.

b. Clamp-type, with insulated throat.

4. Liquid-tight Flexible Metal Conduit Fittings:

a. Fittings shall meet the requirements of UL 514B and NEMA FB1.

b. Only steel or malleable iron materials are acceptable.

c. Fittings must incorporate a threaded grounding cone, a steel or

plastic compression ring, and a gland for tightening. Connectors

shall have insulated throats.

5. Expansion and Deflection Couplings:

a. Conform to UL 467 and UL 514B.


VAMC Baltimore, MD

26 05 33 - 5

b. Accommodate a 19 mm (0.75-inch) deflection, expansion, or

contraction in any direction, and allow 30 degree angular

deflections.

c. Include internal flexible metal braid, sized to guarantee conduit

ground continuity and a low-impedance path for fault currents, in

accordance with UL 467 and the NEC tables for equipment grounding

conductors.

d. Jacket: Flexible, corrosion-resistant, watertight, moisture and

heat-resistant molded rubber material with stainless steel jacket

clamps.

D. Conduit Supports:

1. Parts and Hardware: Zinc-coat or provide equivalent corrosion

protection.

2. Individual Conduit Hangers: Designed for the purpose, having a

pre-assembled closure bolt and nut, and provisions for receiving a

hanger rod.

3. Multiple Conduit (Trapeze) Hangers: Not less than 38 mm x 38 mm

(1.5 x 1.5 inches), 12-gauge steel, cold-formed, lipped channels;

with not less than 9 mm (0.375-inch) diameter steel hanger rods.

4. Solid Masonry and Concrete Anchors: Self-drilling expansion

shields, or machine bolt expansion.

E. Outlet, Junction, and Pull Boxes:

1. Comply with UL-50 and UL-514A.

2. Rustproof cast metal where required by the NEC or shown on drawings.

3. Sheet Metal Boxes: Galvanized steel, except where shown on

drawings.

F. Metal Wireways: Equip with hinged covers, except as shown on drawings.

Include couplings, offsets, elbows, expansion joints, adapters, hold-

down straps, end caps, and other fittings to match and mate with

wireways as required for a complete system.

PART 3 - EXECUTION

3.1 PENETRATIONS

A. Cutting or Holes:

1. Cut holes in advance where they should be placed in the structural

elements, such as ribs or beams. Obtain the approval of the COR

prior to drilling through structural elements.


VAMC Baltimore, MD

26 05 33 - 6

2. Cut holes through concrete and masonry in new and existing

structures with a diamond core drill or concrete saw. Pneumatic

hammers, impact electric, hand, or manual hammer-type drills are not

allowed, except when permitted by the COR where working space is

limited.

3. Floor slabs shall be X-rayed to determine location of rebar or

embedded elements prior to core drilling. X-raying slabs shall be

performed after business hours or on weekends and only once written

approval is provided. Provide at least 14 days advance notice of

proposed X-raying.

B. Firestop: Where conduits, wireways, and other electrical raceways pass

through fire partitions, fire walls, smoke partitions, or floors,

install a fire stop that provides an effective barrier against the

spread of fire, smoke and gases as specified in Section 07 84 00,

FIRESTOPPING.

C. Waterproofing: At exterior wall and roof conduit penetrations,

completely seal the gap around conduit to render it watertight, as

specified in Section 07 92 00, JOINT SEALANTS.

3.2 INSTALLATION, GENERAL

A. In accordance with NEC, NEMA, UL, as shown on drawings, and as

specified herein.

B. Raceway systems used for Essential Electrical Systems (EES) shall be

entirely independent of other raceway systems.

C. Install conduit as follows:

1. In complete mechanically and electrically continuous runs before

pulling in cables or wires.

2. Unless otherwise indicated on the drawings or specified herein,

installation of all conduits shall be concealed within finished

walls, floors, and ceilings.

3. Flattened, dented, or deformed conduit is not permitted. Remove and

replace the damaged conduits with new conduits.

4. Assure conduit installation does not encroach into the ceiling

height head room, walkways, or doorways.

5. Cut conduits square, ream, remove burrs, and draw up tight.

6. Independently support conduit at 2.4 M (8 feet) on centers with

specified materials and as shown on drawings.


VAMC Baltimore, MD

26 05 33 - 7

7. Do not use suspended ceilings, suspended ceiling supporting members,

lighting fixtures, other conduits, cable tray, boxes, piping, or

ducts to support conduits and conduit runs.

8. Support within 300 mm (12 inches) of changes of direction, and

within 300 mm (12 inches) of each enclosure to which connected.

9. Close ends of empty conduits with plugs or caps at the rough-in

stage until wires are pulled in, to prevent entry of debris.

10. Secure conduits to cabinets, junction boxes, pull-boxes, and outlet

boxes with bonding type locknuts. For rigid steel and IMC conduit

installations, provide a locknut on the inside of the enclosure,

made up wrench tight. Do not make conduit connections to junction

box covers.

11. Flashing of penetrations of the roof membrane is specified in

Section 07 60 00, FLASHING AND SHEET METAL.

12. Conduit bodies shall only be used for changes in direction, and

shall not contain splices.

D. Conduit Bends:

1. Make bends with standard conduit bending machines.

2. Conduit hickey may be used for slight offsets and for straightening

stubbed out conduits.

3. Bending of conduits with a pipe tee or vise is prohibited.

E. Layout and Homeruns:

1. Install conduit with wiring, including homeruns, as shown on

drawings.

2. Deviations: Make only where necessary to avoid interferences and

only after drawings showing the proposed deviations have been

submitted and approved by the COR.

3.3 CONCEALED WORK INSTALLATION

A. Above Furred or Suspended Ceilings and in Walls:

1. 2. Conduit for Conductors 600 V and Below: Rigid steel, IMC, or

EMT. Mixing different types of conduits in the same system is

prohibited.

3. Align and run conduit parallel or perpendicular to the building

lines.


VAMC Baltimore, MD

26 05 33 - 8

4. Connect recessed lighting fixtures to conduit runs with maximum 1.8

M (6 feet) of flexible metal conduit extending from a junction box

to the fixture.

5. Tightening set screws with pliers is prohibited.

6. For conduits running through metal studs, limit field cut holes to

no more than 70% of web depth. Spacing between holes shall be at

least 457 mm (18 inches). Cuts or notches in flanges or return lips

shall not be permitted.

3.4 EXPOSED WORK INSTALLATION

A. Unless otherwise indicated on drawings, exposed conduit is only

permitted in mechanical and electrical rooms.

B. Conduit for Conductors 600 V and Below: Rigid steel, IMC, or EMT.

Mixing different types of conduits in the system is prohibited.

C. Align and run conduit parallel or perpendicular to the building lines.

D. Install horizontal runs close to the ceiling or beams and secure with

conduit straps.

E. Support horizontal or vertical runs at not over 2.4 M (8 feet)

intervals.

F. Painting:

1. Paint exposed conduit as specified in Section 09 91 00, PAINTING.

3.5 WET OR DAMP LOCATIONS

A. Use rigid steel or IMC conduits unless as shown on drawings.

B. Provide sealing fittings to prevent passage of water vapor where

conduits pass from warm to cold locations, i.e., refrigerated spaces,

constant-temperature rooms, air-conditioned spaces, building exterior

walls, roofs, or similar spaces.

D. Conduits run on roof shall be supported with integral galvanized lipped

steel channel, attached to UV-inhibited polycarbonate or polypropylene

blocks every 2.4 M (8 feet) with 9 mm (3/8-inch) galvanized threaded

rods, square washer and locknut. Conduits shall be attached to steel

channel with conduit clamps.

3.6 MOTORS AND VIBRATING EQUIPMENT

A. Use flexible metal conduit for connections to motors and other

electrical equipment subject to movement, vibration, misalignment,

cramped quarters, or noise transmission.

B. Use liquid-tight flexible metal conduit for installation in exterior

locations, moisture or humidity laden atmosphere, corrosive atmosphere,


VAMC Baltimore, MD

26 05 33 - 9

water or spray wash-down operations, inside airstream of HVAC units,

and locations subject to seepage or dripping of oil, grease, or water.

C. Provide a green equipment grounding conductor with flexible and liquid-

tight flexible metal conduit.

3.7 EXPANSION JOINTS

A. Conduits 75 mm (3 inch) and larger that are secured to the building

structure on opposite sides of a building expansion joint require

expansion and deflection couplings. Install the couplings in

accordance with the manufacturer's recommendations.

B. Provide conduits smaller than 75 mm (3 inch) with junction boxes on

both sides of the expansion joint. Connect flexible metal conduits to

junction boxes with sufficient slack to produce a 125 mm (5 inch)

vertical drop midway between the ends of the flexible metal conduit.

Flexible metal conduit shall have a green insulated copper bonding

jumper installed. In lieu of this flexible metal conduit, expansion and

deflection couplings as specified above are acceptable.

C. Install expansion and deflection couplings where shown.

3.8 CONDUIT SUPPORTS

A. Safe working load shall not exceed one-quarter of proof test load of

fastening devices.

B. Use pipe straps or individual conduit hangers for supporting individual

conduits.

C. Support multiple conduit runs with trapeze hangers. Use trapeze

hangers that are designed to support a load equal to or greater than

the sum of the weights of the conduits, wires, hanger itself, and an

additional 90 kg (200 lbs). Attach each conduit with U-bolts or other

approved fasteners.

D. Support conduit independently of junction boxes, pull-boxes, fixtures,

suspended ceiling T-bars, angle supports, and similar items.

E. Fasteners and Supports in Solid Masonry and Concrete:

2. Existing Construction:

a. Steel expansion anchors not less than 6 mm (0.25-inch) bolt size

and not less than 28 mm (1.125 inch) in embedment.

b. Power set fasteners not less than 6 mm (0.25-inch) diameter with

depth of penetration not less than 75 mm (3 inch).

c. Use vibration and shock-resistant anchors and fasteners for

attaching to concrete ceilings.


VAMC Baltimore, MD

26 05 33 - 10

F. Hollow Masonry: Toggle bolts.

G. Bolts supported only by plaster or gypsum wallboard are not acceptable.

H. Metal Structures: Use machine screw fasteners or other devices

specifically designed and approved for the application.

I. Attachment by wood plugs, rawl plug, plastic, lead or soft metal

anchors, or wood blocking and bolts supported only by plaster is

prohibited.

J. Chain, wire, or perforated strap shall not be used to support or fasten

conduit.

K. Spring steel type supports or fasteners are prohibited for all uses

except horizontal and vertical supports/fasteners within walls.

L. Vertical Supports: Vertical conduit runs shall have riser clamps and

supports in accordance with the NEC and as shown. Provide supports for

cable and wire with fittings that include internal wedges and retaining

collars.

3.9 BOX INSTALLATION

A. Boxes for Concealed Conduits:

1. Flush-mounted.

2. Provide raised covers for boxes to suit the wall or ceiling,

construction, and finish.

B. In addition to boxes shown, install additional boxes where needed to

prevent damage to cables and wires during pulling-in operations or

where more than the equivalent of 4-90 degree bends are necessary.

C. Locate pullboxes so that covers are accessible and easily removed.

Coordinate locations with piping and ductwork where installed above

ceilings.

D. Remove only knockouts as required. Plug unused openings. Use threaded

plugs for cast metal boxes and snap-in metal covers for sheet metal

boxes.

E. Outlet boxes mounted back-to-back in the same wall are prohibited. A

minimum 600 mm (24 inch) center-to-center lateral spacing shall be

maintained between boxes.

F. Flush-mounted wall or ceiling boxes shall be installed with raised

covers so that the front face of raised cover is flush with the wall.

Surface-mounted wall or ceiling boxes shall be installed with surface-

style flat or raised covers.


VAMC Baltimore, MD

26 05 33 - 11

G. Minimum size of outlet boxes for ground fault circuit interrupter

(GFCI) receptacles is 100 mm (4 inches) square x 55 mm (2.125 inches)

deep, with device covers for the wall material and thickness involved.

H. Stencil or install phenolic nameplates on covers of the boxes

identified on riser diagrams; for example "SIG-FA JB No. 1."

I. On all branch circuit junction box covers, identify the circuits with

black marker.

- - - E N D - - -


VAMC Baltimore, MD

26 05 73 - 1

SECTION 26 05 73

OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies the overcurrent protective device coordination

study, related calculations and analysis, indicated as the study in

this section.

B. A short-circuit and selective coordination study, and arc flash

calculations and analysis shall be prepared for the electrical

overcurrent devices to be installed under this project.

C. The study shall present a well-coordinated time-current analysis of

each overcurrent protective device from the existing D Substation

transformers to the new Normal D Switchgear, and to the downstream

devices, up to and including the first existing overcurrent device.

Also, the new generator paralleling switchgear with existing generators

connected, to all downstream devices up to and including the first

existing overcurrent device from each feeder. In addition, any new

panels added shall be coordinated with the distribution in which they

connect.

1.2 RELATED WORK

A. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS: General

electrical requirements that are common to more than one section of

Division 26.

B. Section 26 23 00, LOW-VOLTAGE SWITCHGEAR: Low-voltage switchgear.

E. Section 26 24 16, PANELBOARDS: Low-voltage panelboards.

G. Section 26 32 13, ENGINE GENERATORS: Engine generators.

I. Section 26 36 23, AUTOMATIC TRANSFER SWITCHES: Automatic transfer

switches.





B. The study shall be prepared by the equipment manufacturer, and

performed by the equipment manufacturer’s licensed electrical engineer.


VAMC Baltimore, MD

26 05 73 - 2

1.4 SUBMITTALS



requirements:

1. Product data on the software program to be used for the study.

Software shall be in mainstream use in the industry, shall provide

device settings and ratings, and shall show selective coordination

by time-current drawings.

2. Complete study as described in paragraph 1.6. Submittal of the study

shall be well-coordinated with submittals of the shop drawings for

equipment in related specification sections.


following.

a. Certification by the Contractor that the overcurrent protective

devices have been set in accordance with the approved study.





designation only.

B. Institute of Electrical and Electronics Engineers (IEEE):

241-90..................Recommended Practice Electrical Systems in

Commercial Buildings

242-03..................Recommended Practice for Protection and

Coordination of Industrial and Commercial Power

Systems

399-97..................Recommended Practice for Industrial and

Commercial Power Systems Analysis

1584-02.................Performing Arc-Flash Hazards Calculations

1584A-04................Performing Arc-Flash Hazards Calculations –

Amendment 1

1584B-11................Performing Arc-Flash Hazards Calculations –

Amendment 2

C. National Fire Protection Association (NFPA):


70E-18..................Standard for Electrical Safety in the Workplace

99-18...................Health Care Facilities Code


VAMC Baltimore, MD

26 05 73 - 3

1.6 STUDY REQUIREMENTS

A. The study shall be in accordance with IEEE and NFPA standards.

B. The study shall include one line diagram, short-circuit and ground

fault analysis, protective coordination plots for all overcurrent

protective devices, and arc flash calculations and analysis.

C. One Line Diagram:

1. Show all electrical equipment and wiring to be protected by the

overcurrent devices.

2. Show the following specific information:

a. Calculated fault impedance, X/R ratios, and short-circuit values

at each feeder and branch circuit bus.

b. Relay, circuit breaker, and fuse ratings.

c. Generator kW/kVA and transformer kVA and voltage ratings, percent

impedance, X/R ratios, and wiring connections.

d. Voltage at each bus.

e. Identification of each bus, matching the identification on the

drawings.

f. Conduit, conductor, and busway material, size, length, and X/R

ratios.

D. Short-Circuit Study:

1. The study shall be performed using computer software designed for

this purpose. Pertinent data and the rationale employed in

developing the calculations shall be described in the introductory

remarks of the study.

2. Calculate the fault impedance to determine the available short-

circuit and ground fault currents at each bus. Incorporate

applicable motor and/or generator contribution in determining the

momentary and interrupting ratings of the overcurrent protective

devices.

3. Present the results of the short-circuit study in a table. Include

the following:

a. Device identification.

b. Operating voltage.

c. Overcurrent protective device type and rating.

d. Calculated short-circuit current.

E. Coordination Study:

1. Prepare the coordination curves to determine the required settings

of overcurrent protective devices to demonstrate selective


VAMC Baltimore, MD

26 05 73 - 4

coordination. Graphically illustrate on log-log paper that adequate

time separation exists between devices, including the utility

company upstream device if applicable. Plot the specific

time-current characteristics of each overcurrent protective device

in such a manner that all devices are clearly depicted.

2. The following specific information shall also be shown on the

coordination curves:


b. Potential transformer and current transformer ratios.

c. Three-phase and single-phase ANSI damage points or curves for

each cable, transformer, or generator.

d. Applicable circuit breaker or protective relay characteristic

curves.

e. No-damage, melting, and clearing curves for fuses.

f. Transformer in-rush points.

3. Develop a table to summarize the settings selected for the

overcurrent protective devices. Include the following in the table:


b. Protective relay or circuit breaker potential and current

transformer ratios, sensor rating, and available and suggested

pickup and delay settings for each available trip characteristic.

c. Fuse rating and type.

F. Arc Flash Calculations and Analysis:

1. Arc flash warning labels shall comply with Section 26 05 11,

REQUIREMENTS FOR ELECTRICAL INSTALLATIONS.

2. Arc flash calculations shall be based on actual over-current

protective device clearing time. Maximum clearing time shall be in

accordance with IEEE 1584.

3. Arc flash analysis shall be based on the lowest clearing time

setting of the over-current protective device to minimize the

incident energy level without compromising selective coordination.

4. Arc flash boundary and available arc flash incident energy at the

corresponding working distance shall be calculated for all

electrical power distribution equipment specified in the project,

and as shown on the drawings.

5. Required arc-rated clothing and other PPE shall be selected and

specified in accordance with NFPA 70E.


VAMC Baltimore, MD

26 05 73 - 5

1.7 ANALYSIS

A. Analyze the short-circuit calculations, and highlight any equipment

determined to be underrated as specified. Propose solutions to

effectively protect the underrated equipment.

1.8 ADJUSTMENTS, SETTINGS, AND MODIFICATIONS

A. Final field settings and minor modifications of the overcurrent

protective devices shall be made to conform with the study, without

additional cost to the Government.


PART 3 - EXECUTION (NOT USED)

---END---


VAMC Baltimore, MD

SECTION 26 08 00

COMMISSIONING OF ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 DESCRIPTION

A. The requirements of this Section apply to all sections of Division 26.

B. This project will have selected building systems commissioned. The

complete list of equipment and systems to be commissioned is specified

in Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS. The

commissioning process, which the Contractor is responsible to execute,

is defined in Section 01 91 00 GENERAL COMMISSIONING REQUIRMENTS. A

Commissioning Agent (CxA) appointed by the VA will manage the


1.2 RELATED WORK

A. Section 01 00 00 GENERAL REQUIREMENTS. B. Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS.

C. Section 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. 1.3 SUMMARY

A. This Section includes requirements for commissioning the Facility

electrical systems, related subsystems and related equipment. This

Section supplements the general requirements specified in Section 01 91

00 General Commissioning Requirements.

B. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for more

details regarding processes and procedures as well as roles and

responsibilities for all Commissioning Team members.

1.4 DEFINITIONS

A. Refer to Section 01 91 00 GENERAL COMMISSIONING REQUIREMENTS for

definitions.

1.5 COMMISSIONED SYSTEMS

A. Commissioning of a system or systems specified in Division 26 is part



personnel in accordance with the requirements of Section 01 91 00 and

of Division 26, is required in cooperation with the VA and the


B. The Facility electrical systems commissioning will include the systems

listed in Section 01 91 00 General Commissioning Requirements:

26 08 00 - 1


VAMC Baltimore, MD

1.6 SUBMITTALS

A. The commissioning process requires review of selected Submittals that

pertain to the systems to be commissioned. The Commissioning Agent

will provide a list of submittals that will be reviewed by the

Commissioning Agent. This list will be reviewed and approved by the VA

prior to forwarding to the Contractor. Refer to Section 01 33 23 SHOP

DRAWINGS, PRODUCT DATA, and SAMPLES for further details.

B. The commissioning process requires Submittal review simultaneously with

engineering review. Specific submittal requirements related to the

commissioning process are specified in Section 01 91 00 GENERAL

COMMISSIONING REQUIREMENTS.


PART 3 - EXECUTION

3.1 CONSTRUCTION INSPECTIONS

A. Commissioning of Electrical systems will require inspection of

individual elements of the electrical systems construction throughout

the construction period. The Contractor shall coordinate with the

Commissioning Agent in accordance with Section 01 91 00 and the

Commissioning plan to schedule electrical systems inspections as

required to support the Commissioning Process.

3.2 PRE-FUNCTIONAL CHECKLISTS

A. The Contractor shall complete Pre-Functional Checklists to verify

systems, subsystems, and equipment installation is complete and systems

are ready for Systems Functional Performance Testing. The

Commissioning Agent will prepare Pre-Functional Checklists to be used

to document equipment installation. The Contractor shall complete the

checklists. Completed checklists shall be submitted to the VA and to

the Commissioning Agent for review. The Commissioning Agent may spot

check a sample of completed checklists. If the Commissioning Agent

determines that the information provided on the checklist is not

accurate, the Commissioning Agent will return the marked-up checklist

to the Contractor for correction and resubmission. If the

Commissioning Agent determines that a significant number of completed

checklists for similar equipment are not accurate, the Commissioning

Agent will select a broader sample of checklists for review. If the

Commissioning Agent determines that a significant number of the broader

sample of checklists is also inaccurate, all the checklists for the

type of equipment will be returned to the Contractor for correction and

26 08 00 - 2


VAMC Baltimore, MD

resubmission. Refer to SECTION 01 91 00 GENERAL COMMISSIONING

REQUIREMENTS for submittal requirements for Pre-Functional Checklists,

Equipment Startup Reports, and other commissioning documents.

3.3 CONTRACTORS TESTS

A. Contractor tests as required by other sections of Division 26 shall be

scheduled and documented in accordance with Section 01 00 00 GENERAL

REQUIREMENTS. All testing shall be incorporated into the project

schedule. Contractor shall provide no less than 7 calendar days’

notice of testing. The Commissioning Agent will witness selected

Contractor tests at the sole discretion of the Commissioning Agent.

Contractor tests shall be completed prior to scheduling Systems

Functional Performance Testing.


A. The Commissioning Process includes Systems Functional Performance

Testing that is intended to test systems functional performance under

steady state conditions, to test system reaction to changes in

operating conditions, and system performance under emergency

conditions. The Commissioning Agent will prepare detailed Systems

Functional Performance Test procedures for review and approval by the

Resident Engineer. The Contractor shall review and comment on the

tests prior to approval. The Contractor shall provide the required

labor, materials, and test equipment identified in the test procedure

to perform the tests. The Commissioning Agent will witness and

document the testing. The Contractor shall sign the test reports to

verify tests were performed. See Section 01 91 00 GENERAL

COMMISSIONING REQUIREMENTS, for additional details.

3.5 TRAINING OF VA PERSONNEL

A. Training of the VA operation and maintenance personnel is required in

cooperation with the Resident Engineer and Commissioning Agent.

Provide competent, factory authorized personnel to provide instruction

to operation and maintenance personnel concerning the location,

operation, and troubleshooting of the installed systems. Contractor

shall submit training agendas and trainer resumes in accordance with

the requirements of Section 01 91 00. The instruction shall be

scheduled in coordination with the VA Resident Engineer after

submission and approval of formal training plans. Refer to Section 01

91 00 GENERAL COMMISSIONING REQUIREMENTS and Division 26 Sections for

additional Contractor training requirements.

26 08 00 - 3


VAMC Baltimore, MD

----- END -----

26 08 00 - 4


VAMC Baltimore, MD

SECTION 26 23 00 LOW-VOLTAGE SWITCHGEAR

PART 1 - GENERAL

1.1 DESCRIPTION


testing of UL 1558 front access only low-voltage switchgear, indicated

as switchgear in this section.

B. The switchgear specified in this section is to be installed within a

room with limited working space in order to phase the construction and

provide an expedited transfer of power distribution to the new

equipment. Contractor shall fully coordinate the dimensions of the

required equipment with the existing field conditions and review the

pathways needed to bring the equipment into the required area.

Additional switchgear shipping splits, ability to rotate sections

horizontally, and removal of building components (doors, door frames,

conduit, partitions, etc) may be required. Contractor shall visit the

site prior to bid and include any required elements needed for

installing the switchgear where indicated.

C. Coordinate layout and installation of switchgear and components with

other construction that penetrates ceilings or is supported by them,

including conduit, piping, equipment, and adjacent surfaces. Maintain

required clearances for workspace and equipment access doors and

panels.

D. Coordinate size and location of concrete bases. Concrete,

reinforcement, and formwork requirements are specified with concrete.

1.2 RELATED WORK

A. Section 03 30 00, CAST-IN-PLACE CONCRETE: Requirements for concrete

equipment pads.



C. Section 26 05 19, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES:


D. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS:


for possible fault currents.

E. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Conduits.

26 23 00 - 1


VAMC Baltimore, MD

F. Section 26 05 73, OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY:

Short circuit and coordination study, and requirements for a

coordinated electrical system.

G. Section 26 23 13, GENERATOR PARALLELING CONTROLS: For switchgear used

as part of a generator paralleling system.

H. Section 26 25 11, BUSWAYS: Feeder busways and fittings.

I. Section 26 43 13, SURGE PROTECTIVE DEVICES: For surge protective

devices integral to the switchgear.





1.4 FACTORY TESTS

A. Factory Tests shall be required.

B. Factory Tests shall be in accordance with Paragraph, MANUFACTURED

PRODUCTS in Section 26 05 11, REQUIREMENTS FOR ELECTRICAL

INSTALLATIONS, and the following requirements:

C. Switchgear shall be tested, with the circuit breakers in the connected

position in their compartments. Tests shall be in accordance with IEEE

C37.20.1 and NEMA C37.51. Factory tests shall be certified, and shall

include the following tests:

1. Design tests.

2. Production tests.

3. Conformance tests.

D. The following additional tests shall be performed:

1. Verify that circuit breaker sizes and types correspond to drawings,

and the Overcurrent Protective Device Coordination Study.

2. Verify tightness of bolted electrical connections by calibrated

torque-wrench method in accordance with manufacturer’s published

data.

