UNITED STATES DEPARTMENT OF STATE OVERSEAS BUILDINGS ... · Prevention Plan. The Construction Accident Prevention Plan (CAPP) is a safety and health policy and program management

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UNITED STATES DEPARTMENT OF STATE

OVERSEAS BUILDINGS OPERATIONS

RSO Warehouse Fence, BAGHDAD, IRAQ

A. Other general provisions of the Contract, including FAR clauses by reference or as

amended in Contract Sections B through J, and other Division 1 sections of these

Contract Specifications apply to requirements of this Section; this Section in turn applies

to the Contract Drawings and to Specification Divisions 2 through 16 to be developed by

the Contractor.

B. Refer to Section 01501, Temporary Facilities and Controls, for information on materials,

equipment, and electrical power related to temporary facilities.

C. Regulations and Standards. Governing regulations and specific technical safety and

health requirements for work performed at Project Site and incorporated into this

construction safety and occupational health program include the following:

1. Latest edition of U.S. Army Corps of Engineers (USACE) Safety and Health

Requirements Manual, EM 385-1-1; this document is available at U.S.

Government Printing Office, Washington D.C.

2. DOS Foreign Affairs Manual (FAM), Vol. 6, Subchapter 610 "Safety Health and

Environmental Management Program" shall apply when and where construction

activity impacts on U.S. diplomatic missions and the public.

3. NFPA Code 241, Standard for Safeguarding Construction, Alteration, and

Demolition Operations.

4. ANSI A10 series standards for Safety Requirements for Construction and

Demolition.

5. NFPA Code 51B, Standard for Fire Prevention During Welding, Cutting, and

Other Hot Work.

6. NFPA 10, Standard for Portable Fire Extinguishers.

7. Rigging, by James Headley, Crane Institute of America Publishing Company,

Maintland Florida, 2001.

8. 2001 Food Code, Food and Drug Administration, National Technical Information

Service Publication PD2002-100819, or latest edition.

1.2 SUMMARY

A. The purpose of this Section is to indicate the nature and scope of Contractor

responsibilities for:

1. Construction safety and occupational health for all persons and property at the

Project Site.

2. Developing a Construction Accident Prevention Plan (CAPP) for management

procedures, operations, training, inspections, assessments and reporting of safety

and health matters on site.

1.3 DEFINITIONS

Refer to Contract Glossary for definitions of all safety-related terms, and specifically, Designated

Authority, Hazard, Activity Hazard Aanlysis, Job Hazard Analysis, Qualified Person, and

Confined Space.

1.4 SUBMITTALS

A. Construction Accident Prevention Plan (CAPP).

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1. See Attachment "A", Guidelines for Preparation of the Construction Accident

Prevention Plan. The Construction Accident Prevention Plan (CAPP) is a safety

and health policy and program management document. The CAPP shall be job-

specific, and shall address unusual or unique aspects of the Project. The CAPP is

based upon USACE EM 385-1-1, where it is referred to as "Accident Prevention

Plan (APP)".

2. Before beginning work at the Project Site, submit to Project Director/COR for

acceptance, a detailed CAPP indicating means which will be provided to ensure:

safe access to work areas, protection/safety/health of persons authorized to be at

Project Site, and protection of property on and adjacent to Project Site during all

phases of construction. Include in the text of CAPP a certified statement

executed by Contractor's representative having broad corporate authority

indicating full commitment to accepted CAPP, and level of authority in

assignment of responsibilities for implementation at the Project Site. Include

specific details for meetings, inspections, and training/instruction of Contractor,

subcontractor, and separate contractor employees.

B. Activity and Job Hazard Analysis. Prior to proceeding with performance of work

involving unusual construction operations, work practices, or work involving hazardous

materials, prepare and submit written analysis to Project Director/COR. Do not proceed

with work that has been identified as being potentially hazardous until Project

Director/COR has expressed and recorded "no objection" to proposed methods and

procedures.

C. Hazardous Materials. Contractor shall bring to immediate attention of Project

Director/COR any material suspected of being hazardous which is encountered in

demolition or excavation or used during execution of the work. A determination will be

made by Project Director/COR as to whether to have tests performed to ascertain whether

the material is hazardous; do not proceed with that part of the work until directed by

Project Director/COR.

D. Hazardous Work Permits. Contractors and subcontractors shall submit written requests

to Project Director/COR for all Hazardous Work Permits. Permits are required whenever

construction operations include the following:

1. Hot Work. Includes all work that results in open flame such as welding, cutting,

brazing, and burning. The Contractor shall provide effective fire protection and

prevention at all times during such operations.

2. Confined Space Entry. As defined above, includes work in enclosed areas such

as storage tanks, bins, sewers, in-ground vaults, boilers, vessels, tunnels,

manholes, pits, etc.

3. Internal Combustion Engines. The use of trucks, forklifts, pumps, or generators

powered by petroleum-based fuel when used inside a building, structure, or

confined space.

4. Explosive Actuated Tools. These include powder charged tools manufactured by

Hilti, Remington, Ram Set, and others used for fastening purposes.

5. Explosives. Follow all applicable US and local government regulations. In all

cases close coordination with controlling officials shall be effected.

E. Material Safety Data Sheets (MSDS). Refer to the requirements USACE EM 385-1-1.

F. Minutes of Meetings. Record and submit to Project Director/COR minutes of safety

related meetings, including weekly tool box safety meetings and meetings of the Joint

Safety and Health Committee as described below.

G. Records of Inspection. All records of inspection shall be made available to the Project

Director/COR. Records of inspection shall include documentation of safety, health, and

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housekeeping inspections and corrective actions and timetables associated with any

deficiencies encountered. Documentation shall also be made available for verification

that corrective actions were implemented.

H. Accident Investigation and Reporting. Investigate and submit separate accident report on

each accident resulting in lost time, disabling/fatal injuries, or damage to vehicles,

property, materials, supplies, or to furniture, fixtures, and equipment.

1. Prepare reports on forms supplied by and in accordance with instructions of

Project Director/COR. Include in each report Contractor's recommendations and

statement of actions taken to prevent recurrence of accident. Submit report of

each accident with 24 hours of accident or mishap, except as otherwise indicated

by requirements or governing regulations.

2. Except as may be otherwise requested by Project Director/COR during time of

contract, report major accidents and mishaps on Form (3-92) DS-1663, related

instruction sheet available from the Project Director/COR.

1.5 PROJECT CONDITIONS

A. General. Continue management and implementation of safety and health program

through time of construction. Comply with conditions existing and developing at Project

Site, and with requests of Project Director/COR. Acceptance by Project Director/COR

will not relieve the Contractor of overall responsibility for compliance with the strict

interpretation of all safety and health requirements of the Contract.

B. The Project Director/COR reserves the right to suspend work when and where the

Contractor's safety and health program is considered to be operating in an inadequate

manner, has severe shortcomings, or is not in compliance. This shall include failures to

complete required submittals within the time periods specified.

PART 2 – PRODUCTS

2.1 MATERIALS AND EQUIPMENT

Materials, equipment, and workmanship for temporary facilities described in this Section shall be

provided and performed in accordance with requirements in Section 01501, Temporary Facilities

and Controls.

PART 3 - EXECUTION

3.1 IMPLEMENTATION OF CONSTRUCTION ACCIDENT PREVENTION PLAN

A. Management and Corporate Commitment. Implementation and management of accepted

CAPP shall have full cooperation and support of management at the broad, corporate

level. Full cooperation and support shall be expressed by written statement executed by a

senior officer of the construction contracting firm/corporation, included with the CAPP as

described in this Section.

B. Safety and Health Rules. The Contractor shall establish and enforce clearly written,

definitive rules to be followed by employees of Contractor, subcontractors, and separate

contractors at Project Site, applicable for performance of each unit of work. Prominently

post notices in English, the host national language, and third country languages, if

appropriate, stating that failure to comply with safety and health rules may cause

immediate termination of employment. Post safety and health rules at the Project Site

and provide a copy to each subcontractor prior to the commencement of work.

C. Emergency Resources. The Contractor shall establish, jointly with OBO, a listing of

telephone numbers and location of ambulance, physician, hospital, fire, police, and other

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sources of emergency assistance. This information shall be conspicuously posted in

several locations on Project Site.

D. Emergency Communication. Wireless telephone service shall be the preferred method of

emergency communications. Emergency communication access shall be available to site

medical personnel and nearby medical clinic or hospital.

E. Emergency Plans. The Contractor shall establish, jointly with the Project Director/COR

and OBO Site Security Manager, plans to ensure safety of all persons at Project Site in

the event of fire or other emergency, and review with all effected employees. Emergency

plans shall be tested quarterly using drills to ascertain and ensure their effectiveness.

Testing of emergency plans shall be conducted jointly by USG and Contractor staff.

1. Plans shall include: Escape procedures and routes, method of accounting for

employees following emergency evacuation, identification of source and location

for rescue and medical assistance, means of reporting emergencies, and persons

to be contacted for information or clarification.

2. Planning for Project shall include total system response capabilities to minimize

consequences of accidents, natural disasters, or other emergencies.

3. On-site emergency planning shall be integrated with off-site emergency support.

4. The number of persons permitted in any location shall be limited to rescue and

escape capability, as determined by Contractor and in concurrence with Project

Director/COR.

F. Emergency alert systems shall be identified, selected, installed, and tested to alert all

persons likely to be affected by existing or imminent disaster conditions, and to alert and

summon personnel and equipment comprising emergency response capability.

G. General Orientation. Contractor to provide orientation for new employees regarding

safety and health policies, and work rules.

H. Specific Training.

1. Provide specific training to supervisory personnel and all craft workers of the

Contractor and subcontractors in proper use and care of specific personal

protective gear, equipment, and clothing.

2. Contractor and subcontractor employees shall be trained and supervised by

qualified persons to perform, safely and confidently, recognized hazardous work

operations and work performed with hazardous conditions to which they have

been assigned.

I. Safety and Health Program Manager (SHPM).

1. Assign to the Project Site a full-time SHPM whose duties shall be the effective

implementation, coordination, and enforcement of the CAPP. Provide support to

the SHPM for the duration of the Contract. Notices posted at Project Site shall

name the SHPM and describe the authority held by the position.

2. Qualification. The SHPM shall be a qualified, experienced construction industry

professional having ability and authority to manage CAPP. The SHPM shall be

qualified to anticipate, identify, evaluate, and implement corrective action in

relation to potential safety and health hazards and dangerous exposures.

J. Joint Safety and Health Committee. Establish for the project, a functioning Joint Safety

and Health Committee. Membership to include management or supervisory personnel of

the Contractor and subcontractors and OBO representatives as may be needed. The Joint

Safety and Health Committee, chaired by the SHPM, shall meet at regularly scheduled

times and at other times as determined by the Project Director/COR. The committee

shall:

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1. Coordinate the management of safety and health activities and actions for

effective protection.

2. Determine implementation of new safety and health measures related to

forthcoming construction activities.

3. Anticipate and analyze potentially hazardous conditions, and implement safe and

healthy solutions.

4. Perform Activity and Job Hazard Analysis for work activities involving unusual

construction operations, work practices, or work involving hazardous materials.

Develop methods and procedures to reduce identified hazards to greatest extent

possible.

K. Inspections.

1. Frequent safety, health, and housekeeping inspections shall be conducted by

qualified persons of temporary structures, fabrication shops, material, machinery

and equipment at the Project Site. All inspections shall be documented by

qualified persons. Documentation shall include any deficiencies encountered

along with details and timetable for corrective actions.

2. The SHPM shall be responsible to identify and coordinate all safety, health, and

housekeeping inspections.

3. The SHPM shall be responsible to verify, document, and ensure that all

corrective actions have been implemented.

L. Tool Box Meetings. Contractor shall hold "tool box" safety meetings once each week.

Require attendance by all tradespersons, laborers, foremen, and supervisors at Project

Site; include those of separate contractors. Discuss current construction operations,

analyze hazards, and communicate solutions.

3.2 TOOLS, EQUIPMENT, AND MACHINERY

A. Quality. Hand tools, power tools, equipment, machinery, materials, and personal

protective apparatus shall be of manufacturer listed by U.S. or internationally recognized

testing laboratory for specific application for which they are to be used. They shall be

quality products recognized for professional construction use, applications, and work

practices.

B. Safe Clearance Procedure. Prior to initial use, and periodically thereafter at times of

continued use, provide inspections of construction tools, equipment, and machinery. Do

not permit continued use of tools, equipment, and machinery that are not in satisfactory

working condition. Immediately upon identification of damage or malfunction, tag and

remove from Project Site. Do not allow return of items until repaired or reprocessed in

compliance with industry practice. Engage qualified persons to make such inspections

and repair. Prepare written records, including recommendations for corrections of

defects and misapplication.

C. Machinery and Mechanized Equipment.

1. Prior to being placed in use, all machinery and mechanized equipment shall be

inspected and tested by qualified personnel and certified to be in safe operating

condition. Records of tests and inspections shall be maintained at the site by the

Contractor and shall become part of the official project file.

2. Tower cranes, crawler cranes, truck and wheel mounted cranes and material

hoists shall be erected, tested, maintained, and repaired in accordance with the

manufacturer’s recommendations. All actions shall be documented.

a) Tower cranes shall be inspected quarterly for operation and structural

integrity in accordance with manufacturer’s recommendations.

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3. Hoisting Equipment. Provide general-use manufactured apparatus for hoisting

and material handling equipment, suitable for Project configuration, that is, for

the number of stories and similar considerations and for the suitable handling of

materials, fabrications, tools, equipment, work platforms, and, where applicable,

for the transportation of craftspersons between grade and floor levels.

D. Walking and Working Surfaces.

1. Scaffolding shall be a standard, medium- to heavy-duty welded tubular frame or

a project-designed steel tube and clamp system. All components shall be

manufactured and tested according to international standards. All types of

manufactured scaffolding systems shall include the scaffold manufacturer’s

integrated access stairway sections, handrails, and walking platforms.

2. For all cast-in-place concrete installations of walls, columns, beams and slabs,

provide manufacturer’s standard access scaffolding and work platforms which

are an integral part of a pre-engineered, reusable, factory built concrete

forming/shoring system consisting of pre-fabricated modular metal framed

plywood or all metal panels.

3. Protect openings in floor slabs of more than 0.03 square meters (46 square

inches) in area. Provide guardrails at floor slab edges that are not yet

permanently walled off, where located more than 1.25 meters (4 feet) above

grade or adjoining floor/deck surface.

E. Access to Construction Operations. Provide ramps, stairs, ladders, and similar devices for

craftsperson, inspector, authorized visitor, and USG personnel access and egress.

F. Noise Reduction. Minimize the generation of noises through the efficient and shielded

use of materials, tools, processes and procedures. Restrict the use of noise or impact-

producing tools to necessary prosecution of the work. These actions shall seek to

minimize complaints from nearby occupancies, and comply with requests of local

authorities.

3.3 SITE MAINTENANCE, PROTECTION, AND SANITATION

A. General. Provide indirect, work-related, temporary support facilities and services as

described below in conjunction with performance of work at Project Site.

1. Comply with Host Country governing regulations as enforced by authorities;

including building codes, requirements of utility companies, health/safety

regulations by police/rescue/fire departments, environmental protection

regulations, and similar applicable regulations.

2. Inspections. Arrange for required inspections, certifications, and permits, for

installation and use of each temporary facility, prior to use; as may be required

by governing authorities and franchised service vendors.

3. Maintain temporary facilities in clean, sanitary, and safe operating conditions;

and do not allow conditions of use to become inefficient, overloaded, hazardous,

or otherwise deleterious to the USG's interests; comply with the Project

Director’s/COR’s requests.

B. Fire Protection. Except as otherwise indicated, and in every instance, expedite/complete

and place into service permanent fire protection system and equipment. Prior to the time

permanent facilities are placed into service, provide temporary fire protection facilities,

as will be adequate for conditions at the Project Site. Where possible, arrange jointly

with Project Director/COR and local fire department to respond to calls for assistance and

service in cases of fire emergency. Provide temporary portable fire extinguishers,

complying with applicable provisions of NFPA 10, Standard for Portable Fire

Extinguishers, and UL rated; multi-purpose dry chemical type, 5.0 kg size, UL-rated "4-

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A:60-B:C." Maintain unobstructed access to fire extinguishers and locate at each prime

point of access to each story of construction, and at each principal office, lunch room,

fabrication shop, storage enclosure, gate/guard house, and similar temporary facility at

Project Site. Prohibit smoking, except in designated areas of relatively low fire hazard.

During welding, cutting, and burning, comply with NFPA 51B, Standard for Fire

Prevention During Welding, Cutting, and Other Hot Work, in fire-hazardous areas of

exposure, provide stand-by fire-protection personnel and adequate supervision of

operations.

C. First Aid. At project sites on which more than 99 and less than 300 persons are employed

(greatest number being the total number of employees on a shift), establish and equip, as

directed by a licensed physician, a first aid station staffed full time with a professional

nurse trained in emergency response. If medical clinics or hospitals are accessible within

five minutes of the project site, the facilities may be approved by a licensed physician for

use, in lieu of a first aid station.

D. Barricades, Closures, and Traffic Control. Provide substantial barricade-type closures

and rails at locations where encroachment of a physically hazardous condition in

construction is possible, for equipment, tradespersons, and others at or adjoining the

Project Site. Provide sidewalk bridge type protective structure where traffic, vehicular

and pedestrian, cannot be excluded from hazardous areas under and nearby overhead

work in progress. Provide appropriate warning signs, flashing-type warning lights, and

adequate general lighting at principal barricades which are not intended to be crash-proof.

Maintain barricades through periods of exposure to hazardous conditions.

E. Roadways and Walkways. Establish safe roadways and walkways in and around Project

Site, and connecting with adjoining public thoroughfares. Provide signage and other

markings; including traffic control signage and signals, as may be necessary and useful in

controlling traffic and in restricting traffic from passing through other areas. Cooperate

with local officials in the establishment and/or adjustment of street entrance/exiting

signals and signs. Do not allow established traffic ways to become encumbered or

obstructed with work activities, materials, parked vehicles, equipment, and similar

elements. In particular, keep established entrance-and-exit passages clear for medical

emergencies, escape, fire fighting, and other emergency access and egress.

F. Environmental Protection. Provide facilities and services as may be required by

governing authorities to protect the environment; as it may be affected by performance of

the work at the Project Site, and elsewhere, wherever work is in progress. Minimize the

generation of wastes and avoid the pollution of every element of the environment.

Prohibit the discharging and accidental loss of substances from the construction process

that could possibly contaminate the atmosphere, surface or ground water, soil or subsoil.

G. Excavation and Demolition.

1. The Contractor, before commencement of any part of excavation or demolition,

shall give any notices required to be given to adjoining landowners or other

parties. Contractor shall initiate all necessary protective provisions prior to

excavation or demolition of any site improvement.

2. Before excavation or demolition of any site improvement, Contractor shall

examine structural condition of all adjacent structures or infrastructure, whether

on site or on adjoining property. Based on examination, where there is reason to

believe planned excavation or demolition will cause damage or unsafe conditions

to adjacent structures or infrastructure, excavation or demolition operations shall

not be performed until means have been provided to insure stability and prevent

collapse of adjacent structures or infrastructure. Such means shall consist of

sheet piling, shoring, bracing, underpinning, or equivalent.

3. Other protective provisions shall include, at a minimum, temporary protective

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coverings or enclosures of adjoining work, warning signs, and similar provisions.

H. Dust Control. Where and when applicable, implement a suitable program for dust control

in and around the Project Site, designed to reduce dust generation/ distribution to

reasonable level. Coordinate with environmental protection program.

I. Rodent, Pest, and Vermin Control. Employ specialized services to eliminate or minimize

the threat of deleterious effects from insects, animals, and other vermin at Project Site.

Up to and at the time of substantial completion, the Project and Project Site will be

relatively free of entrenched and harbored pests of every description. Employ only

environmentally safe methods and products in the control of rodents, pests and other

vermin.

J. Potable Water. Where reasonably possible, provide potable water for entire water

requirement of construction period. Where and when that is not possible, provide potable

water for drinking and other uses where specified; clearly marked with signage in

multiple languages as appropriate for site location; with source as Contractor's option:

City-controlled piped water, well on site, commercially bottled water, or other reliable

source. Demonstrate on a monthly basis to the Project Director/COR that the potable

water from all selected sources is safe for human consumption. Sterilize piping of

temporary potable water systems prior to use.

K. Construction Site Sanitation and Health Facilities.

1. Toilets Facilities and Restrooms.

a) Toilet facilities are defined as enclosures containing one or more toilet

fixtures or commodes for the purpose of defecation or urination or both.

A urinal is a toilet fixture maintained within a toilet room for the sole

purpose of urination. A toilet facility or restroom may be a temporary

structure, portable units, or a permanent facility.

b) The Project Site shall be provided with adequate toilet facilities.

Separate facilities shall be provided for each sex and properly labeled in

English and the commonly understood local language. Pictograms shall

be used. The sewage disposal method shall comply with the

requirements of the authority having jurisdiction. Toilet facilities shall

be provided so as to be readily accessible to all employees. As far as is

practicable, toilet facilities shall be located within sixty-one (61) meters

(200 feet) of all locations where workers are regularly performing the

work. The number of toilet fixtures shall be based on the anticipated

maximum number of workers at Project Site. An adequate supply of

toilet paper shall be maintained at all times. A hand-washing lavatory

shall be provided in close proximity to all toilet facilities.

c) The construction and installation of toilet facilities shall be accepted by

the Project Director/COR and shall be in compliance with, if appropriate,

all-applicable local jurisdictional codes. The floors, walls, partition, and

doors of all toilet facilities shall be of a hard, impervious finish that can

be easily cleaned. Floors shall be concrete. Walls and partitions shall be

constructed of concrete masonry units, and doors shall be of metal or

solid wood. All surface finishes shall be chosen to facilitate cleaning

and the maintenance of the highest standards of sanitation.

d) Each toilet or commode shall occupy a separate compartment or stall

which shall be equipped with a door and latch. Partitions and doors shall

be of nonabsorbent materials. The walls of compartments, stalls, or

partitions between the toilets or commodes may be less that the height of

room walls, but the top shall not be less than one hundred seventy-three

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(173) centimeters (5 feet, 8 inches) from the floor and the bottom not

more than thirty (30) centimeters (1 foot) above the floor.

e) In all newly constructed toilet rooms, the floors and exterior walls to a

height of fifteen (15) centimeters (6 inches) above the floor shall be of

watertight construction to facilitate cleaning and sanitation.

f) Every toilet fixture, commode, or urinal shall be so installed that the

space around and behind the fixture can be easily cleaned.

g) Where non-sewer waste disposal systems are permitted, these shall be of

a type accepted by the local health authorities having jurisdiction. These

systems shall be maintained in a sanitary condition.

2. Lavatories and Personal Washing Facilities.

a) A lavatory is a basin or similar vessel for washing hands, arms, face and

head. Adequate facilities for maintaining personal cleanliness shall be

provided at the Project Site. Facilities shall be convenient for employee

access and shall be maintained in a sanitary condition.

b) Lavatories shall be provided at or adjacent to all toilet facilities.

Lavatories with adequate hot (43°-60°C or 110°-140°F) and cold water

shall be provided. Mixing or combination supply fixtures are preferable.

Sixty (60) centimeter diameter (24 inch) basin rims shall be considered

as equal to one lavatory. In all instances, a dispenser containing a

suitable skin cleaning agent shall be provided at each lavatory.

3. Drinking Fountains and Dispensers.

a) Provide an adequate number of drinking water fountains or dispensers,

distributed for convenience and efficiency, around the Project Site and

service support areas. Maintain an adequate supply of sanitary

disposable paper cups and waste receptacles at each water dispenser.

b) Provide bottled drinking water where piped potable water service is not

available.

4. Shower Facilities.

a) Where employees are exposed to skin contamination with poisonous,

infectious, or irritating material (cement, lime, solvents, etc.), or where

unsanitary or unhealthful working conditions require bathing before

leaving the Project Site, the Contractor shall provide shower facilities in

the ratio of one per each fifteen persons so exposed. Showers shall be

supplied with ample hot (43°-60°C or 110°-140°F) and cold water.

b) A dispenser containing a suitable skin-cleaning agent shall be provided at

each shower. Individual hand towels of cloth or paper shall be provided.

Proper receptacles or other sanitary means shall be provided for the

disposal of used towels. The provision of a loop towel rack for general

or common use shall be prohibited as unsanitary.

5. Laundry Facilities.

a) Provide laundering of work clothing and coveralls that have become

contaminated with poisonous, irritating or infectious material (cement,

lime, solvents, etc.). The Contractor shall provide clean sets of

laundered clothing or coveralls as part of the protective clothing

requirement.

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b) Should the process in which the worker is engaged be such that the

individual’s work clothing becomes wet or has to be washed between

shifts, the Contractor shall make such provision to dry such clothing

before reuse.

6. Changing Rooms.

a) Changing or dressing rooms shall be provided whenever it is the local

practice or a requirement to change from street clothing to work clothing.

b) Street and work clothing shall not be stored in contact with each other in

changing rooms.

7. Lunch Rooms, Mess Halls, Dining Facilities, and Food Service Operations.

a) An enclosed facility shall be provided and set aside specifically for

employees to eat lunch at the Project Site. The minimum area per person

shall be specified as 1.0 square meter or 11 square feet. The Contractor

shall provide such enclosed facilities to accommodate at one time 50% of

the maximum number of non-office-occupant personnel anticipated and

as authorized to be at Project Site.

b) These facilities shall be equipped with tables and chairs or benches to

seat the number of persons anticipated. The Contractor shall specify

suitable floor, wall, and ceiling finishes, doors and windows, screening,

and suitable fixtures and accessories. The Contractor shall provide

general lighting, HVAC system, and drinking fountains or dispensers.

c) These dining facilities shall be physically separated from toilets at a

minimum distance of sixty-one (61) meters (200 feet). Dining facilities

shall be physically separated from all locations where there is the threat

of exposure to toxic or infectious materials.

d) Perishable home-prepared lunches are a potential source of food-borne

illness when stored at room temperature. Accordingly, the Contractor

shall provide refrigeration facilities capable of maintaining a temperature

of 7°C or 45°F or lower for the storage of lunches prior to consumption.

Should local law require that meals be provided, the Contractor shall

accommodate those requirements.

e) The Contractor shall provide space, utilities, and support services for the

installation of vending machines for drinks and incidental foods. The

Contractor shall establish, administer, and supervise service contracts

with local vending firms. These contracts and the plan for their

execution in practice must be cleared by the Project Director/COR and

the Site Security Manager.

f) If the Contractor provides prepared or pre-prepared catered meals at the

Project Site, all employee food service facilities and operations shall

meet and comply with relevant requirements of the FDA 2001 Food

Code or latest edition.

L. Waste Handling and Janitorial Services.

1. General. Provide proper and adequate segregated waste containers for the

collection and removal of waste materials in different categories. These include,

but are not limited to: hazardous wastes, flammable wastes, sanitary and health-

care wastes, garbage, wastes for recycling as required by local authorities, inert

and dry wastes, and incidental debris from the construction process. Dispose of

general non-organic wastes at seven (7) day intervals. Dispose of organic,

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garbage, and similar temperature-sensitive wastes at three (3) day intervals when

the average outdoors-daily maximum temperature can be expected to be above

18°C. Clean waste containers regularly and adequately. Dispose of wastes in a

lawful manner.

a) Contractor may develop and implement a waste management plan that

quantifies material diversion goals and methods of salvage and recycling

in order to earn LEED points as described in Contract Section C.

2. On a daily basis the Contractor shall keep the Project and Construction Site clean

and clear of accumulated wastes, including surplus materials, trimmings,

incidental demolished work, and construction debris. Clean completed elements

and portions of work, and maintain in "broom clean" condition, except as

otherwise indicated by the Project Director/COR.

3. On a daily basis, provide janitorial services, including the restocking of

disposable products, for the maintenance of temporary offices, security spaces,

toilets, first-aid rooms, lunchrooms, shower/locker rooms, and similar facilities.

Scrub toilet and first-aid room fixtures and floors daily, and scrub floors and

walls of shower rooms daily. Provide weekly cleaning, damp mopping, or

vacuuming, as may be appropriate, for other floors. Provide monthly washing of

windows and cleaning of other walls, ceilings, light fixtures, and similar facility

surfaces. Comply with the Project Director’s/COR’s specific requests to

maintain facilities in a reasonably clean and sanitary condition at all times.

Extend janitorial services to include permanent facilities as may be authorized for

use as temporary facilities.

END OF SECTION 01521

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U.S. DEPARTMENT OF STATE

OVERSEAS BUILDINGS OPERATIONS

RSO Warehouse Fence

CONSTRUCTION ACCIDENT PREVENTION PLAN (CAPP)

NAME OF CONTRACTOR:

POLICY.

The (name of Contractor) accident prevention policy, ensures that all of our employees have a firm

understanding of our company's position regarding the protection of all persons, public, and property

during all phases of new construction and renovation works, of U.S. Department of State buildings. In

implementation of the accident prevention policy, (name of Contractor) accepts full responsibility for the

establishment and implementation of an effective construction safety and occupational health program at

the project site.

PURPOSE.

The Construction Accident Prevention Plan (CAPP), herein, establishes organizational and management

elements necessary to implement an effective Safety and Health Program. The CAPP, as a policy and

management document, will comply with the latest edition, of the U.S. Army Corps of Engineers Safety

And Health Requirements Manual EM 385-1-1.

The objective of (name of Contractor) is to provide for a safe working construction environment, a strong

safety awareness by all of our supervisors and workers, and the safe use of tools, machinery and

equipment.

REFERENCE DOCUMENTS. The Project will comply with the following regulations:

U.S. Army Corps of Engineers, Safety and Health Requirements Manual, EM 385-1-1, latest edition.

U.S. Department of State Foreign Affairs Manual Volume 6 Subchapter 610, Safety Health and

Environmental Management Program, with latest changes.

NFPA Code 241, Standard for Safeguarding Construction, Alteration, and Demolition Operations.

ANSI A10 series standards for Safety Requirements for Construction and Demolition.

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

NFPA 70, National Electrical Code.

NFPA 10, Standard for Portable Fire Extinguishers.

2001 Food Code, Food and Drug Administration, National Technical Information Service Publication

PD2002-100819, or latest edition.

Rigging, by James Headley, Crane Institute of America Publishing Company, Maintland Florida,

2001.

ORGANIZATIONAL/ADMINISTRATIVE RESPONSIBILITY FOR CAPP.

Mr./Ms. (name), the Project Manager, has been given full authority, responsibility, and support by (name

of Contractor) for the administration and implementation of the CAPP.

Safety and Health Program Manager (SHPM).

To assist our Project Manager, a qualified Safety and Health Program Manager (SHPM) will be appointed

(full time) to administer and implement the (CAPP). The Project Manager and the Safety and Health

Program Manager have been delegated with corporate responsibility and authority to identify safe and

unhealthful conditions and to take corrective action to abate or eliminate such conditions. The SHPM is a

14

qualified, experienced, construction industry professional possessing the ability and authority to manage

this CAPP. The SHPM will anticipate, identify, evaluate, and implement corrective action to abate or

reduce potential safety and health hazards and dangerous exposures.

Joint Safety and Health Committee.

(name of Contractor) will establish for the duration of the project a functional Joint Safety and Health

Committee for this project. Membership will be by official appointment and will include supervisory

personnel from our company and from our subcontractors. The SHPM will coordinate and delegate the

activities of the Committee.

PROGRAM MANAGEMENT REQUIREMENTS.

Emergency Plans.

(name of Contractor) will establish jointly with Project Director/COR, in the event of fire or other

emergency, Emergency Plans for the safe evacuation of all persons at the Project Site. Emergency Plans

that are relative to (name of Contractor) construction operations will be submitted to the Project

Director/COR for acceptance. Plans will be tested/evaluated monthly to ascertain their effectiveness.

First Aid Station.

(name of Contractor) understands that on OBO construction project sites on which more than 99 and less

than 300 persons are employed (greatest number being the total number of employees on a shift) at the

site, there shall be established and equipped, as directed by a licensed physician, a first aid station staffed

full time with a professional nurse trained in emergency response. If medical clinics or hospitals are

accessible within five minutes of the project site, the facilities may be approved by a licensed physician

for use, in lieu of a first aid station.

Activity and Worker Hazard Analysis.

The Project Manager, SHPM, and the Joint Safety and Health Committee, will assess safety and health

issues associated with special construction activities in the schedule. Prior to each major phase of the

work, the Project Manager will prepare and submit an Activity and Worker Hazard Analysis report to the

Project Director/COR for acceptance.

Safety Training and Orientation.

"New Hire" training will be conducted by . New employees to the Project Site will be required to

attend an employee safety orientation program, at which time, safety rules will be explained by the

SHPM.

A copy of the project safety rules will be given to each new employee, who will be required to sign a

statement stating that he/she has been instructed in the safety philosophy of the company, have been given

a copy of the project safety rules, and understand them.

In addition, all employees will observe and obey rules at Post governing the conduct and behavior of

persons performing construction work in an occupied U.S. Department of State facility.

Violation of Safety Rules.

(name of Contractor) will initiate a procedure/mechanism to discipline all workers who repeatedly violate

safety rules. (Example: the procedure may include the termination of an employee after one verbal and

two written warnings for the same violation).

Tool Box Safety Meetings – Coordination and Communication.

To ensure better safety and health awareness, (name of Contractor) will communicate, through weekly

Tool Box meetings, a corporate safety and health philosophy to all construction personnel. Records of

attendance and documentation of topics for each meeting will be kept. Topics will include but not be

limited to protection of employees, personal protective clothing/equipment, fall protection, fire

15

prevention, fire protection, emergency evacuation procedures, and the safe use of power tools and

machinery.

Material Safety Data Sheets.

Material Safety Data Sheets (MSDS) for all hazardous chemical substances in use on Project Site will be

obtained from the manufacturer and kept on Project Site. Workers who are assigned to work with

hazardous substances will be trained in the proper procedures and precautionary measures to be taken

while using such substances/products.

Safe Clearance Procedure.

Prior to initial use, and periodically thereafter at times of continued use, (name of Contractor) will inspect

all construction tools, equipment and machinery. (name of Contractor) will not permit continued use of

tools equipment and machinery which are not in good condition. Damaged or malfunctioning tools or

equipment will be tagged and immediately removed from service.

Hazardous Work Permits.

(name of Contractor) and subcontractors will submit written requests to Project Director/COR for

Hazardous Work Permits when construction operations include the following:

1. Hot Work. Work that results in open flames such as welding, cutting, brazing and

burning. (name of Contractor) will provide effective fire protection and prevention at all

times during such operations.

2. Confined Space Entry. Work in enclosed areas such as storage tanks, bins, sewers, in-

ground vaults, boilers, tunnels, manholes etc.

3. Internal Combustion Engines. Use of trucks, forklifts, pumps, or generators, powered by

petroleum-based fuel, when inside a building structure or confined space.

4. Explosive Actuated Tools. Powder charged tools (Hilti, Remington, Ram Set and other

manufactures) used for fastening purposes.

Temporary Electrical Power.

(name of Contractor), if requested, will submit to Project Director/COR, for acceptance, a plan of

proposed temporary power distribution and the means of protection of all circuits including receptacles,

grounding, and ground fault circuit interrupters.

Inspections.

Under the direction of the SHPM, (name of Contractor) will provide for frequent safety, health, and

housekeeping inspections of Project Site. Temporary structures, fabrication shops, material storage areas,

all machinery, tools and equipment will be inspected to ensure compliance with USACE Safety and

Health Requirements Manual EM 385-1-1. Records of inspections, and a timetable for corrective action

will be maintained.

Reporting Work Related Injuries.

All work related injuries will be reported to Project Director/COR. A daily log of first aid treatment will

be kept at the location of the first aid station. Injuries requiring off-site medical treatment will be reported

to Project Director/COR. An accident report will be completed by a supervisor or foreman for each work

related injury or illness resulting in lost time.

Accident Investigation.

All accidents involving death, multiple hospitalizations, or excessive property damage will be officially

investigated and reported under the authority and direction of the Project Director/COR.

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END OF ATTACHMENT “A” SECTION 01521

SECTION 01771 – CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.6 RELATED DOCUMENTS

A. Other general provisions of the Contract, including FAR clauses by reference or as

amended in Contract Sections B through J, and other Division 1 sections of these

Contract Specifications apply to requirements of this Section; this Section in turn applies

to the Contract Drawings and to Specification Divisions 2 through 16 to be developed by

the Contractor.

B. Refer to individual technical specification sections of Divisions 2 through 16 which shall

be developed by the Contractor during the design phase, for unique completion and

closeout requirements for each unit of work, including unique closeout submittal

requirements.

C. Refer to Section 01101, Construction Execution and Coordination, for information

related to field engineering activities, construction coordination documentation, and

handling of government-furnished furniture.

D. Refer to Section 01331, Construction Submittals, for information related to submittal of

record documents.

E. Refer to Section 01401, Contractor’s Quality Control, for information related to

development of the punch list (Schedule of Defects).

F. Refer to Section 01501, Temporary Facilities and Controls, for information related to

removal and demolition of temporary facilities and restoration of permanent facilities.

G. Refer to Section 01781, Operation and Maintenance Data, for information related to

warranties and maintenance agreements and preparation of Operation and Maintenance

Data.

H. Refer to Section 01811, Start-up and Commissioning, for information related to

commissioning requirements and commencement of warranty periods.

I. Refer to Section 01821, Demonstration and Training, for information related to training

records.

1.7 SUMMARY

A. The requirements of this Section relate, primarily, to administration and procedures for

the following:

1. Achieving "Substantial Completion"

2. Achieving "Final Acceptance"

3. Record documents and final submittals

4. Warranty management

5. Other closeout and turnover activities

1.8 SUBMITTALS

A. In accordance with the details described in this section, Contractor shall submit the

following:

1. Request for inspection and Certification of Substantial Completion

2. Request for final inspection

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3. Final Record Documents

1.9 SUBSTANTIAL COMPLETION PROCEDURES

A. General: Before or concurrently with request to the Project Director/COR for inspection

and Certification of Substantial Completion, either on the entire work of the Contractor or

each defined portion thereof, complete the following related to that part of the work:

1. In the Progress Payment Request, which coincides with or follows the date

claimed for Substantial Completion, either show "100 percent complete" or list

non-substantial items of work that remain incomplete, along with percentage

completion and explanation for being incomplete; include copies of supporting

documentation.

2. In accordance with Section 01781, Operation and Maintenance Data, and similar

sections, submit specific warranties, workmanship/maintenance bonds,

maintenance agreements, certifications, and similar documents relating to

continuing obligations.