3. Confirm correct operation and sequencing of key-type mechanical

interlock systems for multiple circuit breakers by attempting

closure on locked-open devices, and attempting to open locked-

closed devices, and making key exchange with devices operated in

off-normal positions.

4. Verify correct barrier and shutter installation and operation.

5. Exercise all active components.

6. Inspect indicating devices for correct operation.

26 23 00 - 2


VAMC Baltimore, MD

7. Perform an insulation-resistance test, phase to ground, on each bus

section, with phases not under test grounded, in accordance with

manufacturer’s published data.

8. Perform insulation-resistance tests on control wiring with respect

to ground. Applied potential shall be 500 V DC for 300-volt rated

cable and 1000 V DC for 600-volt rated cable, or as required if

solid-state components or control devices cannot tolerate the

applied voltage.

9. If applicable, verify correct function of control transfer relays

located in the switchgear with multiple control power sources.

10. Perform phasing checks on double-ended or dual-source switchgear to

insure correct bus phasing from each source.

1.5 SUBMITTALS



requirements:

1. Shop Drawings:

a. Switchgear shop drawings shall be submitted simultaneously with

or after the Overcurrent Protective Device Coordination Study.

b. Submit sufficient information to demonstrate compliance with


c. Prior to fabrication of switchgear, submit the following data for

approval:

1) Complete electrical ratings.

2) Circuit breaker sizes.

3) Interrupting ratings.

4) Safety features.

5) Accessories and nameplate data.

6) Switchgear one line diagram, showing ampere rating, number of

bars per phase and neutral in each bus run (horizontal and

vertical), bus spacing, equipment ground bus, and bus

material.

7) Elementary and interconnection wiring diagrams.

8) Technical data for each component.

9) Dimensioned exterior views of the switchgear.

10) Dimensioned section views of the switchgear.

11) Floor plan of the switchgear.

12) Foundation plan for the switchgear.

26 23 00 - 3


VAMC Baltimore, MD

13) Provisions and required locations for external conduit and

wiring entrances.

14) Equipment weight.

15) Nameplate legends

16) Conduit entrance locations.

2. Manuals:

a. Submit, simultaneously with the shop drawings, companion copies

of complete maintenance and operating manuals, including

technical data sheets, wiring diagrams, and information for

ordering replacement parts.

1) Schematic signal and control diagrams, with all terminals

identified, matching terminal identification in the

switchgear.

2) Include information for testing, repair, trouble shooting,

assembly, disassembly, and factory recommended/required

periodic maintenance procedures and frequency.

3) Provide a replacement and spare parts list. Include a list

of tools and instruments for testing and maintenance

purposes.

b. If changes have been made to the maintenance and operating

manuals originally submitted, submit updated maintenance and

operating manuals two weeks prior to the final inspection.


following.

a. Certification by the manufacturer that switchgear conforms to the

requirements of the drawings and specifications.

b. Certification by the Contractor that switchgear has been properly

installed, adjusted, and tested.

4. Submit written logic control scheme and sequence of operation.

5. Submit a complete specification review indicating compliance with

each subparagraph. By noting the term "comply," it is understood the

manufacturer is in full compliance with the item specified and will

provide exactly the same. Any requested deviation must be documented

in sufficient detail to allow a complete understanding of the

bidder’s intent. Detailed information to support the proposed

substitute product, material or method shall accompany any

deviations.

26 23 00 - 4


VAMC Baltimore, MD

6. Coordination Drawings: Floor plans showing dimensioned layout,

required working clearances, and required area above and around

switchgear where pipe and ducts are prohibited. Show switchgear

layout and relationships between components and adjacent structural

and mechanical elements. Show support locations, type of support,

and weight on each support. Indicate field measurements.



supplements, and errata), form a part of this specification to the

extent referenced. Publications are referenced in the text by basic

designation only.

B. Institute of Engineering and Electronic Engineers (IEEE):

C37.13-15...............Low-voltage AC Power Circuit Breakers Used in

Enclosures

C37.20.1-15.............Metal-Enclosed Low-Voltage Power Circuit

Breaker Switchgear

C57.13-16...............Instrument Transformers

C62.41.1-08.............Surge Environment in Low-voltage (1000V or

less) AC Power Circuits

C62.45-92...............Surge Testing for Equipment connected to Low-

Voltage AC Power Circuits

C. International Code Council (ICC):

IBC-15..................International Building Code

D. National Electrical Manufacturers Association (NEMA):

C37.51-03...............Metal-Enclosed Low Voltage AC Power Circuit

Breaker Switchgear Assemblies — Conformance

Test Procedures

C37.51A-10..............Metal-Enclosed Low Voltage AC Power Circuit

Breaker Switchgear Assemblies — Conformance

Test Procedures Amendment 1 Short-Time

Withstand Current Tests


70-17...................National Electrical Code (NEC).


977-12..................Safety Fused Power-Circuit Devices

1053-15.................Ground Fault Sensing and Relaying Equipment

1558-99.................Metal-Enclosed Low-Voltage Power Circuit

Breaker Switchgear

26 23 00 - 5


VAMC Baltimore, MD

PART 2 - PRODUCTS

2.1 GENERAL

A. Manufacturers: Subject to compliance with requirements, provide

products by one of the following or Government approved equal:

1. Eaton Corporation

2. The listing of specific manufacturers above does not imply

acceptance of their products that do not meet the specified ratings,

features and functions. Manufacturers listed above are not relieved

from meeting these specifications in their entirety. Products in

compliance with the specification and manufactured by others not

named will be considered only if pre-approved by the Engineer ten

(10) days prior to bid date.

B. Dimensions:

1. Overall nominal dimensions of low voltage switchgear shall not

exceed:

a. 266-inches wide (Across entire front; includes 90 degree corner)

b. 42-inched deep

c. 96-inches high

C. Shall be in accordance with IEEE, NEMA, NFPA, UL, as shown on the

drawings, and have the following features:

1. Switchgear shall be Front Access Only UL 1558 Construction.

Switchgear shall be a complete, grounded, continuous-duty, integral

assembly, metal clad, dead-front, self-supporting, indoor type

switchgear assembly, . Incorporate devices shown on the drawings and

all related components required to fulfill operational and

functional requirements.

2. Switchgear shall be Type 1 front accessible with cable sections

accessed in front adjacent to circuit breaker sections.

3. Ratings shall not be less than shown on the drawings. Short circuit

ratings shall not be less than 65 kA.

4. Switchgear shall conform to the arrangements and details shown on

the drawings.

5. Provide service entrance UL label and necessary applicable service

entrance features per NEC.

6. Switchgear shall be assembled, connected, and wired at the factory

so that only external circuit connections are required at the

construction site. Split the structure only as required for shipping

26 23 00 - 6


VAMC Baltimore, MD

and installation. Packaging shall provide adequate protection

against rough handling during shipment.

7. All non-current-carrying parts shall be grounded per Section 26 05

26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS for additional

requirements.

D. The switchgear shall consist of the required number of vertical

sections bolted together to form a rigid assembly. The Front Access

Only switchgear structures shall be of two types: vertically stacked

breaker cells and installed breakers, and adjacent cable connection

structures with the breaker load-side bus wrapped around and extended

into the cable termination compartment. The sides shall be covered

with removable bolt-on covers. All edges of front covers or hinged

front panels shall be formed.

1. The assembly shall be provided with adequate lifting means and shall

be capable of being moved into installation position and bolted

directly to the floor without the use of floor sills providing the

floor is level to 1/8 inch per 3-foot distance in any direction.

Provisions shall be made for jacking of shipping groups, for removal

of skids or insertion of equipment rollers. Base of assembly shall

be suitable for rolling directly on pipes without skids. The base

shall be equipped with slots in the base frame members to

accommodate the use of pry bars for moving the equipment to its

final position.

2. Each vertical steel unit forming part of the switchgear line-up

shall be a self-contained housing having one or more individual

breaker or instrument compartments, a centralized bus compartment

and front accessible cable compartments. Each individual circuit

breaker compartment, or cell, shall be segregated from adjacent

compartments and sections by means of steel barriers to the maximum

extent possible. It shall be equipped with drawout rails and primary

and secondary disconnecting contacts. Removable hinge pins shall be

provided on the breaker compartment door hinges. Current

transformers for feeder instrumentation, where shown on the plans,

shall be located within the appropriate breaker cells and be front

accessible and removable.

3. The stationary part of the primary disconnecting devices for each

power circuit breaker shall be breaker mounted and consist of a set

of contacts extending to the rear through a glass polyester

26 23 00 - 7


VAMC Baltimore, MD

insulating support barrier; corresponding moving finger contacts,

suitably spaced, shall be furnished on the power circuit breaker

studs which engage in only the connected position. The assembly

shall provide multiple silver-to-silver full floating high pressure

point contacts with uniform pressure on each finger maintained by

springs. Each circuit shall include the necessary three-phase bus

connections between the section bus and the breaker line side studs.

Load studs shall be equipped with insulated copper load extension

buses terminating in solder-less type terminals in the rear cable

compartment of each structure. Bus extensions shall be silver-plated

where outgoing terminals are attached. All terminals shall be

accessible through the front only.

4. The circuit breaker door design shall be such that the following

functions may be performed without the need to open the circuit

breaker door: lever circuit breaker between positions, operate

manual charging system, close and open circuit breaker, examine and

adjust trip unit, and read circuit breaker rating nameplate.

5. The secondary disconnecting devices shall consist of floating

terminals mounted on the stationary unit and engaging mating

contacts at the front of the breaker. The secondary disconnecting

devices shall be gold-plated and engagement shall be maintained in

the “connected” and “test” positions.

6. The removable power circuit breaker element shall be equipped with

disconnecting contacts and interlocks for drawout application. It

shall have four positions, “connected,” “test,” “disconnected” and

“removed.” The breaker drawout element shall contain a worm gear

levering “in” and “out” mechanism with removable lever crank.

Levering shall be accomplished via the use of conventional tools.

Mechanical interlocking shall be provided so that the breaker is in

the tripped position before levering “in” or “out” of the cell.

Interlocking that trips the breaker will not be accepted. The

breaker shall include an optional provision for key locking open to

prevent manual or electric closing. Padlocking shall provide for

securing the breaker in the connected, test, or disconnected

position by preventing levering.

7. An insulating flash shield shall be mounted above each circuit

breaker to prevent flashover from the arc chutes to ground.

26 23 00 - 8


VAMC Baltimore, MD

8. Provide in the cell when the circuit breaker is withdrawn, a safety

shutter which automatically covers the line and load stabs and

protects against incidental contact.

9. Section barriers between main and tie circuit-breaker compartments

shall be extended to rear of section.

10. Bus isolation barriers shall be arranged to isolate line bus from

load bus at each main and tie circuit breaker.

11. Auxiliary Compartments: Match and align with basic switchgear

assembly. Include the following:

a. Metering compartment that complies with requirements.

b. Bus transition sections.

c. Incoming-line pull sections.

d. Hinged front panels for access to metering, accessory, and blank

compartments.

12. Bus bars connect between vertical sections and between

compartments. Cable connections are not permitted.

a. Main horizontal bus bars shall be mounted with all three phases

arranged in the same vertical plane. Bus sizing shall be based on

ANSI standard temperature rise criteria of 65 degrees C over a 40

degrees C ambient (outside the enclosure).

b. Main Phase Bus: Uniform capacity the entire length of assembly.

c. Neutral Bus: 100 percent of phase-bus ampacity, except as

indicated. Equip bus with pressure-connector terminations for

outgoing circuit neutral conductors. Include braces for neutral-

bus extensions for busway feeders.

d. Vertical Section Bus Size: Comply with IEEE C37.20.1, including

allowance for spare circuit breakers and spaces for future

circuit breakers.

e. Phase- and Neutral-Bus Material: Silver-plated, hard-drawn

copper of 98 percent minimum conductivity, with copper feeder

circuit-breaker line connections.

f. Use copper for connecting circuit-breaker line to copper bus.

g. Contact Surfaces of Buses: Silver plated.

h. Feeder Circuit-Breaker Load Terminals: Silver-plated copper bus

extensions equipped with pressure connectors for outgoing circuit

conductors.

i. Ground Bus: Hard-drawn copper of 98 percent minimum

conductivity, with pressure connector for feeder and branch-

26 23 00 - 9


VAMC Baltimore, MD

circuit ground conductors, minimum size 1/4 by 2 inches (6 by 50

mm). Copper ground bus shall be furnished firmly secured to each

vertical section structure and shall extend the entire length of

the switchgear. The ground bus short-time withstand rating shall

meet that of the largest circuit breaker within the assembly.

j. Supports and Bracing for Buses: Adequate strength for indicated

short-circuit currents.

k. Neutral bus equipped with pressure-connector terminations for

outgoing circuit neutral conductors. Neutral-bus extensions for

busway feeders are braced.

l. Neutral Disconnect Link: Bolted, uninsulated, 1/4-by-2-inch (6-

by-50-mm) copper bus, arranged to connect neutral bus to ground

bus.

m. Provide for future extensions from either end of main phase,

neutral, and ground bus by means of predrilled bolt-holes and

connecting links.

n. All hardware used on conductors shall be high-tensile strength

and zinc-plated. All bus joints shall be provided with

Belleville-type washers.

o. Where bus sectionalizing breaker is present, the buses on the two

sides of that breaker will be isolated from each other. Where an

incoming line or main breaker is present, the incoming line

conductors shall be isolated from the main bus.

2.2 HOUSING

A. Finish:

1. All metal surfaces shall be thoroughly cleaned, phosphatized and

factory primed prior to applying baked enamel or lacquer finish.

2. Provide a light gray finish for indoor switchgear.

2.3 LOW-VOLTAGE POWER CIRCUIT BREAKERS

A. General: Circuit breakers shall be dead front, drawout, stored energy

type with solid state trip devices. Arcing contacts shall be renewable.

B. All power circuit breakers shall be constructed and tested in

accordance with ANSI C37.13, C37.16, C37.17, C37.50, UL 1066 and NEMA

SG-3 standard. The breaker shall carry a UL label.

1. Narrow frame circuit breakers shall be provided where required to

meet the maximum switchgear widths identified. Circuit breakers

shall be capable of mounting within 18” and 22” wide sections as

identified on the drawings.

26 23 00 - 10


VAMC Baltimore, MD

2. The power circuit breaker shall have three windows in the front

cover to clearly indicate any electrical accessories that are

mounted in the breaker. The accessory shall have a label that will

indicate its function and voltage. The accessories shall be plug and

lock type and UL listed for easy field installation. They shall be

modular in design and shall be common to all frame sizes and

ratings.

3. Each power circuit breaker shall offer sixty (60) front-mounted

dedicated secondary wiring points. Each wiring point shall have

finger safe contacts, which will accommodate #10 AWG maximum field

connections with ring tongue or spade terminals or bare wire.

4. The breaker control interface shall have color-coded visual

indicators to indicate contact open or closed positions, as well as

mechanism charged and discharged positions. Manual control

pushbuttons on the breaker face shall be provided for opening and

closing the breaker. The power circuit breaker shall have a

“Positive On” feature. The breaker flag will read “Closed” if the

contacts are welded and the breaker is tripped or opened.

5. Main and tie circuit breakers shall be electrically operated with

features and accessories described in this specification. All the

breakers shall be rated to carry 100% of the current rating of the

breaker continuously. Breakers shall have minimum interrupting

ratings as shown on the drawings.

6. The current sensors shall have a back cover window that will permit

viewing the sensor rating on the back of the breaker. A rating plug

will offer indication of the rating on the front of the trip unit.

7. Breakers shall be provided in drawout configuration. The 800, 1200,

1600, 2000 and 3200 ampere frame outgoing feeder power circuit

breakers shall be provided in the same physical frame size. All

physical frame sizes shall have a common height and depth.

8. A position indicator shall be located on the faceplate of the

breaker. This indicator shall provide color indication of the

breaker position in the cell. These positions shall be Connect

(Red), Test (Yellow), and Disconnect (Green). The levering door

shall be interlocked so that when the breaker is in the closed

position, the breaker levering-in door shall not open.

9. Circuit breakers shall have true 30 cycle withstand capability equal

to its short time rating to help assure selectivity with downstream

26 23 00 - 11


VAMC Baltimore, MD

devices and minimize nuisance tripping when closing onto high inrush

loads. The breaker shall not use a hidden instantaneous or making

current release to achieve its short time withstand ratings. The

breaker close and latch rating shall be equal to its short time

rating.

10. Ratings: As indicated for continuous, interrupting, and short-

time current ratings for each circuit breaker; voltage and frequency

ratings same as switchgear.

11. The mains and tie shall be electrically operated.

12. Operating Mechanism: Mechanically and electrically trip-free,

stored-energy operating mechanism with the following features:

a. Normal Closing Speed: Independent of both control and

operator.

b. Slow Closing Speed: Optional with operator for inspection and

adjustment.

c. Stored-Energy Mechanism: Two-step stored-energy mechanism to

charge the closing springs. The closing of the breaker

contacts shall automatically charge the opening springs to

ensure quick-break operation. Electrically operated breakers

shall be complete with 120 VAC motor operators. The charging

time of the motor shall not exceed 6 seconds.

d. Operation counter.

13. Trip Devices: Solid-state, overcurrent trip-device system

consisting of one or two current transformers or sensors per phase,

a release mechanism, and the following features:

a. Functions: Long-time-delay, short-time-delay, and

instantaneous-trip functions, independent of each other in

both action and adjustment.

b. Temperature Compensation: Ensures accuracy and calibration

stability from minus 5 to plus 40 deg C.

c. Field-adjustable, time-current characteristics.

d. Current Adjustability: Dial settings and rating plugs on trip

units or sensors on circuit breakers, or a combination of

these methods.

e. Three bands, minimum, for long-time- and short-time-delay

functions; marked "minimum," "intermediate," and "maximum."

26 23 00 - 12


VAMC Baltimore, MD

f. Pickup Points: Five minimum, for long-time- and short-time-

trip functions. Equip short-time-trip function for switchable

I2t operation.

g. Pickup Points: Five minimum, for instantaneous-trip

functions.

h. Ground-fault protection with at least three short-time-delay

settings and three trip-time-delay bands; adjustable current

pickup. Arrange to provide protection for the following:

1) Three-wire circuit or system.

2) Four-wire circuit or system.

3) Four-wire, double-ended switchgear.

i. Trip Indication: Labeled, battery-powered lights or

mechanical targets on trip device to indicate type of fault.

j. Each low voltage power circuit breaker shall be equipped with

a solid-state tripping system consisting of three current

sensors, microprocessor-based trip device and flux-transfer

shunt trip. Current sensors shall provide operation and signal

function. The trip unit shall use microprocessor-based

technology to provide the basic adjustable time-current

protection functions. True rms sensing circuit protection

shall be achieved by analyzing the secondary current signals

received from the circuit breaker current sensors and

initiating trip signals to the circuit breaker trip actuators

when predetermined trip levels and time delay settings are

reached. Interchangeable current sensors with their associated

rating plug shall establish the continuous trip rating of each

circuit breaker. The trip unit shall be Eaton type Digitrip

520MC or Government approved equal.

k. The trip unit shall have an information system that utilizes

battery backup LEDs to indicate mode of trip following an

automatic trip operation. The indication of the mode of trip

shall be retained after an automatic trip. A reset button

shall be provided to turn off the LED indication after an

automatic trip. A test pushbutton shall energize a LED to

indicate the battery status.

l. The trip unit shall be provided with a display panel,

including a representation of the time/current curve that will

indicate the protection functions. The unit shall be

26 23 00 - 13


VAMC Baltimore, MD

continuously self-checking and provide a visual indication

that the internal circuitry is being monitored and is fully

operational.

m. The trip unit shall be provided with a making-current release

circuit. The circuit shall be armed for approximately two

cycles after breaker closing and shall operate for all peak

fault levels above 25 times the ampere value of the rating

plug.

n. Trip unit shall have selectable powered and unpowered thermal

memory for enhanced circuit protection.

o. Complete system selective coordination shall be provided by

the addition of the following individually adjustable

time/current curve shaping solid-state elements:

1) All circuit breakers shall have adjustments for long delay

pickup and time.

2) All circuit breakers shall have individual adjustments for

short delay pickup and time, and include I2t settings.

3) All circuit breakers shall have an adjustable instantaneous

pickup.

4) All circuit breakers shall have individually adjustable

ground fault current pickup and time, and include I2t

settings.

p. The trip unit shall have provisions for a single test kit to

test each of the trip functions.

q. The trip unit shall have a 24-character LCD display showing

phase, neutral, and ground current. The accuracy of these

readings shall be +/- 2% of full scale.

r. The trip unit shall be equipped to permit communication via a

network twisted pair for remote monitoring and control.

s. The trip unit shall include a power/relay module which shall

supply control to the readout display. Following an automatic

trip operation of the circuit breaker, the trip unit shall

maintain the cause of trip history and the mode of trip LED

indication as long as its internal power supply is available.

t. Metering display accuracy of the complete system, including

current sensors, auxiliary CTs, and the trip unit, shall be

+/- 1% of full scale for current values.

u. The unit shall be capable of monitoring the following data:

26 23 00 - 14


VAMC Baltimore, MD

1) Instantaneous value of phase, neutral and ground current

v. The trip unit shall offer information on the circuit breaker’s

health. The data available shall include total number of all

Instantaneous and Short Delay trips seen by the circuit

breaker, an additional count of all the overloads and ground

fault trips seen by the circuit breaker, an operation counter,

a time stamp of the last breaker operation, and the maximum

temperature seen by the trip unit. All these data points will

be stored in non volatile memory and available for remote

communications.

w. Trip units shall include zone interlocking capability for the

short-time delay and ground fault delay trip functions for

improved system coordination. The zone interlocking system

shall restrain the tripping of an upstream circuit breaker and

allow the circuit breaker closest to the fault to trip with no

intentional time delay. In the event that the downstream

breaker does not trip, the upstream breaker shall trip after

the pre-set time delay. Factory wire zone interlocking system

for breakers within the switchgear.

14. Auxiliary Contacts: For interlocking or remote indication of

circuit-breaker position, with spare auxiliary switches and other

auxiliary switches required for normal circuit-breaker operation,

quantity as required. Each consists of two Type "a" and two Type

"b" stages (contacts) wired through secondary disconnect devices to

a terminal block in stationary housing.

15. Drawout Features: Circuit-breaker mounting assembly equipped

with a racking mechanism to position circuit breaker and hold it

rigidly in connected, test, and disconnected positions. Include the

following features:

a. Interlocks: Prevent movement of circuit breaker to or from

connected position when it is closed, and prevent closure of

circuit breaker unless it is in connected, test, or

disconnected position.

b. Circuit-Breaker Positioning: An open circuit breaker may be

racked to or from connected, test, and disconnected positions

only with the associated compartment door closed unless live

parts are covered by a full dead-front shield. An open

circuit breaker may be manually withdrawn to a position for

26 23 00 - 15


VAMC Baltimore, MD

removal from the structure with the door open. Status for

connection devices for different positions includes the

following:

1) Test Position: Primary disconnect devices disengaged,

and secondary disconnect devices and ground contact

engaged.

2) Disconnected Position: Primary and secondary devices

and ground contact disengaged.

16. Arc Chutes: Readily removable from associated circuit breaker

when it is in disconnected position, and arranged to permit

inspection of contacts without removing circuit breaker from

switchgear.

17. Padlocking Provisions: For installing at least three padlocks on

each circuit breaker to secure its enclosure and prevent movement of

drawout mechanism.

18. Operating Handle: One for each circuit breaker capable of manual

operation.

19. Electric Close Button: One for each electrically operated

circuit breaker.

20. Shunt-Trip Devices: On all mains and ties, 120VAC.

21. Indicating Lights: To indicate circuit breaker is open or

closed, for main and bus tie circuit breakers interlocked either

with each other or with external devices.

22. To facilitate lifting, the power circuit breaker shall have

integral handles on the side of the breaker.

C. Rating: Circuit breakers shall be 3 pole, 600 volts AC and below, 60

cycle with frame size, trip rating and functions, and system voltage as

shown on drawings.

2.4 SURGE PROTECTIVE DEVICE

A. Refer to Section 26 43 13, SURGE PROTECTIVE DEVICES.

2.5 METERING

A. Refer to Section 25 10 10, ADVANCED UTILITY METERING. Refer to

drawings for meter locations.

B. As necessary, provide compartment with a front hinged door to provide

safe isolated access to meters and all associated terminal and fuse

blocks for maintenance, calibration, or testing.

26 23 00 - 16


VAMC Baltimore, MD

C. Provide current transformers for each meter. Current transformers shall

be wired to shorting-type terminal blocks.

D. Provide voltage transformers including primary fuses and secondary

protective devices for metering as shown on the drawings.

2.6 OTHER EQUIPMENT

A. Furnish tools and accessories required for circuit breaker and

switchgear test, inspection, maintenance, and proper operation.

B. Circuit breaker removal equipment: Furnish a permanent circuit breaker

removal device mounted on top of enclosure for installation and removal

of circuit breakers.

2.7 CONTROL WIRING AND TERMINATIONS

1. Small wiring, necessary fuse blocks and terminal blocks within the

switchgear shall be furnished as required. Control components mounted

within the assembly shall be suitably marked for identification

corresponding to the appropriate designations on manufacturer’s wiring

diagrams.

2. Provide a front accessible, isolated vertical wireway for routing of

factory and field wiring. Factory provisions shall be made for securing

field wiring without the need for adhesive wire anchors.

3. Front access to all circuit breaker secondary connection points shall

be provided for ease of troubleshooting and connection to external

field connections without the need of removing the circuit breaker for

access.

4. All control wire shall be type SIS. Control wiring shall be 14 gauge

for control circuits and 12 gauge for current transformer circuits.

Wire bundles shall be secured with nylon ties and anchored to the

assembly with the use of pre-punched wire lances or nylon non-adhesive

anchors. All current transformer secondary leads shall first be

connected to conveniently accessible shorting terminal blocks before

connecting to any other device. Shorting screws with provisions for

storage shall be provided. All groups of control wires leaving the

switchgear shall be provided with terminal blocks with suitable

numbering strips and provisions for #10 AWG field connections. Each

control wire shall be marked to the origin zone/wire name/destination

zone over the entire length of the wire using a cured ink process.

Provide wire markers at each end of all control wiring. Plug-in

terminal blocks shall be provided for all shipping split wires.