3. Obtain and submit releases, enabling the USG's full-and unrestricted use of the

work and access to services and utilities, including occupancy permits, operating

certificates, and similar documents.

4. Submit record documents as described below to the Project Director/COR.

5. Deliver in the manner requested by the Project Director/COR,

operating/maintenance tools, surplus Government-furnished materials, spare

parts, required extra stock of materials (attic stock), keys to locks, and similar

required physical items.

6. Submit Commissioning Report in accordance with Section 01811, Start-up and

Commissioning. Commissioning activities not completed prior to substantial

completion shall be recorded as punch list items on the Schedule of Defects.

7. Make final changeover from temporary facilities/services to permanent,

including lock cylinders and similar items. Advise everyone at Project Site of

precise time for each changeover; comply with the Project Director’s/COR’s

requests on timing of security-related changeovers.

8. Complete start-up testing of systems, and instruction of the USG's operating and

maintenance personnel.

9. Remove temporary facilities, construction tools and equipment, mock-ups,

rejected materials, and similar items of construction not incorporated into

permanent work; including surplus materials.

10. Report uninstalled government-furnished furniture and arrange for transfer to

post as described below.

11. Make physical adjustments, correct minor defects, touch-up finishes, lubricate

operating parts, and clean equipment and surfaces as required for use, occupancy,

and operation.

12. Provide certification that asbestos and lead paint were not introduced as building

material during the construction of the building in accordance with requirements

of Contract Section H.

B. The Project Director/COR will respond to each request by Contractor for certification of

Substantial Completion, either by promptly providing a statement of known deficiencies

in the work, or by proceeding with requested initial inspection of that part of the work.

1. Substantial Items. Following inspections, the Project Director/COR will submit

to the Contractor a list of all work items deemed substantial and not completed,

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not to the agreed upon standard of quality or performance, or patently deficient.

These shall be completed, corrected, or otherwise brought up to standard prior to

issuance of any requested certification.

2. After effecting completion and corrective actions, the Contractor shall request re-

inspection, in writing, of the Project Director/COR.

3. When completion and corrective actions have been made, the Project

Director/COR will prepare and issue a Certificate of Substantial Completion.

This Certificate may or may not be accompanied by a listing of non-substantial

items, as defined below.

4. Non-Substantial Items. The Certificate of Substantial Completion may be issued

with a list of all remaining omissions, deficiencies, and patent defects deemed by

the Project Director/COR to be non-substantial. These items shall be completed

and corrected prior to the issuance of the Certificate of Final Acceptance.

5. All omissions, deficiencies, and patent defects will be included in initial and

subsequent punch lists (Schedules of Defects) and shall be a matter of project

record. Initial punch lists shall be prepared as described in Section 01401,

Contractor’s Quality Control. All punch list items shall be documented and

resolved prior to the issuance of the Certificate of Final Acceptance.

6. In addition to the above actions and remedies, the Contractor shall be responsible

for all omissions, deficiencies, patent and latent deficiencies not uncovered in the

course of the several inspections. The Project Director/COR shall determine

applicability of these items to the agreed upon standards of contract performance.

1.10 PROCEDURES FOR FINAL ACCEPTANCE

A. General. The Contractor shall notify the Project Director/COR at least fifteen (15)

calendar days prior to the point in time at which the Contractor believes all Contract work

shall be ready for final USG inspection, systems validation, and testing. The USG will

proceed without delay to initiate preliminary inspections and testing. The USG shall then

promptly notify the Contractor in writing should it determine that portions of work not be

ready for final acceptance. Further, the USG shall notify the Contractor whether any

such portion of work may separately delay final acceptance beyond the final acceptance

of other portions of work.

B. Prior to Final Inspection and Testing. The Contractor shall complete the following before

requesting final inspection and testing of the work:

1. Complete and correct all Schedule of Defects (Punch List) work items

determined to be "non-substantial." These are items identified by the Project

Director/COR at the time of the issuance of the Certificate of Substantial

Completion.

2. Provide a copy of the Project Director’s/COR’s Schedule of Defects (Punch

List), bearing the Contractor's certified statement of completion or correction,

itemized for each work element identified thereon AND the Project

Director’s/COR’s acceptance by endorsement.

3. Provide final certificates of insurance for products installed, as required.

4. Provide final certificates of insurance for completed operations, as required.

5. Provide the final meter-readings and service-dates for utilities and services paid

for by Contractor. Where applicable, provide the beginning meter-readings and

service-dates for utilities and services to be paid for by the USG. Include similar

cut-off points, measurements, and readings for stored fuels and other consumable

products and services.

6. If applicable, provide a project Statement of "Consent of Surety."

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7. Prepare an updated final statement, showing extended sequence and accounting

of final changes to Contract Price being claimed.

8. Prepare the Application for Payment – Final Request, for submittal to the

Contracting Officer, including copies of supporting documentation not

previously submitted and accepted.

9. Provide a statement regarding the settlement of any liquidated damages,

acceptable to the Project Director/COR.

C. Re-inspection, Testing, and Final Acceptance.

1. The Contractor shall submit a request for final inspection and acceptance that

shall include a statement that all foregoing requirements as identified, above,

have been fulfilled. As applicable, the Contractor shall include a statement

listing itemized work items known to be incomplete or deficient, an explanation

of why each item is incomplete or deficient, and the Project Director’s/COR’s

endorsement recognizing the circumstances of the specific non-performance.

2. The Project Director/COR shall proceed with re-inspection and testing of the

work.

3. Following final re-inspection, the Project Director/COR shall advise the

Contractor of all work items incomplete or deficient and of any unfulfilled

obligations. These shall be required for final acceptance and shall include any

requirements for testing or re-testing.

4. As determined by the Project Director’s/COR’s re-inspection, the Contractor

shall complete all requested work items, obligations, tests, and similar actions.

5. Upon the Contractor's satisfactory completion and correction of all work items,

the Project Director/COR shall prepare, sign, and issue a Certificate of Final

Acceptance, forwarding same to the Contracting Officer.

6. The Contracting Officer will notify Contractor of final acceptance, negotiate

adjustments to the final payment, if necessary, and authorize the release of final

payment funds.

1.11 RECORD DOCUMENT SUBMITTALS

A. General. Comply with general requirements of Section 01331, Construction Submittals,

for the preparation and processing of final record document submittals. Refer to

individual technical specification sections of Divisions 2 through 16 for specific record

document submittal requirements on individual units of work.

B. Develop and maintain an original mark-up set of contract documents and submittals, as

required for final record document submittals, at Project Site and available for the Project

Director’s/COR’s reference. Protect from deterioration and loss, and retain in a secure

and fire-resistant space. Do not use for construction purposes. Mark up changes and

additional information developed during construction, as may be of future interest or

value to the USG. These may be requested by the Project Director/COR regarding

whatever document or submittal copy may be most capable of showing the change or

other data most clearly. Where applicable, show each change as part of a related

Contract Modification, by change order number.

C. At time of Substantial Completion, submit the following final record documents, marked

up to represent "As-Built" documentation, to the Project Director/COR, and in the form

and manner specified below.

1. Record As-Built Drawings. Maintain a full set of the latest revised issue of each

drawing sheet, black-line print; marked up using different colors of pencils or

pens, to differentiate between change order numbers. Clearly define hidden

20

dimensions and similar data that would be difficult to obtain at a later date.

Show conditions not clearly detailed by shop drawings or coordination drawings.

Show cross-references to such other records of final data. Organize marked-up

prints into set(s) as originally released. Mark each set for identification and date

of release as record copy (Substantial Completion date), and transmit to the

Project Director/COR. Marked-up set of as-builts shall be transferred and

updated on the original design AutoCAD files. Indicate “As-Built” conditions as

documented from actual installation. Contractor shall provide one set of 3.5” or

CD disks, one (1) reproducible and three black line copies.

2. Record Shop Drawings and Coordination Drawings. Maintain a full set of

accepted shop drawing black-line prints; marked up using different colors of

pencils or pens, to differentiate between change order numbers. Show cross-

reference where change has been marked up on another document or submittal.

Organize shop drawings into sub-sets, as received from each fabricator, and

identify by related Contract Specification section number. Show date of release

as record copy (Substantial Completion date), and transmit to the Project

Director/COR.

a) Prepare and transmit marked-up copies of coordination drawings, similar

to requirements for record shop drawings.

3. Field Engineering Submittals.

a) Make final corrections to site survey, drawings showing buried utilities

and similar underground elements, field survey-and-measurement

drawings, and similar drawings.

b) Final Property Survey. Contractor shall prepare and submit a final

property survey in accordance with requirements of Section 01101,

Construction Execution and Coordination.

Media shall be one correctable polyester film positive print, ten

black-line copies, and digital files on CD-ROM in the version of

AutoCad currently specified by project contract documents.

c) Surveyor’s Log. Contractor shall submit surveyor’s log prepared and

maintained for the project in accordance with Section 01101,

Construction Execution and Coordination.

4. Construction coordination documentation. Submit as a consolidated, organized

collection, documents prepared to support construction coordination as described

in Section 01101, Construction Execution and Coordination. Documentation

shall include, but not be limited to, minutes of meetings, submittal register, and

shipping logs.

5. Record Contract Specifications. Maintain a full set of the Contract

Specifications, marked up to record minor changes in the printed text and to

show cross references to other documentation recording changes. Where

additional writing space is needed, either insert extra sheets with such notations,

or write on the blank backsides of preceding pages. Give particular attention to

accepted substitutions, selection between options, and similar record information;

and give priority to the recording of such data that cannot be easily discerned by

subsequent observation at the Project. Mark each volume of specification set for

identification and date of release as record copy (Substantial Completion date),

and transmit to the Project Director/COR.

6. Record Product Data. Maintain a full set of accepted product data submittals,

marked up to show specific selections for products as actually supplied and

installed. Where changes subsequent to acceptance have affected product

selection, either obtain corrected product data sheets or mark up sheets to show

21

changes. Show departures, if any, from manufacturers' instructions in

accordance with Contract Section H. Mark each submittal with related section

number of Construction Specifications, bind in that sequence in conveniently

sized binders, identify and date binders (Substantial Completion date), entitle

"Replacement Products Procurement Manual," and transmit to the Project

Director/COR.

a) Include with each submittal of record product data reference copies of

final warranties, maintenance agreements, workmanship bonds,

performance certifications, and similar required documentation of

required assurances.

b) Include with each submittal of record product data, final copies of related

inspection and test reports, certificates of compliance (with

requirements), and similar quality assurance documentation.

7. Record Samples and Mockups. Prior to the time of Substantial Completion, meet

with the Project Director/COR at the Project Site and determine which of

remaining submitted samples and prepared mockups are required for the USG's

continued retention. Mark each such element with appropriate identification and

date of Substantial Completion. Pack in appropriately identified cardboard

containers and deliver to designated storage space at the Project Site, as

requested by the Project Director/COR.

8. Operation and Maintenance Data. Submit Operation and Maintenance Data in

accordance with Section 01781, Operation and Maintenance Data.

9. Training Records. Submit training records prepared in accordance with Section

01821, Demonstration and Training.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 TURNOVER OF FACILITIES TO THE USG

Comply with instructions of Contracting Officer and the Project Director/COR for procedures,

sequence, timing, and similar considerations for the turning over of facilities to the USG's

personnel for operating, maintenance, occupancy, protection, and general care and custody.

3.2 POSTED OPERATING DIAGRAMS / INSTRUCTIONS / DATA

A. Posted Instructions. Except as otherwise indicated, post operating and maintenance

instructions at and for all facility components, building systems, and each principal unit

of operational equipment, including safety, security, and protective

equipment/system/devices. These shall include, but not be limited to, wiring diagrams,

system piping and wiring layouts, and valves and control sequences. Post in both English

and host country predominant language and, for emergency-type postings, include

international form of pictorial-graphic signage. Instructions shall be attached upon or

located near each component, system, or piece of equipment and shall be framed in

glass, Plexiglas, or similar material and shall be illuminated, as necessary, to ensure

availability for use. Provide protected, tamper-resistant signage, of a permanent nature

for the exposure conditions in each case. Locate for convenience of operating and

maintenance personnel, but concealed from others, except in the case of general-usage

and emergency facilities.

B. Equipment Dataplates. Provide permanent information plate on each item of operating

equipment which is connected with services, has operating parts, or is likely to require

servicing, parts replacements, control, testing, or similar care and maintenance. Locate

22

inconspicuously, but allow for ease of operating, maintenance, and replacement

procedures. Provide appropriate information on dataplate in each case, including the

following minimum data as applicable:

1. Name of manufacturer and product

2. Date of manufacture and installation

3. Model designation and serial number

4. Capacity, speed, service rating, weight, and similar operational data

C. Labels and Nameplates.

1. Provide permanent product labels and nameplates, including certified compliance

stamps and similar required product markings. Locate labels and nameplates in

accessible place that is not readily visible to general occupants of the building

from exterior or interior. Except as otherwise indicated, limit size of plates and

printing for ease of reading from distance of 350 mm.

2. Except for required safety/emergency signage, do not provide permanently

attached labels, nameplates, trade names, trademarks, and similar markings on

product surfaces exposed to view by general occupants of Project. Comply with

Project Director’s/COR’s requests for removal of non-required markings, and for

removal/replacement or refinishing of products disfigured by such markings.

3.3 GOVERNMENT-FURNISHED FURNITURE

As described in detail in Section 01101, Construction Execution and Coordination, Contractor

shall develop and complete deficiency (punch) lists for Government-furnished furniture and

revise as-built/as-installed drawings. Contractor shall also report uninstalled inventory and

arrange for transfer to post responsibility. These requirements as well as commissioning

requirements for systems furniture shall be completed as part of the closeout procedures.

3.4 WARRANTY MANAGEMENT

A. The purpose of the warranty management process shall be to provide the USG with a

high level of assurance that the building systems as delivered by the Contractor are free

of defect, both patent and latent, that all required warranties are valid, that warranty

support systems and methodologies are in place, both locally and remote, and that USG

support staff have a full understanding of the continued operation and maintenance of

said systems.

B. The period of warranty management coverage is logically greater than the individual

system warranty periods. As a management process, it shall commence early in the start-

up and commissioning phase and end at a period normally one year (12 months) from the

issuance by the USG of final acceptance certification, unless otherwise agreed upon.

C. As defined in Section 01811, Start-Up and Commissioning, the commencement date for

each respective warranty period shall be the date of formal acceptance of each facility

component and building system by the Project Director/COR following recommendation

for acceptance by the Commissioning Authority.

D. The Contractor shall make available to the Project Site a qualified representative,

knowledgeable in the operation and maintenance of the various building systems as

installed in the works, who shall be responsible for warranty management. This

individual shall be qualified to address, record, and resolve all warranty issues during the

warranty period. The main action agent during the warranty management period may be

the Commissioning Authority or any other qualified agent certified by the Contractor to

act on its behalf.

E. The warranty management agent shall perform the following

23

1. Communicate and coordinate all actions with the responsible, local USG

representative, normally the Facility Maintenance Manager.

2. Be responsive to all building systems deficiencies, patent and latent, including

inspection, evaluation, and documentation of same.

3. Arrange for all repairs or replacements of all warrantable deficiencies.

4. Document all issues, actions, and solutions. These records shall be incorporated

as a part of the project document set and shall be surrendered to the local USG

representative upon termination of the program.

5. Record and develop a report on expected times between failure of system

components.

6. As a follow up to warranty actions, review procedures with USG operating and

maintenance staff to verify they are executing their responsibilities in accordance

and compliance with building systems procedures so as to avoid conditions that

might lead to warranty action or denial of action.

7. Develop a summary of lessons learned during the warranty management process

to be incorporated into the Maintenance Plan as described in Section 01781,

Operation and Maintenance Data.

3.5 FINAL CLEANUP

A. Initial Cleaning. Except as otherwise indicated, provide initial cleaning of each non-

embedded unit of work promptly upon nominal completion-and-curing of its installation.

Maintain in protected and sufficiently clean condition, through remainder of construction

duration, so as to prevent staining or other deleterious effect of soiling. Promptly remove

significant soiling, including graffiti deposits, occurring during construction. Always

comply with product manufacturer's instructions and recommendations, including

limitations, for the cleaning of exposed surfaces and for the use of cleaning substances

and devices.

B. Final Cleaning. Immediately prior to the time(s) of the Project Director’s/COR’s

inspection(s) of work for certification of Substantial Completion, repeat cleaning

operations. Use experienced cleaning personnel and proven methods and materials so as

to achieve the level of cleanliness normally expected for a U.S.-located, first-class,

commercial or institutional building project. In addition to specific cleaning as may be

required by related technical specification sections hereof, comply with the following as

applicable:

1. Comply with governing regulations, including safety standards and

environmental protection regulations. Do not burn waste materials at Project

Site. Dispose of waste materials in a lawful manner, and do not bury at Project

Site, except as may be authorized by the Project Director/COR. Dispose of

surpluses as required by the Contract. Do not discharge volatile and other

dangerous or deleterious fluids into drainage systems.

2. Remove temporary facilities and construction tools, equipment, and devices

including temporary buildings, enclosures, and protective coverings. Restore

substrates as required. Where permanent facilities were used for temporary

service, restore to nearly new and unused condition. For additional details, refer

to Section 01501, Temporary Facilities and Controls.

3. Clean the entire Project Site, including landscape development areas and site

improvements. Remove rubbish, debris, litter, unauthorized or unwanted plant

growths and weeds. Sweep the paved areas to a broom-clean condition and

remove stains, including petrol-chemical spills and similar deposits. Rake

grounds that are neither paved nor planted, to a smooth even-textured surface.

24

4. Remove debris and dust from limited-access spaces of Project including roofs,

plenums, crawl spaces, shafts, tunnels, trenches, equipment vaults, manholes,

attics, and similar spaces.

5. Clean exterior and interior exposed surfaces to a dirt-free condition, free of

stains, graffiti, films, and other noticeable and deleterious substances. Restore

reflective polishes, and applied treatments, including sealed and waxed finishes.

Vacuum clean interior exposed non-treated concrete surfaces and vacuum clean

carpeted areas and other soft surfaces after removal of spots and stains. Avoid

disruption of natural weathering, which may be underway on certain exposed

exterior surfaces.

6. Wipe accessible surfaces clean on mechanical, electrical, and similar equipment

and fixtures, including lighting fixtures. Remove excess lubrications and similar

substances.

7. Remove exposed-to-view labels not required as permanent labels.

8. Clean transparent materials, including glazed panels and mirrors, to a polished

condition free of visible dirt and films with sealant trimmed away neatly.

Replace broken and noticeably abraded glass and plastic units.

9. Clean and sanitize food service, sanitary, health care, and similar equipment and

fixtures so as to be ready for the intended use in each case. Remove stains,

including those resulting from water exposures.

10. Jointly inspect the entire Project Site with the Project Director/COR. Where

required, engage specialized firm(s) to rid the Project Site of roaches, pests, and

other vermin.

END OF SECTION 01771

25

SECTION 02830 - CHAIN LINK FENCE AND GATES

PART 1 – GENERAL

1.01 SCOPE OF WORK

The work covered in this section shall include all materials, labor, and equipment necessary for a

complete installation of the chain link fencing.