26 23 00 - 17


VAMC Baltimore, MD

Terminal connections to remote devices or sources shall be front

accessible via doors above each circuit breaker.

5. Mechanical-type lugs shall be provided for all line and load

terminations suitable for copper or aluminum cable rated for 75 degrees

C of the size indicated on the drawings.

6. Lugs shall be provided in the incoming line section for connection of

the main grounding conductor. Additional lugs for connection of other

grounding conductors shall be provided as indicated on the drawings.

7. Reusable insulating boots shall be provided to cover all power cable

terminations.

2.8 COMPONENTS

A. Provision for Future Devices: Equip compartments with rails, mounting

brackets, supports, necessary appurtenances, and bus connections.

B. Control Power Supply: Control power transformer supplying 120-V

control circuits through secondary disconnect devices. Include the

following features:

1. Dry-type transformers, in separate compartments for units larger

than 3 kVA, including primary and secondary fuses.

2. Two control power transformers in separate compartments with

necessary interlocking relays; each transformer connected to line

side of associated main circuit breaker.

a. Secondary windings connected through a relay or relays to control

bus to effect an automatic transfer scheme.

3. Control Power Fuses: Primary and secondary fuses with current-

limiting and overload protection.

2.9 NAMEPLATES AND MIMIC BUS

A. Nameplates: For Normal Power system, provide laminated black phenolic

resin with white core with 12 mm (1/2 inch) engraved lettered

nameplates next to each circuit breaker. For Essential Electrical

System, provide laminated red phenolic resin with white core with 12 mm

(1/2 inch) engraved lettered nameplates next to each circuit breaker.

Nameplates shall indicate equipment served, spaces, or spares in

accordance with one line diagram shown on drawings. Nameplates shall be

mounted with plated screws on front of breakers or on equipment

enclosure next to breakers. Mounting nameplates only with adhesive is

not acceptable.

B. Mimic Bus: Provide an approved mimic bus on front of each switchgear

assembly. Color shall be black for the Normal Power system and red for

26 23 00 - 18


VAMC Baltimore, MD

the Essential Electrical System, either factory-painted plastic or

metal strips. Plastic tape shall not be used. Use symbols similar to

one line diagram shown on drawings. Plastic or metal strips shall be

mounted with plated screws.

2.10 MAIN-TIE-MAIN CONTROLS

A. Provide all controls necessary for proper main-tie-main transfer

operation in an OPEN TRANSITION format.

B. Where indicated on the drawings, provide an automatic transfer control

system for control of both main breakers and the tie breaker (3 circuit

breakers per switchgear). The logic of the transfer control system

functions shall be provided via a microprocessor. The set points shall

be field adjustable without the use of special tools.

C. A digital readout shall display each option as it is functioning. The

readout shall display actual line-to-line voltage, line frequency and

timers. When timers are functioning, the microprocessor shall display

the timer counting down. All set points shall be capable of being re-

programmed from the front of the logic panel when the transfer control

system is in the program mode. A test pushbutton shall be included as

part of the microprocessor. The microprocessor shall be compatible with

a twisted pair communication over a network to a computer for control

or printer.

D. Functions and controls shall include the following and match or exceed

the functionality:

1. Automatic transfer to alternate source, automatic re-transfer to

normal source for main-tie-main.

2. Phase loss (47 Device), open transition with control program

interlocking to prevent paralleling.

3. Bypass of retransfer delay if alternate source fails.

4. Electrically interlocked.

5. Manual circuit breaker close buttons inhibited unless manual

operation is selected

6. Undervoltage sensing on both sources (27 Device)

7. Phase sequence (reverse phase) sensing on both sources (47 device),

2 cycles with local LED indication.

8. Auto/Manual switch with removable key and light indication.

9. White light for AUTO.

10. Blue light for MANUAL.

11. Control power transfer between sources.

26 23 00 - 19


VAMC Baltimore, MD

12. Open (Green) / Close (Red) lighted push buttons for manual

operation of the circuit breakers.

13. Test switch for simulating loss of either source.

14. Circuit breaker electrical trip lockout with amber light

indication.

15. 120Vac control power from control power transformer, best

available source.

16. White lights for sources available.

17. HMI panel with Mimic One Line Graphics.

18. Manual retransfer to normal switch for Main-Tie-Main.

19. Remote alarm contact (System Inoperative), 5A @120Vac.

20. Pilot lights test switch.

21. The HMI panel shall show the following: Main- Tie- Main one line

diagram; main and tie breaker status (open, closed, tripped, out of

cell); readout marked "Source 1" and "Source 2" to indicate that

respective source voltages are available; automatic/manual mode

select pushbutton; pushbuttons for manual breaker control; and alarm

information (loss of source, breaker trip).

E. Sequence of Operation - Automatic Mode

1. Under normal conditions, the main breakers are closed and the tie

breaker is open.

2. Undervoltage set points for each source shall be adjustable between

80% and 100% of nominal voltage.

3. An undervoltage time delay to transfer shall be adjustable between

0.5 to 60 seconds, to override momentary voltage dips and outages.

4. After an undervoltage condition is experienced on a source and the

set time delay expires, the transfer control system shall open the

affected main breaker and close the tie breaker.

5. When normal voltage has been restored after a time delay, adjustable

from 1 to 600 seconds (to ensure the integrity of the source), the

transfer control system shall open the tie breaker. The transfer

control system shall have an adjustable neutral position timer (0-10

seconds) to allow voltage to decay sufficiently before the affected

main breaker is then closed (open transition retransfer).

6. If Source 2 should fail while carrying the load, transfer to Source

1 shall be made instantaneously upon restoration of Source 1 to

satisfactory conditions.

26 23 00 - 20


VAMC Baltimore, MD

7. If both sources should fail simultaneously, no action shall be

taken. Upon the return of either single source and after an

adjustable time delay to ensure source integrity, the main to the

de-energized source shall be opened and the tie breaker closed.

8. If the main or tie breakers trip due to a fault, the transfer

control system shall be reset to manual mode and manual operation of

that breaker shall be prevented until its overcurrent trip switch is

reset.

F. Sequence of Operation - Manual Mode

1. While in manual mode, breakers shall be capable of being opened and

closed using control switches or push buttons on the transfer

control system display. Electrical interlocking shall be provided to

prevent placing the mains and ties in the closed position at the

same time (i.e. closed transition operation). Provide switch on

front of switchgears to select manual or automatic operation.

G. Provide a programmable logic controller with 24 volts dc ride-through

power supply (battery backup or UPS). Primary control power shall be

provided by a control power transformer on each source.

H. Transfer control system display: The main tie main controls for the

transfer scheme shall be mounted on the switchgear.

1. The touch screen HMI (Human Machine Interface) shall include a color

touch screen with one line graphical representation of the

switchgear. (Eaton PanelMate or Government approved equal).

2. The PanelMate shall allow control of the Main and Tie Breakers via

pushbuttons ONLY when “Manual” is selected on the MODE SELECTOR

switch located on the front of each switchgear lineup.

3. Each switchgear one line screen shall show both Main Breakers and

the Tie Breaker in their current status and shall update upon any

status change. Four (4) Breaker status positions shall be displayed:

CLOSED, OPENED, TRIPPED and DISCONNECTED.

4. A bus status legend shall indicate whether Load Bus is energized.

RED indicates there is Voltage present on the Load Bus and Green

indicates Voltage is not present. The status will update

accordingly.

5. Automatic Mode / Manual Mode. The HMI will display the current mode

of operation of the PLC. This is selected by the MODE SELECTOR on

the switchgear and is not selectable from the HMI. NOTE: If a

26 23 00 - 21


VAMC Baltimore, MD

breaker is Tripped, the PLC shall defaults to Manual Mode until the

Tripped condition is reset.

6. The HMI shall display status of the (2) two incoming sources.

7. The HMI shall display the current availability of each incoming

source as either Normal or Abnormal. The status of the incoming

sources will update accordingly.

8. The HMI shall display pushbuttons for the user to select different

screens. The following shall push button functions be provided:

a. Current Transfer Timers.

b. Display Alarm Page

c. Display Sequence of Operation.

9. Breaker Control Pushbuttons. These buttons are only visible when the

PLC is in Manual Mode. They allow the operator to Open and Close the

Main and Tie Breakers. The Open and Close buttons will appear when

the operator selects a Breaker to control.

10. Transfer Timers. The operator can select the Transfer Time that

occurs when either source is lost. When the desired button is pushed

a numerical display will appear and the operator can input data from

.5 to 60 seconds. The display will also show the timer counting

down.

11. Stabilization Timer. The operator can select the amount of time

needed for the returning source to stabilize before Re-Transferring.

When the desired button is pushed a numerical display will appear

and the operator can input data from 1 to 600 seconds. The display

will also show the timer counting down.

12. HMI Buttons shall allow the user to go back to the previous

screen.

13. Alarm Event Logger screen shall show when an Alarm occurred, when

it was Acknowledged and when it was Cleared. The current alarm status

shall be displayed. It shall updates automatically when alarms occur or

are cleared. Provide a graphical display of Alarms.

14. Touchscreen shall be mounted at a level for easy viewing and

control on the front of the switchgear

PART 3 - EXECUTION

3.1 INSTALLATION



26 23 00 - 22


VAMC Baltimore, MD

B. Anchor switchgear with rustproof bolts, nuts, and washers not less than

13 mm (1/2 inch) diameter, in accordance with manufacturer’s

instructions, and as shown on drawings.

C. Interior Location. Mount switchgear on concrete slab. Unless otherwise

indicated, the slab shall be at least 125 mm (6 inches) thick. The top

of the concrete slab shall be approximately 150 mm (6 inches) above

finished floor. Edges above floor shall have 15 mm (1/2 inch) chamfer.

The slab shall be of adequate size to project at least 100 mm (8

inches) beyond the equipment. Concrete work shall be as specified in

Section 03 30 00, CAST-IN-PLACE CONCRETE.




1. Visual Inspection and Tests:

a. Compare equipment nameplate data with specifications and approved

shop drawings.

b. Inspect physical, electrical, and mechanical condition.

c. Confirm correct application of manufacturer's recommended

lubricants.

d. Verify appropriate anchorage, required area clearances, and

correct alignment.

e. Verify that circuit breaker sizes and types correspond to

approved shop drawings.

f. Verifying tightness of accessible bolted electrical connections

by calibrated torque-wrench method, or performing thermographic

survey after energization.

g. Confirm correct operation and sequencing of HMI touch screen,

transfer scheme operation, and mechanical interlock systems.

h. Vacuum-clean switchgear enclosure interior. Clean switchgear

enclosure exterior.

i. Inspect insulators for evidence of physical damage or

contaminated surfaces.

j. Verify correct shutter installation and operation.

k. Exercise all active components.

l. Verify the correct operation of all sensing devices, alarms, and

indicating devices.

m. Verify that vents are clear.


26 23 00 - 23


VAMC Baltimore, MD

a. Perform insulation-resistance tests on each bus section.

b. Perform insulation-resistance test on control wiring; do not

perform this test on wiring connected to solid-state components.

c. Perform phasing check on double-ended switchgear to ensure

correct bus phasing from each source.

3.3 FOLLOW-UP VERIFICATION

A. Upon completion of acceptance checks, settings, and tests, the

Contractor shall show by demonstration in service that the switchgear

is in good operating condition and properly performing the intended

function.

3.4 TEMPORARY HEATING

A. Apply temporary heat to switchgear, according to manufacturer's written

instructions, throughout periods when switchgear environment is not

controlled for temperature and humidity within manufacturer's

stipulated service conditions.

3.5 WARNING SIGN

A. Mount on each entrance door of thenew ATS room, approximately 1500 mm

(5 feet) above grade or floor, a clearly lettered warning sign for

warning personnel. The sign shall be attached with rustproof metal

screws.

3.6 ONE LINE DIAGRAM AND SEQUENCE OF OPERATION

A. At final inspection, an as-built one line diagram shall be laminated or

mounted under acrylic glass, and installed in a frame mounted in the

switchgear room or in the outdoor switchgear enclosure.

B. Furnish a written sequence of operation for the switchgear and

connected line side/load side electrical distribution equipment. The

sequence of operation shall be laminated or mounted under acrylic

glass, and installed in a frame mounted in the switchgear room or in

the outdoor switchgear enclosure.

C. Deliver an additional four copies of the as-built one line diagram and

sequence of operation to the COR.

3.7 AS-LEFT TRIP UNIT SETTINGS

A. The trip unit settings shall be set in the field by an authorized

representative of the switchgear manufacturer per the approved

Overcurrent Protective Device Coordination Study in accordance with

Section 26 05 73, OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY.

26 23 00 - 24


VAMC Baltimore, MD

B. Post a durable copy of the "as-left" trip unit settings in a convenient

location in the switchgear room . Deliver four additional copies of the

settings to the CORprior to the activation of the switchgear.

3.8 INSTRUCTION

A. Furnish the services of a factory-trained technician for two, 4-hour

training periods for instructing personnel in the maintenance and

operation of the switchgear, on the dates requested by the COR.

---END---

26 23 00 - 25


VAMC Baltimore, MD

SECTION 26 23 13 GENERATOR PARALLELING CONTROLS

PART 1 - GENERAL

1.1 DESCRIPTION


testing of outdoor control components for low-voltage paralleling

StandbyandEssential Electrical System existing generators. Caterpillar

is the basis of design, but government approved equal meeting the

designed dimensions and weights can be provided.

B. The location of the generator paralleling switchgear is space and

weight constrained. Contractor shall fully coordinate the dimensions of

the required equipment with the existing field conditions and review

the pathways needed to bring the equipment into the required area.

Additional switchgear shipping splits, ability to rotate sections

horizontally, and removal of building components (doors, door frames,

conduit, partitions, etc) may be required. Contractor shall visit the

site prior to bid and include any required elements needed for

installing the switchgear where indicated.

C.The generator paralleling controls shall be compatible and functional

with the switchgear, engine generators, automatic transfer switches,

remote annunciators, and all related components.

1.2 RELATED WORK



B. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS:


for possible fault currents.

C. Section 26 05 73, OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY:



D. Section 26 23 00, LOW-VOLTAGE SWITCHGEAR: For draw out circuit breakers

and trip units.

E. Section 26 32 13, ENGINE GENERATORS: Existing Engine generator

modifications.

F. Section 26 36 23, AUTOMATIC TRANSFER SWITCHES: Automatic transfer

switches.

26 23 13 - 1


VAMC Baltimore, MD

G. Section 26 43 13, SURGE PROTECTIVE DEVICES: For surge protective

devices integral to the switchgear.





1.4 FACTORY TESTS

A. Factory Tests shall be required.



INSTALLATIONS, and the following requirement:

1. Generator paralleling controls shall be tested to assure that there

are no electrical or mechanical defects. Tests shall be conducted in

accordance with UL and ANSI standards.

1.5 SUBMITTALS



requirements:

1. Shop Drawings:

a. Per the requirements of Section 26 23 00, LOW-VOLTAGE SWITCHGEAR.

b. Include sequences of operation and interconnecting controls

diagrams, showing connections to switchgear, generators,

automatic transfer switches, and remote annunciators.

2. Manuals:

a. When submitting the shop drawings, submit companion copies of

complete maintenance and operating manuals, including technical

data sheets, wiring diagrams, and information for ordering

replacement parts.

1) The terminals of wiring diagrams shall be identified to

facilitate installation, maintenance, and operation.

2) Wiring diagrams shall indicate internal wiring for each piece

of equipment and the interconnection between the pieces of

equipment, including related equipment specified in other

sections.

3) Provide a clear and concise description of operation,

including detailed information required to properly operate

the equipment.

26 23 13 - 2


VAMC Baltimore, MD

4) Approvals shall be based on complete submissions of manuals

together with shop drawings.




3. Test Reports:

a. Two weeks prior to the final inspection, submit certified field

test reports and data sheets.

4. Certifications: Two weeks prior to the final inspection, submit the

following.

a. Certification by the manufacturer that the generator paralleling

controls conform to the requirements of the drawings and

specifications.

b. Certification by the Contractor that the generator paralleling

controls have been properly installed, connected, and tested.

5. Compliance Checklist – A line by line checklist shall be submitted

identifying each specification paragraph and whether and how the

contractor or manufacturer will comply with the specified

requirement. If the equipment submitted does not meet the

requirement, provide an explanation and description of an alternate

solution proposed. Alternates will be considered but may not

necessarily be approved.




extent referenced. Publications are referenced in the text by the basic

designation only.

B. International Code Council (ICC):





110-16..................Emergency and Standby Power Systems


250-14..................Enclosures for Electrical Equipment (1000 Volts

Maximum)

ICS 6-11................Enclosures

E. Underwriters Laboratories Inc. (UL):

26 23 13 - 3


VAMC Baltimore, MD


508A-13.................Industrial Control Panels

UL 1558.................Standard for Metal-Enclosed Low-Voltage Power

Circuit Breaker Switchgear

PART 2 – PRODUCTS

2.1 GENERATOR PARALLELING SWITCHGEAR OUTDOOR ENCLOSURE

A. The generator paralleling switchgear shall be mounted within a

prefabricated, walk-in, sheltered aisle, weatherproof housing to be

located on the roof of the medical center.

B. The maximum dimensions of the switchgear housing are 251” long by 143”

wide. A housing with a larger dimension than indicated will not be

acceptable.

C. The switchgear enclosure shall be prefabricated with all interior

equipment as a package, ready for field utility and control

connections.

D. The housing shall have the following features:

1. Structural steel base assembly including the following items:

a. Two NEMA Standard copper grounding provisions installed at

diagonally opposite corners of the steel base for use by others.

b. Four point lift provisions

c. Concrete pad anchor holes

d. NEC-250 sized and rated ground strap installed between the

switchgear line-up and the structural steel base floor.

e. Conduit openings with removable mill finished 14 gauge galvanized

steel cover plates and hold down provisions installed on the sub

base floor for cable access to the switchgear.

f. Conduit opening with removable cover plate installed through the

sub base floor for cable access to the panelboard.

g. Approximate structural steel base assembly dimensions: 143"W x

15"H x 229"L

2. Enclosure group including the following items:

a. 14 Gauge galvannealed steel enclosure (142"W x 128"H x 228"L).

The roof is crowned to prevent the ponding of water and the seams

have continuous welds preventing the entrance of water.

b. 2"-Thick mineral fiber insulation and a perforated galvanized

mill-finish liner are applied to the interior walls and ceiling

of the enclosure.

26 23 13 - 4


VAMC Baltimore, MD

3. The Two (2) 36"W x 84"H pre-hung commercial access doors are

equipped with the following items:

a. The doors are UL fire-rated

b. Doors are steel constructed

c. Doors are painted the same color as the enclosure

d. Drip gutters installed above the doors. The gutters shall extend

6" beyond each side door opening as required and as permitted.

e. Key locking door handles

f. UL listed interior panic hardware

g. Perimeter gaskets

h. Detachable restraint chains

i. Aluminum with rubber gasketed threshold

4. Two (2) sets of enclosure access stairs, each includes the following

items:

a. Step assemblies in compliance with OSHA standard 1910.24

b. Steps shall be custom fabricated based on the field conditions

with the unit selected and the final concrete pad and roofing

condition.

c. Fabricated aluminum stair treads with anti-skid dimples

d. Fabricated aluminum support structure and stringers

e. Modular aluminum guard rail assembly

f. All items remain mill finished and unpainted

h. The stairs are designed to mount to the concrete pad

5. Enclosure electrical accessory group including the following items:

a. Breaker type panelboard rated 150A, 208/120 volt three phase,

four wire and complete with a thermal magnetic trip only bolt-in

style main circuit breaker and bolt-in style branch circuit

breakers for the enclosure accessories. Provide circuits as

required, designed per NEC requirements for convenience

receptacle, lighting, HVAC, and other accessories. It shall have

a service entrance label listing and a Ground bus lug for #6 AWG

electrode grounding conductor to building steel and Bottom

conduit entry with single point power connection

b. All wiring is installed in surface mounted EMT (Electrical

Metallic Tubing), liquid tight flexible conduit and galvanized

steel boxes. All wire will be THHN unless otherwise noted and all

liquid tight flexible conduit runs will be less than six feet

long.

26 23 13 - 5


VAMC Baltimore, MD

c. Three 120VAC, forty-eight inch, LED light fixtures complete with

vapor proof type/ wet location diffusers, two wall switches and

two GFI protected duplex receptacles.

d. Two exterior mounted LED wall pack fixtures complete with

photoelectric cell. The lighting will be directed downward and

come installed above the personnel access doors.

e. Two LED EXIT signs complete with dual 120VAC emergency light

lamps, integral calcium battery and battery charger.

f. One (1) CMCO supplied 5 ton, 60Hz wall mounted air conditioner

complete with low ambient controls and heating elements.

g. Install 480 volt switchgear line up which measures 95"H x 72"D

inside housing. The low voltage switchgear line up will sit on a

three inch pedestal. Please Note: The switchgear line up needs to

include bolt-on type rear access panels.

6. Switchgear heaters shall be wired to the panelboard.

7. The four (4) 42"W x 84"H rear switchgear access doors is equipped

with the following items:

a. Doors constructed of the same material type as the enclosure.

b. Drip gutters installed above the doors. The gutters shall extend

6" beyond each side door opening as required and as permitted.

c. Stainless steel, surface mount, padlocking handles

d. Zinc plated, three-point latches

e. Stainless steel, surface mount, strap-type hinges

f. Full perimeter gaskets

g. Detachable restraint chains

h. Anti-skid tape applied to the thresholds

i. All enclosure seams are caulked prior to painting

j. Prime coat: two component Urethane

k. Intermediate coat: Epoxy Ester

l. Top coat: Acrylic Enamel

m. The color will be ANSI gray

n. Housing shall be prepped to support fire alarm devices on plan

and overhead connection from dry system sprinkler piping

indicated.

E. Secure the housing to the new concrete slab in accordance with the

manufacturer’s requirements.

26 23 13 - 6


VAMC Baltimore, MD

2.2 METAL-ENCLOSED LOW VOLTAGE SWITCHGEAR

A. Source Limitations: Obtain paralleling low-voltage switchgear from same manufacturer as required for generator controls.

B. Description: Factory assembled and tested, and complying with IEEE C37.20.1 and UL 1558.

C. Ratings: Suitable for application in three-phase, 60-Hz, solidly

grounded neutral system.

D. Nominal System Voltage: 480/277 V, four wire, 60 Hz.

E. Isolated Paralleling Bus: 6000 A. F. Phase-, Neutral-, and Ground-Bus Materials:

Phase and Neutral Bus: Copper, silver plated at connection points.

Ground Bus: Copper, silver plated; minimum size 1/4 by 2 inches (6 by

50 mm).

Bus bars connect between vertical sections and between compartments.

Cable connections are not permitted.

Uniform capacity for horizontal and vertical bus.

Neutral Bus: 100 percent of phase-bus ampacity.

G. Supports and Bracing for Buses: Adequate strength for indicated short-

circuit currents.

H. Short-Circuit Current: Match rating of highest-rated circuit breaker in

switchgear assembly.

I. Switchgear Fabrication: Bus isolation barriers shall be arranged to isolate line bus from load

bus at each main and tie circuit breaker.

Circuit-breaker compartments shall be equipped to house drawout-type

circuit breakers and shall be fitted with hinged outer doors.

J. Auxiliary Compartments: Match and align with basic switchgear assembly. Hinged front panels for access to accessory and blank compartments.

K. Bottom: Insulating, fire-resistive material with separate holes for cable drops into switchgear. Coordiante with walk-in enclosure

manufacturer.

L. Cable Supports: Arranged to ease cabling and adequate to support cables indicated, including those for future installation.

M. Neutral Disconnect Link: Bolted, uninsulated, 1/4-by-2-inch (6-by-50-mm) copper bus, arranged to connect neutral bus to ground bus.

N. Bolted Bus Joints: Insulate with secure joint covers that can easily be

removed and reinstalled.

26 23 13 - 7


VAMC Baltimore, MD

O. Circuit-Breaker Terminals for Cable Connections: Silver-plated copper

bus extensions equipped with pressure connectors for conductors.

P. Circuit Breakers: Comply with IEEE C37.13, IEEE C37.16, and IEEE

C37.17.

Q. Ratings: As indicated for continuous, interrupting, and short-time

current ratings for each circuit breaker; voltage and frequency ratings

same as switchgear.

R. Operating Mechanism: Mechanically and electrically trip-free, stored-

energy operating mechanism with the following features:

S. Normal Closing Speed: Independent of both control and operator.

T. Stored-Energy Mechanism: Electrically charged, with optional manual

charging and operation counter.

U. Trip Devices: Match the requirements indicated in Section 262300 Low

Voltage Switchgear.

V. Auxiliary Contacts: For interlocking or remote indication of circuit-

breaker position, with spare auxiliary switches and other auxiliary

switches required for normal circuit-breaker operation, quantity as

indicated. Each consists of two Type "a" and two Type "b" stages

(contacts) wired through secondary disconnect devices to a terminal

block in stationary housing.

W. Drawout Features: Circuit-breaker mounting assembly equipped with a

racking mechanism to position circuit breaker and hold it rigidly in

connected, test, and disconnected positions.

X. Interlocks: Prevent movement of circuit breaker to or from connected position when it is closed.

Y. Circuit-Breaker Positioning:

-An open circuit breaker may be racked to or from connected, test, and

disconnected positions only with the associated compartment door

closed, unless live parts are covered by a full dead-front shield.

-An open circuit breaker may be manually withdrawn to a position for

removal from the structure with the door open.

Z. Status for connection devices for different positions includes the following:

-Test Position: Primary disconnect devices disengaged, and

secondary disconnect devices and ground contact engaged.

-Disconnected Position: Primary and secondary devices and ground

contact disengaged.

26 23 13 - 8


VAMC Baltimore, MD

AA. Arc Chutes: Readily removable from associated circuit breaker

when it is in disconnected position; arranged to permit inspection of

contacts without removing circuit breaker from switchgear.

BB. Padlocking Provisions: For installing at least three padlocks on

each circuit breaker to secure its enclosure and prevent movement of

drawout mechanism.

CC. Operating Handle: One for each circuit breaker capable of manual

operation.

DD. Generator Paralleling Circuit Breakers: Interlocked with system

control so that circuit breaker does not close unless mode selector

switch is in "Auto" position and engine generator is synchronized with

the isolated paralleling bus.