1.02 RELATED WORK

A. Section 03300 - Concrete

B. TOWN OF BRASELTON Standard Details, PS-6, Chain Link Fence and Gate.

1.03 REFERENCES

A. ASTM A 392, Zinc-Coated Steel Chain Link Fence Fabric.

B. ASTM A 824, Metallic-Coated Marcelled Tension Wire for use with Chain Link Fence Fabric.

C. ASTM A-121, Standard Specification for Zinc Coated (Galvanized) Steel Barbed Wire.

D. ASTM F 552, Definitions of Terms Relating to Chain Link Fencing.

E. ASTM F 567, Standard Practices for Installation of Chain-Link Fence.

F. ASTM F 626, Standard Specifications for Fence Fittings.

G. ASTM F 669, Standard Specification for Strength Requirements of Metal Posts and Rails for Industrial

Chain Link Fence.

H. ASTM F 1083, Pipe, Steel, Hot-dipped, Zinc-Coated (Galvanized) Welded, for Fence Structures.

I. ASTM C 94, Ready Mix Concrete.

PART 2 PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS:

A. Allied Tube and Conduit Corporation.

B. American Security Fence Corporation.

C. Southeastern Wire, P.O. Box 1968, Tampa, Florida 33601.

03-033/01-09 (Chain Link Fence and Gates) 02830-2

D. Cyclone Fence (United States Steel Corporation).

E. Manufacturer and distributor of complete fencing systems, or approved equivalent.

2.02 POSTS AND FABRIC

Posts and fabric shall be as specified in the following table:

Materials Fence Height - 8 Feet

Fabric 2" Mesh 9 Gauge.

Corner Post 4"

Line Post 2"

Gate Post 6”

Top Rail and Brace 1"

Post sizes should conform to Table 1, ASTM F-1083 (schedule 40 steel pipe). All post and rails

shall be hot dipped galvanized per ASTM F-1083.

2.03 TOP RAIL

Top Rail shall be continuous with coupling spaced at intervals not to exceed 20 feet.

2.04 POST TOP

A. All posts shall be provided with post tops which will fit over the outside of posts to

exclude moisture and shall be combination tops with barbed wire supporting arms. Post

26

tops shall be provided with a hole suitable for the through passage of the top rail. Posts without barb arms

shall be fitted with a cap.

B. Barbed wire supporting arms shall be at an angle of 45 degrees, and shall be fitted with

clips or other means for securing three lines of barbed wire. The top line shall be

approximately 12" horizontally from the fence line and 12" above the top of the fabric

and the other lines spaced uniformly between the top line and the top of the fabric.

2.05 POST BRACES

A horizontal, galvanized post brace shall extend to each adjacent line post at mid-height of the

fabric for each gate, corner, pull and end post. A diagonal 1/2" diameter truss rod shall also be

provided from the line post to the gate, corner, pull, or end post, with a turnbuckle or other

equivalent device for tension adjustment. Two diagonal tension truss rods shall be provided for

each fence panel adjacent to a gate, end, corner or pull post.

2.06 STRETCHER BAR

Stretcher bars 1/4" x 3/4" inch in size, with length 1" less than fabric height, shall be provided for

stretching and securing the fabric at each gate, end, corner and pull post, one for each gate and

end post and two for each corner and pull post.

03-033/01-09 (Chain Link Fence and Gates) 02830-3

2.07 TENSION

Wire shall be provided along the top and bottom edges. It shall be not less than No. 7 gauge

coiled spring wire. Galvanized ties or clips shall be provided for attaching tension wires to fabric.

2.08 WIRE TIES

Shall be 9 gauge.

2.09 BARBED WIRE

Shall be two (2) strand 12 gauge with 4 points at 5" o.c. per ASTM A-121.

2.10 GATE

A. Frame

1. Fabricate gate frames from steel pipe to match fence framework. Assemble gate

frames by welding or with special fittings and rivets for rigid connections. Rigid

connections provide security against removal or breakage.

2. Extend end members of gate frames 1'-0" above to member and prepare to

receive 3 strands of wire. Provide clips for securing wire to extensions.

3. Install diagonal cross-bracing consisting of 3/8" diameter adjustable length truss

rods on gates to ensure frame rigidity without sag or twist.

4. Fabricate frames of minimum 1-1/2" (NPS).

B. Fabric - Provide same fabric as for fence. Install fabric with stretcher bars at vertical

edges and at top and bottom edges. Attach stretcher bars to gate frame at not more than

15" o.c.

C. Gate Hardware: Provide hardware and accessories for each gate, in accordance with the

following:

1. Hinges: Size and material to suit gate size, non-lift-off type, and offset to permit

180 degree gate opening. Provide 1-1/2 pair of hinges for each leaf.

2. Latch: Forked type or plunger-bar type to permit operation from either side of

gate, with padlock eye as integral part of latch. Center drop to be provided on

double gates.

3. Padlock: Bronze cylinder type lock with three (3) keys is to be provided for each

set of gates. Locks are to be keyed per direction of TOWN representative.

03-033/01-09 (Chain Link Fence and Gates) 02830-4

4. Keeper: Provide keeper for vehicle gates, which automatically engages gate leaf

27

and holds it in open position until manually released.

2.11 FINISHES

A. Galvanized: ANSI/ASTM A 123; 2.0 oz/sq. ft.

B. Aluminum coating: ASTM A 428; 0.40 oz/sq. ft.

C. Thermally fused vinyl coating: Dark green color on either coating.

D. Vinyl Components: Dark green color.

E. Accessories: Same finish as fabric.

PART 3 EXECUTION

3.01 INSTALLATION

A. Do not begin installation and erection before final grading is completed.

B. Work shall be performed in a safe and orderly fashion in accordance with Occupational

Safety and Health Administration (OSHA) regulations.

3.02 POST INSTALLATION

A. Excavation: Drill or hand excavate (using posthole digger) holes for posts to diameters

and spacing indicated, in firm, undisturbed or compacted soil.

1. Excavate holes for each post to minimum diameter recommended by fence

manufacturer, but not less than 4 times the largest cross-section of post.

2. Excavate hole depths 3" lower than post bottom, with bottom of posts set not less

than 36" below finish grade surface.

B. Fence Post Setting

1. Line posts shall be placed equidistant at intervals not to exceed 10 ft. o.c. The

intervals to be measured parallel to the grade of proposed fence and in the line of

the fence.

2. Line, end, corner and pull posts shall be of sufficient length to allow for

installation to a depth as shown on Detail PS-6.

3. Posts shall be set vertically and plumb and encased in cylindrical concrete

footings at least four times the post diameter, with at least a 2" cover on the

bottom of the post. Extend the concrete at least 2" above grade and crown to

shed water.

03-033/01-09 (Chain Link Fence and Gates) 02830-5

3.03 RAIL INSTALLATION

Connect top rail securely to the posts using boulevard clamps or other suitable means, so that a

continuous brace is formed.

3.04 CHAIN LINK FABRIC

Chain link fence fabric shall be installed over the outside face of the fence framework. Fabric

shall be tied to line posts and middle rails with 9 gauge galvanized or aluminum wire spaced 12"

maximum. Fence fabric shall be flush with ground.

3.05 TENSION WIRES

Install tension wires along bottom of fence before stretching fabric and tie to each post. Fasten

fabric to tension wire using 9 gauge, wire ties or galvanized wire hog rings spaced 24" o.c.

28

3.06 BARBED WIRE

Pull wire taut and install to extension arms and secure to end post or terminal arms in accordance

with manufacturer's instructions.

3.07 GATES

Install gates plumb, level, and secure for full opening without interference. Install ground-set

items in concrete for anchorage. Adjust hardware for smooth operation and lubricate.

3.08 STRETCHER BARS

Thread through or clamp to fabric 4" o.c. and secure to posts with metal bands spaced 15" o.c.

3.09 BRACE ASSEMBLIES

Install braces so posts are plumb when diagonal rod is under proper tension.

END OF SECTION

SECTION 08110 - STEEL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Steel doors.

2. Steel door frames.

3. Stainless-steel doors and frames.

4. Sidelight or borrowed-light frames.

5. Hollow-metal panels and frames.

6. Fire-rated door and frame assemblies.

7. Louvers in doors.

B. Related Sections include the following:

1. Division 4 Section “Unit Masonry Assemblies” for building anchors into and grouting

frames in masonry construction.

2. Division 5 Section “Formed-Metal Fabrications” for customized hollow-metal work other

than doors, panels, and frames.

3. Division 8 Section “Flush Wood Doors” for wood doors installed in steel frames.

4. Division 8 Section “Sound Control Doors” for acoustical doors with an STC rating of 43

to 52.

5. Division 8 Sections for door hardware and weather stripping.

6. Division 8 Section “Glazing” for glass in doors and sidelights or borrowed lights.

7. Division 9 Section “Gypsum Board Assemblies” for steel stud and gypsum board

partitions.

8. Division 9 Section “Painting” for field painting primed doors and frames.

29

1.2 DEFINITIONS

A. Uncoated steel sheet thickness is indicated as the minimum thickness according to HMMA 803,

Steel Tables.

B. Metallic-coated steel sheet thickness is indicated as the minimum thickness of the uncoated base

metal.

C. Stainless-steel sheet thicknesses are indicated as the specified thickness for which over and

under thickness tolerances apply according to ASTM A 480/A 480M.

1.3 SUBMITTALS

A. Product Data: Include construction details, material descriptions, core descriptions, label

compliance, sound and fire-resistance ratings, and finishes for each type of door and frame

specified.

B. Shop Drawings: Show fabrication and installation of doors and frames. Include details of each

frame type, elevations of door design types, conditions at openings, details of construction,

dimensions of profiles and hardware preparation, location and installation requirements of door

and frame hardware and reinforcements, location and thickness of lead lining, and details of

joints and connections. Show anchorage and accessories.

1. Electric Hardware Devices: Indicated routing of electrical conduit for electric hardware

devices.

2. Security System Components: Indicate all cutouts required to metal door and frame

components to accept security system components.

C. Door Schedule: Submit schedule of doors and frames using same reference numbers for details

and openings as those on Drawings.

1. Coordinate glazing frames and stops with glass and glazing requirements.

D. Product Certificates: Signed by manufacturers of doors certifying that products furnished

comply with or exceed the acceptance criteria of ANSI A250.4 for Level A doors.

E. Oversize Construction Certification: For door assemblies required to be fire rated and

exceeding limitations of labeled assemblies, submit certification of a testing agency acceptable

to authorities having jurisdiction that each door and frame assembly has been constructed to

comply with design, materials, and construction equivalent to requirements for labeled

construction.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing custom steel doors and

frames similar to those indicated for this Project and with a record of successful in-service

performance, as well as sufficient production capacity to produce required units.

B. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled

by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings

indicated, based on testing according to NFPA 252.

30

1. Test Pressure: Test at atmospheric pressure.

2. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies,

provide certification by a testing agency acceptable to authorities having jurisdiction that

doors comply with standard construction requirements for tested and labeled fire-rated

door assemblies except for size.

3. Temperature-Rise Rating: If indicated, provide doors that have a temperature-rise rating

of 250 deg C maximum in 30 minutes of fire exposure.

1.5 DELIVERY, STORAGE, AND HANDLING

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

Project site storage. Do not use nonvented plastic.

B. Inspect doors and frames, on delivery, for damage. Minor damage may be repaired

provided refinished items match new work and are approved by COR; otherwise, remove

and replace damaged items as directed.

C. Store doors and frames under cover at building site. Place units on minimum 100-mm-high

wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity

chamber. If wrappers on doors become wet, remove cartons immediately. Provide minimum 6-

mm spaces between stacked doors to permit air circulation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide doors and frame by one of

the following:

1. Steel Doors and Frames:

a. Amweld Building Products, Inc.

b. Ceco Door Products.

c. Curries Company.

d. Deronde Products, Inc.

e. Firedoor Corporation of Florida.

f. Fleming: S. W. Fleming Limited.

g. Steelcraft; a division of Ingersoll-Rand.

h. Tex-Steel Corporation.

2. Stainless-Steel Doors and Frames:

a. Curries Company.

b. Deronde Products, Inc.

c. Fleming: S. W. Fleming Limited.

d. Next Door Company.

e. Steelcraft; a division of Ingersoll-Rand.

f. Tex-Steel Corporation.

31

2.2 MATERIALS

A. Hot-Rolled Steel Sheets: ASTM A 569/A 569M, CS (commercial steel), Type B; free of scale,

pitting, or surface defects; pickled and oiled.

B. Cold-Rolled Steel Sheets: ASTM A 366/A 366M, CS (commercial steel), Type B.

C. Metallic-Coated Steel Sheets: ASTM A 653/A 653M, CS (commercial steel), Type B; with

Z180 zinc (galvanized) or ZF180 zinc-iron-alloy (galvannealed) coating.

D. Stainless-Steel Sheets: ASTM A 666, austenitic stainless steel, Type 304.

E. Inserts, Bolts, and Fasteners: Manufacturer’s standard units. Where items are to be built to

exterior walls, zinc coat according to ASTM A 153/A 153M, Class C or D as applicable.

F. Filler: Sound deadening and heat-retarding mineral fiber insulating material. At doors required

to have temperature rise rating provide mineral fiberboard core.

G. Glazing and Glazing Felt: Clear Wire Glass: Type II, Class 1, Form 1, with pattern M1

(diamond) wire mesh where shown.

1. Fire Resistance Rated Wire Glass: Provide wire glass products that are identical to those

tested per ASTM E163 (UL 9) and are labeled and listed by UL or other testing and

inspecting agency acceptable to authorities having jurisdiction.

H. Lead Lining: Rolled sheet lead conforming to requirements of FS QQ-L-201, Grade C

(Chemical Lead) in sizes and thicknesses indicated.

2.3 DOORS

A. General: Provide flush-design doors, 44 mm thick, of seamless hollow construction, unless

otherwise indicated. Construct doors with smooth, flush surfaces without visible joints or

seams on exposed faces or stile edges. Exterior doors to be IGGA (1.5mm) galvanized interior

doors 18 GA (1.2mm).

1. Visible joints or seams around glazed or louvered panel inserts are permitted.

2. For single-acting swing doors, bevel both vertical edges 3 mm in 50 mm.

3. For double-acting swing doors, round vertical edges with 54-mm radius.

4. Exterior doors to have flush tops.

B. Metallic Core Construction: Provide the following core construction welded to both door faces:

1. Continuous Truss-Form Inner Core: 0.33-mm- thick steel reinforcement spot welded to

face sheets a maximum of 75 mm o.c. vertically and horizontally.

C. Fire Door Cores: As required to provide fire-protection and temperature-rise ratings indicated.

D. Astragals: As required by NFPA 80 to provide fire ratings indicated.

E. Top and Bottom Channels: Spot weld metal channel not less than thickness of face sheet to

face sheets not more than 150 mm o.c.

1. Reinforce tops and bottoms of doors with inverted horizontal channels of same material

as face sheet so flanges of channels are even with bottom and top edges of face sheets.

32

2. For exterior doors, close bottom edge with metallic-coated steel closing channel and top

edge with filler channel of same material, so webs of channels are flush with bottom and

top door edges.

F. Hardware Reinforcement: Fabricate reinforcing plates from the same material as door to

comply with the following:

1. Hinges and Pivots: 4.2 mm thick by 38 mm wide by 150 mm longer than hinge, secured

by not less than six spot welds.

2. Lock Face, Flush Bolts, Closers, and Concealed Holders: 2.3 mm thick.

3. All Other Surface-Mounted Hardware: 1.3 mm thick.

G. Interior Doors: Fabricate face sheets of doors from two 1.06-mm- thick, cold-rolled, stretcher-

leveled steel sheets and other metal components from hot- or cold-rolled steel sheets.

H. Exterior Steel Doors: Fabricate face sheets of doors from two 1.3-mm-thick, stretcher - leveled,

metallic-coated steel sheets. Provide weep-hole openings in bottom of doors to permit

entrapped moisture to escape. Seal joints in top edges of doors against water penetration.

I. Stainless-Steel Doors: Fabricate face sheets of doors from two 1.3-mm-thick, stainless-steel

sheets permanently and continuously bonded to nonmetallic cores or welded to rigid, internal

stainless-steel core.

1. Internal Construction: Vertically reinforced with 1.3-mm-thick, stainless-steel sheet

sections, spaced not more than 150 mm o.c., extended full-door height, and spot welded

to both face sheets at not more than 125 mm o.c.

2. Reinforce tops and bottoms of doors with 1.3-mm-thick, stainless-steel horizontal

channels spot welded a maximum of 150 mm o.c. to door faces.

a. For exterior doors, close bottom edge with minimum 1.3-mm-thick, stainless-steel

closing channel and top edge with same thickness of stainless-steel filler channel,

so webs of channels are flush with bottom and top door edges. Provide weep-hole

openings in bottom of doors to permit entrapped moisture to escape. Seal joints in

top edges of doors against water penetration.

J. Electrical Requirements: Provisions for installation of electrical items specified elsewhere;

arrange so that wiring can be readily removed and replaced.

1. Security System Components: Provide all cutouts and reinforcements required for metal

doors to accept security system components.

K. Doors With Electric Hinges: General: Provide with metal conduit raceway to permit wiring

from electric hinge to other electric door hardware.

1. Hinge Location: Center for doors less than 2286 mm or 2nd hinge from door bottom for

doors greater than 2286 mm; top or bottom electric hinge locations shall not be permitted.

2.4 PANELS

A. Provide panels of same materials, construction, and finish as specified for doors.

33

2.5 FRAMES

A. Fabricate frames of full-welded unit construction, with corners mitered, reinforced, and

continuously welded full width of mitre. Knockdown frames are acceptable for drywall

construction only.

1. For exterior use, form frames from 1.9-mm-thick, metallic-coated steel sheets galvanized.

2. For interior use, form frames from cold- or hot-rolled steel sheet of the following

thicknesses:

a. Openings up to and Including 1200 mm Wide: 1.5 mm.

b. Openings More than 1200 mm Wide: 1.9 mm.

3. For stainless-steel doors, form frames from 1.6-mm-thick, stainless-steel sheets with No.

4 finish.

4. Lead Lined Frames: 1.519 mm thick steel.

B. Hardware Reinforcement: Fabricate from same material as frame. Minimum thickness of steel

reinforcing plates for the following hardware:

1. Hinges and Pivots: 4.2 mm thick by 38 mm wide by 150 mm longer than hinge, secured

by not less than six spot welds.

2. Strikes, Flush Bolts, and Closers: 2.3 mm.

3. Surface-Mounted Hold-Open Arms and Panic Devices: 2.3 mm.

C. Mullions and Transom Bars: Provide closed or tubular mullions and transom bars where

indicated. Fasten mullions and transom bars at crossings and to jambs by butt welding.

Reinforce joints between frame members with concealed clip angles or sleeves of same metal

and thickness as frame.

1. Provide false head member to receive lower ceiling where frames extend to finish

ceilings of different heights.

D. Head Reinforcement: Where installed in masonry, leave vertical mullions in frames open top

for grouting.

E. Supports and Anchors: After fabricating, galvanize units to be built into exterior walls

according to ASTM A 153/A 153M, Class B.

F. Jamb Anchors: Weld jamb anchors to frames near hinges and directly opposite on strike jamb

as required to secure frames to adjacent construction.

1. Masonry Construction: Adjustable, flat, corrugated, or perforated T-shaped anchors to

suit frame size; formed of same material as frame; not less than 1.3 mm thick; with leg

not less than 50 mm wide by 250 mm long. Furnish at least the number of anchors per

jamb according to the following frame heights:

a. Two anchors per jamb up to 1500 mm in height.

b. Three anchors per jamb from 1500 to 2250 mm in height.

c. Four anchors per jamb from 2250 to 2400 mm in height.

d. One additional anchor per jamb for each 600 mm or fraction thereof more than

2400 mm in height.

34

2. Metal-Stud Partitions: Insert type with notched clip to engage metal stud, welded to back

of frames, formed of same material as frame, not less than 1.0 mm thick. Provide at least

the number of anchors for each jamb according to the following heights:

a. Three anchors per jamb up to 1500 mm in height.

b. Four anchors per jamb from 1500 to 2250 mm in height.

c. Five anchors per jamb from 2250 to 2400 mm in height.

d. One additional anchor per jamb for each 600 mm or fraction thereof more than

2400 mm in height.

3. In-Place Concrete or Masonry: Anchor frame jambs with minimum 9-mm-diameter

concealed bolts into expansion shields or inserts 150 mm from top and bottom and 650

mm o.c., unless otherwise indicated. Reinforce frames at anchor locations. Except for

fire-rated openings, apply removable stop to cover anchor bolts, unless otherwise

indicated.

G. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, formed

of same material as frame, 1.7 mm thick, as follows:

1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners,

welded to bottom of jambs and mullions.

2. Separate Topping Concrete Slabs: Adjustable type with extension clips, allowing not less

than 50-mm height adjustment. Terminate bottom of frames at finish floor surface.

H. Head Anchors: Provide two head anchors for frames more than 1066 mm wide and mounted in

steel-stud walls.

I. Head Strut Supports: Provide 9-by-50-mm vertical steel struts extending from top of frame at

each jamb to supporting construction above, unless frame is anchored to masonry or to other

structural support at each jamb. Bend top of struts to provide flush contact for securing to

supporting construction above. Provide adjustable wedged or bolted anchorage to frame jamb

members.

J. Structural Reinforcing Metals: Provide as part of frame assembly, where indicated at mullions,

transoms, or other locations to be built into frame.

K. Head Reinforcement: For frames more than 1200 mm wide in masonry wall openings, provide

continuous steel channel or angle stiffener, 2.3 mm thick for full width of opening, welded to

back of frame at head.

L. Spreader Bars: Provide removable spreader bar across bottom of frames, tack welded to jambs

and mullions.

M. Rubber Door Silencers: Except on weather-stripped doors, drill stop in strike jamb to receive

three silencers on single-door frames and drill head jamb stop to receive two silencers on

double-door frames. Install plastic plugs to keep holes clear during construction.

N. Plaster Guards: Provide 0.4-mm-thick plaster guards or dust-cover boxes of same material as

frame, welded to frame at back of hardware cutouts to close off interior of openings and prevent

mortar or other materials from obstructing hardware operation.

O. X-Ray Door Frame Struts and Lead Linings:

35

1. Struts: Provide vertical steel struts, 9.525 mm x 50 mm extended from top of frame at

each jamb to supporting structural construction above, unless frame is set in masonry or

attached directly to concrete. Bend top of struts at a right angle and attach to supporting

structural construction above by bolting. Use inserts or expansion anchors into

supporting structural construction above. Provide bolted attachment of struts to frame at

jambs to permit height adjustment during installation. Adapt jamb anchor clips at struts

to permit adjustment.

2. Lead Lining: All X-ray door frames shall be provided with a minimum 25 mm x 50 mm

x 4.76 mm continuous structural angle welded to the full length of the hinge, head, and

strike jambs. The door frame and structural angle shall then receive a single 1.5 mm

thickness of lead sheet having a width to provide an effective lead lap with the lead of the

adjoining wall construction lead shielding materials. Lead sheet shall be factory installed

as a continuous lining formed to the contour of the door frame and structural angle and

around areas prepared to receive hardware. Lead lining shall be held in place with

retaining clip devises.

2.6 LOUVERS

A. Door Louvers: Fabricate louvers and mount flush into doors without overlapping moldings on

surface of door face sheets. Provide internal support as recommended by louver manufacturer.

Prime paint steel louvers after fabrication.

1. Interior Louvers: Sightproof, stationary type, constructed of inverted Y-shaped blades

formed of same material as door.

a. Steel: 0.8 mm thick.

b. Stainless Steel: 0.95 mm thick.

2.7 STOPS AND MOULDINGS

A. Provide stops and moldings around solid, glazed, and louvered panels where indicated.

B. Form fixed stops and moldings integral with frame, unless otherwise indicated.

C. Provide removable stops and moldings where indicated or required, formed of 0.8-mm-thick

steel sheets matching steel frames. Secure with countersunk flat or oval head machine screws

spaced uniformly not more than 300 mm o.c. Form corners with butted hairline joints.

D. Coordinate rabbet width between fixed and removable stops with type of glass or panel and type

of installation indicated.

2.8 FABRICATION

A. Fabricate doors and frames rigid, neat in appearance, and free of defects, warp, or buckle.

Accurately form metal to required sizes and profiles. Weld exposed joints continuously; grind,

fill, dress, and make smooth, flush, and invisible. Where practical, fit and assemble units in

manufacturer’s plant. Clearly identify work that cannot be permanently factory assembled

before shipment, to assure proper assembly at Project site.

1. Fabricate doors to comply with acceptance criteria of ANSI A250.4 for a Level A door.

36

B. For doors with metallic core constructions, weld cores to both door face sheets.

C. Exposed Fasteners: Provide countersunk flat or oval heads for exposed screws and bolts, unless

otherwise indicated.

D. Thermal-Rated (insulating) Assemblies: At exterior locations and elsewhere as shown or

scheduled, provide doors and frames fabricated as thermal-insulating assemblies and tested

according to STM C 236 or ASTM C 976.

1. Provide thermal-rated assemblies with U-factor of 1.7 W/sq. m x K, unless otherwise

indicated.

E. Sound-Rated (Acoustical) Assemblies: Where shown or scheduled, provide door and frame

assemblies fabricated as sound-reducing type, tested according to ASTM E 1408, and classified

according to ASTM E 413.

1. Provide acoustical assemblies with STC sound ratings of 33 or better, unless otherwise

indicated.

F. Hardware Preparation: Prepare doors and frames to receive hardware, including cutouts,

reinforcement, mortising, drilling, and tapping, according to final hardware schedule and

templates provided by hardware supplier. Comply with applicable requirements of ANSIA115

Series specifications for door and frame preparation for hardware.

1. Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for

surface-applied hardware may be done at Project site.

2. Locate hardware as indicated or, if not indicated, according to HMMA 831,

“Recommended Hardware Locations for Custom Hollow Metal Doors and Frames.”

2.9 GLAZED LIGHT FRAMES

A. Form glazed light frames to the profiles shown. Provide anchors at jambs same as for door

frames. Provide closed mullion sections same as for door frames. Fabricate from 1.519 mm

thick steel for interior work.

B. Miter, fit, and weld corners of panel moldings for glass panels in sidelights and borrowed lights

to form continuous frame around panels. Provide non-removable panel moldings on the

exterior. Secure removable moldings with not less than No. 6 x 32 Phillips oval-head

countersunk machine screws at 300 mm on center.

C. Provide continuous felt strips cemented in place, on all bed and stop surfaces for interior light

frames to be glazed so that at no time does metal touch glass.

1. Glaze light frames with wire glass.

2.10 BULLET RESISTANT ACOUSTICAL DOORS

A. Provide special bullet resistant acoustical doors fabricated from sheet steel where shown with

Z180 zinc (galvanized) or ZF180 zinc-iron-alloy (galvannealed) coating or scheduled, compete

with frames. Provide a Sound Transmission Class of 49, as determined in accordance with

ASTM E413, for each door, threshold and frame assembly when installed. The door and frame

assembly shall be designed to withstand a commercially loaded handgun or rifle ammunition,

37

including armor piercing ammunition, having a muzzle velocity not to exceed 3,500 feet per

second and maximum energy of 5,250 foot pounds. The assembly shall be complete with

necessary gasketing, thresholds and sound seals to achieve the specified STC rating and bullet

resistance. Doors shall be designed for use with standard builder’s hardware as scheduled.

B. Basis of Design: Moduline APR Type Single Leaf Personnel Doors Modified to comply with

the requirements; Industrial Acoustics Company, or equal.

2.11 FINISHES, GENERAL

A. Comply with NAAMM’s “Metal Finishes Manual for Architectural and Metal Products” for

recommendations for cleaning, treating, priming, and when specified, finishing.

B. Finish products specified in this Section after fabrication.

2.12 METALLIC-COATED STEEL FINISHES

A. Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and

other contaminants. After cleaning, apply a conversion coating suited to the organic coating to

be applied over it. Clean welds, mechanical connections, and abraded areas, and apply

galvanizing repair paint specified below to comply with ASTM A 780.

1. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel,

complying with SSPC-Paint 20.

B. Factory Priming for Field-Painted Finish: Apply shop primer specified below immediately after

surface preparation and pretreatment. Apply a smooth coat of even consistency to provide a

uniform dry film thickness of not less than 0.02 mm.

1. Shop Primer: Manufacturer’s of fabricator’s standard, fast-curing, lead- and chromate-

free, primer complying with ANSI A 224.1 acceptance criteria; recommended by primer

manufacturer for zinc-coated steel; compatible with substrate and field-applied finish

paint system indicated; and providing a sound foundation for field-applied topcoats

despite prolonged exposure.

2.13 STEEL SHEET FINISHES

A. Surface Preparation: Clean surfaces to comply with SSPC-SP 1, “Solvent Cleaning”; remove

dirt, oil, grease, or other contaminants that could impair paint bond. Remove mill scale and rust,

if present, from uncoated steel, complying with SSPC-SP 3, “Power Tool Cleaning,” or SSPC-

SP 6/NACE No. 3, “Commercial Blast Cleaning.”

B. Factory Priming for Field-Painted Finish: Apply shop primer specified below immediately after

surface preparation and pretreatment. Apply a smooth coat of even consistency to provide a

uniform dry film thickness of not less than 0.02 mm.

1. Shop Primer: Manufacturer’s or fabricator’s standard, fast-curing, corrosion-inhibiting,

lead- and chromate-free, universal primer complying with ANSI A 224.1 acceptance

criteria; compatible with substrate and field-applied finish paint system indicated; and

providing a sound foundation for field-applied topcoats despite prolonged exposure.

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2.14 STAINLESS-STEEL FINISHES

A. Remove tool and die marks and stretch lines or blend into finish. Grind and polish surfaces to

produce uniform, directionally textured polished finish indicated, free cross scratches. Run gain

with long dimension of each piece.

1. Bright, Directional Polish: No. 4 finish.

2. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign

matter and leave surfaces chemically clean.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General: Install doors and frames according to DHI A115.IG and manufacturer’s written

instructions.

B. Frames: Install frames for doors, transoms, sidelights, borrowed lights, and other openings, of

size and profile indicated.

1. Set masonry anchorage devices where required for securing frames to in-place concrete

or masonry construction.

a. Set anchorage devices opposite each anchor location according to details on Shop

Drawings and anchorage device manufacturer’s written instructions. Leave drilled

holes rough, not reamed, and free of dust and debris.

2. Floor anchors may be set with powder-actuated fasteners instead of masonry

anchorage devices and machine screws, if so indicated on Shop Drawings.

3. Placing Frames: Set frames accurately in position; plumb; align, and brace securely until

permanent anchors are set. After wall construction is complete, remove temporary braces

and spreaders, leaving surfaces smooth and undamaged.

a. At existing concrete or masonry construction, set frames and secure in place with

machine screws and masonry anchorage devices.

b. At fire-rated openings, install frames according to NFPA 80.

c. Field splice only at approved locations. Weld, grind, and finish as required to

conceal evidence of splicing on exposed faces.

d. Remove spreader bars from each frame only after frame is properly set and

secured.

C. Doors: Fit non-fire-rated doors accurately in their respective frames, with the following

clearances:

1. Jambs and Head: 2 mm.

2. Meeting Edges, Pairs of Doors: 3 mm.

3. Bottom: 9 mm, if no threshold or carpet.

4. Bottom: 3 mm, at threshold or carpet.

D. Fire-Rated Doors: Install with clearances as specified in NFPA 80.

E. Smoke Control Doors: Install according to NFPA 105.

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3.2 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items just before final inspection.

leave work in complete and proper operating condition. Remove and replace defective work,

including doors or frames that are warped, bowed, or otherwise unacceptable.

B. Prime-Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of

prime coat and apply touchup of compatible air-drying primer.

C. Stainless-Steel Touchup: Immediately after erection, smooth any abraded areas of stainless

steel and polish to match undamaged finish.

END OF SECTION 08110

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SECTION 08714 - DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Commercial door hardware for the following:

a. Swinging Doors

b. Security Gates

c. Electrified Hardware

B. Related Sections:

1. Division 8 Section for metal doors and frames.

2. Division 8 Section for wood doors.

3. Division 8 Section for FE/BR door assemblies.

4. Division 16 for electronic security and power for electrically operated hardware devices.

5. Classified Volume, Paragraph 3.7 for Hardware Sets in classified areas.

1.2 SUBMITTALS

A. General: Submit Security hardware and non- security

hardware sets separately in accordance with Division 1

requirements.

B. Product Data: Submit three copies of catalog cuts of all items used in the supplier's schedule.

C. Hardware Schedules: Based on hardware indicated, organize hardware schedule into groups or

sets showing complete designations of every item required for each door opening. Schedule

shall be vertical layout similar to the format used herein. Lines shall be double-spaced with

pages numbered and dated. Security Hardware Sets shall be listed as SHW-1, SHW-2, etc; non-

security Hardware Sets shall be listed as HW-101, HW-102, etc.

1. For doors of different sizes or where hinges, locks or closers are different, a separate

heading shall be used. No labeled openings shall be combined with non-labeled openings.

Horizontal hardware schedules are not acceptable. Include the following:

a. Number, location, hand, fire rating,

Government Code, size and material of

each door opening (hands and swings to

be determined in relation to key side of

opening).

b. Type, style, function, size, finish and quantity of each hardware item.

c. Name and manufacturer of each item.

d. Fastening requirements.

e. Explanation of abbreviations used.

f. Keying information.

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g. Wiring diagrams (after each corresponding hardware group).

D. Hardware Schedule Index: Furnish an index cross referencing Contract Document door number

and hardware group, and supplier's hardware set.

E. Keying Schedule: Submit separate detailed schedule, indicating the Government's approved

master key system, for Government review and approval after Hardware Schedule has been

approved.

F. Wiring Diagrams: Furnish wiring diagrams illustrating point-to-point hook-up of all electrical

hardware specified herein. Include fire alarm and/or access control system interface where

applicable. Diagrams shall be complete by opening and shall indicate connections between all

components affected. Manufacturers’ standard line diagrams are not acceptable.

G. Samples: If requested by the COR, submit one sample of each requested item tagged with full

description for coordination with the hardware schedule. These items will remain on file in the

COR's office until all other similar items have been installed in the project. At that time, items

on file will be released for installation in pre-determined Project locations.

H. Operating Instructions: Furnish the Government with one complete set of installation

instructions, including special adjusting tools and maintenance instructions listing routine

maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. One

complete catalog shall be furnished for each manufacturer listed in the approved hardware

schedule.

I. Templates: Furnish templates and approved hardware schedule to door and frame fabricators.

Where fabricator cannot work to paper templates, ship templates and or physical hardware to

factories of respective manufacturers. Prepay cost for shipping and delivery.

J. Informational Submittals: Submit the following:

1. Certifications specified in Quality Assurance article.

2. Qualifications Data: Hardware Suppliers Qualification data.

K. Closeout Submittals: Submit specified warranty in accordance with Division 1 requirements.

L. Certification: After completion of hardware installation, submit written certification attesting

that hardware has been installed in accordance with manufacturer's templates and instructions

and that hardware has not been altered.

1.3 QUALITY ASSURANCE

A. General Requirements: Hardware has been specified by manufacturer's name, brand and

catalog numbers for purpose of establishing basis for quality, design and operational function.

1. Except where specifically indicated otherwise (i.e., LCN, Von Duprin - no substitution),

equivalent products from other listed manufacturers are also acceptable.

2. Provide designated product, or where more than one product or manufacturer is listed,

provide equivalent product of one of other listed manufacturers.

3. Obtain each type of hardware from single manufacturer.

4. Hardware Sets within this Section are not complete with respect to thickness of doors,

hand, backset, method of fastening, and other detail requirements.

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5. Review Drawings and Door Schedules thoroughly and provide required hardware for all

openings, including openings that may have been inadvertently omitted from Door

Schedules.

6. Should opening be omitted or opening not indicated with hardware set, provide hardware

of same quality, design and function as specified for similar openings.

7. Furnish hardware complete with brackets, plates, fittings, fastenings and other

accessories required for installation.

B. Regulatory Requirements: Comply with UFAS to accommodate barrier free design except

where specifically indicated by the Government.

1. Provide knurled tactile warning on door hardware to hazardous areas; abrasive coating

not acceptable.

2. Comply with NFPA 80 for hardware at fire-rated assemblies.

3. Provide hardware that has been tested and listed by UL or FM for fire-rated assemblies of

types that comply with requirements of door and frame labels.

C. Hardware Supplier Qualifications: Door hardware supplier who has been furnishing hardware

for a period of not less than two years, and who is, or who employs an Architectural Hardware

Consultant (AHC) who will be available at reasonable times during the course of Work for

consultation about Project's hardware requirements.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Pack each hardware item separately. Include manufacturer's printed installation instructions,

trim, fasteners accessories, and special tools necessary for installation.

B. Legibly mark and adequately label each package indicating opening for which intended.

Provide markings corresponding with approved Hardware Schedule.

C. Deliver permanent security cores and keys as indicated in Keying section, not less than two

months prior to scheduled substantial completion.

1.5 WARRANTY

A. Special Warranty: Prepare and submit in accordance with Division 1 requirements.

1. Manufacturer's warranty stating closer will be free from defects in materials and

workmanship for a minimum of 10 years from date of manufacturer.

PART 2 - PRODUCTS

2.1 HINGES

A. Acceptable Manufacturers:

1. Bommer Industries.

2. Hager Companies.

3. McKinney.

4. Stanley Hardware (Manufacturer named in Hardware Sets in this Section).

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B. Butt Hinges: Five knuckle design with square corners.

1. Full mortise type. (Heavyweight, Stainless Steel - ANSI A5111).

2. Flat button tip and matching plug.

3. Non-removable pins for out-swing exterior doors and for interior reverse bevel doors

equipped with locking; safety stud is not acceptable. Non-rising pin for other doors.

4. Non-ferrous construction at all locations (interior and exterior).

5. Anti-friction bearings may be furnished in lieu of ball bearings, except where prohibited

on fire doors by the requirements of NFPA 80.

C. Minimum Number Hinges:

1. Furnish two hinges for doors 1520 mm (60-inches) or less in height and one additional

hinge for each additional 760 mm (30 inches) of height or fraction thereof.

D. Minimum Size:

1. Unless otherwise specified, hinges for doors through 914 mm (36-inches) wide shall be

115 by 115 mm (4.5 by 4.5); hinges for doors over 914 mm (36-inches) wide shall be 127

by 115 mm (5 by 4.5).

E. FE/BR Hinges: For FE/BR doors that utilize a continuous Roton hinge, provide Roton 1200

Series of equivalent extra-heavy duty hinge.

2.2 LOCKS, LATCHES, AND DEADLOCKS

A. Acceptable Manufacturers:

1. Corbin Russwin Architectural Hardware. (Manufacturer named in Hardware Sets in this

Section.

2. Schlage Lock Company.

B. Description: Mortise locks and latches shall be equal to Corbin Russwin ML2200 Series with

NSM trim.