EE. Electric Close Button: One for each electrically operated circuit

breaker.

FF. Generator Paralleling Circuit Breakers: Interlocked with system

control so that circuit breaker does not close unless mode selector

switch is in "Auto" position and engine generator is synchronized with

the isolated paralleling bus.

GG. Undervoltage Trip Devices: Adjustable time-delay and pickup

voltage.

HH. Shunt-Trip Devices:

24-V dc for generator paralleling circuit breakers and for distribution

paralleling switchgear circuit breakers.

II. Indicating Lights: To indicate circuit breaker is open or closed,

for main and bus tie circuit breakers interlocked either with each

other or with external devices.

JJ. Metering:

Type and Locations:

-Isolated Paralleling Bus: Multifunction digital-metering monitor

on door of separate metering compartment.

-Generator Circuit Breakers: Multifunction digital-metering

monitor on circuit-breaker door.

-Distribution Circuit Breakers: Multifunction digital-metering

monitor on circuit-breaker door.

KK. Instrument Transformers:

Comply with IEEE C57.13.

LL. Potential Transformers: Secondary-voltage rating of 120 V and

NEMA accuracy class of 0.3 with burdens of W, X, and Y.

26 23 13 - 9


VAMC Baltimore, MD

MM. Current Transformers:

-Burden and accuracy class suitable for connected relays, meters, and

instruments.

-Size for the maximum momentary current amperage based on calculation

or the momentary rating of the circuit breaker protecting the

conductor.

-Include shorting-type terminal blocks.

NN. Multifunction Digital-Metering Monitor:

-Microprocessor-based unit suitable for three- or four-wire systems.

-Inputs from sensors or 5-A current-transformer secondaries, and

potential terminals rated to 600 V.

OO. Switch-selectable digital display with the following features:

-Phase Currents, Each Phase: Plus or minus 1 percent.

-Phase-to-Phase Voltages, Three Phase: Plus or minus 1 percent.

-Phase-to-Neutral Voltages, Three Phase: Plus or minus 1 percent.

-Three-Phase Real Power: Plus or minus 2 percent.

-Three-Phase Reactive Power: Plus or minus 2 percent.

-Power Factor: Plus or minus 2 percent.

-Frequency: Plus or minus 0.5 percent.

Integrated Demand, with Demand Interval Selectable from 5 to 60

Minutes: Plus or minus 2 percent.

-Accumulated energy, in megawatt hours (joules), plus or minus 2

percent; stored values unaffected by power outages for up to 72 hours.

-Communications module suitable for remote monitoring of meter

quantities and functions.

-Mounting: Display and control unit that is flush or semirecessed

mounted in instrument compartment door.

-Door-Mounted Control Components: Industrial-type oiltight devices and

digital-display indicator lamps.

PP. Control Power Supply:

-Control power transformer shall supply 24-V dc control circuits from

the generator source through secondary disconnect devices.

-Dry-type transformers shall be in separate compartments for units

larger than 3 kVA, including primary and secondary fuses.

Control power shall be derived from a best battery system, between all

generator 24V-dc batteries and the paralleling gear station battery,

located in the existing 8th floor switchgear room. Size station battery

and charger for required load to operate paralleling switchgear

26 23 13 - 10


VAMC Baltimore, MD

controls and close all circuit breakers in switchgear once, plus 25%

spare capacity.

QQ. Control Power Fuses: Primary and secondary fuses shall provide

current-limiting and overload protection.

RR. Control Wiring:

-Factory installed, complete with bundling, lacing, and protection.

-Provide flexible conductors for No. 8 AWG and smaller, for conductors

across hinges and for conductors for interconnections between shipping

units.

-Conductors shall be sized according to NFPA 70 for duty required.

SS. Provision for Future Devices: Equip compartments with rails,

mounting brackets, supports, necessary appurtenances, and bus

connections.

TT. Identify units, devices, controls, and wiring.

UU. Mimic Bus: Continuous mimic bus, applied to front of paralleling

low-voltage switchgear, arranged in one-line diagram format, using

symbols and lettered designations consistent with approved mimic-bus

diagram.

VV. Mimic-bus segments coordinated with devices in paralleling low-

voltage switchgear sections to which applied, to produce a concise

visual presentation of principal paralleling switchgear components and

connections.

WW. Color: Contrasting with factory-finish background; as selected by

Architect from manufacturer's full range.

XX. Accessories:

-Tools for circuit-breaker and switchgear tests, inspections,

maintenance, and operation.

-Racking handle to manually move circuit breaker between connected and

disconnected positions.

-Portable test set for testing all functions of circuit-breaker, solid-

state trip devices without removal from switchgear.

-Relay and meter test plugs suitable for testing switchgear meters and

switchgear class relays.

YY. Circuit-Breaker Removal Apparatus: Portable, floor-supported,

roller-base, elevating carriage arranged for moving circuit breakers in

and out of compartments.

ZZ. Circuit-Breaker Removal Apparatus: Overhead-circuit-breaker

lifting device, track mounted at top front of switchgear and complete

26 23 13 - 11


VAMC Baltimore, MD

with hoist and lifting yokes matching each size of draw-out circuit

breaker installed.

AAA. Storage for Manual: Rack or holder, near the operating

instructions, for a copy of maintenance manual.

BBB. SOURCE QUALITY CONTROL

-Testing: Test and inspect paralleling low-voltage switchgear, at

paralleling low-voltage switchgear manufacturer's factory.

CCC. Paralleling Low-Voltage Switchgear:

-NETA ATS, 7.6.1.2, "Circuit Breaker, Air, Low-Voltage Power

Switchgear."

-Factory test with simulated inputs. Test control and relay functions

for proper operation.

DDD. Engine Generator:

-NETA ATS, 7.22.1, "Emergency Systems, Engine Generator."

-NETA ATS, 7.15.1, "Rotating Machinery, AC Motors & Generator."

EEE. Automatic Transfer Switches:

-NETA ATS, 7.22.3, "Emergency System, Automatic Transfer Switches."

FFF. Verification of Performance:

-Rate paralleling low-voltage switchgear, with generators and transfer

switches, according to operation of functions and features specified.

-Paralleling low-voltage switchgear, with generators and transfer

switches, will be considered defective if it does not pass tests and

inspections.

GGG. Coordinate scheduling of the factory witness test with COR.

Perform successfully tests prior to witness test.

HHH. Prepare test and inspection reports.

2.3 GENERATOR PARALLELING CONTROLS

A. Generator paralleling controls shall be integral to the switchgear,and

be integrated into the controls on each paralleled engine generator.

The functional requirements are identical for all system topologies.

B. The generator paralleling controls shall perform automatic and manual

operation, synchronization, load management, monitoring, and alarm

annunciation functions of the paralleled engine generator system.

C. The control logic shall be distributed between the generator

paralleling controls and each engine generator such that each engine

generator is capable of starting and paralleling to the bus, in the

26 23 13 - 12


VAMC Baltimore, MD

event of failure of the generator paralleling controls and receipt of a

start signal from any automatic transfer switch.

D. The master control and display panel shall be a touchscreen panel, or a

combination of digital and analog control, monitoring, and alarm

devices. The generator paralleling control logic and master control

and display panel shall be such that the master controls will continue

to function in the event of a master control and display panel failure.

1. The master control and display panel shall indicate the following

status information:

a. Status of utility-source at transfer switches and generator-

source buses.

b. Status of each utility to transfer switches and generator-source

circuit breaker, including protective relays if applicable.

c. Status of each engine generator, including start, run, stop, off,

automatic operation, manual operation, speed in rotations per

minute (RPM), oil pressure, coolant temperature, hours of

operation.

d. Status of each automatic transfer switch.

2. The master control and display panel shall indicate and trend the

following metering information on a per-phase, line-to-line, line-

to-neutral, and summary basis as applicable.

a. Instantaneous and average volts, amperes, kilowatts, kilovars,

kilovolt-amperes, frequency, and power factor for each generator

bus, and for each generator source. Provide similar info if

available from existing or new transfer switches. At a minimum,

utility source available must be indicated.

b. Demand amperes, kilowatts, and kilovolt-amperes for each

generator bus, and for each generator source.

3. The master control and display panel shall provide the following

control functions for each generator.

a. Automatic, manual, start, stop.


system control functions.

a. Automatic, manual, exercise, test with load, and test without

load operation.

b. Load management functions that monitor bus loads and

automatically or manually control generators to meet system

requirements, including prioritization of Essential and Normal

26 23 13 - 13


VAMC Baltimore, MD

Electrical System loads and groups of loads as shown on the

drawings, and operation under failure conditions of one or more

engine generators.

c. Password-protected means to alter the system programming.


alarm functions.

a. All alarms annunciated by each engine generator.

b. All system alarms.

E. The master control and display panel shall be powered by at least two

sources, which will be from a best battery system with existing engine

generator start batteries and/or switchgear station batteries.

F. Interconnecting Communications Protocol and Media: The generator

paralleling controls shall be interconnected to the switchgear, engine

generators, automatic transfer switches and the remote

annunciator(s)dedicated CAT5E network or as required per manufacturers

controls and the existing transfer switches. Provide all necessary

copper media, raceways, hardware, software, and programming necessary

to establish interconnection between all components. All equipment

shall share a non-proprietary and open topology and communications

protocol.

G. Existing transfer switches to be integrated shall reused existing hard

wire connections and extend to new paralleling switchgear.

2.4 REMOTE ANNUNCIATOR PANEL

A. A remote annunciator panel shall be installed at the 7th floor

Engineering Control Center and the first floor Fire Command Center.

B. The annunciator shall indicate alarm conditions as required by NFPA 99

and 110.

C. Include control wiring between the remote annunciator panel and the

engine generator. 120VAC circuit shall be provided to the panel. Wiring

shall be as required by the manufacturer.

D. The display shall be a touch screen panel to mimic the generator

switchgear HMI. Control or programming of the generator plant shall not

be provided from the annunciator.

2.5 PARALLELING OPERATION

A. Refer to Sequence of Operations on Drawings

26 23 13 - 14


VAMC Baltimore, MD

PART 3 - EXECUTION

3.1 INSTALLATION

A. Installation shall be as shown on the drawings, manufacturer’s

instructions, and per Section 26 23 00, LOW-VOLTAGE SWITCHGEAR for

front and rear access switchgear.

B. Mount generator paralleling controls on concrete slab at roof.

Coordinate with architectural and structural details. Provide conduit

turnups and cable entrance space required by the equipment to be

mounted. Seal voids around conduit openings in slab with water- and

oil-resistant caulking or sealant. Cut off and bush conduits 75 mm (3

inches) above slab surface. Concrete work shall be as specified in



A. An authorized representative of the generator paralleling controls

manufacturer shall technically supervise and participate during all of

the field adjustments and tests. Major adjustments and field tests

shall be witnessed by the COR. The manufacturer’s representative shall

certify in writing that the equipment has been installed, adjusted, and

tested in accordance with the manufacturer’s recommendations.

B. Perform in accordance with the manufacturer's recommendations. In




shop drawings.


c. Vacuum-clean enclosure interior. Clean enclosure exterior.

d. Verify appropriate equipment grounding.

e. Verify appropriate anchorage and required area clearances.

2. Systems Tests:

a. Verify proper operation of all control, monitoring, trending, and

alarm functions.

b. Verify undisrupted operation of the system under conditions of

loss of the generator paralleling controls.

c. Test and verify continuity of all interconnecting copper and

fiber optic control media.

C. Perform all acceptance checks and tests specified in Section 26 23 00,

LOW-VOLTAGE SWITCHGEAR, Section 26 32 13, ENGINE GENERATORS, and

Section 26 36 23, AUTOMATIC TRANSFER SWITCHES.

26 23 13 - 15


VAMC Baltimore, MD



Contractor shall demonstrate that the generator paralleling controls

are in good operating condition and properly performing the intended

function.

3.4 INSTRUCTION

A. Furnish the services of a factory-trained technician for two 4-hour

periods to instruct personnel in the operation and maintenance of the

generator paralleling controls and related equipment on the date

requested by the COR.

---END---

26 23 13 - 16


VAMC Baltimore, MD

26 24 16 - 1

SECTION 26 24 16

PANELBOARDS

PART 1 - GENERAL

1.1 DESCRIPTION


panelboards.

1.2 RELATED WORK

A. Section 09 91 00, PAINTING: Painting of panelboards.












G. Section 26 43 13, SURGE PROTECTIVE DEVICES: Surge protective devices

integral to panelboards.





1.4 SUBMITTALS



requirements:

1. Shop Drawings:



b. Include electrical ratings, dimensions, mounting details,

materials, required clearances, terminations, weight, circuit

breakers, wiring and connection diagrams, accessories, and

nameplate data.


VAMC Baltimore, MD

26 24 16 - 2

2. Manuals:

a. Submit, simultaneously with the shop drawings, complete

maintenance and operating manuals including technical data

sheets, wiring diagrams, and information for ordering circuit

breakers and replacement parts.

1) Include schematic diagrams, with all terminals identified,

matching terminal identification in the panelboards.

2) Include information for testing, repair, troubleshooting,

assembly, and disassembly.





following.

a. Certification by the manufacturer that the panelboards conform to

the requirements of the drawings and specifications.

b. Certification by the Contractor that the panelboards have been

properly installed, adjusted, and tested.





designation only.




PB 1-11.................Panelboards

250-14..................Enclosures for Electrical Equipment (1,000V

Maximum)



70E-18..................Standard for Electrical Safety in the Workplace



67-09...................Panelboards

489-16..................Molded Case Circuit Breakers and Circuit

Breaker Enclosures


VAMC Baltimore, MD

26 24 16 - 3

PART 2 - PRODUCTS


A. Panelboards shall be in accordance with NEC, NEMA, UL, as specified,


B. Panelboards shall have main breaker or main lugs, bus size, voltage,

phases, number of circuit breaker mounting spaces, top or bottom feed,

flush or surface mounting, branch circuit breakers, and accessories as


C. Panelboards shall be completely factory-assembled with molded case

circuit breakers and integral accessories as shown on the drawings or

specified herein.

D. Non-reduced size copper bus bars, rigidly supported on molded

insulators, and fabricated for bolt-on type circuit breakers.

E. Bus bar connections to the branch circuit breakers shall be the

“distributed phase” or “phase sequence” type.

F. Mechanical lugs furnished with panelboards shall be cast, stamped, or

machined metal alloys listed for use with the conductors to which they

will be connected.

G. Neutral bus shall be 100rated, mounted on insulated supports.

H. Grounding bus bar shall be equipped with screws or lugs for the

connection of equipment grounding conductors.

I. Bus bars shall be braced for the available short-circuit current as

shown on the drawings, but not be less than 10,000 A symmetrical for

120/208 V and 120/240 V panelboards, and 14,000 A symmetrical for

277/480 V panelboards.

2.2 ENCLOSURES AND TRIMS

A. Enclosures:

1. Provide galvanized steel enclosures, with NEMA rating as shown on

the drawings or as required for the environmental conditions in

which installed.

2. Enclosures shall not have ventilating openings.

3. Enclosures may be of one-piece formed steel or of formed sheet steel

with end and side panels welded, riveted, or bolted as required.

4. Provide manufacturer’s standard option for prepunched knockouts on

top and bottom endwalls.

5. Include removable inner dead front cover, independent of the

panelboard cover.


VAMC Baltimore, MD

26 24 16 - 4

B. Trims:

1. Hinged “door-in-door” type.

2. Interior hinged door with hand-operated latch or latches, as

required to provide access only to circuit breaker operating

handles, not to energized parts.

3. Outer hinged door shall be securely mounted to the panelboard

enclosure with factory bolts, screws, clips, or other fasteners,

requiring a key or tool for entry. Hand-operated latches are not

acceptable.

4. Inner and outer doors shall open left to right.

5. Trims shall be flush or surface type as shown on the drawings.

2.3 MOLDED CASE CIRCUIT BREAKERS

A. Circuit breakers shall be per UL, NEC, as shown on the drawings, and as

specified.

B. Circuit breakers shall be bolt-on type.

C. Circuit breakers shall have minimum interrupting rating as required to

withstand the available fault current, but not less than:

1. 120/208 V Panelboard: 10,000 A symmetrical.



D. Circuit breakers shall have automatic, trip free, non-adjustable,

inverse time, and instantaneous magnetic trips for less than 400 A

frame. Circuit breakers with 400 A frames and above shall have magnetic

trip, adjustable from 5x to 10x. Breaker trip setting shall be set in

the field, based on the approved protective device study as specified

in Section 26 05 71, ELECTRICAL SYSTEM PROTECTIVE DEVICE STUDY.

E. Circuit breaker features shall be as follows:

1. A rugged, integral housing of molded insulating material.

2. Silver alloy contacts.

3. Arc quenchers and phase barriers for each pole.

4. Quick-make, quick-break, operating mechanisms.

5. A trip element for each pole, thermal magnetic type with long time

delay and instantaneous characteristics, a common trip bar for all

poles and a single operator.

6. Electrically and mechanically trip free.

7. An operating handle which indicates closed, tripped, and open

positions.


VAMC Baltimore, MD

26 24 16 - 5

8. An overload on one pole of a multi-pole breaker shall automatically

cause all the poles of the breaker to open.

9. Ground fault current interrupting breakers, shunt trip breakers, ,

or other accessory devices or functions shall be provided where


10. For circuit breakers being added to existing panelboards, coordinate

the breaker type with existing panelboards. Modify the panel

directory accordingly.

2.4 SURGE PROTECTIVE DEVICES

A. Where shown on the drawings, furnish panelboards with surge protective

devices. Refer to Section 26 43 13, SURGE PROTECTIVE DEVICES.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Installation shall be in accordance with the manufacturer’s

instructions, the NEC, as shown on the drawings, and as specified.

B. Locate panelboards so that the present and future conduits can be

conveniently connected.

C. Install a printed schedule of circuits in each panelboard after

approval by the COR. Schedules shall reflect final load descriptions,

room numbers, and room names connected to each circuit breaker.

Schedules shall be printed on the panelboard directory cards and be

installed in the appropriate panelboards

D. Mount panelboards such that the maximum height of the top circuit

breaker above the finished floor shall not exceed 1980 mm (78 inches).

E. Provide blank cover for each unused circuit breaker mounting space.

F. Panelboard enclosures shall not be used for conductors feeding through,

spliced, or tapping off to other enclosures or devices.






shop drawings.


c. Verify appropriate anchorage and required area clearances.


VAMC Baltimore, MD

26 24 16 - 6

d. Verify that circuit breaker sizes and types correspond to

approved shop drawings.

e. To verify tightness of accessible bolted electrical connections,

use the calibrated torque-wrench method or perform thermographic


f. Vacuum-clean enclosure interior. Clean enclosure exterior.



Contractor shall demonstrate that the panelboards are in good operating

condition and properly performing the intended function.

---END---


VAMC Baltimore, MD

26 25 11 - 1

SECTION 26 25 11

BUSWAYS

PART 1 - GENERAL

1.1 DESCRIPTION


testing of busways for use in electrical systems rated 600 V and below.

1.2 RELATED WORK

A. Section 07 84 00, FIRESTOPPING: Sealing around busway penetrations to

maintain the integrity of fire-resistant rated construction.

B. Section 07 92 00, JOINT SEALANTS: Sealing around busway penetrations

through the building envelope to prevent moisture migration into the

building.

C. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS:




to ground for possible ground fault currents.

E. Section 26 24 16, PANELBOARDS: Circuit breakers for use in plug-in

busway.

F. Section 26 29 21, ENCLOSED SWITCHES AND CIRCUIT BREAKERS: Switches and

fuses for use in plug-in busway.





1.4 SUBMITTALS



requirements:

1. Shop Drawings:




1) Electrical ratings, dimensions, mounting details and position,

mounting method, vertical supports, materials, fire stops, and

weatherproofing.


VAMC Baltimore, MD

26 25 11 - 2

2) Detailed coordinated connections to equipment terminations

such as switchgear, switchboards, and transformers.

3) Coordination Drawings: Submit floor plans and sections, drawn

to scale. Include bus assembly layouts and relationships

between components and adjacent structural, mechanical, and

electrical elements. Indicate vertical and horizontal

enclosed busway runs, offsets, transitions, and clearances for

access above and to the side of enclosed busways. Indicate

vertical elevation of busway above the floor or bottom of

structure. Indicate support locations, type of support, and

weight on each support. Coordinate layouts with existing

conditions and opening locations through floors.

2. Manuals:

a. Submit complete maintenance and operating manuals including

technical data sheets, and information for ordering replacement

parts.







following.

a. Certification by the manufacturer that the busway conforms to the


b. Certification by the Contractor that the busway has been properly

installed, adjusted, and tested.



supplement and errata) form a part of this specification to the extent

referenced. Publications are referenced in the text by the basic

designation only.




BU 1.1-10...............General Instructions for Handling,

Installation, Operation and Maintenance of

Busway Rated 600 Volts or Less


VAMC Baltimore, MD

26 25 11 - 3

BU 1.2-13...............Application Information for Busway Rated 600

Volts or Less



E. Underwriters Laboratories Inc. (UL):

857-09..................Busways

PART 2 - PRODUCTS

2.1 MATERIAL

A. Busway shall be in accordance with NEMA and UL.

B. Busway shall be rated as shown on the drawings.

C. Busway shall have the following features:

1. For indoor locations; plug-in type, totally enclosed and moisture

resistant.

2. Short circuit current rating shall not be less than 65,000 A, or as

required to withstand the available fault current shown on the

drawings, whichever is higher.

3. 3-phase, 4-wire, with fullneutral, except where 3-phase, 3-wire is


4. Internal 50%-rated ground bus bar. Busway housing is not allowed to

serve as the equipment grounding conductor.

5. All bus bars, phase, neutral, and ground, for each busway shall be

within a single housing.

6. Bus Bars:

a. Shall be full round edge rectangular copper of sufficient cross-

section to provide full current rating without exceeding a

temperature rise of 55° C above a 40° C ambient.

b. Interconnection joints shall be tin or silver plated, with steel

bolts, nuts, and Belleville washers.

c. Shall be completely insulated with flame-retardant, track-

resistant, self-extinguishing insulation.

7. Housings:

a. Shall be steel or aluminum, with continuous mounting rails.

b. Shall be thoroughly cleaned and painted at the factory with

primer and the manufacturer's standard finish.

c. Shall have rustproof metal hardware.

d. Provide external flanges and weatherproofing at busway entrances

to buildings.


VAMC Baltimore, MD

26 25 11 - 4

e. For busways that pass through fire-resistant rated construction,

incorporate listed fire stops within the busway housings and

external flanges.

f. Install expansion fittings in the busway runs in compliance with

the manufacturer's standard recommendations.

g. The temperature rise at any point on the housing shall not exceed

30° C above an ambient temperature of 40° C.

8. Busway shall not be reduced in size at any point.

9. Provide manufacturer’s fittings and accessories, including but not

limited to elbows, tees, tap boxes, transformer taps, end boxes,

expansion fittings, offsets, adapters, hangers, and mounting

hardware.

10. Transition cable tap boxes will be required on existing GE Armor-

Clad busway as detailed on the drawings. These items must be

manufactured by ABB/GE for use with the legacy Armor-Clad type

busway installed in the field to match the busway being connected.

Nameplate info must be sent to ABB/GE to custom manufacture the

required tap boxes and transitions.

D. Dimensions and Configuration:

1. Configure within the space designated for busway installation.

2. Coordinate busway routing with equipment installation by other

trades to avoid conflicts.

3. Make final field measurements and check them with the busway

coordination drawings prior to authorization of fabrication of the

busways.

2.2 PLUG-IN TYPE BUSWAY

A. Plug-in busway shall be available in standard trade lengths, with plug-

in openings provided on both sides of the busway sections. Plug-in

covers shall prohibit dirt and debris from entering contact plug-in

openings in the busway. The contact surfaces for bus plug stabs shall

be tin- or silver-plated and of the same material, thickness, and

rating as the phase bars. A standard housing ground connection shall be

supplied in each plug-in opening.

B. Plug-in units of the types and ratings indicated on the drawings and

specifications shall be supplied. Plug-in units shall be mechanically

interlocked with the busway housing to prevent their installation or

removal while the switch is in the “ON” position. The enclosure of any

plug-in unit shall make positive ground connection to the duct housing


VAMC Baltimore, MD

26 25 11 - 5

before the stabs make contact with the bus bars. All plug-in units

shall be equipped with an interlock that can be defeated to prevent the

cover from being opened while the plug-in unit is in the “ON” position,

and to prevent accidental closing while the cover is open. The plug-in

units shall be provided with a means for padlocking. The operating

handle and mechanism shall remain in control of the plug-in unit at all

times, permitting easy operation by means of a hook stick or chain. All

plug-in units shall be interchangeable without alteration or

modification of plug-in busway.

C. Fusible-type plug-in units shall have a quick-make/quick-break

disconnect switch and positive pressure fuse clips. Provide fuses as

specified in Section 26 29 21, ENCLOSED SWITCHES AND CIRCUIT BREAKERS,


D. Circuit breaker-type plug-in units shall have an interrupting rating of

not less than 65kA symmetrical RMS amperes, as shown on the drawings.

All circuit breaker plug-in devices shall be of the same manufacturer

as the busway. Circuit breakers shall be as specified in Section 26 24

16, PANELBOARDS.

PART 3 - EXECUTION

3.1 INSTALLATION



B. Support busways as required by the NEC and as required by

manufacturer’s shop drawings.

C. In seismic areas, busway shall be adequately anchored and braced per

details on structural contract drawings to withstand the seismic forces

at the location where installed.

D. Coordinate all of the busway terminations to equipment to ensure proper

phasing.

E. Tighten bolted connections with a torque wrench to values as required

by the manufacturer.

F. Install expansion fittings at locations where busways cross building

expansion joints. Install at other locations so distance between

expansion fittings does not exceed manufacturer's recommended distance

between fittings.

G. Install fire-stop assemblies per Section 07 84 00, FIRESTOPPING where

busways penetrate fire-resistant construction.


VAMC Baltimore, MD

26 25 11 - 6

H. Install weatherproofing fittings and flanges where busways penetrate

exterior elements such as walls or roofs. Seal around openings to make

weathertight according to Section 07 92 00, JOINT SEALANTS.