1. Levers shall be cast or solid metal.

2. All internal working parts of the lock shall be brass bronze, steel or stainless steel.

3. For each lock and latchset, provide strike box and square corner ASA strike with curved

lips of sufficient length to protect frames.

C. Where indicated in the hardware sets, furnish Medeco Series padlocks or Corbin Russwin Series

IC-PL 5000 as required.

2.3 PUSHBUTTON LOCKS

A. Acceptable Manufacturers: No substitutions.

1. Simplex Access Controls.

B. Trim: Furnish units complete with lever handle trim and ASA strikes.

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1. Finish matching lock.

C. Strike: ASA 123.875 mm (4 7/8-inches)

1. Equip with wrought box.

2. Finish matching lock.

2.4 COMBINATION LOCKS

A. Acceptable Manufacturers: No substitutions. Provide as indicated in the Hardware Sets.

1. Sargent & Greenleaf.

2. Mas Hamilton.

B. Requirements: Conform to GSA Specification FF-L2740 for Mas Hamilton.

2.5 SECURITY DEADBOLTS

A. Acceptable Manufacturers: No Substitutions. Provide as identified in the Hardware Sets.

1. Sargent & Greenleaf.

2. Medeco.

B. Requirements: Refer to the Hardware Sets for grade and style.

2.6 EXIT DEVICES AND EXIT DEVICE ACCESSORIES

A. Acceptable Manufacturers: No Substitutions:

1. Von Duprin, Inc.

B. Refer to the Hardware Sets for trim, grade, and function.

2.7 CYLINDERS AND CORES

A. Provide cylinders for locks, deadlocks, and other control and locking devices indicated in the

Hardware Sets.

B. Non-Security Doors:

1. Acceptable Manufacturers:

a. Corbin Russwin Architectural Hardware (Manufacturer named in Hardware Sets in

this Section).

b. Schlage Lock Company.

2. Description:

a. Cylinders shall be minimum six-pin with interchangeable cores.

45

b. All cylinders shall be equipped with temporary construction core for use during

construction.

C. Security Doors:

1. Manufacturers: No substitutions.

a. Medeco.

2. Description:

a. Original high security cylinder with interchangeable core. Provide six-pin

commercial keyway.

b. All cylinders shall be equipped with temporary construction core for use during

construction.

D. Permanent Cores: Contractor shall use only the OBO project numbers for transmitting

permanent locks to the Lock Shop in Alexandria, Virginia. Do not identify by project name or

location. Refer to "KEYING" Article in this Section.

2.8 KEY CONTROL SYSTEM

A. Manufacturers: Provide system by this manufacturer or manufacturer approved by the COR.

1. Mosler, Inc.

B. Description: Furnish a wall key cabinet, equal to Mosler KC-1612, with dual control system

including envelopes, labels, tags with self-locking key clips, receipt forms, three-way visible

card index, temporary markers, permanent markers and metal cabinet.

1. Equip with pin tumbler locking mechanism.

2. Sized to contain index for Project, plus 10 percent expansion.

2.9 CLOSERS

A. Manufacturers: No substitutions.

1. LCN Closers.

B. Description: Non-sized, surface or concealed mounted as indicated.

1. Where parallel arm closers are required, furnish manufacturer's extra-heavy duty arm

(No. 3077 EDA).

2. Provide manufacturer’s special rust inhibiting finish on closers exposed to the elements.

C. Required Features: Manufacturer's standard cast iron construction.

1. Rack and pinion construction with compression spring, fully hydraulic.

2. Closing speed and latching speed controlled by independent valves.

3. Adjustable spring power allowing adjustment up to 50 percent in field to suit individual

door conditions.

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4. Adjustable hydraulic backcheck.

5. Hold open and dead stop features where indicated in Hardware Sets.

D. Accessories: At surface closers provide manufacturer's standard non-metallic cover.

1. Furnish with necessary arms, track, brackets, plates, shoe, and other accessories to suit

door and frame conditions.

E. Mounting: At surface closers locate on the least conspicuous side of the door (side opposite

public view).

2.10 POWER-ASSIST OPERATORS

A. Manufacturer: No substitutions.

1. LCN Closers.

B. Description: Units shall be pneumatically powered; surface mounted to frame head, and shall

operate as manual door closers unless power-assist is activated and when power is lost.

1. Activation of power-assist shall open doors to 90-degrees.

2. Furnish actuators with satin stainless steel dress plates embossed with the universal

handicap symbol. Refer to OBO–ICS Chapter 11 for the power assist operators

requirements.

C. Required Features: Manufacturer's standard cast iron construction.

1. Rack and pinion construction with compression spring, fully hydraulic.

2. Closing speed and latching speed controlled by independently operated valves.

3. Adjustable spring power allowing adjustment up to 50 percent in field to suit individual

door conditions.

4. Adjustable hydraulic backcheck.

2.11 AUXILIARY HARDWARE

A. Acceptable Manufacturers:

1. Hager Companies.

2. Ives.

3. Rockwood Manufacturing Co., Inc. (Manufacturer named in Hardware Sets in this

Section.)

4. Triangle Brass Manufacturing Co., Inc.

B. Manual Flush Bolts: Top manual flush bolt shall not exceed 1880 mm (74-inches) from floor to

centerline.

C. Door Stops: Furnish wall stops equal to Rockwood 400 wherever trim strikes wall. Where wall

stops are not suitable, furnish surface mounted overhead stops equal to Glynn-Johnson 450

Series. Where door closers are specified in the Hardware Sets and wall stops are not suitable,

provide closer arms with built-in stops (LCN No.3077-CNS).

47

D. Silencers: Furnish rubber silencers equal to Rockwood 608 for hollow metal frames; three per

single door and four per pair. Silencers are not required at doors specified to receive continuous

weather-stripping or seals.

2.12 ARCHITECTURAL DOOR TRIM

A. Acceptable Manufacturers:

1. Builder's Brass Works Corp.

2. Hager Companies (Manufacturer named in Hardware Sets in this Section.)

3. Rockwood Manufacturing Co.

4. Triangle Brass Manufacturing Co.

B. Protection Plates: Kick and armor plates shall be beveled on all sides, equal to Hager

Companies 194S Series.

1. Size: Unless otherwise indicated or where narrow bottom rails dictate a smaller size,

kick plates shall be 250 mm (10-inches) high and armor plates shall be 865 mm (34-

inches) high by 400 mm (16-inches) high on fire rated doors. Width shall be 40 mm (1.5-

inches) less than the door width on single doors and 25 mm (1-inch) less than the door

width on double doors.

2. Factory-prepare flat goods for conflicting hardware (e.g. lever handles, cylinders, turn

pieces, etc.) as required.

C. Push and pull plates shall be 150 mm by 400 mm (6 by 16).

D. Fasteners: Flat goods shall be furnished with Phillips undercut, countersunk screws per ANSI

A156.6. Trusshead screws are not acceptable.

2.13 OVERHEAD STOPS AND HOLDERS

A. Acceptable Manufacturers:

1. Architectural Builders Hardware.

2. *Glynn-Johnson. (Manufacturer named in Hardware Sets in this Section.)

3. Rixson.

B. Where wall stops will not work, furnish surface overhead stops equal to Glynn-Johnson 450

Series. In Hardware Sets where door closers are specified, provide closer arms with built-in

stops (LCN No.3077-CNS).

2.14 THERESHOLDS, WEATHER-STRIPPING AND SEALS

A. Acceptable Manufacturers:

1. Hager Companies.

2. National Guard Products.

3. Pemko (Manufacturer named in Hardware Sets in this Section).

4. Reese Enterprises.

48

5. Zero International.

B. Description: Refer to the Hardware Sets for grade and style. Where required, field modify

thresholds to accept strikes for flush bolts and exit device rods.

C. Smoke Seals: Where required by applicable code, at doors located in Smoke Barrier Partitions,

provide smoke seals equal to Pemko S88 at the head and jambs; and at pairs of doors, one

Pemko 375CR or two Pemko 303AS astragal seals as appropriate; coordinate with Drawings

and schedules.

D. Astragals: Where indicated in the Hardware Sets, provide overlapping astragals equal to Pemko

357SP. Astragals shall be full height, installed on the "threat" side of the opening.

2.15 ACOUSTICAL TREATMENT

A. Provide full door gasketing/acoustical seals with flat threshold installed to maintain STC rating

of surrounding walls.

B. Certification: Provide certification that the door construction utilized has been tested at an

independent laboratory in accordance with ASTM E90-90, and that the STC determined in

accordance with ASTM E413-87 is not less than that specified. The laboratory referenced in

the certification must be qualified under the National Voluntary Laboratory Accreditation

Program (NAVLAP) of the U.S. Bureau of Standards. Certification must reference laboratory

name, test report number, and date of test; substitution of test data not in accordance with

ASTM E90-90 and E413-87 will not be acceptable.

C. Secondary Requirements: If fire resistance is required, certify that assemblies have been tested

in accordance with ASTM E512-81A (UL 10B) for labeled fire doors and frames and meets the

requirements of NFPA 80. If seismic stability is required, submit calculations showing ability

of door systems to withstand pertinent seismic forces.

2.16 ELECTROMAGNETIC DOOR HOLDERS

A. Acceptable Manufacturers:

1. Corbin Russwin Architectural Hardware.

2. LCN Closers.(Manufacturer named in Hardware Sets in this Section.)

3. Rixson.

B. Description: Refer to the Hardware Sets for size and style. Install wall holders with shims as

required for a complete installation; coordinate with Drawings and details.

2.17 ELECTRIC STRIKES

A. Manufacturers: No Substitutions. Provide as indicated in Hardware Sets.

1. Folger Adam Co.

2. Trine.

B. Description: Refer to the Hardware Sets for grade and style.

49

1. Coordinate electrical connection and installation with Division 16.

2.18 ELECTRO-MAGNETIC LOCKS

A. Manufacturer: No substitutions.

1. DynaLock.

B. Description: Units shall be surface-mounted and shall operate at 24V current. Provide filler

plates and mounting brackets as required for complete installation.

1. Coordinate electrical connection and installation with Division 16.

2.19 MONITOR SWITCHES

A. Manufacturer: No substitutions. Provide as indicated in Hardware Sets.

1. Sentrol.

2. Wells Fargo.

B. Description: Refer to the Hardware Sets for grade and style. At swinging doors, locate

switches in frame head 150 mm (6-inches) from lock edge.

2.20 MISCELLANEOUS EQUIPMENT

A. The following products shall be provided as indicated in the Hardware Sets. No Substitutions.

1. Armored Cables: Alarm Lock Corp.

2. Cipher Locks: Continental Instruments.

3. Combination Lock Lockboxes: Knox Company.

4. Combination Lock Weather Housing: Federal Security Systems.

5. Crypto Locks: Moniteq Research Labs.

6. Disconnect Switches: Ellenco.

7. Electric Current Transfers: Alarm Lock Corp.

8. Electric Knob Locks: Alarm Lock Corp.

9. Electric Power Transfers: Von Duprin, Inc.

10. Electromechanical Locks: Sargent & Greenleaf.

11. Fire Door Control Packages: AES (alternate Model No. CC-8946 by Moniteq Research

Labs is acceptable).

12. High Security Deadbolt Locks: ASSA, Inc.

13. Scramble Pads: Hirsch Electronics.

14. Wall Actuators: Locknetics.

2.21 KEYING

A. Development of keying schedule may require a facility clerance to access the complete room

schedule where classified access control are involved. In this cases the subcontractor must

handle this material in accordance with the Industrial Security Act.

B. The procurement and marking of all keying schedule should be referenced/marked using only

the OBO project number.

50

C. The following is the Government recommended keying plan for NON-SECURE DOOR

OPENINGS:

1. No keying should be done to a master key or grand master key system. To explain this

requirement no one MASTER KEY should operate a complete building or no one

GRAND MASTER KEY should operate a group of buildings at a post or site.

2. Buildings should be Master Keyed by the floor.

3. The Non-Secure hardware sets shall not have Medeco cylinders.

4. Each of the following individual areas can utilize KEYED-ALIKE SETS and be passed

by the floor master:

a. Mechanical Rooms.

b. Electrical Rooms.

c. Janitor Closets.

d. Toilet Rooms.

e. Telephone Rooms.

f. Stair Wells.

g. Kitchen Areas.

5. EXAMPLE: All of the Mechanical Rooms from the basement to the penthouse should be

keyed alike to a set, and be passed by the individual floor Master Key.

6. This system allows the roving marine who is carrying each of the Floor Master Keys

access to any of these rooms on each floor.

7. The authorized personnel for any of the individual keyed alike-set area carrying their

keyed-alike set key can open their area on any floor and not open any other area. No

other area keyed-alike set key will open any other area.

8. Tenant Areas should utilize keyed different sets and be passed by the floor master.

9. Special storage areas and cashiers offices should be single keyed different (SKD) with no

master key. This protects the integrity of the persons who have the responsibility of these

type areas.

10. Single office space shall be keyed different and passed by the floor master key. If there is

more than one entrance door into an office these doors should be keyed alike, and passed

by the floor master key.

D. The following is the Government recommended keying plan for SECURE DOOR OPENINGS:

1. Key locksets and cylinders to factory established and recorded system.

a. All key operated locks on individual doors shall be keyed alike.

b. Grand Master and Great Grand Master systems are not permitted.

c. All exterior FE and FE/BR doors shall have an interior cylinder with a non-

removable thumb turn.

d. Security doors shall be keyed different and master keyed by building within the

following categories: Exterior FE and FE/BR doors; interior hard-line doors;

Telecommunications Room doors; and EC Room doors.

e. Security doors shall be keyed different and master keyed by floor within the

Controlled Access Area, except for the PCC and Secure Conference or Processing

rooms.

f. Security doors shall be keyed alike with no master key within the following

categories: Pharmacy and Safe Haven or safe area.

51

g. Security doors shall be keyed different with no master key within the following

categories: Telephone Equipment Rooms; Secure Generator Room; React Room;

PCC; and Secure Conference or Processing rooms.

E. The COR, the General Contractor and either the RSO or the PSO shall meet to determine if

there are any special keying conditions required so they may be incorporated into the keying

schedule.

F. Key Quantities : Furnish plain bow keys of nickel silver material in the following quantities:

1. For each master key system, provide:

a. Two master keys.

b. Two control keys (pinned to the master).

c. Two operating keys per cylinder change.

2. For each individually keyed cylinder, provide:

a. Two control keys.

b. Two operating keys per keyed cylinder.

3. For each construction key system, provide:

a. Two control keys.

b. Eight master keys.

G. Identification and Control

1. Identify master keys with registry number; do not stamp with master key, letter M, or

similar identification; manufacturer's trademark or identification not allowed.

2. Stamp master keys with DO NOT DUPLICATE.

3. Furnish visual controls system; coordinate provisions with the Government. Stamp or

emboss keys and cylinders with identification code.

H. Delivery.

1. Deliver construction cores, construction master keys, and construction keys to the Project

Site.

2. Permanent cores, operating keys and permanent control keys shall be individually

packaged by the door, identified by the lock and OBO project number, and shipped by

the supplier, via prepaid freight to: Department of State, SA-24, Attention: Jim Doyle,

5800 Barclay Drive, Suite 3, Alexandria, VA 22315-5700.

3. After removal of temporary construction cores, ship construction cores, construction

keys, and construction control keys to the above-mentioned address.

2.22 FINISHES

A. Base Metals: Produce hardware units of basic metal and forming method indicated, using

manufacturers' standard metal alloy of composition, temper and hardness, but in no case of

lesser quality than specified or inferred by use of a particular manufacturer's number, style or

grade or as established by appropriate referenced specification listed herein.

52

B. Finishes: Finishes shall conform to the quality of finish including thickness of plating or

coating (if any), composition, hardness and other qualities complying with manufacturers'

standards, but in no case less than the standards established by ANSI/BHMA A156.18 and

Federal Specification FF-H-111C as applicable.

1. All exposed hardware except door closers shall be satin stainless steel, ANSI/BHMA

630/US32D. Closers shall be painted to match satin stainless steel. Hinges shall be satin

stainless steel. Items not available in stainless steel shall be furnished with satin chrome

finish, ANSI/BHMA 626/US26D.

2. Security hardware finish shall match finish of non-security hardware to the maximum

extent possible.

C. Prime Coated Items: Field painted under Division 9 painting sections.

2.23 FASTENERS

A. Manufacture hardware to conform to published templates, generally prepare for machine screw

installation. Do not provide hardware that has been prepared for self-tapping or sheet metal

screws except as specifically indicated.

1. Furnish screws for installation with each hardware item. Provide Phillips flat head or

oval head screws except as otherwise indicated. Finish exposed (exposed under any

condition) screws to match the hardware finish or, if exposed in surfaces of other work,

to match the finish of such work as closely as possible, except as otherwise indicated.

2. Provide concealed fasteners for hardware units that are exposed when the door is closed,

except to the extent no standard manufactured units of the type specified are available

with concealed fasteners.

3. Do not use through bolts for installation except where it is not possible to adequately

reinforce the work, to accept machine screws or concealed fasteners or other standard

type, to satisfactory avoid the use of through bolts. Grommet nuts and cealnuts are not

acceptable.

B. Furnish fasteners that are compatible with both the units fastened and the substrates, and which

will not cause corrosion or deterioration of hardware, base material reinforcement, or fastener.

Furnish wall stops with expansion anchors and machine screws. Furnish thresholds with lead

anchors and 1/4-20 stainless steel machine screws.

2.24 ACCESSORIES

A. Door Coat and Hat Hook: Provide cast aluminum, double prong hooks on inside face of all

private office doors and toilet rooms; Ives Model No. 405 wide body design (ANSI/BHMA

A156.16, L33113).

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine conditions and proceed with work in accordance with Division 1 requirements.

53

3.2 INSTALLATION

A. Install hardware plumb, level, and true to line in accordance with manufacturer's templates,

Section 01600, and Project conditions.

1. Install fire rated hardware in accordance with NFPA 80.

2. Where cutting and fitting is required on substrates to be field painted or similarly

finished, install, fit, remove and store hardware prior to finishing. Reinstall hardware

after finishing operations are completed.

3. Do not install surface mounted items until finishes have been completed on the substrate.

4. Reinforce attachment substrates as necessary for installation and operation.

5. For substrates which are not factory prepared for hardware:

6. Mortise work to correct size and location without gouging, splintering or causing

irregularities in exposed finish work.

7. Fit faces of mortised components snug and flush without excessive clearance.

8. Set thresholds at exterior doors in bed of sealant. Remove excess sealant.

B. Hardware Mounting Heights: Mount hardware units at heights recommended by DHI (see

"Recommended Locations for Builders Hardware") on custom doors except as otherwise

indicated or required to comply with governing regulations, and except as may be otherwise

indicated.

C. Cylinder Cores: When instructed, Contractor shall remove temporary construction cores.

Permanent cores will be installed by the Government. After installation of the permanent cores,

ship construction cores, operating keys, and control keys via pre-paid freight to the

DS/PEL/SEM address noted in Paragraph on "Keying."

D. Power-Assist Operators: Where post mounted actuator buttons are indicated, run signal wire

below grade in conduit complying with Division 16. Elsewhere, run signal wire concealed in

Technical Security System conduit. Run pneumatic lines between pumps and door operators

concealed. At curtain walls, run pneumatic lines concealed in metal trays finished to match

curtain wall.

3.3 ADJUSTING

A. Check and adjust each operating hardware item to ensure correct operation and function.

1. Adjust hardware to meet UFAS requirements for operating time and maximum opening

force.

2. Ensure weather-stripping and seals do not inhibit closing and positive latching of door.

3. Lubricate moving or operating components as recommended by hardware manufacturer.

Use graphite type lubrication if none other is recommended.

4. Replace defective materials or units that cannot be adjusted to operate as intended.

Reinstall items found improperly installed.

5. Prior to date of Substantial Completion, readjust and reapply lubricant to hardware items

as necessary.

54

3.4 DEMONSTRATION

A. Instruct Government's designated personnel in proper adjustment and maintenance of hardware

at time of Substantial Completion.

1. In the presence of the Government's representative, demonstrate that the keys operate

freely in designated unit.

2. Hardware supplier: Completely set-up key control system with keys tagged and placed in

cabinet, cross index system executed with appropriate information typed in on index

cards and instruct Government's designated personnel in the proper use of the system.

3.5 HARDWARE SETS – NON-SECURE DOORS

HW-101

Hinges FBB199 630

1 Latch ML2010 NSM 630

1 Closer 4041 689

1 Kick Plate 194S 630

1 Stop A/R 626

HW-102

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Set Flush Bolt 1842/1942 626

1 Dust Strike 570 626

1 Coordinator 1600 600

2 Closers 4041 689

2 Kick Plates 194S 630

2 Stops A/R 626

1 Astragal 357SP 600

HW-103

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

2 Flush Bolt 555 626

1 Dust Strike 570 626

1 Closer 4041-CUSH 689

2 Kick Plates 194S 630

1 Astragal 357SP 600

HW-104

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Stop A/R 626

HW-105

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Closer 4041-CUSH 689

HW-106

Hinges FBB199 630

55

1 Latch ML2010 NSM 630

1 Closer 4041 689

1 Kick Plate 194S 630

1 Stop A/R 626

HW-107

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Closer 4041-CUSH 689

1 Kick Plate 194S 630

HW-108

1 Set Bi-Fold Hardware Stanley 2916

2 Dummy Trim ML2050 630

HW-109

Hinges FBB199 630

1 Latch ML2010 NSM 630

1 Stop A/R 626

HW-110

Hinges FBB199 630

1 Latch ML2010 NSM 630

1 Stop A/R 626

HW-111

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Stop A/R 626

HW-112

Hinges FBB199 630

2 Exit Devices 9827L-F-LBR 626

2 Cylinders 3080-CT6 626

2 Closers 4041-EDA 689

2 Kick Plates 194S 630

1 Set Gasket 332CR Head & Jambs

2 Astragals 18041CP

2 Magnetic Holders SEM 7850 689

HW-113

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Closer 4041 689

1 Kick Plate 194S 630

1 Stop A/R 626

HW-114

Hinges FBB199 630

2 Exit Devices 9847L-F-LBR 626

2 Closers 4041-EDA 689

2 Kick Plates 194S 630

2 Stops A/R 626

56

HW-115

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Stop A/R 626

HW-116

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Stop A/R 626

HW-117

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Closer 4041-EDA 689

1 Kick Plate 194S 630

1 Stop A/R 626

HW-118

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

2 Flush Bolts 555 626

1 Dust Strike 570 626

2 Armor Plates 194S 630

2 Stops A/R 626

1 Astragal 357 SP 600

HW-119

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

1 Set Flush Bolts 1842 / 1942 626

1 Dust Strike 570 626

1 Coordinator 1600 600

2 Brackets MB 600

2 Closers 4041 EDA 689

2 Kick Plates 194S 630

2 Stops A/R 626

1 Astragal 357 SP 600

HW-120

Hinges FBB199 630

1 Exit Device 9875L-F OBS 626

1 Exit Device 9847EO-F 630

1 Cylinder 1080-CT6 626

2 Closers 4041 689

2 Kick Plates 194S 630

2 Stops A/R 626

HW-121

Hinges FBB199 630

1 Exit Device 98L-F 626

1 Cylinder 3080-CT6 630

1 Closer 4041 689

1 Kick Plate 194S 630

57

1 Stop A/R 626

HW-122

Hinges FBB199 630

1 Lock ML2055-CT6 NSM 630

1 Closer 4041-EDA 689

1 Kick Plate 194S 630

1 Set Gasketing S88D Head & Jambs

1 Stop A/R 626

HW-123

Hinges FBB199 630

2 Dummy Trim ML2050 630

2 Roller Latches 592 Mount at Head 626

2 Stops A/R 626

HW-124

Hinges FBB199 630

1 Latch ML2010 NSM 630

1 Closer 4041 689

1 Kick Plate 194S 630

1 Set Gasketing S88D Head & Jambs

1 Stop A/R 626

HW-125

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

1 Closer 4041 689

1 Stop A/R 626

HW-126

1 Pocket Door Frame Stanley PDFC150N-00-72

1 Privacy Latch 1069L 626

HW-127

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

1 Set Flush Bolts 1842 / 1942 626

1 Dust Strike 570 626

1 Coordinator 1600 600

2 Closers 4041 689

2 Kick Plates 194S 630

2 Stops A/R 626

1 Astragal 357 SP 600

HW-128

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

1 Closer 4041 689

1 Kick Plate 194S 630

1 Stop A/R 626

58

HW-129

Hinges FBB199 630

1 Lock ML2030-CT6 NSM 630

1 Closer 4041 689

1 Kick Plate 194S 630

1 Set Gasketing S88D Head & Jambs

1 Threshold (Verify)

1 Stop A/R 626

HW-130

Hinges FBB199 630

1 Exit Device 98L 626

1 Cylinder 3080-CT6 630

1 Closer 4041-H-CUSH 689

1 Kick Plate 194S 630

1 Set Weather-strip 332CR Head & Jambs

1 Threshold 2005AT

HW-131

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

1 Closer 4041-CUSH 689

1 Set Weather-strip 332CR Head & Jambs

1 Threshold 2005AT

HW-132

Hinges FBB199 630

1 Lock ML2067-CT6 NSM 630

1 Closer 4041-H-CUSH 689

1 Kick Plate 194S 630

1 Set Weather-strip 332CR Head & Jambs

1 Threshold 2005AT

HW-133

Hinges FBB199 630

2 Sets Push-Pull Bars 154 630

2 Closers 4041-CUSH 689

2 Door Sweeps 315CN

1 Set Weather-strip 332CR Head & Jambs

2 Astragals 18041CP

1 Threshold 2005AT

HW-134

Hinges FBB199 630

1 Set Push-Pull Bars 154 630

1 Closer 4041-CUSH 689

1 Door Sweep 315CN

59

1 Set Weather-strip 332CR Head & Jambs

1 Threshold 2005AT

HW-135

Hinges FBB199 ETW @ inactive 630

1 Lock ML2057-CT6 NSM 630

1 Hirsh Scramble Pad Model 8 w/2 interior/exterior pads

and serial printer

630

1 Set Flush Bolts 1842 / 1942 626

1 Dust Strike 570 626

1 Coordinator 1600 600

2 Brackets MB 600

2 Closers 4041-CUSH 689

2 Kick Plates 194S 630

1 Electric Strike 6223-FSE 630

1 Astragal 357 SP 600

HW-136

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

2 Flush Bolts 555 626

1 Dust Strike 570 626

2 Stops A/R 626

1 Astragal 357 SP 600

HW-137

Hinges FBB199 630

1 Lock ML2057-CT6 NSM 630

2 Flush Bolts 555 626

1 Dust Strike 570 626

1 Closer 4041-H-CUSH 689

1 Set Weather-strip 332CR Head & Jambs

1 Threshold 2005AT

3.6 HARDWARE SETS – SECURE DOORS

Set SH-1

1 Exit device EL98NL x 299 strike Von Duprin

1 Closer 4041-CUSH x SRI LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Power transfer EPT-2 Von Duprin

1 Cylinder & interchangeable core 32-0400A x CT-Y32 Medeco

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Note: Provide acoustical treatment.

60

Set SH-1 MOD1

1 Exit device EL98NL x 299 strike Von Duprin

1 Power-assist closer 4840 equalizer LCN

1 4840-72 MC Cover LCN

1 4840-3077 CNS Cush-N-Stop Arm LCN

1 set Flexible tubing 925 & fittings - as required LCN

1 460 Pneumatic transfer hinge LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Power transfer EPT-2 Von Duprin

1 Cylinder & interchangeable core 32-0400A x CT-Y32 Medeco

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section. Also furnished door with minimum 940mm clear width

to accommodate electromagnetic lock with LCN 4840

Set SH-1 MOD2

1 Exit device EL98NL x 299 strike Von Duprin

1 Power-assist closer 4840 equalizer LCN

1 4840-72 MC Cover LCN

1 4840-3077 CNS Cush-N-Stop Arm LCN

1 460 Pneumatic transfer hinge LCN

1 set Flexible tubing 925 & fittings - as required LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Power transfer EPT-2 Von Duprin

1 Cylinder & interchangeable core 32-0400A x CT-Y32 Medeco

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section. Also furnish door with minimum 940mm clear width to

accommodate electromagnetic lock with LCN 4840

Set SH-1 MOD3

1 set Forced entry locks*

1 Closer 4041-CUSH x SRI LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Exit device 98EO x 299 strike Von Duprin

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Kick plate 194S Hager

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-1 MOD4

1 set Forced entry locks*

1 Hinge*

1 Exit Device EL98TP x 299 strike Von Duprin

1 Power-assist closer 4840 equalizer LCN

61

1 4840-72 MC Cover LCN

1 4840-3077 CNS Cush-N-Stop Arm LCN

1 460 Pneumatic transfer hinge LCN

1 Flexible Tubing 925 & Fittings LCN

1 Magnetic door holder SEM 7820 LCN

1 Monitor switch 1076D Sentrol

1 Power transfer EPT-2 Von Duprin

1 Cylinder & interchangeable core 32-0400A x CT-Y32 Medeco

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Kick plate 194S Hager

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section. Also furnished door with minimum 940mm clear width to

accommodate electromagnetic lock with LCN 4840

Set SH-2

1 Hinge*

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Closer 4041-CUSH LCN

1 Monitor switch 1076D Sentrol

1 Pushbutton lock L1021M Simplex

1 Interchangeable core 32-0201 Medeco

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-2 MOD1

1 Hinge*

1 Closer 4041-CUSH LCN

1 Monitor switch 1076D Sentrol

1 Pushbutton lock L1021M Simplex

1 Deadbolt 11-7400 Medeco

2 Interchangeable core 32-0201 Medeco

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-2 MOD2

1 Hinge*

1 Pushbutton lock L1021M Simplex

2 Interchangeable core 32-0201 Medeco

1 Closer 4041-CUSH LCN

1 Deadbolt 11-7400 Medeco

1 Monitor switch 1076D Sentrol

1 Electromagnetic lock 2268 x DYNST x 24v DynaLock

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

62

Set SH-2A

1 set Forced entry locks*

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Closer 4041-CUSH LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Pushbutton lock 2450-41 Simplex

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Exit device 99NL x 990NL-R x 299 strike Von Duprin

1 Cylinder & interchangeable core 32-0400a x CT-Y32 Medeco

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-2A MOD1

1 set Forced entry locks*

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Closer 4041-CUSH LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Digitrac Model M1N230 220V Combination Switch Hirsch

1 Scramble Pad DS-47L Hirsch

1 Mounting Box MB-8 Hirsch

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Exit device 99NL x 990NL-R Von Duprin

1 Cylinder & interchangeable core 32-0400a x CT-Y32 Medeco

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-2B

1 Forced entry locks*

1 Closer 4041-CUSH LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Exit device 98EO x 299 strike Von Duprin

1 Pushbutton lock LP 1020M Simplex

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Interchangeable core 32-0201 Medeco

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-2B MOD1

1 set Forced entry locks*

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Closer 4041-CUSH LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

2 Cylinder & interchangeable core 32-0201 Medeco

1 Pushbutton lock EE 1021MEE Simplex

63

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Note: Provide acoustical treatment.

Set SH-3

1 Closer 4041-CUSH LCN

1 Hinge*

1 Lockset ML2267 with 402F30 Scalp Plate Corbin Russwin

1 Cylinder and interchangeable core 32-0200 x CT-Z00 Medeco

1 Monitor switch 1076D Sentrol

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-3 MOD 1

1 Lockset ML2065 Corbin Russwin

1 Closer 4041-CUSH LCN

1 Hinge*

1 Monitor switch 1076D Sentrol

2 32-0200 x CT - Z00 interchangeable core and cylinder Medeco

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-3 MOD2

1 Closer 4041-CUSH LCN

1 Hinge*

1 Pushbutton Lock L1021M Simplex

1 Deadbolt 11-7400 Medeco

2 Interchangeable core 32-0201 Medeco

1 Monitor switch 1076D Sentrol

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-4

1 Closer 4041-CUSH x SRI LCN

1 Hinge*

1 Lockset ML2267 with 402F30 Scalp Plate Corbin Russwin

1 Cylinder and interchangeable core 32-0200 x CT-Z00 Medeco

1 Monitor switch 1076D Sentrol

1 set Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-4 MOD1

1 Closer 4041-SRI x CUSH LCN

1 Hinge*

64

1 Lockset ML2267 with 402F30 Scalp Plate Corbin Russwin

1 Cylinder and interchangeable core 32-0200 x CT-Z00 Medeco

1 Monitor switch 1076D Sentrol

1 set Forced entry locks*

1 Combination lock with deadbolt extension 8555-102 Sargent & Greenleaf

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-4A

1 Closer 4041-CUSH x SRI LCN

1 Magnetic door holder SEM 7820 LCN

1 Hinge*

1 Lockset ML2267 with 402F30 Scalp Plate Corbin Russwin

1 Cylinder and interchangeable core 32-0200 x CT-Z00 Medeco

1 Monitor switch 1076D Sentrol

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-5A

1 Hinge*

1 Exit device EL 98TP x 990 TP-R Von Duprin

1 Cylinder & interchangeable core 32-0400A x CT-Y32 Medeco

1 set Forced entry locks*

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Closer 4041-CUSH x SRI LCN

1 Power transfer EPT-2 Von Duprin

1 Monitor switch 1076D Sentrol

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-5A MOD1

1 set Forced entry locks*

1 Hinge*

1 Monitor switch 1076 Sentrol

1 Power transfer EPT-2 Von Duprin

1 Exit device EL 98TP x 990 TP-R Von Duprin

1 Interchangeable core & cylinder 32-0400A x CT-Y32 Medeco

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 4840 Equalizer LCN

1 4840-72 MC Cover LCN

1 set Flexible tubing 925 & fittings - as required LCN

1 4840-3077 CNS Cush-N-Stop Arm LCN

1 460 Pneumatic transfer hinge LCN

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section. Also furnish door with minimum 940mm clear width to

accommodate electromagnetic lock with LCN 4840

Set SH-5B

65

1 Hinge*

1 Exit device 98EO x 299 strike Von Duprin

1 set Forced entry locks*

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Closer 4041-CUSH x SRI LCN

1 Monitor switch 1076D Sentrol

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-5B MOD1

1 Hinge*

1 Exit device EL 98EO x 299 strike Von Duprin

1 Power transfer EPT-2 Von Duprin

1 set Forced entry locks*

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Monitor switch 1076D Sentrol

1 Power-assist closer 4840 equalizer LCN

1 4840-72 MC Cover LCN

1 4840-3077 CNS Cush-N-Stop Arm LCN

1 set Flexible tubing 925 & fittings - as required LCN

1 460 Pneumatic transfer hinge LCN

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section. Also furnish door with minimum 940mm clear width to

accommodate electromagnetic lock with LCN 4840

Set SH-6

2 Hinges*

1 Exit device 98EO x 299 strike x mullion Von Duprin

1 set Head & foot bolts*

2 Closer-holders 4413-ME x 24V LCN

2 Armor plates 194S Hager

2 Electromagnetic locks 2268 x DYNST x 24V DynaLock

2 Monitor switches 1076D Sentrol

2 Stops 466 Rockwood

1 set Forced entry locks*

1 set Weather-stripping 332CR - Head & Jambs Pemko

1 Threshold 2005AS (continuous across opening) Pemko

1 Meeting stile gasket 375CR Pemko

2 Sill sweeps 315CN Pemko

1 Astragal*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-6 MOD1

2 Hinges*

1 Exit device EL 98NL x 299 strike x mullion Von Duprin

1 Interchangeable core & cylinder 32-0400A x CT-Y32 Medeco

1 Power transfer EPT-2 Von Duprin

1 set Head & foot bolts*

66

2 Closer-holders 4413-ME x 24V LCN

2 Armor plates 194S Hager

2 Electromagnetic locks 2268 x DYNST x 24V DynaLock

1 Power supply PS873-2 Von Duprin

2 Monitor switches 1076D Sentrol

2 Stops 466 Rockwood

2 sets Forced entry locks*

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Note: Top vision panel in each leaf

Set SH-7A MOD1

1 Closer 4041-CUSH LCN

1 Digitrac Model M1N230 220V Combination Switch Hirsch

1 Scramble Pad DS-47L Hirsch

1 Mounting Box MB-8 Hirsch

1 Electric strike 310-2 3/4 x NFS x 24V Folder Adam

1 Exit device 9875NL-F x 575 strike Von Duprin

1 Cylinder & interchangeable core 32-0200 x CT-Z01 Medeco

Hinges T4B3786-NRP McKinney

1 Monitor switch 1076D Sentrol

Set SH-8

1 Hinge*

1 Closer 4041-CUSH LCN

1 Exit device RX-98EO x 299 strike Von Duprin

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Monitor switch 1076D Sentrol

1 Power transfer EPT-2 Von Duprin

1 Fire door control package 944 (includes control module,

audio/visual display & back mounting box)

AES

1 set Forced entry locks*

1 set Weather-stripping 332CR - Head & Jambs Pemko

1 Threshold*

1 Sill sweep 315CN Pemko

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-8 MOD1

1 Hinge*

1 Closer 4041-CUSH LCN

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Monitor switch 1076D Sentrol

1 Fire door control package 944 (includes control module,

audio/visual display & back mounting box)

AES

1 Exit device RX-EL 98NL x 299 strike Von Duprin

1 Interchangeable core & cylinder 32-0400A x CT-Y32 Medeco

1 Power supply PS873-2 Von Duprin

1 Power transfer EPT-10 Von Duprin

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

67

Set SH-9

1 Combination lock CD-X08 with deadbolt extension Mas Hamilton

1 Door viewer U696 Ives

1 Monitor switch SM-3 Wells Fargo

1 Stop 441CU Rockwood

Note: Balance of hardware by Vault door manufacturer. GSA class 5 vault door upgraded to

Government Code 2133.

Set SH-10

1 Electro-mechanical lock 8497-100 Sargent & Greenleaf

1 Crypto Lock CC-8521A Moniteq

1 Cylinder & interchangeable core 32-0400A x CT-Y32 with

5/16" trim ring

Medeco

1 Armored cable 271 Alarm Lock Corp.

1 Day gate installation kit Door Manufacturer

1 Stop 441CU Rockwood

1 Door Closer and door handle for day gate

Note: Balance of hardware by Vault door manufacturer. Day gate is opaque for acoustic and

mechanical reasons.