A. Perform manufacturer’s required field tests in accordance with the

manufacturer's recommendations. In addition, include the following:



shop drawings.


c. Verify appropriate anchorage, required area clearances, and

correct alignment.

d. Verify tightness of accessible bolted electrical connections by

calibrated torque-wrench method, or performing thermographic


e. Verify appropriate equipment grounding.

f. Examine outdoor busways for removal of weep-hole plugs, if

applicable, and the correct installation of joint shield.

2. Electrical Tests:

a. After installation, test busway phase-to-phase and phase-to-

ground resistance with an insulation resistance tester.

Resulting values shall not be less than one megohm.


A. Upon completion of acceptance checks and tests, the Contractor shall

show by demonstration in service that the busway is in good operating


B. After the busways have been energized for a minimum of 30 days, repeat

the torque wrench tightening of all bolt connections.

---END---


VAMC Baltimore, MD

26 27 26 - 1

SECTION 26 27 26

WIRING DEVICES

PART 1 - GENERAL

1.1 DESCRIPTION


testing of wiring devices.

1.2 RELATED WORK

A. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS: General

electrical requirements that are common to more than one section of

Division 26.


Cables and wiring.




D. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Conduit and

boxes.

E. Section 26 51 00, INTERIOR LIGHTING: Fluorescent ballasts and LED

drivers.





1.4 SUBMITTALS



requirements:

1. Shop Drawings:



b. Include electrical ratings, dimensions, mounting details,

construction materials, grade, and termination information.

2. Manuals:



technical data sheets and information for ordering replacement

parts.


VAMC Baltimore, MD

26 27 26 - 2





following.

a. Certification by the manufacturer that the wiring devices conform

to the requirements of the drawings and specifications.

b. Certification by the Contractor that the wiring devices have been

properly installed and adjusted.



supplements and errata) form a part of this specification to the extent

referenced. Publications are referenced in the text by basic

designation only.

B. National Electrical Manufacturers Association (NEMA):

WD 1-99(R2015)..........General Color Requirements for Wiring Devices

WD 6-16 ................Wiring Devices – Dimensional Specifications




D. Underwriter’s Laboratories, Inc. (UL):

5-16....................Surface Metal Raceways and Fittings

20-10...................General-Use Snap Switches

231-16..................Power Outlets


498-17..................Attachment Plugs and Receptacles

943-16..................Ground-Fault Circuit-Interrupters

1449-14.................Surge Protective Devices

1472-15.................Solid State Dimming Controls

PART 2 - PRODUCTS

2.1 RECEPTACLES

A. General: All receptacles shall comply with NEMA, NFPA, UL, and as shown

on the drawings.

1. Mounting straps shall be nickel plated brass, brass, nickel plated

steel or galvanize steel with break-off plaster ears, and shall

include a self-grounding feature. Terminal screws shall be brass,

brass plated or a copper alloy metal.


VAMC Baltimore, MD

26 27 26 - 3

2. Receptacles shall have provisions for back wiring with separate

metal clamp type terminals (four minimum) and side wiring from four

captively held binding screws.

B. Duplex Receptacles - Hospital-grade: shall be listed for hospital

grade, single phase, 20 ampere, 120 volts, 2-pole, 3-wire, NEMA 5-20R,

with break-off feature for two-circuit operation.

1. Bodies shall be white in color.

2.

3.

4. Ground Fault Current Interrupter (GFCI) Duplex Receptacles: Shall be

an integral unit, hospital-grade, suitable for mounting in a

standard outlet box, with end-of-life indication and provisions to

isolate the face due to improper wiring. GFCI receptacles shall be

self-test receptacles in accordance with UL 943.

a. Ground fault interrupter shall consist of a differential current

transformer, self-test, solid state sensing circuitry and a

circuit interrupter switch. Device shall have nominal sensitivity

to ground leakage current of 4-6 milliamperes and shall function

to interrupt the current supply for any value of ground leakage

current above five milliamperes (+ or – 1 milliampere) on the

load side of the device. Device shall have a minimum nominal

tripping time of 0.025 second.

b. Self-test function shall be automatically initiated within 5

seconds after power is activated to the receptacles. Self-test

function shall be periodically and automatically performed every

3 hours or less.

c. End-of-life indicator light shall be a persistent flashing or

blinking light to indicate that the GFCI receptacle is no longer

in service.

C. Weatherproof Receptacles: Shall consist of a duplex receptacle, mounted

in box with a gasketed, weatherproof, cast metal cover plate and cap

over each receptacle opening. The cap shall be permanently attached to

the cover plate by a spring-hinged flap. The weatherproof integrity

shall not be affected when heavy duty specification or hospital grade

attachment plug caps are inserted. Cover plates on outlet boxes mounted

flush in the wall shall be gasketed to the wall in a watertight manner.


VAMC Baltimore, MD

26 27 26 - 4

Provide “while in use” cover, which protects outlet while cord is

connected to receptacle

D.

2.2 TOGGLE SWITCHES

A. Toggle switches shall be totally enclosed tumbler type with nylon

bodies. Handles shall be white in color unless otherwise specified or


1. Shall be single unit toggle, butt contact, quiet AC type, heavy-duty

general-purpose use with an integral self grounding mounting strap

with break-off plasters ears and provisions for back wiring with

separate metal wiring clamps and side wiring with captively held

binding screws.

2. Switches shall be rated 20 amperes at 120-277 Volts AC.

3. Timer switches shall have an integral programmable timer and LCD

display with push button. Include flash function to warn occupants

prior to switching lighting off. 20A, 120/277V, backlit for

visibility when off.

2.3 WALL PLATES

A. Wall plates for switches and receptacles shall be type 302 stainless

steel. Oversize plates are not acceptable.

B. Color shall be stainless steel unless otherwise specified.

C. For receptacles or switches mounted adjacent to each other, wall plates

shall be common for each group of receptacles or switches.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Installation shall be in accordance with the NEC and as shown as on the

drawings.

B. Install wiring devices after wall construction and painting is

complete.

C. The ground terminal of each wiring device shall be bonded to the outlet

box with an approved green bonding jumper, and also connected to the

branch circuit equipment grounding conductor.

D. Outlet boxes for toggle switches shall be mounted on the strike side of

doors.

E. Provide barriers in multi-gang outlet boxes to comply with the NEC.


VAMC Baltimore, MD

26 27 26 - 5

F. Coordinate the electrical work with the work of other trades to ensure

that wiring device flush outlets are positioned with box openings

aligned with the face of the surrounding finish material.

G. Exact field locations of floors, walls, partitions, doors, windows, and

equipment may vary from locations shown on the drawings. Prior to

locating sleeves, boxes and chases for roughing-in of conduit and

equipment, the Contractor shall coordinate exact field location of the

above items with other trades.

H. Install wall switches 1.2 M (48 inches) above floor, with the toggle

OFF position down.

I. Install receptacles 450 mm (18 inches) above floor. Install specific-

use receptacles at heights shown on the drawings.

J. Install horizontally mounted receptacles with the ground pin to the

right.

K. When required or recommended by the manufacturer, use a torque

screwdriver. Tighten unused terminal screws.

L. Label device plates with a permanent adhesive label listing panel and

circuit feeding the wiring device.


A. Perform manufacturer’s required field checks in accordance with the

manufacturer's recommendations, and the latest NFPA 99. In addition,

include the following:


a. Inspect physical and electrical conditions.

b. Vacuum-clean surface metal raceway interior. Clean metal raceway

exterior.

c. Test wiring devices for damaged conductors, high circuit

resistance, poor connections, inadequate fault current path,

defective devices, or similar problems using a portable

receptacle tester. Correct circuit conditions, remove

malfunctioning units and replace with new, and retest as

specified above.

d. Test GFCI receptacles.

---END---


VAMC Baltimore, MD

26 29 11 - 1

SECTION 26 29 11

MOTOR CONTROLLERS

PART 1 - GENERAL

1.1 DESCRIPTION


testing of motor controllers, including all low- -voltage motor

controllers and manual motor controllers, indicated as motor

controllers in this section.

B. Motor controllers, whether furnished with the equipment specified in

other sections or otherwise shall meet this specification and all

related specifications.

1.2 RELATED WORK

A. Section 25 10 10, ADVANCED UTILITY METERING: For electricity metering

installed in motor controllers.













1.4 SUBMITTALS



requirements:

1. Shop Drawings:



b. Include electrical ratings, dimensions, weights, mounting

details, materials, overcurrent protection devices, overload

relays, sizes of enclosures, wiring diagrams, starting

characteristics, interlocking, and accessories.


VAMC Baltimore, MD

26 29 11 - 2

2. Manuals:





1) Wiring diagrams shall have their terminals identified to

facilitate installation, maintenance, and operation.

2) Wiring diagrams shall indicate internal wiring for each item

of equipment and interconnections between the items of

equipment.

3) Elementary schematic diagrams shall be provided for clarity of

operation.

4) Include the catalog numbers for the correct sizes of overload

relays for the motor controllers.





following.

a. Certification by the manufacturer that the motor controllers

conform to the requirements of the drawings and specifications.

b. Certification by the Contractor that the motor controllers have

been properly installed, adjusted, and tested.




extent referenced. Publications are referenced in the text by basic

designation only.

B. Institute of Electrical and Electronic Engineers (IEEE):

519-14..................Recommended Practices and Requirements for

Harmonic Control in Electrical Power Systems

C37.90.1-12.............Standard Surge Withstand Capability (SWC) Tests

for Relays and Relay Systems Associated with

Electric Power Apparatus





VAMC Baltimore, MD

26 29 11 - 3

ICS 1-00(R2015).........Industrial Control and Systems: General

Requirements

ICS 1.1-84(R2015).......Safety Guidelines for the Application,

Installation and Maintenance of Solid State

Control

ICS 2-00(R2005).........Industrial Control and Systems Controllers,

Contactors, and Overload Relays Rated 600 Volts

ICS 4-15................Industrial Control and Systems: Terminal Blocks

ICS 6-93(R2016).........Industrial Control and Systems: Enclosures

ICS 7-14................Industrial Control and Systems: Adjustable-

Speed Drives

ICS 7.1-14..............Safety Standards for Construction and Guide for

Selection, Installation, and Operation of

Adjustable-Speed Drive Systems



F. Underwriters Laboratories Inc. (UL):

508A-13.................Industrial Control Panels

508C-16.................Power Conversion Equipment

1449-14.................Surge Protective Devices

PART 2 - PRODUCTS

2.1 MOTOR CONTROLLERS

A. Motor controllers shall comply with IEEE, NEMA, NFPA, UL, and as shown

on the drawings.

B. Motor controllers shall be separately enclosed, unless part of another

assembly.

C. Enclosures:

1. Enclosures shall be NEMA-type rated 1, 3R, or 12 as indicated on the

drawings or as required per the installed environment.

3. All metal surfaces shall be thoroughly cleaned, phosphatized, and

factory primed prior to applying light gray baked enamel finish.

D. Overload relays:

1. ThermalTemperature Probe Thermal Relay type. Devices shall be NEMA

type.

2. One for each pole.

3. Overload relays shall be matched to nameplate full-load current of

actual protected motor and with appropriate adjustment for duty

cycle.


VAMC Baltimore, MD

26 29 11 - 4

2.2 MANUAL MOTOR CONTROLLERS

A. Shall be in accordance with applicable requirements of 2.1 above.

B. Manual motor controllers shall have the following features:

1. Controllers shall be general-purpose Class A, manually operated type

with full voltage controller for induction motors, rated in

horsepower.

2. Units shall include thermal overload relays, on-off operator, red

pilot light, normally open auxiliary contacts.

C. Fractional horsepower manual motor controllers shall have the following

features:

1. Controllers shall be general-purpose Class A, manually operated type

with full voltage controller for fractional horsepower induction

motors.

2. Units shall include thermal overload relays, red pilot light, and

toggle operator.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install motor controllers in accordance with the NEC, as shown on the

drawings, and as recommended by the manufacturer.

B. Set field-adjustable switches, auxiliary relays, time-delay relays,

timers, and electronic overload relay pickup and trip ranges.


A. Perform manufacturer’s required field tests in accordance with the




shop drawings.


c. Verify appropriate anchorage, required area clearances, and

correct alignment.

d. Verify that circuit breaker, motor circuit protector, and fuse

sizes and types correspond to approved shop drawings.

e. Verify overload relay ratings are correct.

f. Vacuum-clean enclosure interior. Clean enclosure exterior.


VAMC Baltimore, MD

26 29 11 - 5

g. Verify tightness of accessible bolted electrical connections by

calibrated torque-wrench method in accordance with manufacturer’s

published data.

h. Test all control and safety features of the motor controllers.

---END---


VAMC Baltimore, MD

26 29 21 - 1

SECTION 26 29 21

ENCLOSED SWITCHES AND CIRCUIT BREAKERS

PART 1 - GENERAL

1.1 DESCRIPTION


fused and unfused disconnect switches (indicated as switches in this

section), and separately-enclosed circuit breakers for use in

electrical systems rated 600 V and below.

1.2 RELATED WORK







for possible ground faults.

D. Section 26 05 33, RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS: Conduits.

E. Section 26 24 16, PANELBOARDS: Molded-case circuit breakers.





1.4 SUBMITTALS



requirements:

1. Shop Drawings:




1) Electrical ratings, dimensions, mounting details, materials,

required clearances, terminations, weight, fuses, circuit

breakers, wiring and connection diagrams, accessories, and

device nameplate data.

2. Manuals:


VAMC Baltimore, MD

26 29 21 - 2

a. Submit complete maintenance and operating manuals including


ordering fuses, circuit breakers, and replacement parts.

1) Include schematic diagrams, with all terminals identified,

matching terminal identification in the enclosed switches and

circuit breakers.







following.

a. Certification by the manufacturer that the enclosed switches and

circuit breakers conform to the requirements of the drawings and

specifications.

b. Certification by the Contractor that the enclosed switches and

circuit breakers have been properly installed, adjusted, and

tested.





designation only.




FU l-12.................Low Voltage Cartridge Fuses

KS l-13.................Heavy Duty Enclosed and Dead-Front Switches

(600 Volts Maximum)




98-16...................Enclosed and Dead-Front Switches

248 1-11................Low Voltage Fuses

489-13..................Molded Case Circuit Breakers and Circuit

Breaker Enclosures


VAMC Baltimore, MD

26 29 21 - 3

PART 2 - PRODUCTS

2.1 SEPARATELY-ENCLOSED CIRCUIT BREAKERS

A. Provide circuit breakers in accordance with the applicable requirements

in Section 26 24 16, PANELBOARDS.

B. Enclosures shall be the NEMA types shown on the drawings. Where the

types are not shown, they shall be the NEMA type most suitable for the

ambient environmental conditions.

PART 3 - EXECUTION

3.1 INSTALLATION








shop drawings.


c. Verify tightness of accessible bolted electrical connections by

calibrated torque-wrench method.

d. Vacuum-clean enclosure interior. Clean enclosure exterior.

3.3 SPARE PARTS

A. Two weeks prior to the final inspection, furnish one complete set of

spare fuses for each fused disconnect switch installed on the project.

Deliver the spare fuses to the COR.

---END---


VAMC Baltimore, MD

26 32 13 - 1

SECTION 26 32 13

ENGINE GENERATORS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies the controls retrofit of existing 480/277V, 3

phase diesel engine generators, with associated installation,

connection, and testing.

1.2 RELATED WORK








D. Section 26 05 73, OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY:



E. Section 26 23 00, LOW-VOLTAGE SWITCHGEAR: Requirements for secondary

distribution switchgear.

F. Section 26 23 13, GENERATOR PARALLELING CONTROLS: Requirements for

generator paralleling.

G. Section 26 36 23, AUTOMATIC TRANSFER SWITCHES: Requirements for

automatic transfer switches for use with engine generators.





B. A factory-authorized representative shall be capable of providing

emergency maintenance and repairs at the project site within 4hours

maximum of notification.

1.5 SUBMITTALS



requirements:


VAMC Baltimore, MD

26 32 13 - 2

1. Shop Drawings:



b. Scaled drawings, showing plan views, side views, elevations, and

cross-sections.

2. Diagrams:

a. Control system diagrams, control sequence diagrams or tables,

wiring diagrams, interconnections diagrams (between engine

generators, automatic transfer switches, paralleling switchgear,

local control cubicles, remote annunciator panels, as

applicable), and other like items.

3. Technical Data:

a. Published ratings, catalog cuts, pictures, and manufacturer’s

specifications for governor, voltage regulator, , and control and

supervisory equipment.

b. Description of operation.

4. Manuals:

a. When submitting the shop drawings, submit complete maintenance

and operating manuals, to include the following:

1) Technical data sheets.

2) Wiring diagrams.

3) Include information for testing, repair, troubleshooting, and

factory recommended periodic maintenance procedures and

frequency.

4) Provide a replacement and spare parts list. Include a list of

tools and instruments for testing and maintenance purposes.




5. Test Reports:

a. Submit field test reports two weeks prior to the final

inspection.

6. Certifications:

a. Two weeks prior to the final inspection, submit the following.

1) Certification by the manufacturer that the engine generators

conform to the requirements of the drawings and

specifications.


VAMC Baltimore, MD

26 32 13 - 3

2) Certification by the Contractor that the engine generators

have been properly installed, adjusted, and tested.

1.6 STORAGE AND HANDLING

A. Controls shall withstand shipping and handling stresses in addition to

the electrical and mechanical stresses which occur during operation of

the system. B. Store the engine generators in a location approved by

the COR.

1.7 JOB CONDITIONS

A. Job conditions shall conform to the arrangements and details shown on

the drawings. The dimensions, enclosures, and arrangements of the

engine generator control system shall permit the operating personnel to

safely and conveniently operate and maintain the system in the space

designated for installation.





designation only.



C. International Organization for Standardization (ISO):

8528-1-05...............Reciprocating Internal Combustion Engine-Driven

Alternate Current Generating Sets – Part 1:

Application, Ratings and Performance


C38.50-12...............Low-Voltage AC Power Circuit Breakers Used In

Enclosures - Test Procedure

ICS 6-93(R2016).........Enclosures

ICS 4-15................Application Guideline for Terminal Blocks

MG 1-16.................Motor and Generators

MG 2-14.................Safety Standard and Guide for Selection,

Installation and Use of Electric Motors and

Generators

PB 2-11.................Dead-Front Distribution Switchboards


Maximum)


30-18...................Flammable and Combustible Liquids Code


VAMC Baltimore, MD

26 32 13 - 4

37-18...................Installations and Use of Stationary Combustion

Engine and Gas Turbines



110-16..................Standard for Emergency and Standby Power

Systems




508-99..................Industrial Control Equipment

891-05..................Switchboards

1236-15.................Battery Chargers for Charging Engine-Starter

Batteries

2085-97.................Insulated Aboveground Tanks for Flammable and

Combustible Liquids

2200-12.................Stationary Engine Generator Assemblies

PART 2 - PRODUCTS


A. The project includes the replacement of an existing paralleling

switchboard and associated controls to the existing engine generators.

The engine generators include six Onan KTA 38 (DFJA) Series diesel

generators, 750kW, 937.5kVA, 480/277V with remote radiators.

B. The generators include a Cummins governor, Detector engine control, and

a Torque Match-2 (VRAS-2) voltage regulator. Existing paralleling and

load sharing controls are within the existing paralleling switchboard.

C. New controls shall be provided at each generator to replace the

existing controls, sensor switches, governor, and regulator. The

controls shall be integrated with the new paralleling switchgear

controls. The existing battery systems shall be retrofit to a best

battery system between all engines and the new station battery.

D. The engine generator system shall be in accordance with ASTM, ISO,

NEMA, NFPA, UL, as shown on the drawings, and as specified herein.

E. 2.2 GOVERNOR

A. Isochronous, electronic type.

B. Steady-state speed band at 60 Hz shall not exceed plus or minus 0.33%.


VAMC Baltimore, MD

26 32 13 - 5

2.3 CONTROLS

A. Shall include Engine Generator Control Cubicle(s).

B. General:

1. Control equipment shall be in accordance with UL 508, NEMA ICS-4,

ICS-6, and ANSI C37.90.1.

2. Panels shall be in accordance with UL 50.

3. Cubicles shall be in accordance with UL 891.

4. Coordinate controls with the automatic transfer switches shown on

the drawings so that the systems will operate as specified.

5. Cubicles:

a. Code gauge steel: manufacturer's recommended heavy gauge steel

with factory primer and light gray finish.

b. Doors shall be gasketed, attached with concealed or semi-

concealed hinges, and shall have a permanent means of latching in

closed position.

c. Panels shall be wall-mounted or incorporated in other equipment

as indicated on the drawings or as specified.

d. Door locks for panels and cubicles shall be keyed identically to

operate from a single key.

6. Wiring: Insulated, rated at 600 V.

a. Install the wiring in vertical and horizontal runs, neatly

harnessed.

b. Terminate all external wiring at heavy duty, pressure-type,

terminal blocks.

7. The equipment, wiring terminals, and wires shall be clearly and

permanently labeled.

8. The appropriate wiring diagrams shall be laminated or mounted under

plexiglass within the frame on the inside of the cubicles and

panels.

9. All indicating lamps and switches shall be accessible and mounted on

the cubicle doors.

10. Meters shall be per the requirements of Section 25 10 10, ADVANCED

UTILITY METERING.

11. The manufacturer shall coordinate the interconnection and

programming of the generator controls with all related equipment,


VAMC Baltimore, MD

26 32 13 - 6

including automatic transfer switches and generator paralleling

controls as applicable, specified in other sections.

C. Engine Generator Control Cubicle:

1. Starting and Stopping Controls:

a. A three-position, maintained-contact type selector switch with

positions marked "AUTOMATIC," "OFF," and "RUN." Provide flashing

amber light for OFF and RUN positions.

b. c. Selector switch in AUTOMATIC position shall cause the

engine to start automatically when a single pole contact in a

remote device closes. When the generator's output voltage

increases to not less than 90% of its rated voltage, and its

frequency increases to not less than 58 Hz, the remote devices

shall transfer the load to the generator. An adjustable time

delay relay, in the 0 to 15 minute range, shall cause the engine

generator to continue operating without any load after completion

of the period of operation with load. Upon completion of the

additional 0 to 15 minute (adjustable) period, the engine

generator shall stop.

d. Selector switch in OFF position shall prevent the engine from

starting either automatically or manually. Selector switch in

MANUAL position shall also cause the engine to start when the

manual start push-button is depressed momentarily.

e. With selector switch is in RUN position, the engine will start

and achieve rated speed and voltage.

f. A maintained-contact, red mushroom-head push-button switch marked

"EMERGENCY STOP" will cause the engine to stop without a cool-

down period, independent of the position of the selector switch.

2. Engine Cranking Controls:

a. The cranking cycles shall be controlled by a timer that will be

independent of the battery voltage fluctuations.

b. The controls shall crank the engine through one complete cranking

cycle, consisting of four starting attempts of 10 seconds each

with 10 seconds between each attempt.

c. Total actual cranking time for the complete cranking cycle shall

be 40 seconds during a 70-second interval.

d. Cranking shall terminate when the engine starts so that the

starting system will not be damaged. Termination of the cranking

shall be controlled by self-contained, speed-sensitive switch.


VAMC Baltimore, MD

26 32 13 - 7

The switch shall prevent re-cranking of the engine until after

the engine stops.

e. After the engine has stopped, the cranking control shall reset.

3. Supervisory Controls:

a. Overcrank:

1) When the cranking control system completes one cranking cycle

(four starting attempts), without starting the engine, the

OVERCRANK signal light and the audible alarm shall be

energized.

2) The cranking control system shall lock-out, and shall require

a manual reset.

b. Coolant Temperature:

1) When the temperature rises to the predetermined first stage

level, the HIGH COOLANT TEMPERATURE - FIRST STAGE signal light

and the audible alarm shall be energized.

2) When the temperature rises to the predetermined second stage

level, which shall be low enough to prevent any damage to the

engine and high enough to avoid unnecessary engine shutdowns,

the HIGH COOLANT TEMPERATURE - SECOND STAGE signal light and

the audible alarm shall be energized and the engine shall

stop.

3) The difference between the first and second stage temperature

settings shall be approximately -12 ˚C (10 ˚F).

4) Permanently indicate the temperature settings near the

associated signal light.

5) When the coolant temperature drops to below 21 ˚C (70 ˚F), the

"LOW COOLANT TEMPERATURE" signal light and the audible alarm

shall be energized.

c. Low Coolant Level: When the coolant level falls below the minimum

level recommended by the manufacturer, the LOW COOLANT LEVEL

signal light and audible alarm shall be energized.

d. Lubricating Oil Pressure:

1) When the pressure falls to the predetermined first stage

level, the OIL PRESSURE - FIRST STAGE signal light and the

audible alarm shall be energized.

2) When the pressure falls to the predetermined second stage

level, which shall be high enough to prevent damage to the

engine and low enough to avoid unnecessary engine shutdowns,


VAMC Baltimore, MD

26 32 13 - 8

the OIL PRESSURE - SECOND STAGE signal light and the audible

alarm shall be energized and the engine shall stop.

3) The difference between the first and second stage pressure

settings shall be approximately 15% of the oil pressure.

4) The pressure settings near the associated signal light shall

be permanently displayed so that the running oil pressure can

be compared to the target (setpoint) value.

e. Overspeed:

1) When the engine RPM exceeds the maximum RPM recommended by the

manufacturer of the engine, the engine shall stop.

2) Simultaneously, the OVERSPEED signal light and the audible

alarm shall be energized.

f. Low Fuel - Day Tank:

When the fuel oil level in the day tank decreases to less than

the level at which the fuel oil transfer pump should start to

refill the tank, the LOW FUEL DAY TANK light and the audible

alarm shall be energized.

g. Low Fuel - Main Storage Tank:

When the fuel oil level in the storage tank decreases to less

than one-third of total tank capacity, the LOW FUEL-MAIN STORAGE

TANK signal light and audible alarm shall be energized.

h. Reset Alarms and Signals:

Overcrank, Coolant Temperature, Coolant Level, Oil Pressure,

Overspeed, and Low Fuel signal lights and the associated audible

alarms shall require manual reset. A momentary-contact silencing

switch and push-button shall silence the audible alarm by using

relays or solid state devices to seal in the audible alarm in the

de-energized condition. Elimination of the alarm condition shall

automatically release the sealed-in circuit for the audible alarm

so that it will be automatically energized again when the next

alarm condition occurs. The signal lights shall require manual

reset after elimination of the condition which caused them to be

energized.. The audible alarm shall be rated for 80 dB at 3 M (10

feet).

i.

4. Monitoring Devices:

a. Gauges for the cooling water temperatures and lubricating oil

pressures shall be available via display screen. .


VAMC Baltimore, MD

26 32 13 - 9

b. A running time indicator, totalizing not fewer than 9,999 hours,

and atachometer shall be available on the display screen.

c. A voltmeter, ammeter, frequency meter, kilowatt meter, voltage

adjustment for the output voltage, and the other items shown on

the drawings shall beavailable via a menu driven backlit screen

and a keypad.

d. Install potential and current transformers as required.

e. Visual Indications on Screen:

1) OVERCRANK

2) HIGH COOLANT TEMPERATURE - FIRST STAGE

3) HIGH COOLANT TEMPERATURE - SECOND STAGE

4) LOW COOLANT TEMPERATURE

5) OIL PRESSURE - FIRST STAGE

6) OIL PRESSURE - SECOND STAGE

7) LOW COOLANT LEVEL

8) GENERATOR BREAKER

9) OVERSPEED

10) LOW FUEL - DAY TANK

11) LOW FUEL – MAIN STORAGE TANK

f. Lamp Test: The LAMP TEST momentary contact switch shall

momentarily actuate the alarm buzzer and all the indicating

lamps.

5. Automatic Voltage Regulator:

a. Shall correct voltage fluctuations rapidly and restore the output

voltage to the predetermined level with a minimum amount of

hunting.

b. Shall include voltage level rheostat located inside the control

cubicle.

c. Provide a 3-phase automatic voltage regulator immune to waveform

distortion.

2.4 REMOTE MANUAL STOP STATION

A. Shall be provided per NFPA 101, and shall be a red mushroom-head push-

button switch for each generator and the paralleling gear.

B. Shall be connected to the main generator control panel to provide

emergency shutdown of the generator.

C. Shall be located outside the room housing the generator.

D. Shall have permanent label reading “EMERGENCY STOP”.


VAMC Baltimore, MD

26 32 13 - 10

2.5 REMOTE ANNUNCIATOR PANEL

A. A remote touch screen annunciator panel shall be installed at the

Engineering Control Centerlocation as shown on the drawings.

B. The annunciator shall indicate alarm conditions as required by NFPA 99

and 110.

C. Include control wiring between the remote annunciator panel and the

paralleling gear. Wiring shall be as required by the manufacturer.

2.6 SPARE PARTS

A. For each control panel:

1. Three complete sets of fuses, if applicable. 2.7 PERMANENT LOAD BANK

A. Provide optional pricing for installation of roof mounted resistive

load bank, sized as indicated on the drawings. 480V, 60Hz with 5 or

50kW load step resolution.

B. Provide remote load bank control panel for mounting inside the new

generator outdoor enclosure.

C. Weatherproof housing with vertical venting installed on roof and

secured to concrete pad.

D. All exterior fasteners shall be stainless steel. The load bank

shall include forklift channels in the base for lifting.

E. The load bank shall be constructed of heavy gauge of aluminized steel

per ASTM A463. Aluminized steel provides superior corrosion protection

and extended service life, with a better tolerance to high heat

exposure compared to the more common galvanized steel.

F. The main input load bus, load step relays, fuses and blower/control

relays shall be located within the load bank enclosure. A

thermostatically controlled heater shall be located within the control

section to provide protection to the control devices from the effects

of moisture and condensation.

G. Airflow throughout the load bank shall be vertical. Ambient intake

cooling air shall be drawn in at the base of the unit and heated air

exhausted out the top. Intake openings shall be designed to prevent

objects greater than 0.50″ diameter from entering the unit.

H. The load bank exhaust hood(s) shall be angled and include interior

baffle plates to direct falling rain from the interior of the load

bank. The exhaust hood(s) shall be constructed of non-corrosive

aluminized steel or aluminum.


VAMC Baltimore, MD

26 32 13 - 11

I. The load bank enclosure shall have a baked polyester powder coated

finish with a film thickness of 2.8 +/- 0.4 mils per coat.

J. Load elements shall be contained in an integral resistor case.

Resistors can be individually removed for inspection or service.

K. The load bank shall be of riveted construction. Riveted provides a

stronger framework.

L. Remote-controlled contactors switch groups of load elements. Contactor

coils are rated 120

M. Contactors shall be located in a separate NEMA 250, Type 3R enclosure

within load-bank enclosure, accessible from exterior through bolt on

panels with stainless steel hardware.

N. Provide internal control power transformer for blower and control

circuit voltage.

O. The load bank shall be cooled by integral TEFC or TEAO motor(s) which

is direct coupled to the cooling fan blade. The fan motor must be

electrically protected against overload using a motor overload device

and short circuit protected using three (3) current limiting fuses with

an interrupting rating of 200K A.I.C.

P. The fan blade is to be an airfoil design constructed from aluminum or

non-corroding material.

G PROTECTIVE DEVICES

1. A differential pressure switch shall be provided to detect air loss.

The switch shall be electrically interlocked with the load

application controls to prevent load from being applied if cooling

air is not present.

2. An over-temperature switch shall be provided to sense the load bank

exhaust in the resistor case assembly. The switch shall be

electrically interlocked with the load application controls to

remove load from being applied in the event of an over temperature

condition.

3. To provide for major fault protection, branch fuses shall be

provided on all three phases of switched load steps above 50 kW.

Branch fuses shall be current limiting type with an interrupting

rating of 200K A.I.C.

4. The exterior of the load bank shall have appropriate warning/caution

statements on access panels.

H. The fan motor shall separately protected by motor overload and short-

circuit devices.


VAMC Baltimore, MD

26 32 13 - 12

I. The control panel shall be a (remote) or (local) 19″ rack mounted panel

housed in a NEMA 4 type enclosure. The control panel shall contain the

following manual controls:

1. Power ON/OFF switch

2. Blower START/STOP pushbuttons.

3. Master load ON/OFF switch.

4. Load step switches for ON/OFF application of individual load steps.

Control panel visual indicators shall be as follows:

1. Power ON indication light.

2. Blower ON light.

3. Blower/Air FAILURE light.

4. OVERTEMPERATURE light.

J. A digital meter shall be installed in the control panel to show 3 line

digital display of voltage, current, frequency, and power measurement.

The software interface to the meter shall allow for real-time data

acquisition and data logging from a laptop PC.

K. A standard remote load dump circuit shall be provided as part of the

load bank control circuit. Provisions shall be provided to remove the

load bank off-line from the operation of a remote normally closed set

of auxiliary contacts from a transfer switch or other device. In the

event of the remote contact opening, all load is removed.

L. An integral control power transformer shall be provided to supply 120V,

1 phase, 60 Hz to the load banks control and motor starter circuitry.

Transformer primary and secondary control circuits shall be fuse

protected.

M. An Automatic Load Controller shall be provided for maintaining a

minimum load steps on the generator set. The controller shall monitor

the connected downstream loads and shall automatically add or subtract

load steps in response to building load changes as to maintain a

minimum load level on the generator set. The controller includes an

initial time delay circuit, and automatic time delayed load step

application circuit.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Installation of the engine generator shall comply with manufacturer's

written instructions and with NFPA 110.

B. Mounting:

1. Support controllers on strut, isolated from generator frame.


VAMC Baltimore, MD

26 32 13 - 13

2. All connections between the engine generator and exterior systems,

such as fuel lines, electrical connections, and engine exhaust

system and air exhaust shroud, shall be flexible.

C. Connect all components of the generator system so that they will

continue to be energized during failure of the normal electrical power

supply system.


A. Provide the services of a factory-authorized, factory-trained representative of the engine generator controller manufacturer to

inspect field-assembled components and equipment installation, and to

supervise the field tests.

B. When the complete engine generator system has been installed and prior

to the final inspection, test all components of the system in the

presence of the COR for proper operation of the individual components

and the complete system and to eliminate electrical and mechanical

defects.

C. Furnish fuel oil, lubricating oil, anti-freeze liquid, water treatment,

rust-inhibitor, and load bank for testing of the engine generator.

D. Visual Inspection: Visually verify proper installation of engine

generator and all components per manufacturer’s pre-functional

installation checklist.

E. Set engine generator circuit breaker protective functions per Section

26 05 73, OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY.

F. Field Tests:

1. Perform manufacturer’s after-starting checks and inspections.

2. Test the engine generator for six hours of continuous operation as

follows:

a. Two hours while delivering 100% of the specified kW.

b. Four hours while the engine generator is delivering 80% of its

specified kW rating.

c. If during the 6-hour continuous test, an engine generator failure

occurs or the engine generator cannot maintain specified power

output, the test(s) are null and void. After repair and/or

adjustments, the test(s) shall be repeated at no additional cost

to the Government until satisfactory results are attained.

3. Record the following test data at 30-minute intervals:

a. Time of day, as well as reading of running time indicator.


VAMC Baltimore, MD

26 32 13 - 14

b. kW.

c. Voltage on each phase.

d. Amperes on each phase.

e. Engine RPM.

f. Frequency.

g. Coolant water temperature.

h. Fuel pressure.

i. Oil pressure.

j. Outdoor temperature.

k. Average ambient temperature in the vicinity of the engine

generator.

4. Demonstrate that the engine generator will attain proper voltage and

frequency within the specified time limit from a cold start after

the closing of a single contact.

5. Furnish a resistance-type load for the testing of the engine

generator. Test loads shall always include adequate resistance to

assure stability of the loads and equipment during all of the

testing operations. The test load kW rating shall not be less than

100% of the specified kW rating of the engine generator.

G. Starting System Test:

1. Demonstrate that the batteries and cranking motor are capable of

five starting attempts of 10 seconds cranking each at 10-second

intervals with the battery charger turned off.

H. Remote Annunciator Panel and Remote Manual Stop Tests:

Simulate conditions to verify proper operation of each visual or

audible indication, interconnecting hardware and software, and reset

button. Simulate emergency stop of the generator by initiating the

remote manual stop station, while the generator is in operation.

I. Parallel Operation Test:

1. Test the capability of each engine generator to parallel and share

load with other engine generators, individually and in all

combinations. During operations, record load-sharing characteristics

of each engine generator in parallel operation. Provide multiple

load banks as required. Record the following data:

a. Ambient temperature (at 15-minute intervals).

b. Generator output current (before and after load changes).


VAMC Baltimore, MD

26 32 13 - 15

c. Generator output voltage (before and after load changes).

d. Power division and exchange between engine generators.

e. Real power (watts) and reactive power (vars) on each engine

generator.

2. Connect each engine generator, while operating at no load, in

parallel with one other engine generator in the system, operating at

rated kW, until all possible two-unit-in-parallel combinations have

been tested. Verify stabilization of voltage and frequency within

specified bandwidths and proportional sharing of real and reactive

loads. Document stabilization of voltage, frequency within specified

bandwidth, the active power division, active power exchange,

reactive power division, voltage and frequency stability, and

transient response in the following steps for each combination.

a. Divide the load proportionally between the engine generators and

operate in parallel for 15 minutes.

b. Increase the load in steps until each engine generator is loaded

to its service load.

c. Decrease the load in steps until each engine generator is loaded

to approximately 25% of its rated kW.

d. Increase the load in steps until each engine generator is loaded

to approximately 50% of its rated kW. Verify stabilization of

voltage and frequency within specified bandwidths and

proportional sharing of real and reactive load.

e. Reduce the sum of the loads on all engine generators to the rated

kW of one engine generator.

f. Transfer a load equal to the rated kW of one engine generator to

and from each engine generator. Verify stabilization of voltage

and frequency within specified bandwidths and proportional

sharing of real and reactive load.

3. Connect each engine generator, while operating at no load, in

parallel with all multiple combinations of all other engine

generators in the system, while operating at rated kW, until all

multiple combinations of parallel operations have been achieved.

J. At the completion of the field tests, fill the main storage tank and

day tank with fuel of grade and quality as recommended by the

manufacturer of the engine. Fill all engine fluids to levels as

recommended by manufacturer.


VAMC Baltimore, MD

26 32 13 - 16

K. When any defects are detected during the tests, correct all the

deficiencies and repeat all or part of the 6-hour continuous test as

requested by the COR, at no additional cost to the Government.

L. Provide test and inspection results in writing to the COR.


A. After completion of acceptance checks, settings, and tests, the

Contractor shall demonstrate that the engine generator(s) and control

and annunciation components are in good operating condition and

properly performing the intended function.

3.4 INSTRUCTIONS AND FINAL INSPECTIONS

A. Laminate or mount under acrylic resin a set of operating instructions

for the system and install instructions within a frame mounted on the

wall near the engine generator at a location per the COR.

B. Furnish the services of a competent and factory-trained technician for

one 4-hour period for instructions to VA personnel in operation and

maintenance of the equipment, on the date requested by the COR.

---END---


VAMC Baltimore, MD

26 36 23 - 1

SECTION 26 36 23

AUTOMATIC TRANSFER SWITCHES

PART 1 - GENERAL

1.1 DESCRIPTION


testing of open-transition automatic transfer switches with bypass

isolation, indicated as automatic transfer switches or ATS in this

section.

1.2 RELATED WORK

A. Section 03 30 00, CAST-IN-PLACE CONCRETE: Requirements for concrete

equipment pads.






Requirements for personal safety and to provide a low impedance path


E. Section 26 05 33, RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS: Conduits.




G. Section 26 23 13, GENERATOR PARALLELING CONTROLS: Paralleling controls

for multiple engine-generators.

H. Section 26 32 13, ENGINE-GENERATORS: Requirements for normal and

emergency power generation.





B. A factory-authorized representative shall be capable of providing

emergency maintenance and repairs at the project site within 4 hours

maximum of notification.

C. Automatic transfer switch, bypass/isolation switch, and annunciation

control panels shall be products of the same manufacturer.


VAMC Baltimore, MD

26 36 23 - 2

1.4 FACTORY TESTS

A. ATS shall be thoroughly tested at the factory to assure that there are

no electrical or mechanical defects.



INSTALLATIONS, and the following requirements:

1. Perform visual inspection to verify that each ATS is as specified.

2. Perform mechanical test to verify that ATS sections are free of

mechanical defects.

3. Perform insulation resistance test to ensure electrical integrity

and continuity of entire system.

4. Perform main switch contact resistance test.

5. Perform electrical tests to verify complete system electrical

operation.

1.5 SUBMITTALS



requirements:

1. Shop Drawings:



b. Include voltage rating, continuous current rating, number of

phases, withstand and closing rating, dimensions, weights,

mounting details, conduit entry provisions, front view, side

view, equipment and device arrangement, elementary and

interconnection wiring diagrams, factory relay settings, and

accessories.

c. For automatic transfer switches that are networked together to a

common means of annunciation and/or control, submit

interconnection diagrams as well as site and building plans,

showing connections for normal and emergency sources of power,

load, control and annunciation components, and interconnecting

communications paths. Equipment locations on the diagrams and

plans shall match the site, building, and room designations on

the drawings.

d. Complete nameplate data, including manufacturer's name and

catalog number.


VAMC Baltimore, MD

26 36 23 - 3

e. A copy of the markings that are to appear on the automatic

transfer switches when installed.

2. Manuals:





1) Schematic signal and control diagrams, with all terminals

identified, matching terminal identification in the automatic

transfer switches.


assembly, disassembly, and factory recommended/required

periodic maintenance procedures and frequency.

3) Provide a replacement and spare parts list. Include a list of

tools and instruments for testing and maintenance purposes.




1) Include complete "As Installed" diagrams that indicate all

pieces of equipment and their interconnecting wiring.

2) Include complete diagrams of the internal wiring for each

piece of equipment, including "As Installed" revisions of the

diagrams.

3) The wiring diagrams shall identify the terminals to facilitate

installation, maintenance, operation, and testing.

3. Certifications:

a. When submitting the shop drawings, submit a certified test report

from a recognized independent testing laboratory that a

representative sample has passed UL 1008 prototype testing.

b. Two weeks prior to final inspection, submit the following.

1) Certification by the manufacturer that the ATS conform to the


2) Certification by the Contractor that transfer switches have

been properly installed, adjusted, and tested.





VAMC Baltimore, MD

26 36 23 - 4


designation only.

B. Institute of Electrical and Electronic Engineers (IEEE):

446-95..................Emergency and Standby Power Systems for

Industrial and Commercial Applications

C37.90.1-12.............Surge Withstand Capability (SWC) Tests for

Relays and Relay Systems Associated with

Electric Power Apparatus

C62.41.1-02.............Guide on the Surges Environment in Low-Voltage

(1000 V and Less) AC Power Circuits

C62.41.2-02.............Recommended Practice on Characterization of

Surges in Low-Voltage (1000 V and Less) AC

Power Circuits





Maximum)

ICS 6-06................Enclosures

ICS 4-15................Application Guideline for Terminal Blocks

MG 1-16.................Motors and Generators


70–17...................National Electrical Code (NEC)


110-16..................Emergency and Standby Power Systems



508-99..................Industrial Control Equipment

891-05..................Switchboards

1008-14.................Transfer Switch Equipment

PART 2 - PRODUCTS


A. Automatic transfer switches shall comply with IEEE, NEMA, NFPA, UL, and

have the following features:

1. Automatic transfer switches shall be open transition switches, 4-

pole, draw-out construction, electrically operated, mechanically

held open contact type, without integral overcurrent protection.


VAMC Baltimore, MD

26 36 23 - 5

Automatic transfer switches utilizing automatic or non-automatic

molded case circuit breakers, insulated case circuit breakers, or

power circuit breakers as switching mechanisms are not acceptable.

2. Automatic transfer switches shall be completely factory-assembled

and wired such that only external circuit connections are required

in the field.

3. Each automatic transfer switch shall be equipped with an integral

bypass/isolation switch.

4. Ratings:

a. Phases, voltage, continuous current, poles, and withstand and

closing ratings shall be as shown on the drawings.

b. Transfer switches are to be rated for continuous duty at

specified continuous current rating on 60Hz systems.

c. Maximum automatic transfer switch rating: 1200 A.

5. Markings:

a. Markings shall be in accordance with UL 1008.

6. Tests:

a. Automatic transfer switches shall be tested in accordance with UL

1008. The contacts of the transfer switch shall not weld during

the performance of withstand and closing tests when used with the

upstream overcurrent device and available fault current

specified.

7. Surge Withstand Test:

a. Automatic transfer switches utilizing solid-state devices in

sensing, relaying, operating, or communication equipment or

circuits shall comply with IEEE C37.90.1.

8. Housing:

a. Enclose automatic transfer switches in wall- or floor-mounted

steel cabinets, with metal gauge not less than No. 14, in

accordance with UL 508

b. Enclosure shall be constructed so that personnel are protected

from energized bypass-isolation components during automatic

transfer switch maintenance.

c. Automatic transfer switch components shall be removable without

disconnecting external source or load power conductors.


VAMC Baltimore, MD

26 36 23 - 6

d. Finish: Cabinets shall be given a phosphate treatment, painted

with rust-inhibiting primer, and finish-painted with the

manufacturer's standard enamel or lacquer finish.

9. Operating Mechanism:

a. Actuated by an electrical operator.

b. Electrically and mechanically interlocked so that the main

contact cannot be closed simultaneously in either normal and

emergency position.

c. Normal and emergency main contacts shall be mechanically locked

in position by the operating linkage upon completion of transfer.

Release of the locking mechanism shall be possible only by normal

operating action.

d. Contact transfer time shall not exceed six cycles.

e. Operating mechanism components and mechanical interlocks shall be

insulated or grounded.

10. Contacts:

a. Main contacts: Silver alloy.

b. Neutral contacts: Silver alloy, with same current rating as phase

contacts.

c. Current carrying capacity of arcing contacts shall not be used in

the determination of the automatic transfer switch rating, and

shall be separate from the main contacts.

d. Main and arcing contacts shall be visible for inspection with

cabinet door open and barrier covers removed.

11. Manual Operator:

a. Capable of operation by one person in either direction under no

load.

12. Replaceable Parts:

a. Include the main and arcing contacts individually or as units, as

well as relays, and control devices.

b. Automatic transfer switch contacts and accessories shall be

replaceable from the front without removing the switch from the

cabinet and without removing main conductors.

13. Sensing Features:

a. Undervoltage Sensing for Each Phase of Normal Source: Sense low

phase-to-ground voltage on each phase. Pickup voltage shall be

adjustable from 85 to 100% of nominal, and dropout voltage is


VAMC Baltimore, MD

26 36 23 - 7

adjustable from 75 to 98% of pickup value. Factory set for pickup

at 90% and dropout at 85%.

b. Adjustable Time Delay: For override of normal-source voltage

sensing to delay transfer and engine start signals. Adjustable

from zero to six seconds, and factory set for one second.

c. Voltage/Frequency Lockout Relay: Prevent premature transfer to

the engine-generator. Pickup voltage shall be adjustable from 85

to 100% of nominal. Factory set for pickup at 90%. Pickup

frequency shall be adjustable from 90 to 100% of nominal. Factory

set for pickup at 95%.

d. Time Delay for Retransfer to Normal Source: Adjustable from 0 to

30 minutes, and factory set for 10 minutes to automatically

defeat delay on loss of voltage or sustained undervoltage of

emergency source, provided normal supply has been restored.

e. Test Switch: Simulate normal-source failure.

f. Switch-Position Indication: Indicate source to which load is

connected.

g. Source-Available Indication: Supervise sources via transfer

switch normal- and emergency-source sensing circuits.

h. Normal Power Indication: Indicate "Normal Source Available."

i. Emergency Power Indication: Indicate "Emergency Source

Available."

j. Transfer Override Control: Overrides automatic retransfer

control so that automatic transfer switch shall remain connected

to emergency power source regardless of condition of normal

source. Control panel shall indicate override status.

k. Engine Starting Contacts: One isolated and normally closed and

one isolated and normally open; rated 5 A at 30 V DC minimum.

l. Engine Shutdown Contacts: Time delay adjustable from zero to 15

minutes, and factory set for 5 minutes. Contacts shall initiate

shutdown at remote engine-generator controls after retransfer of

load to normal source.

m. Engine control contacts shall be coordinated with paralleling

switchgear controls for starting and shutdown of generators.

Sensing of source status from ATS shall be communicated to



VAMC Baltimore, MD

26 36 23 - 8

m. Engine-Generator Exerciser: Coordinate with paralleling

switchgear. Engine exercising controls shall be part of


n. Transfer to emergency time delay - adjustable 0 to 60 minutes.

p. Emergency source stabilization time delay to ignore momentary

transients during initial generator set loading – adjustable 0 to

6 seconds.

q. Unloaded running time delay for engine cool down - adjustable 0

to 60 minutes.

r. Pre-transfer and post-transfer signal time delay for selective

load disconnect with a programmable bypass on source failures -

adjustable 0 to 5 minutes.

s. Delayed transition load disconnect time delay - adjustable 0 to 5

minutes.

14. Controls:

a. Controls shall provide indication of switch status and be

equipped with alarm diagnostics.

b. Controls shall control operation of the automatic transfer

switches.

c. Switches shall be fully integrated with paralleling switchgear to

coordinate with automatic load shed/load add step features and

manual transfer controls at switchgear.

15. Factory Wiring: Train and bundle factory wiring and label either by

color-code or by numbered/lettered wire markers. Labels shall match

those on the shop drawings.

16. Annunciation, Control, and Programming Interface Components:

Devices for communicating with remote programming devices,

annunciators, or control panels and paralleling switchgear shall

have open-protocol communication capability matched with remote

device.

17. All ATS indications shall be available for the paralleling

switchgear.

18. Provide contacts for connection to elevator controllers, one closed

when automatic transfer switch is connected to the normal source,

and one closed when automatic transfer switch is connected to the

emergency source.Only required on spare standby ATS switches.


VAMC Baltimore, MD

26 36 23 - 9

19. Elevator Pre-Transfer Signal Relay: Provide a pre-signal relay on

all automatic transfer switches that will indicate to an elevator

controller or controllers that a transfer or re-transfer is about to

occur. Only required on spare standby ATS switches.

20. Motor Disconnect and Timing Relay: Controls designate starters so

they disconnect motors before transfer and reconnect them

selectively at an adjustable time interval after transfer. Control

connection to motor starters is through wiring external to the

automatic transfer switch. Time delay for reconnecting individual

motor loads is adjustable between 1 and 60 seconds, and settings are

as indicated. Relay contacts handling motor-control circuit in-rush

and seal currents are rated for actual currents to be encountered.

2.2 SEQUENCE OF OPERATION

A. A SEQUENCE OF OPERATIONS is indicated on the drawings for ATS switches

in conjunction with generator paralleling controls.

2.3 BYPASS-ISOLATION SWITCH

A. Provide each automatic transfer switch with two-way bypass-isolation

manual type switch. The bypass-isolation switch shall permit load by-

pass to either normal or emergency power source and complete isolation

of the automatic transfer switch, independent of transfer switch

position. Bypass and isolation shall be possible under all conditions

including when the automatic transfer switch is removed from service.

B. Operation: The bypass-isolation switch shall have provisions for

operation by one person through the movement of a maximum of two

handles at a common dead front panel in no more than 15 seconds.

Provide a lock, which must energize to unlock the bypass switch, to

prevent bypassing to a dead source. Provide means to prevent

simultaneous connection between normal and emergency sources.

1. Bypass to normal (or emergency): Operation of bypass handle shall

allow direct connection of the load to the normal (or emergency)

source, without load interruption or by using a break-before-make

design, or provide separate load interrupter contacts to momentarily

interrupt the load.

a. Ensure continuity of auxiliary circuits necessary for proper

operation of the system.

b. A red indicating lamp shall light when the automatic transfer

switch is bypassed.


VAMC Baltimore, MD

26 36 23 - 10

c. Bypassing source to source: If the power source is lost while in

the bypass position, bypass to the alternate source shall be

achievable without re-energization of the automatic transfer

switch service and load connections.

2. Isolation: Operation of the isolating handle shall isolate all live

power conductors to the automatic transfer switch without

interruption of the load.

a. Interlocking: Provide interlocking as part of the bypass-

isolation switch to eliminate personnel-controlled sequence of

operation, and to prevent operation to the isolation position

until the bypass function has been completed.

b. Padlocking: Include provisions to padlock the isolating handle in

the isolated position.

c. Visual verification: The isolation blades shall be visible in the

isolated position.

3. Testing: It shall be possible to test (normal electrical operation)

the automatic transfer switch and engine–generator(s) with the

isolation contacts closed and the load bypassed without interruption

of power to the load.

C. Ratings: The electrical capabilities and ratings of the bypass-

isolation switch shall be compatible with those of the associated

automatic transfer switch, including any required additional withstand

tests.

2.4 REMOTE ANNUNCIATOR AND CONTROL SYSTEM

A. Include the following functions for indicated automatic transfer

switches:

1. Indication of sources available, as defined by actual pickup and

dropout settings of automatic transfer switch controls.

2. Indication of automatic transfer switch position.

3. Indication of automatic transfer switch in test mode.

4. Indication of failure of communication link.

5. User-code access to control functions of panel.

6. Control of automatic transfer switch test initiation.

7. Control of automatic transfer switch operation in either direction.

8. Control of time-delay bypass for transfer to normal source.

B. Malfunction of remote annunciator and control system or communication

link shall not affect functions of automatic transfer switches.


VAMC Baltimore, MD

26 36 23 - 11

Automatic transfer switch sensing, controlling, or operating functions

shall not depend on remote annunciator and control system for proper

operation.

C. Remote annunciation and control system shall include the following

features:

1. Touchscreen type operator interface.

2. Control and indication means grouped together for each automatic

transfer switch.

3. Label each indication and control group. Indicate the automatic

transfer switch it controls, the location of the automatic transfer

switch, and the identity of the load that it serves.

4. Digital Communication Capability: Matched to that of automatic

transfer switches supervised.

5. Mounting: Steel cabinet, flush or surface mounted, as shown on the

drawings. Annunciator will be coordinated with Paralleling Controls

as a combined annunciator.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install automatic transfer switches and associated remote components in

accordance with the NEC, as shown on the drawings, and manufacturer’s

instructions.

B. Anchor automatic transfer switches with rustproof bolts, nuts, and

washers not less than 12 mm (1/2 inch) diameter, in accordance with

manufacturer’s instructions, and as shown on drawings.

C. Mount automatic transfer switches on concrete slab. Unless otherwise

indicated, the slab shall be at least 100 mm (4 inches) thick. The top

of the concrete slab shall be approximately 100 mm (4 inches) above

finished floor. Edges above floor shall have 12.5 mm (1/2 inch)

chamfer. The slab shall be of adequate size to project at least 100 mm

(8 inches) beyond the equipment. Concrete work shall be as specified in


D. Anchor remote control and/or annunciator panel to wall.


A. An authorized representative of the automatic transfer switch

manufacturer shall technically supervise and participate during all of

the field adjustments and tests. Major adjustments and field tests

shall be witnessed by the COR. The manufacturer’s representative shall


VAMC Baltimore, MD

26 36 23 - 12

certify in writing that the equipment has been installed, adjusted and

tested in accordance with the manufacturer’s recommendations.

B. All tests shall be coordinated and performed in conjunction with

paralleling switchgear controls. All electrical functional testing must

be performed on all transfer switches, whether new or existing.

C. Perform manufacturer’s required field tests in accordance with the




shop drawings.


c. Confirm correct application of manufacturer's recommended

lubricants.

d. Verify appropriate anchorage, required area clearances, and

correct alignment.

e. Verify tightness of accessible bolted electrical connections by

calibrated torque-wrench method, or performing thermographic


f. Verify grounding connections.

g. Verify ratings of sensors.

h. Vacuum-clean enclosure interior. Clean enclosure exterior.

i. Exercise all active components.

j. Verify that manual transfer warning signs are properly placed.

k. Verify the correct operation of all sensing devices, alarms, and

indicating devices.


a. Perform insulation-resistance tests.

b. After energizing circuits, demonstrate the interlocking sequence

and operational function for each automatic transfer switch at

least three times.

1) Test bypass-isolation unit functional modes and related

automatic transfer switch operations.

2) Power failure of normal source shall be simulated by opening

upstream protective device. This test shall be performed a

minimum of five times.

3) Power failure of emergency source with normal source available

shall be simulated by opening upstream protective device for


VAMC Baltimore, MD

26 36 23 - 13

emergency source. This test shall be performed a minimum of

five times.

4) Low phase-to-ground voltage shall be simulated for each phase

of normal source.

5) Operation and settings shall be verified for specified

automatic transfer switch operational feature, such as

override time delay, transfer time delay, return time delay,

engine shutdown time delay, exerciser, auxiliary contacts, and

supplemental features.

6) Verify pickup and dropout voltages by data readout or

inspection of control settings.

7) Verify that bypass and isolation functions perform correctly,

including the physical removal of the automatic transfer

switch while in bypass mode.

c. Ground-fault tests: Verify that operation of automatic transfer

switches shall not cause nuisance tripping or alarms of ground

fault protection on either source.

d. When any defects are detected, correct the defects and repeat the

tests as requested by the COR at no additional cost to the

Government.

3.3 FIELD SETTINGS VERIFICATION

A. The automatic transfer switch settings shall be verified in the field

by an authorized representative of the manufacturer.



show by demonstration in service that the automatic transfer switches

are in good operating condition and properly performing the intended

function.

3.5 INSTRUCTION

A. Furnish the services of a factory-trained technician for one 4-hour

training period for instructing personnel in the maintenance and

operation of the automatic transfer switches, on the dates requested by

the COR.

---END---


VAMC Baltimore, MD

26 41 00 - 1

SECTION 26 41 00

FACILITY LIGHTNING PROTECTION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies the modification of an existing lightning

protection system to accommodate new equipment on the roof. It is

unknown if an existing UL master labelexists for the lightning

protection system. Components modified shall be completed in accordance

with UL requirements so as not to void an existing UL master label for

the system.

1.2 RELATED WORK

A. Section 07 60 00, FLASHING AND SHEET METAL: Penetrations through the

roof.





to ground for possible ground faults.

D. Section 26 43 13, SURGE PROTECTIVE DEVICES: Surge protective device

installed at the electrical service entrance.





1.4 SUBMITTALS



requirements:

1. Shop Drawings:



b. Show locations of air terminals, connections to required metal

surfaces, down conductors, and grounding means.

c. Show the mounting hardware and materials used to attach air

terminals and conductors to the structure.


following.


VAMC Baltimore, MD

26 41 00 - 2

a. Certification by the manufacturer that the lightning protection

system conforms to the requirements of the drawings and

specifications.

b. Certification by the Contractor that the lightning protection

system has been properly installed and inspected.

c. Certification that the lightning protection system has been

inspected by a UL representative and has been approved by UL

without variation for the portions of the system modified





designation only.



780-17..................Standard for the Installation of Lightning

Protection Systems

C. Underwriters Laboratories, Inc. (UL):

96-16...................Lightning Protection Components

96A-16..................Installation Requirements for Lightning

Protection Systems

467-13..................Standard for Grounding and Bonding Equipment

PART 2 - PRODUCTS


A. Lightning protection components shall conform to NFPA 780 and UL 96,

for use on Class IIstructures. Aluminum materials are not allowed.

1. Class IIconductors: Copper.

2. Class II air terminals: Solid copper, 460 mm (18 inches) long, not

less than 12.7 mm (1/2 inch) diameter, with rounded bare

copperpoints.

3. Bonding plates: Bronze, 50 square cm (8 square inches).

4. Down conductor guards: Stiff copper or brass.

5. Anchors and fasteners: Bronze bolt and clamp type shall be used for

all applications except for membrane roof. Adhesive type are

allowed only for attachment to membrane roof materials, using

adhesive that is compatible with the membrane material.


VAMC Baltimore, MD

26 41 00 - 3

6. Connectors: Bronze clamp-type connectors shall be used for roof

conductor splices, and the connection of the roof conductor to air

terminals and bonding plates. Crimp-type connectors are not

allowed.

7. Pipe clamp – Tin plated copper pipe clamp where installing air

terminals on railing. Swivel adapter to adjust to any mounting

angle.

PART 3 - EXECUTION

3.1 INSTALLATION



B. Coordinate installation with the roofing manufacturer and roofing

installer.

C. Install the conductors as inconspicuously as practical.

D. Connect to existing down conductors on the existing roof protection.

E. Make connections of dissimilar metal with bimetallic type fittings to

prevent electrolytic action.

F. Bond down conductors to building structural steel.

G. Connect roof conductors to all metallic projections and equipment above

the roof as indicated on the drawings.

H. Connect exterior metal surfaces, located within 900 mm (3 feet) of the

conductors, to the conductors to prevent flashovers.

I. Maintain horizontal or downward coursing of main conductor and

insure that all bends have at least an 200 mm (8 inches) radius and do

not exceed 90 degrees.

J. Conductors shall be rigidly fastened every 900 mm (3 feet) along

the roof and down to the building to ground.

K. Air terminals shall be secured against overturning either by

attachment to the object to be protected or other braces permanently

and rigidly attached to the building or structure.

L. Install air terminal bases, cable holders and other roof-system

supporting means without piercing membrane or metal roofs.

M. Where the drawings show the new lightning protection system connected

to an existing lightning protection system with or without a UL master


VAMC Baltimore, MD

26 41 00 - 4

label, the new portion of the lightning protection system requires UL

inspection and a Letter of Findings.


A. Test the ground resistance to earth by standard methods, and conform to

the ground resistance requirements specified in Section 26 05 26,

GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS.

B. A UL representative shall inspect the lightning protection system. .

---END---


VAMC Baltimore, MD

26 43 13 - 1

SECTION 26 43 13

SURGE PROTECTIVE DEVICES

PART 1 - GENERAL

1.1 DESCRIPTION


Type 2 Surge Protective Devices, as defined in NFPA 70, and indicated

as SPD in this section.

1.2 RELATED WORK



B. Section 26 23 00, LOW-VOLTAGE SWITCHGEAR: For factory-installed or

external SPD.

D. Section 26 24 16, PANELBOARDS: For factory-installed or external SPD.

E. Section 26 26 00, POWER DISTRIBUTION UNITS FOR STATIC UNINTERRUPTIBLE

POWER SYSTEMS: For factory-installed or external SPD.





1.4 SUBMITTALS



requirements:

1. Shop Drawings:



b. Include electrical ratings and device nameplate data.

2. Manuals:


of complete maintenance and operating manuals including technical

data sheets, wiring diagrams, and information for ordering

replacement parts.





following.


VAMC Baltimore, MD

26 43 13 - 2

a. Certification by the manufacturer that the SPD conforms to the


b. Certification by the Contractor that the SPD has been properly

installed.



supplement and errata) form a part of this specification to the extent

referenced. Publications are referenced in the text by the basic

designation only.

B. Institute of Engineering and Electronic Engineers (IEEE):

IEEE C62.41.2-02........Characterization of Surges in Low-Voltage (1000

V and Less) AC Power Circuits

IEEE C62.45-08..........Surge Testing for Equipment Connected to Low-

Voltage (1000 V and Less) AC Power Circuits



D. Underwriters Laboratories, Inc. (UL):

UL 1283-15..............Electromagnetic Interference Filters

UL 1449-14..............Surge Protective Devices

PART 2 - PRODUCTS

2.1 SWITCHGEAR/SWITCHBOARD SPD

A. General Requirements:

1. Comply with IEEE and UL.

2. Modular design with field-replaceable modules, or non-modular

design.

3. Fuses, rated at 200 kA interrupting capacity.

4. Bolted compression lugs for internal wiring.

5. Integral disconnect switch.

6. Redundant suppression circuits.

7. LED indicator lights for power and protection status.

8. Audible alarm, with silencing switch, to indicate when protection

has failed.

9. Form-C contacts rated at 5 A and 250-V ac, one normally open and one

normally closed, for remote monitoring of protection status.

Contacts shall reverse on failure of any surge diversion module or

on opening of any current-limiting device.

10. Four-digit transient-event counter.

11. EMI/RFI Filtering


VAMC Baltimore, MD

26 43 13 - 3

B. Surge Current per Phase: Minimum 240kA per phase.

2.2 PANELBOARD SPD

A. General Requirements:

1. Comply with UL 1449 and IEEE C62.41.2.

2. Modular design with field-replaceable modules, or non-modular

design.

3. Fuses, rated at 200 kA interrupting capacity.

4. Bolted compression lugs for internal wiring.

5. Integral disconnect switch.

6. Redundant suppression circuits.

7. LED indicator lights for power and protection status.

8. Audible alarm, with silencing switch, to indicate when protection

has failed.

9. Form-C contacts rated at 5 A and 250-V ac, one normally open and one

normally closed, for remote monitoring of protection status.

Contacts shall reverse on failure of any surge diversion module or

on opening of any current-limiting device.

10. Four-digit transient-event counter.

11. Mount external to panelboards.

12. EMI/RFI Filtering

B. Surge Current per Phase: Minimum 120kA per phase.

2.3 ENCLOSURES

A. Enclosures: NEMA 1.

PART 3 - EXECUTION

3.1 INSTALLATION



B. Factory-installed SPD: Switchgear manufacturer shall install SPD at the

factory.

C. Field-installed SPD: Contractor shall install SPD with conductors or

buses between SPD and points of attachment as short and straight as

possible. Do not exceed manufacturer's recommended lead length. Do

not bond neutral and ground.

1. Provide a circuit breaker as a dedicated disconnecting means for

TVSS as shown on drawings.

D. Do not perform insulation resistance tests on switchgear, switchboards,

panelboards, or feeders with the SPD connected. Disconnect SPD before


VAMC Baltimore, MD

26 43 13 - 4

conducting insulation resistance tests, and reconnect SPD immediately

after insulation resistance tests are complete.






shop drawings.


c. Verify that disconnecting means and feeder size and maximum

length to SPD corresponds to approved shop drawings.

d. Verifying tightness of accessible bolted electrical connections

by calibrated torque-wrench method.

e. Vacuum-clean enclosure interior. Clean enclosure exterior.

f. Verify the correct operation of all sensing devices, alarms, and

indicating devices.


A. After completion of acceptance checks and tests, the Contractor shall

show by demonstration in service that SPD are in good operating


3.4 INSTRUCTION

A. Provide the services of a factory-trained technician for one 2-hour

training period for instructing personnel in the maintenance and

operation of the SPD, on the date requested by the COR.

`---END---


VAMC Baltimore, MD

26 51 00 - 1

SECTION 26 51 00

INTERIOR LIGHTING

PART 1 - GENERAL

1.1 DESCRIPTION:


the interior lighting systems. The terms “lighting fixture,”

“fixture,” and “luminaire” are used interchangeably.

1.2 RELATED WORK

A. Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT: Disposal of lamps.

B. Section 02 41 00, DEMOLITION: Removal and disposal of lamps and

ballasts.

C. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS:


D. Section 26 05 19, LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES:


E. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS:



F. Section 26 27 26, WIRING DEVICES: Wiring devices used for control of

the lighting systems.





1.4 SUBMITTALS



requirements:

1. Shop Drawings:

a. Submit the following information for each type of lighting

fixture designated on the LIGHTING FIXTURE SCHEDULE, arranged in

order of lighting fixture designation.

b. Material and construction details, include information on housing

and optics system.

c. Physical dimensions and description.

d. Wiring schematic and connection diagram.


VAMC Baltimore, MD

26 51 00 - 2

e. Installation details.

f. Energy efficiency data.

g. Photometric data based on laboratory tests complying with IES

Lighting Measurements testing and calculation guides.

h. Lamp data including lumen output (initial and mean), color

rendition index (CRI), rated life (hours), and color temperature

(degrees Kelvin).

i. Ballast data including ballast type, starting method, ambient

temperature, ballast factor, sound rating, system watts, and

total harmonic distortion (THD).

j. For LED lighting fixtures, submit US DOE LED Lighting Facts

label, and IES L70 rated life.

2. Manuals:

a. Submit, simultaneously with the shop drawings, complete

maintenance and operating manuals, including technical data

sheets, wiring diagrams, and information for ordering replacement

parts.





following.

a. Certification by the Contractor that the interior lighting

systems have been properly installed and tested.





designation only.

B. Environmental Protection Agency (EPA):

40 CFR 261..............Identification and Listing of Hazardous Waste

C. Federal Communications Commission (FCC):

CFR Title 47, Part 15...Radio Frequency Devices

CFR Title 47, Part 18...Industrial, Scientific, and Medical Equipment

D. Illuminating Engineering Society of North America (IESNA):

LM-79-08................Electrical and Photometric Measurements of

Solid-State Lighting Products


VAMC Baltimore, MD

26 51 00 - 3

LM-80-15................Measuring Lumen Maintenance of LED Light

Sources

LM-82-12................Characterization of LED Light Engines and LED

Lamps for Electrical and Photometric Properties

as a Function of Temperature

E. Institute of Electrical and Electronic Engineers (IEEE):

C62.41-91(R1995)........Surge Voltages in Low Voltage AC Power Circuits

F. International Code Council (ICC):


G. National Electrical Manufacturer's Association (NEMA):

C78.376-14..............Chromaticity of Fluorescent Lamps

C82.1-04(R2015).........Lamp Ballasts – Line Frequency Fluorescent Lamp

Ballasts

C82.2-02(R2016).........Method of Measurement of Fluorescent Lamp

Ballasts

C82.11-17...............Lamp Ballasts - High Frequency Fluorescent Lamp

Ballasts

SSL 1-16................Electronic Drivers for LED Devices, Arrays, or

Systems



101-18..................Life Safety Code

I. Underwriters Laboratories, Inc. (UL):

496-17..................Lampholders

542-05..................Fluorescent Lamp Starters

924-16..................Emergency Lighting and Power Equipment

935-01..................Fluorescent-Lamp Ballasts

1598-08.................Luminaires

8750-15.................Light Emitting Diode (LED) Light Sources for

Use in Lighting Products

PART 2 - PRODUCTS

2.1 LIGHTING FIXTURES

A. Shall be in accordance with NFPA, UL, as shown on drawings, and as

specified. Refer to LIGHT FIXTURE SCHEDULE on drawings for specifics on

light fixtures.

B. Sheet Metal:


VAMC Baltimore, MD

26 51 00 - 4

1. Shall be formed to prevent warping and sagging. Housing, trim and

lens frame shall be true, straight (unless intentionally curved),

and parallel to each other as designed.

2. Wireways and fittings shall be free of burrs and sharp edges, and

shall accommodate internal and branch circuit wiring without damage

to the wiring.

3. When installed, any exposed fixture housing surface, trim frame,

door frame, and lens frame shall be free of light leaks.

4. Hinged door frames shall operate smoothly without binding. Latches

shall function easily by finger action without the use of tools.

C. Ballasts and lamps shall be serviceable while the fixture is in its

normally installed position. Ballasts shall not be mounted to

removable reflectors or wireway covers unless so specified.

D. Lamp Sockets:

1. Fluorescent: Single slot entry type, requiring a one-quarter turn of

the lamp after insertion. Lampholder contacts shall be the biting

edge type.

E. Mechanical Safety: Lighting fixture closures (lens doors, trim frame,

hinged housings, etc.) shall be retained in a secure manner by captive

screws, chains, aircraft cable, captive hinges, or fasteners such that

they cannot be accidentally dislodged during normal operation or

routine maintenance.

F. Metal Finishes:

1. The manufacturer shall apply standard finish (unless otherwise

specified) over a corrosion-resistant primer, after cleaning to free

the metal surfaces of rust, grease, dirt and other deposits. Edges

of pre-finished sheet metal exposed during forming, stamping or

shearing processes shall be finished in a similar corrosion

resistant manner to match the adjacent surface(s). Fixture finish

shall be free of stains or evidence of rusting, blistering, or

flaking, and shall be applied after fabrication.

2. Interior light reflecting finishes shall be white with not less than

85 percent reflectances, except where otherwise shown on the

drawing.

3. Exterior finishes shall be as shown on the drawings.

G. Lighting fixtures shall have a specific means for grounding metallic

wireways and housings to an equipment grounding conductor.

H. Light Transmitting Components for Fluorescent Fixtures:


VAMC Baltimore, MD

26 51 00 - 5

1. Shall be 100 percent virgin acrylic.

2. Flat lens panels shall have not less than 3 mm (1/8 inch) of average

thickness.

3. Unless otherwise specified, lenses, reflectors, diffusers, and

louvers shall be retained firmly in a metal frame by clips or

clamping ring in such a manner as to allow expansion and contraction

without distortion or cracking.

I. 2.2 BALLASTS

A. Linear Fluorescent Lamp Ballasts: Multi-voltage (120 – 277V),

electronic programmed-starttype, designed for type and quantity of

lamps indicated. Ballasts shall be designed for full light output

unless dimmer or bi-level control is indicated. Ballasts shall include

the following features:

1. Automatic lamp starting after lamp replacement.

2. Sound Rating: Class A.

3. Total Harmonic Distortion (THD): 10 percent or less.

4. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2,

Category A or better.

5. Operating Frequency: 20 kHz or higher.

6. Lamp Current Crest Factor: 1.7 or less.

7. Ballast Factor: 0.87 or higher unless otherwise indicated.

8. Power Factor: 0.98 or higher.

9. EMR/RFI Interference: Comply with CFR Title 47 Part 18 for

limitations on electromagnetic and radio-frequency interference for

non-consumer equipment.

.

2.3 FLUORESCENT EMERGENCY BALLAST

A. Self-contained, modular, battery-inverter unit, factory mounted within

lighting fixture housing and compatible with ballast.

1. Emergency Connection: Operate onefluorescent lamp(s) continuously

at an output of 1450lumens each. Connect unswitched circuit to

battery-inverter unit and switched circuit to fixture ballast.

2. Test Push Button and Indicator Light: Visible and accessible

without opening fixture or entering ceiling space.

a. Push Button: Push-to-test type, in unit housing, simulates loss

of normal power and demonstrates unit operability.


VAMC Baltimore, MD

26 51 00 - 6

b. Indicator Light: LED indicates normal power on. Normal glow

indicates trickle charge; bright glow indicates charging at end

of discharge cycle.

3. Battery: Sealed, maintenance-free, nickel-cadmium type.

4. Charger: Fully automatic, solid-state, constant-current type with

sealed power transfer relay.

5. Integral Self-Test: Automatically initiates test of unit emergency

operation at required intervals. Test failure is annunciated by an

integral audible alarm and a flashing LED.

2.4 LAMPS

A. Linear T8 Fluorescent Lamps:

1. Except as indicated below, lamps shall be low-mercury energy saving

type, have a color temperature of 3000 K , a Color Rendering Index

(CRI) equal or greater than 80, 30,000 hours when used with a

programmed or rapid start ballast (based on 3 hour starts), and be

suitable for use with dimming ballasts, unless otherwise indicated.

2. Lamps shall comply with EPA Toxicity Characteristic Leachate

Procedure (TCLP) requirements.

2.5 LED EXIT LIGHT FIXTURES

A. Exit light fixtures shall meet applicable requirements of NFPA and UL.

B. Housing and door shall be die-cast aluminum.

C. For general purpose exit light fixtures, door frame shall be hinged,

with latch.

D. Finish shall be satin or fine-grain brushed aluminum.

E. There shall be no radioactive material used in the fixtures.

F. Fixtures:

1. Inscription panels shall be cast or stamped aluminum a minimum of

2.25 mm (0.090 inch) thick, stenciled with 150 mm (6 inch) high

letters, baked with red color stable plastic or fiberglass. Lamps

shall be luminous Light Emitting Diodes (LED) mounted in center of

letters on red color stable plastic or fiberglass.

2. Double-Faced Fixtures: Provide double-faced fixtures where required

or as shown on drawings.

3. Directional Arrows: Provide directional arrows as part of the

inscription panel where required or as shown on drawings.

Directional arrows shall be the "chevron-type" of similar size and

width as the letters and meet the requirements of NFPA 101.


VAMC Baltimore, MD

26 51 00 - 7

G. Voltage: Multi-voltage (120 – 277V).

2.6 LED LIGHT FIXTURES

A. General:

1. LED light fixtures shall be in accordance with IES, NFPA, UL, as

shown on the drawings, and as specified.

2. LED light fixtures shall be Reduction of Hazardous Substances

(RoHS)-compliant.

3. LED drivers shall include the following features unless otherwise

indicated:

a. Minimum efficiency: 85% at full load.

b. Minimum Operating Ambient Temperature: -20˚ C. (-4˚ F.)

c. Input Voltage: 120 - 277V (±10%) at 60 Hz.

d. Integral short circuit, open circuit, and overload protection.

e. Power Factor: ≥ 0.95.

f. Total Harmonic Distortion: ≤ 20%.

g. Comply with FCC 47 CFR Part 15.

4. LED modules shall include the following features unless otherwise

indicated:

a. Comply with IES LM-79 and LM-80 requirements.

b. Minimum CRI 80 and color temperature 3000˚ K unless otherwise

specified in LIGHTING FIXTURE SCHEDULE.

c. Minimum Rated Life: 50,000 hours per IES L70.

d. Light output lumens as indicated in the LIGHTING FIXTURE

SCHEDULE.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Installation shall be in accordance with the NEC, manufacturer's

instructions, and as shown on the drawings or specified.

B. Align, mount, and level the lighting fixtures uniformly.

C. Lighting Fixture Supports:

1. Shall provide support for all of the fixtures. Supports may be

anchored to channels of the ceiling construction, to the structural

slab or to structural members within a partition, or above a

suspended ceiling.

2. Shall maintain the fixture positions after cleaning and relamping.


VAMC Baltimore, MD

26 51 00 - 8

3. Shall support the lighting fixtures without causing the ceiling or

partition to deflect.

4. Surface mounted lighting fixtures:

a. Fixtures shall be bolted against the ceiling independent of the

outlet box at four points spaced near the corners of each unit.

The bolts (or stud-clips) shall be minimum 6 mm (1/4 inch) bolt,

secured to main ceiling runners and/or secured to cross runners.

Non-turning studs may be attached to the main ceiling runners and

cross runners with special non-friction clip devices designed for

the purpose, provided they bolt through the runner, or are also

secured to the building structure by 12 gauge safety hangers.

Studs or bolts securing fixtures weighing in excess of 25 kg (56

pounds) shall be supported directly from the building structure.

b. Where ceiling cross runners are installed for support of lighting

fixtures, they must have a carrying capacity equal to that of the

main ceiling runners and be rigidly secured to the main runners.

c. Fixtures less than 6.8 kg (15 pounds) in weight and occupying

less than 3715 sq cm (two square feet) of ceiling area may, when

designed for the purpose, be supported directly from the outlet

box when all the following conditions are met.

1) Screws attaching the fixture to the outlet box pass through

round holes (not key-hole slots) in the fixture body.

2) The outlet box is attached to a main ceiling runner (or cross

runner) with approved hardware.

3) The outlet box is supported vertically from the building

structure.

d. Fixtures mounted in open construction shall be secured directly

to the building structure with approved bolting and clamping

devices.

5. Single or double pendant-mounted lighting fixtures:

a. Each stem shall be supported by an approved outlet box mounted

swivel joint and canopy which holds the stem captive and provides

spring load (or approved equivalent) dampening of fixture

oscillations. Outlet box shall be supported vertically from the

building structure.

D. Furnish and install the new lamps as specified for all lighting

fixtures installed under this project, and for all existing lighting

fixtures reused under this project.


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26 51 00 - 9

E. The electrical trades shall coordinate to ascertain that approved

lighting fixtures are furnished in the proper sizes and installed with

the proper devices (hangers, clips, trim frames, flanges, etc.), to

match the ceiling system being installed.

F. Bond lighting fixtures to the grounding system as specified in Section

26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS.

G. At completion of project, replace all defective components of the

lighting fixtures at no cost to the Government.

H. Dispose of lamps per requirements of Section 01 74 19, CONSTRUCTION

WASTE MANAGEMENT, and Section 02 41 00, DEMOLITION.


A. Perform the following:

1. Visual Inspection:

a. Verify proper operation by operating the lighting controls.

b. Visually inspect for damage to fixtures, lenses, reflectors,

diffusers, and louvers. Clean fixtures, lenses, reflectors,

diffusers, and louvers that have accumulated dust, dirt, or

fingerprints during construction.


a. Burn-in all lamps that require specific aging period to operate

properly, prior to occupancy by Government. Burn-in period to be

40 hours minimum, unless specifically recommended otherwise by

the lamp manufacturer. Replace any lamps and ballasts which

fail during burn-in.



show by demonstration in service that the lighting systems are in good

operating condition and properly performing the intended function.

---END---


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SECTION 28 31 00

FIRE DETECTION AND ALARM

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section of the specifications includes the furnishing,

installation, and connection of the fire alarm equipment as needed for

the installation of a new dry-pipe sprinkler system and the

construction of a new switchgear room at the existing penthouse to form

a complete coordinated system ready for operation. It shall include,

but not be limited to, alarm initiating devices, alarm notification

appliances, and wiring as shown on the drawings and specified.

B. Fire alarm systems shall comply with requirements of the most recent VA

FIRE PROTECTION DESIGN MANUAL and NFPA 72 unless variations to NFPA 72

are specifically identified within these contract documents by the

following notation: "variation". The design, system layout, document

submittal preparation, and supervision of installation and testing

shall be provided by a technician that is certified NICET level III or

a registered fire protection engineer. The NICET certified technician

shall be on site for the supervision and testing of the system. Factory

engineers from the equipment manufacturer, thoroughly familiar and

knowledgeable with all equipment utilized, shall provide additional

technical support at the site as required by the CORor his authorized

representative. Installers shall have a minimum of 2 years experience

installing fire alarm systems.

C. Fire alarm signals:

1. The building is provided with an existing automatic digitized voice

fire alarm signal with emergency manual voice override to notify

occupants to evacuate. The digitized voice message shall identify

the area of the building (smoke zone) from which the alarm was

initiated.

D. Alarm signals (by device), supervisory signals (by device) and system

trouble signals (by device not reporting) shall be distinctly

transmitted to the main fire alarm system control unit located in the

security office.


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E. The existing main fire alarm control unit shall automatically transmit

alarm signals to a listed central station using a digital alarm

communicator transmitter in accordance with NFPA 72.

1.2 SCOPE

A. New devices as required shall be connected to the existing fully

addressable fire alarm system and shall be designed and installed in

accordance with the specifications and drawings. Device location and

wiring runs shown on the drawings are for reference only unless

specifically dimensioned. Actual locations shall be in accordance with

NFPA 72 and this specification.

B. Basic Performance:

1. Alarm and trouble signals from each building fire alarm control

panel shall be digitally encoded by UL listed electronic devices

onto a multiplexed communication system.

2. Response time between alarm initiation (contact closure) and

recording at the main fire alarm control unit (appearance on

alphanumeric read out) shall not exceed 5 seconds.

3. The signaling line circuits (SLC) between building fire alarm

control units shall be wired Style 7 in accordance with NFPA 72.

Isolation shall be provided so that no more than one building can be

lost due to a short circuit fault.

4. Initiating device circuits (IDC) shall be wired Style C in


5. Signaling line circuits (SLC) within buildings shall be wired Style

4 in accordance with NFPA 72. Individual signaling line circuits

shall be limited to covering 22,500 square feet (2,090 square

meters) of floor space or 3 floors whichever is less.

6. Notification appliance circuits (NAC) shall be wired Style Y in


1.3 RELATED WORK

A. Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

Requirements for procedures for submittals.

B. Section 07 84 00 - FIRESTOPPING. Requirements for fire proofing wall

penetrations.


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//C. Section 21 13 16 - DRY-PIPE SPRINKLER SYSTEMS. Requirements for

sprinkler systems.//

1.4 SUBMITTALS

A. General: Submit 5 copies in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA, AND SAMPLES, and Section 26 05 11, REQUIREMENTS

FOR ELECTRICAL INSTALLATIONS.

B. Drawings:

1. Prepare drawings using AutoCAD Release 14 software and include all

contractors information. Layering shall be by VA criteria as

provided by the Contracting Officer’s Technical Representative

(COTR). Bid drawing files on AutoCAD will be provided to the

Contractor at the pre-construction meeting. The contractor shall be

responsible for verifying all critical dimensions shown on the

drawings provided by VA.

2. Floor plans: Provide locations of all devices (with device number at

each addressable device corresponding to control unit programming),

appliances, equipment, junction/terminal cabinets/boxes, risers,

electrical power connections, individual circuits and raceway

routing, system zoning; number, size, and type of raceways and

conductors in each raceway; conduit fill calculations with cross

section area percent fill for each type and size of conductor and

raceway. Only those devices connected and incorporated into the

final system shall be on these floor plans. Do not show any removed

devices on the floor plans. Show all interfaces for all fire safety

functions.

3. Detailed wiring diagrams: Provide for modules, showing termination

identifications, size and type conductors. Diagrams shall be drawn

to a scale sufficient to show spatial relationships between

components, enclosures and equipment configuration.

4. Two weeks prior to final inspection, the Contractor shall deliver to

the COTR 3 sets of as-built drawings and one set of the as-built

drawing computer files(using AutoCAD 2007 or later). As-built

drawings (floor plans) shall show all new and/or existing conduit

used for the fire alarm system.


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C. Manuals:

1. Submit simultaneously with the shop drawings, companion copies of

complete maintenance and operating manuals including technical data

sheets for all items used in the system, power requirements, device

wiring diagrams, dimensions, and information for ordering

replacement parts.

a. Wiring diagrams shall have their terminals identified to

facilitate installation, operation, expansion and maintenance.

b. Wiring diagrams shall indicate internal wiring for each item of

equipment and the interconnections between the items of

equipment.

c. Include complete listing of all software used and installation

and operation instructions including the input/output matrix

chart.

d. Provide a clear and concise description of operation that gives,

in detail, the information required to properly operate, inspect,

test and maintain the equipment and system. Provide all

manufacturer's installation limitations including but not limited

to circuit length limitations.

e. Include information indicating who will provide emergency service

and perform post contract maintenance.

f. Provide a replacement parts list with current prices. Include a

list of recommended spare parts, tools, and instruments for

testing and maintenance purposes.

g. A computerized preventive maintenance schedule for all equipment.

The schedule shall be provided on disk in a computer format

acceptable to the VAMC and shall describe the protocol for

preventive maintenance of all equipment. The schedule shall

include the required times for systematic examination, adjustment

and cleaning of all equipment. A print out of the schedule shall

also be provided in the manual. Provide the disk in a pocket

within the manual.

h. Furnish manuals in 3 ring loose-leaf binder or i. A print out

for all devices proposed on each signaling line circuit with

spare capacity indicated.

2. Two weeks prior to final inspection, deliver 4 copies of the final

updated maintenance and operating manual to the COTR.


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a. The manual shall be updated to include any information

necessitated by the maintenance and operating manual approval.

b. Complete "As installed" wiring and schematic diagrams shall be

included that shows all items of equipment and their

interconnecting wiring. Show all final terminal identifications.

c. Complete listing of all programming information, including all

control events per device including an updated input/output

matrix.

d. Certificate of Installation as required by NFPA 72 for each

building. The certificate shall identify any variations from the

National Fire Alarm Code.

e. Certificate from equipment manufacturer assuring compliance with

all manufacturers installation requirements and satisfactory

system operation.

D. Certifications:

1. Together with the shop drawing submittal, submit the technician's

NICET level III fire alarm certification as well as certification

from the control unit manufacturer that the proposed performer of

contract maintenance is an authorized representative of the major

equipment manufacturer. Include in the certification the names and

addresses of the proposed supervisor of installation and the

proposed performer of contract maintenance. Also include the name

and title of the manufacturer’s representative who makes the

certification.

2. Together with the shop drawing submittal, submit a certification

from either the control unit manufacturer or the manufacturer of

each component (e.g., smoke detector) that the components being

furnished are compatible with the control unit.

3. Together with the shop drawing submittal, submit a certification

from the major equipment manufacturer that the wiring and connection

diagrams meet this specification, UL and NFPA 72 requirements.

1.5 WARRANTY

All work performed and all material and equipment furnished under this

contract shall be free from defects and shall remain so for a period of

one year from the date of acceptance of the entire installation by the

Contracting Officer.

1.6 NOT USED


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A. The publications listed below (including amendments, addenda,

revisions, supplements and errata) form a part of this specification to

the extent referenced. The publications are referenced in text by the

basic designation only and the latest editions of these publications

shall be applicable.


NFPA 13 ................Standard for the Installation of Sprinkler

Systems, 2016 edition

NFPA 70.................National Electrical Code (NEC), 2017 edition

NFPA 72.................National Fire Alarm Code, 2016 edition

C. Underwriters Laboratories, Inc. (UL): Fire Protection Equipment

Directory

D. Factory Mutual Research Corp (FM): Approval Guide

E. International Code Council, International Building Code (IBC), 2012

edition

PART 2 - PRODUCTS

2.1 EQUIPMENT AND MATERIALS, GENERAL

A. All equipment and components shall be new and the manufacturer's

current model. All equipment shall be tested and listed by Underwriters

Laboratories, Inc. or Factory Mutual Research Corporation for use as

part of a fire alarm system. The authorized representative of the

manufacturer of the major equipment shall certify that the installation

complies with all manufacturers’ requirements and that satisfactory

total system operation has been achieved.

2.2 CONDUIT, BOXES, AND WIRE

A. Conduit shall be as follows:

1. All new conduits shall be installed in accordance with NFPA 70.

2. Conduit fill shall not exceed 40 percent of interior cross sectional

area.

3. All new conduits shall be 3/4 inch (19 mm) minimum and red finished.

B. Wire:

1. Wiring shall be in accordance with NEC article 760, Section 28 05

13, CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY, and as

recommended by the manufacturer of the fire alarm system. All wires

shall be color coded. Number and size of conductors shall be as

recommended by the fire alarm system manufacturer, but not less than


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18 AWG for initiating device circuits and 14 AWG for notification

device circuits.

2. Addressable circuits and wiring used for the multiplex communication

loop shall be twisted and shielded unless specifically excepted by

the fire alarm equipment manufacturer in writing.

3. Any fire alarm system wiring that extends outside of a building

shall have additional power surge protection to protect equipment

from physical damage and false signals due to lightning, voltage and

current induced transients. Protection devices shall be shown on the

submittal drawings and shall be UL listed or in accordance with

written manufacturer's requirements.

4. All wire or cable used in underground conduits including those in

concrete shall be listed for wet locations.

C. Terminal Boxes, Junction Boxes, and Cabinets:

1. Shall be galvanized steel in accordance with UL requirements.

2. All boxes shall be sized and installed in accordance with NFPA 70.

3. covers shall be repainted red in accordance with Section 09 91 00,

PAINTING and shall be identified with white markings as "FA" for

junction boxes and as "FIRE ALARM SYSTEM" for cabinets and terminal

boxes. Lettering shall be a minimum of 3/4 inch (19 mm) high.

4. Terminal boxes and cabinets shall have a volume 50 percent greater

than required by the NFPA 70. Minimum sized wire shall be considered

as 14 AWG for calculation purposes.

5. Terminal boxes and cabinets shall have identified pressure type

terminal strips and shall be located at the base of each riser.

Terminal strips shall be labeled as specified or as approved by the

COTR.

2.3 ALARM NOTIFICATION APPLIANCES

A. Speakers:

1. Shall operate on either 25 VRMS or 70.7 VRMS with field selectable

output taps from 0.5 to 2.0W and originally installed at the 1/2

watt tap. Speakers shall provide a minimum sound output of 80 dBA at

10 feet (3,000 mm) with the 1/2 watt tap.

2. Frequency response shall be a minimum of 400 HZ to 4,000 HZ.


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3. Four inches (100 mm) or 8 inches (200 mm) cone type speakers ceiling

mounted with white colored baffles in areas with suspended ceilings

and wall mounted in areas without ceilings.

B. Strobes:

1. Xenon flash tube type minimum 15 candela in toilet rooms and 75

candela in all other areas with a flash rate of 1 HZ. Strobes shall

be synchronized where required by the National Fire Alarm Code (NFPA

72).

2. Backplate shall be red with 1/2 inch (13 mm) permanent red letters.

Lettering to read "Fire", be oriented on the wall or ceiling

properly, and be visible from all viewing directions.

3. Each strobe circuit shall have a minimum of 20 percent spare

capacity.

4. Strobes may be combined with the audible notification appliances

2.4 ALARM INITIATING DEVICES

A. Smoke Detectors:

1. Smoke detectors shall be photoelectric type and UL listed for use

with the fire alarm control unit being furnished.

2. Smoke detectors shall be addressable type complying with applicable

UL Standards for system type detectors. Smoke detectors shall be

installed in accordance with the manufacturer's recommendations and

NFPA 72.

3. Detectors shall have an indication lamp to denote an alarm

condition. Provide remote indicator lamps and identification plates

where detectors are concealed from view. Locate the remote indicator

lamps and identification plates flush mounted on walls so they can

be observed from a normal standing position.

4. All spot type and duct type detectors installed shall be of the

photoelectric type.

5. Photoelectric detectors shall be factory calibrated and readily

field adjustable. The sensitivity of any photoelectric detector

shall be factory set at 3.0 plus or minus 0.25 percent obscuration

per foot.

6. Detectors shall provide a visual trouble indication if they drift

out of sensitivity range or fail internal diagnostics. Detectors

shall also provide visual indication of sensitivity level upon

testing. Detectors, along with the fire alarm control units shall be

UL listed for testing the sensitivity of the detectors.


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B. Water Flow and Pressure Switches:

1. Dry pipe alarm pressure switches for sprinkler systems shall be

connected to the fire alarm system by way of an address reporting

interface device.

2. All new water flow switches shall be of a single manufacturer and

series and non-accumulative retard type. See Section 21 13 16, DRY-

PIPE SPRINKLER SYSTEMS for new switches added. Connect all switches

shown on the approved shop drawings.

3. All new switches shall have an alarm transmission delay time that is

conveniently adjustable from 0 to 60 seconds. Initial settings shall

be 30-45 seconds. Timing shall be recorded and documented during

testing.

C. Flame Detection:

1. Provide IR flame detection with 100 foot range and suitable for

diesel fuel flame spectrum detection. Provide with 90 degree field

of view. Provide a fire alarm power supply, controller, and

addressable monitor modules as required to supervise the detector

status and monitor alarm conditions.

2.5 SUPERVISORY DEVICES

A. Sprinkler System Supervisory Switches:

1. Each sprinkler system water supply or zone control valve, shall be

equipped with a supervisory switch.

2. Valve supervisory switches shall be connected to the fire alarm

system by way of address reporting interface device. 3. The

mechanism shall be contained in a weatherproof die-cast aluminum

housing that shall provide a 3/4 inch (19 mm) tapped conduit

entrance and incorporate the necessary facilities for attachment to

the valves.

4. The entire installed assembly shall be tamper-proof and arranged to

cause a switch operation if the housing cover is removed or if the

unit is removed from its mounting.

5. Where dry-pipe sprinkler systems are installed, high and low air

pressure switches shall be provided and monitored by way of an

address reporting interface devices.

2.6 ADDRESS REPORTING INTERFACE DEVICE

A. Shall have unique addresses that reports directly to the building fire

alarm panel.


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B. Shall be configurable to monitor normally open or normally closed

devices for both alarm and trouble conditions.

C. Shall have terminal designations clearly differentiating between the

circuit to which they are reporting from and the device that they are

monitoring.

D. Shall be UL listed for fire alarm use and compatibility with the panel

to which they are connected.

E. Shall be mounted in weatherproof housings if mounted exterior to a

building.

2.7 SPARE AND REPLACEMENT PARTS

A. Provide spare and replacement parts as follows:

1. Sprinkler system water pressure switch - 1 of each type

2. Sprinkler valve tamper switch - 1 of each type

B. Spare and replacement parts shall be in original packaging and

submitted to the COR.

C. Furnish and install a storage cabinet of sufficient size and suitable

for storing spare equipment. Doors shall include a pad locking device.

Padlock to be provided by the VA. Location of cabinet to be determined

by the COR.

D. Provide to the VA, all hardware, software, programming tools, license

and documentation necessary to permanently modify the fire alarm system

on site. The minimum level of modification includes addition and

deletion of devices, circuits, zones and changes to system description,

system operation, and digitized evacuation and instructional messages.

2.8 INSTRUCTION CHART:

Provide typewritten instruction card mounted behind a Lexan plastic or

glass cover in a stainless steel or aluminum frame with a backplate.

Install the frame in a conspicuous location observable from each

control unit where operations are performed. The card shall show those

steps to be taken by an operator when a signal is received under all

conditions, normal, alarm, supervisory, and trouble. Provide an

additional copy with the binder for the input output matrix for the

sequence of operation. The instructions shall be approved by the COTR

before being posted.

2.9 FIRE ALARM WIRE AND CABLE

A. General Wire and Cable Requirements: NRTL listed and labeled as

complying with NFPA 70, Article 760.


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B. Signaling Line Circuits: Twisted, shielded pair, not less than No. 18

AWG as recommended by system manufacturer.

1. Circuit Integrity Cable: Twisted shielded pair, NFPA 70, Article

760, Classification CI, for power-limited fire alarm signal service

Type FPL. NRTL listed and labeled as complying with UL 1424 and UL

2196 for a 2-hour rating.

C. Non-Power-Limited Circuits: Solid-copper conductors with 600-V rated,

75 deg C, color-coded insulation.

1. Low-Voltage Circuits: No. 16 AWG, minimum.

2. Line-Voltage Circuits: No. 12 AWG, minimum.


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PART 3 - EXECUTION

3.1 INSTALLATION:

A. Installation shall be in accordance with NFPA 70, 72, and as shown on

the drawings, and as recommended by the major equipment manufacturer.

Fire alarm wiring shall be installed in conduit. All conduit and wire

shall be installed in accordance with, Section 28 05 13 CONDUCTORS AND

CABLES FOR ELECTRONIC SAFETY AND SECURITY, Section 28 05 26 GROUNDING

AND BONDING FOR ELECTRONIC SAFETY AND SECURITY, Section 28 05 28.33

CONDUIT AND BACKBOXES FOR ELECTRONIC SAFETY AND SECURITY, and all

penetrations of smoke and fire barriers shall be protected as required

by Section 07 84 00, FIRESTOPPING.

B. All conduits, junction boxes, conduit supports and hangers shall be

concealed in finished areas and may be exposed in unfinished areas.

C. All new and reused exposed conduits shall be painted in accordance with

Section 09 91 00, PAINTING to match surrounding finished areas and red

in unfinished areas.

D. Speakers shall be ceiling mounted and fully recessed in areas with

suspended ceilings. Speakers shall be wall mounted and recessed in

finished areas without suspended ceilings. Speakers may be surface

mounted in unfinished areas.

E. Strobes shall be flush wall mounted with the bottom of the unit located

80 inches (2,000 mm) above the floor or 6 inches (150 mm) below

ceiling, whichever is lower. Locate and mount to maintain a minimum 36

inches (900 mm) clearance from side obstructions.

F. Where possible, locate water flow and pressure switches a minimum of 12

inches (300 mm) from a fitting that changes the direction of the flow

and a minimum of 36 inches (900 mm) from a valve.

G. Mount valve tamper switches so as not to interfere with the normal

operation of the valve and adjust to operate within 2 revolutions

toward the closed position of the valve control, or when the stem has

moved no more than 1/5 of the distance from its normal position.

H. Connect flow and tamper switches installed under Section 21 13 16, DRY-

PIPE SPRINKLER SYSTEMS.

3.2 TYPICAL OPERATION


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A. Activation of any water flow or pressure switch or smoke detector

shall cause the following operations to occur:

1. Operate the emergency voice communication system in Buildings

indicate buildings. For sprinkler protected buildings, flash strobes

continuously only in the zone of alarm.

2. Continuously sound a temporal pattern general alarm and flash all

strobes in the building in alarm until reset at the local fire alarm

control unit.

3. Release only the magnetic door holders in the smoke zone on the

floor from which alarm was initiated after the alert signal.

4. Transmit a separate alarm signal, via the main fire alarm control

unit to the fire department.

5. Unlock the electrically locked exit doors within the zone of alarm.

B. Operation of any sprinkler system valve supervisory switch, high/low

air pressure switch, shall cause a system supervisory condition.

3.3 TESTS

A. Provide the service of a NICET level III, competent, factory-trained

engineer or technician authorized by the manufacturer of the fire alarm

equipment to technically supervise and participate during all of the

adjustments and tests for the system. Make all adjustments and tests in

the presence of the COTR.

B. When the systems have been completed and prior to the scheduling of the

final inspection, furnish testing equipment and perform the following

tests in the presence of the COTR. When any defects are detected, make

repairs or install replacement components, and repeat the tests until

such time that the complete fire alarm systems meets all contract

requirements. After the system has passed the initial test and been

approved by the COTR, the contractor may request a final inspection.

1. Before energizing the cables and wires, check for correct

connections and test for short circuits, ground faults, continuity,

and insulation.

2. Test the insulation on all installed cable and wiring by standard

methods as recommended by the equipment manufacturer.

3. Run water through all flow switches. Check time delay on water flow

switches. Submit a report listing all water flow switch operations

and their retard time in seconds.

4. Open each alarm initiating and notification circuit to see if

trouble signal actuates.


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5. Ground each alarm initiation and notification circuit and verify

response of trouble signals.

3.4 FINAL INSPECTION AND ACCEPTANCE

A. Prior to final acceptance a minimum 30 day "burn-in" period shall be

provided. The purpose shall be to allow equipment to stabilize and

potential installation and software problems and equipment malfunctions

to be identified and corrected. During this diagnostic period, all

system operations and malfunctions shall be recorded. Final acceptance

will be made upon successful completion of the "burn-in" period and

where the last 14 days is without a system or equipment malfunction.

B. At the final inspection a factory trained representative of the

manufacturer of the major equipment shall repeat the tests in Article

3.3 TESTS and those required by NFPA 72. In addition the representative

shall demonstrate that the systems function properly in every respect.

The demonstration shall be made in the presence of a VA representative.

3.5 FIRE ALARM WIRING INSTALLATION

A. Comply with NECA 1 and NFPA 72.

B. Wiring Method: Install wiring in metal raceway according to Division

26 Section CONDUITS AND BACKBOXES FOR ELECTRICAL SYSTEMS."

1. Install plenum cable in environmental air spaces, including plenum

ceilings.

2. Fire alarm circuits and equipment control wiring associated with the

fire alarm system shall be installed in a dedicated raceway system.

This system shall not be used for any other wire or cable.

C. Wiring Method:

1. Cables and raceways used for fire alarm circuits, and equipment

control wiring associated with the fire alarm system, may not

contain any other wire or cable.

2. Fire-Rated Cables: Use of 2-hour, fire-rated fire alarm cables,

NFPA 70, Types MI and CI, is permitted.

3. Signaling Line Circuits: Power-limited fire alarm cables may be

installed in the same cable or raceway as signaling line circuits.

D. Wiring within Enclosures: Separate power-limited and non-power-limited

conductors as recommended by manufacturer. Install conductors parallel

with or at right angles to sides and back of the enclosure. Bundle,

lace, and train conductors to terminal points with no excess. Connect

conductors that are terminated, spliced, or interrupted in any

enclosure associated with the fire alarm system to terminal blocks.


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Mark each terminal according to the system's wiring diagrams. Make all

connections with approved crimp-on terminal spade lugs, pressure-type

terminal blocks, or plug connectors.

E. Cable Taps: Use numbered terminal strips in junction, pull, and outlet

boxes, cabinets, or equipment enclosures where circuit connections are

made.

F. Color-Coding: Color-code fire alarm conductors differently from the

normal building power wiring. Use one color-code for alarm circuit

wiring and another for supervisory circuits. Color-code audible alarm-

indicating circuits differently from alarm-initiating circuits. Use

different colors for visible alarm-indicating devices. Paint fire

alarm system junction boxes and covers red.

G. Risers: Install at least two vertical cable risers to serve the fire

alarm system. Separate risers in close proximity to each other with a

minimum one-hour-rated wall, so the loss of one riser does not prevent

the receipt or transmission of signals from other floors or zones.

H. Wiring to Remote Alarm Transmitting Device: 1-inch (25-mm) conduit

between the fire alarm control panel and the transmitter. Install

number of conductors and electrical supervision for connecting wiring

as needed to suit monitoring function.

- - END - -

UPGRADE EMERGENCY SWITCHGEAR AND DISTRIBUTION

Documents

Transcript of UPGRADE EMERGENCY SWITCHGEAR AND DISTRIBUTION