Set SH-11

Hinges T4B3386-NRP McKinney

1 Combination lock 8555 with deadbolt extension x strike as

required

Sargent & Greenleaf

1 Pushbutton lock L1021M Simplex

1 Interchangeable core 32-0201 Medeco

1 Monitor switch 1076H Sentrol

1 Stop A/R Rockwood

Set SH-11 MOD1

Hinges T4B3386-NRP McKinney

1 CD-X08 combination lock with deadbolt extension Mas Hamilton

1 Pushbutton lock L1021M Simplex

1 Interchangeable core 32-0201 Medeco

1 Closer 4041-CUSH x SRI LCN

1 Monitor switch 1076H Sentrol

1 set Sound seals 599C - Head & Jambs Reese

1 Threshold 151A Pemko

1 Auto door bottom 521C Reese

Set SH-12A

Hinges T4B3386-NRP McKinney

1 Deadlock 11-7400 Medeco

1 Cylinder & interchangeable core 32-0201 Medeco

1 Lockset ML2057 Corbin Russwin

1 Cylinder & interchangeable core 32-0200 x CT-Z01 Medeco

1 Closer 4041-CUSH LCN

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Monitor switch 1076H Sentrol

Set SH-12A MOD1

Hinges T4B3386-NRP McKinney

68

1 Deadlock 11-7402 Medeco

2 Cylinders & interchangeable cores 32-0201 Medeco

1 Lockset ML2057 Corbin Russwin

1 Cylinder & interchangeable core 32-0200 x CT-Z01 Medeco

1 Closer 4041-CUSH LCN

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Monitor switch 1076H Sentrol

1 Power-assist closer 4840 equalizer LCN

1 4840-72 cover LCN

1 4820-3077 CNS Cush-N-Stop Arm LCN

1 set Flexible tubing 925 & fittings - as required LCN

Set SH-12B

Hinges T4B3386-NRP McKinney

1 Deadlock 11-7400 Medeco

1 Pushbutton lock L1021M Simplex

2 Cylinders & interchangeable cores 32-0201 Medeco

1 Closer 4041-CUSH LCN

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Monitor switch 1076H Sentrol

Set SH-12B MOD1

Hinges T4B3386-NRP McKinney

1 Deadlock 11-7402 Medeco

1 Pushbutton lock EE1021M/EE1021M Simplex

3 Cylinders & interchangeable cores 32-0201 Medeco

1 Closer 4041-CUSH LCN

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Monitor switch 1076H Sentrol

Set SH-12C

Hinges T4B3386-NRP McKinney

1 Combination lock 8555 with deadbolt extension x strike as

required

Sargent & Greenleaf

1 Pushbutton lock L1021M Simplex

1 Interchangeable core 32-0201 Medeco

1 Closer 4041-CUSH LCN

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Monitor switch 1076H Sentrol

Note: Provide acoustical treatment at doors located at waiting areas, growth area, and entry areas to

the suites.

Set SH-12C MOD1

Hinges T4B3386-NRP McKinney

1 Combination lock 8555 with deadbolt extension x strike as

required

Sargent & Greenleaf

1 Pushbutton lock L1021M Simplex

1 Interchangeable core 32-0201 Medeco

1 Closer 4041-CUSH LCN

1 Monitor switch 1076H Sentrol

69

Note: Provide acoustical treatment at doors located at TDY office, TDY work stations, meeting

rooms, and conference rooms.

Set SH-12C MOD2

Hinges T4B3386-NRP McKinney

1 Pushbutton lock L1021M Simplex

1 Interchangeable core 32-0201 Medeco

1 Closer 4041-CUSH LCN

1 Monitor switch 1076H Sentrol

1 Combination lock CD-X08 with deadbolt extension Mas Hamilton

Set SH-12C MOD3

Hinges T4B3386-NRP McKinney

1 Combination lock CD-X08 with deadbolt extension Mas Hamilton

1 Pushbutton lock L1021M Simplex

1 Interchangeable core 32-0201 Medeco

1 Closer 4041-CUSH LCN

1 Electric strike 310-2 3/4 x NFS x 24V Folger Adam

1 Monitor switch 1076H Sentrol

Set SH-13

Hinges T4B3386-NRP McKinney

1 Lockset ML2067 with 402F30 Scalp Plate Corbin Russwin

1 Cylinder & interchangeable core 32-0200 x CT-Z00 Medeco

1 Monitor switch 1076H Sentrol

1 Stop A/R Rockwood

Set SH-13 MOD1

Hinges T4B3386-NRP McKinney

1 Lockset ML2022 Corbin Russwin

2 Cylinders & interchangeable core 32-0200 x CT-Z00 Medeco

1 Monitor switch 1076H Sentrol

1 Stop A/R Rockwood

1 set Weather-stripping 332CR – Head & Jambs* Pemko

1 Threshold 2005AT* Pemko

1 Sill sweep 315CN* Pemko

Note: * At exterior Door No. C-304A.

Set SH-14

1 Latchset ML2010 Corbin-Russwin

1 Combination lock 8555 with deadbolt extension x strike as

required

Sargent & Greenleaf

Hinges T4B3386-NRP McKinney

1 Stop A/R Rockwood

1 Monitor switch 1076H Sentrol

Set SH-14 MOD1

Hinges T4B3386-NRP McKinney

1 Pushbutton lock L1021M Simplex

1 Cylinder & interchangeable core 32-0201 Medeco

1 CD-X08 combination lock with deadbolt extension Mas Hamilton

1 Monitor switch 1076H Sentrol

1 Stop A/R Rockwood

70

Set SH-15

Hinges T4B3386-NRP McKinney

1 Pushbutton lock L1021M Simplex

1 Cylinder & interchangeable core 32-0201 Medeco

1 Monitor switch 1076H Sentrol

1 Stop A/R Rockwood

Set SH-15 MOD1

Hinges T4B3386-NRP McKinney

1 Pushbutton lock L1021M Simplex

1 Cylinder & interchangeable core 32-0201 Medeco

1 Monitor switch 1076H Sentrol

1 Closer 4041-CUSH LCN

1 Sliding deadbolt and strike SM-181 x #14 Sargent & Greenleaf

Set SH-15A

Hinges T4B3386-NRP McKinney

1 Deadlock 11-7400 Medeco

1 Pushbutton lock L1021M Simplex

2 Cylinders & interchangeable cores 32-0201 Medeco

1 Monitor switch 1076H Sentrol

1 Stop A/R Rockwood

Set SH-15A MOD1

Hinges T4B3386-NRP McKinney

1 Pushbutton lock L1021M Simplex

1 Cylinder & interchangeable core 32-0201 Medeco

1 Monitor switch 1076H Sentrol

1 Closer 4041-CUSH LCN

1 Electromagnetic lock 2268 x DYNST x 24V DynaLock

Set SH-15A MOD2

Hinges T4B3386-NRP McKinney

1 Pushbutton lock L1021M Simplex

1 Cylinder & interchangeable core 32-0201 Medeco

1 Deadlock 4013 x less outside cylinder Corbin Russwin

1 Closer 4041-H-CUSH LCN

1 Monitor switch 1076H Sentrol

Note: Provide acoustical treatment.

Set SH-16

Hinges T4B3386-NRP McKinney

1 Deadlock 11-7400 Medeco

1 Pushbutton lock L1021M Simplex

2 Cylinders & interchangeable cores 32-0201 Medeco

2 Sliding deadbolts and strikes SM 181 x #13 Sargent Greenleaf

2 Monitor switches 1076D Sentrol

1 Stop A/R Rockwood

Set SH-17

1 Lockset ML2067 with 402F30 Scalp Plate Corbin Russwin

1 Cylinder & interchangeable core 32-0200 x CT-Z00 Medeco

71

1 Monitor switch 1076D Sentrol

Hinges T4B3386-NRP McKinney

1 Stop A/R Rockwood

Set SH – 18- Lock and Leave (L&L) Primary Opaque Door

1 Cypher Lock (access control) SB-24-110

Continental

Instruments (or equal,

see Note #1)

Varies Certified Forced Entry Lock x Manufacturer

(no external keyway)*

Note #2

1 Door Closer 4041 x Cush-n-Stop x Finish

LCN

Varies Certified Hinge x Manufacturer* Note #2

1 Combination lock with deadbolt extension

(reverse bevel door) 8565-102

Sargent & Greenleaf

(orDS-approved equal,

see Note #2)

1 Magnetic Switch (door monitor) 1076D

Sentrol

1 Electric Power Transfer EPT-1024 x Finish VonDuprin

(SeeNote #3) 1 Panic Exit Device (access control)

RXEL98DT-F x 980DT trim x 299F strike

x Finish

VonDuprin

(See Notes #3, #4, #5,

& #6) 1 Electromagnetic Locking Device

2268DYNST/24V-10 x MBS

Locknetics (See Note

#6)

1 Combination Lock Weather Cover FSS-961

Federal Security

Systems (or DS-

approved equal)

1 Combination Lock Interior Service Cover

FSS-962

Federal Security

Systems (or DS-

approved equal)

Note: A) * Quantity and model to be same as on certified door, except that FE/BR hinges shall

be as specified for hinges in Part 2 of this section.

B) for compliance with the Uniform Federal Accessibility standards:

Delete: LCN door closer

Add: LCN 4840, LCN 4840-72MC Cover, LCN 4840-3077, LCN 460 Pneumatic

Transfer Hinges and LCN 925 Pneumatic Tubing.

NOTE 1: Power to the EL99 must be provided by an AES726 or 926 power supply. The electronic

door control is typically a HIRSCH M8. Other DS approved automated access system

locks lock may be substituted. For very small posts, a Moniteq CC-8521 A keypad is

acceptable. Provide a battery backup.

NOTE 2: For non-forced entry doors, substitute one Medeco Maxum Deadbolt (model No. 11-

7400-6ff-kk) or an equivalent DS-approved one-inch deadbolt lock instead of the

manufacturers forced entry locks, and McKinney (or equivalent) none-removable pin

hinges (1 and ½ pair) instead of the certified hinge. The S&G combination lock is

optional.

72

NOTE 3: The Von Duprin Electric Power Transfer (21a) and RX sensor switch (Von Duprin part

#050226) may be ordered as separate items to field upgrade an existing Von Duprin

EL99.

NOTE 4: Existing EL99 panic exit devices equipped with the dogging feature must have the

mechanical housing cover plate reversed, to prevent the dogging of the electric latch.

NOTE 5: The RX option is not required on doors having automated access readers on both the

interior and exterior side for entry/exit monitoring and anti-passback. This design

requires that the electromagnetic lock be incorporated into the fire alarm system to

provide emergency deactivation.

NOTE 6: DS-approved alternative hardware with comparable locking force may be substituted for

the electric locking hardware. OBO/SM/TSB shall be consulted on all projects that are

OBO funded.

Set SH - 18A - Lock and Leave (L&L) Transparent Door

1 Cypher Lock (access control) SB-24-110

Continental Instruments

(or equal, see Note # 1)

Varies Certified Forced Entry Lock x Manufacturer* Note #2 1 Door Closer 4041 x Cush-n-Stop x Finish

LCN

Varies Certified Hinge x Manufacturer* Note #2

1 Magnetic Switch (door monitor) 1076D

Sentrol

1 Electric Power Transfer EPT-1024 x Finish

Von Duprin (See Note # 3)

1 Panic Exit Device (access control) RXEL98NL x

980NL-R Trim less cylinder x 299F strike x

Finish

Von Duprin (See Notes

#3, #4, #5, & #6)

1 Electromagnetic Locking Device

2268DYNST/24V-10 x MBS

Locknetics

(See Note #6)

1 Recessed Mount Key Control Lockbox

(w/Combination Lock) 4440-GCI

Knox (or DS-approved

equal)

1 High Security Deadbolt Lock (w/Interior

Thumbturn) 6000 x Finish x 2-3/4 x D

ASSA

(See Notes #2, #7, & #8)

1 Toggle Switch (Rating 1 Amp @ 24 VDC or

greater) Generic

Generic

Note:

A) * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

B) for compliance with the Uniform Federal Accessibility standards:

Delete: LCN door closer

Add: LCN 4840, LCN 4840-72MC Cover, LCN 4840-3077 , LCN 460 Pneumatic

Transfer Hinges and LCN 925 Pneumatic Tubing.

NOTE 1: Power to the EL99 must be provided by an AES726 or 926 power supply. The electronic

door control is typically a HIRSH M8. A DS approved automated access system may be

substituted. For very small posts a Monteq CC-8521 A keypad is acceptable. Provide

battery backup.

NOTE 2: For non-forced entry doors, substitute McKinney (or equivalent) non-removable pin

hinges (1 and ½ pair for the certified hinge, a Medeco Maxim Deadbolt with removable

Medeco core for the ASSA deadbolt, and eliminate the manufacturers forced entry locks.

The combination lock key container and Toggle Switch are optional.

73

NOTE 3: The Von Duprin Electric Power Transfer and RX sensor switch (Von Duprin part

#050226) may be ordered as separate items to field upgrade an existing Von Duprin

EL99.

NOTE 4: Existing EL99 panic exit devices equipped with the dogging feature must have the

mechanical housing cover plate reversed, to prevent the dogging of the electric latch.

NOTE 5: The RX option is not required on doors having automated access readers on both the

interior and exterior side for entry/exit monitoring and anti-passback. This design

requires that the electromagnetic lock be incorporated into the fire alarm system to

provide emergency deactivation.

NOTE 6: DS-approved alternative hardware with comparable locking force may be substituted for

the electric locking hardware. A/FBO/PE/CSM shall be consulted on all projects that are

A/FBO funded.

NOTE 7: The ASSA deadbolt with key must be procured through DS/PEL/SEM.

NOTE 8: The ASSA deadbolt (49) key is to be securely tethered to the interior of the Key Lockbox

(48). The tether should be of chain type material and of a thickness sufficient to

withstand daily usage.

Set SH - 18B: Emergency Exit (L&L) Bypass Opaque or Transparent Door

Varies Certified Forced Entry Lock x Manufacturer

w/Exterior Cylinder x ASSA Keyway*

Note #2

1 Door Closer 4041 x Cush-n-Stop x Finish

LCN

Varies Certified Hinge x Manufacturer Note #2

1 Magnetic Switch (door monitor) 1076D

Sentrol

1 Electromagnetic Locking Device

2268DYNST/24V-10 x MBS

Locknetics

1 Panic Exit Device SS98EO x 299 Strike X Finish

Von Duprin

1 Fire Door Control Package AES-944 (may not be

present on existing doors)

AES

1 Recessed Mount Key Control Lockbox

(w/Combination Lock) 4440-GCI

Knox (or DS-

approved equal)

1 Toggle Switch (Rating 1 Amp @ 24 VDC or

greater) Generic

Generic

1 Interchange Core & Rim Cylinder Assembly

32-0400A-6ff-kk X CT-Y32

Medeco

Note:

A) * Quantity and model to be same as on certified door, except that FE/BR hinges

shall be as specified for hinges in Part 2 of this section.

B) for compliance with the Uniform Federal Accessibility standards:

Delete: LCN door closer

Add: LCN 4840, LCN 4840-72MC Cover, LCN 4840-3077 , LCN 460 Pneumatic

Transfer Hinges and LCN 925 Pneumatic Tubing.

Set SH-19

2 sets Forced entry locks with exterior cylinders*

2 Hinges*

1 Latchset ML2010 Corbin-Russwin

1 Combination lock 8555 with deadbolt extension x strike as

required

Sargent & Greenleaf

74

1 set Head & foot bolts*

2 Stops A/R Rockwood

Note: * Quantity and model to be same as on certified door, except that FE/BR hinges shall be as

specified for hinges in Part 2 of this section.

Set SH-21 MOD1

Hinges T4B3386-NRP McKinney

2 Monitor switches 1076H Sentrol

1 Latchset ML2010 Corbin-Russwin

1 Deadlock 11-7400 Medeco

1 Cylinder & interchangeable core 32-0201 Medeco

2 Sliding deadbolts and strikes SM 181 x #13 Sargent Greenleaf

2 Stops A/R Rockwood

Set Gate Hardware

Exterior padlocks 54-510R00KA Medeco

Gate C-106B,C-106C

Gates C –301A, C-301B, C-305B & C-305C

2 each at C-304B & C-304

END OF SECTION 08714

NOB SECURITY DOOR & HARDWARE SCHEDULE

The "Swing" column indicates "xxR"; a reverse bevel swing door is required for all FEBR doors. The

swing to be determined by the A&E (RHRB or LHRB). "Dxx" indicates a double door with undetermined

swing. The designer shall coordinate the following: adding proper design of required acoustic

protection, stops, finishes (for both hardware and doors), thresholds, weatherstripping, seals, sweeps, etc.;

updating Government Code to coordinate with required fire protection; updating schedule as design is

developed; setting degree of opening for closers; verifying model of LCN pneumatic control box and

tubing works with design location of control box to door; updating doors & hardware with design

changes; etc.

The following security hardware are provided as a general guidance. However the contractor is

responsible to design the security hardware according to the RFP package in consultation with

OBO/PE/DE/SEB Security Branch .

Note :

Acoustical Treatment: Provide full door gasketing/acoustical seals with flat threshold installed to

maintain STC rating of surrounding walls.

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

CCAC-01 Cer. CAC,

Consular Main

Entrance

1141 SHW-5A

(Mod 1)

Full height

Exterior.

CCAC-02 Cer. CAC,

Consular Main Exit

1141 SHW-5B

(Mod 1)

Full height

Exterior.

CCAC-03 Cer. CAC, Emp/

Visitor Main

Entrance

1141 SHW-5A

(Mod 1)

Full height

Exterior.

75

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

CCAC-04 Cer. CAC, Emp/

Visitor Main Exit

1141 SHW-5B

(Mod 1)

Full height

Exterior.

CCAC-05 Cer. CAC,

Corridor to Guard

Booth

1123 SHW-3

(Mod 2)

½ light (top)

CCAC-06 Cer. CAC,

Corridor to Sally

Port

1111 SHW-

12B

(Mod 1)

Full height

Exterior.

CCAC-07 Cer. CAC, Sally

Port to Compound

--- ---

--- --- Swing not

shown correctly

on plans. Use

Remote Latch,

weather-rated,

operated from

within

Ceremonial

CAC Guard

Booth with

override

controls at MSG

Post 1.

CCAC-08 Compound to Cer.

CAC Elec Room

2111 SHW-21

(Mod 1)

---

Pair. Exterior.

CCAC-09 Cer. CAC Cons.

Exit, CAC to

Compound

1111 SHW-

12A

(Mod 1)

Full height

Exterior.

CCAC-10 Cer. CAC Cons.

Entrance, CAC to

Compound

1111 SHW-

12A

(Mod 1)

Full height

Exterior.

CCAC-11 Cer. CAC Visitor

Exit, CAC to

Compound

1111 SHW-

12A

(Mod 1)

Full height

Exterior.

CCAC-12 Cer. CAC Visitor

Entrance, CAC to

Compound

1111 SHW-

12A

(Mod 1)

Full height

Exterior.

CCAC-13 Cer. CAC, CAC to

Visa Passback

Booth

1123 SHW-2

(Mod 1)

½ light (top)

SCAC-1 Serv. CAC

Entrance, Parking

Lot to CAC

1141 RHR SHW-1

(Mod 1)

Full height

Exterior.

SCAC-2 Serv. CAC,

Corridor to Guard

Booth

1123 RHR SHW-3

(Mod2)

½ light (top)

SCAC-3 Serv. CAC,

Corridor to Sally

Port

1111 RHR SHW-

12B

(Mod 1)

Full height

Exterior.

SCAC-4 Serv. CAC, Sally

Port to Compound

--- RHR ---

--- --- Use Remote

Latch, weather-

rated, operated

from within

Service CAC

Guard Booth

with override

controls at MSG

Post 1.

SCAC-5 Serv. CAC

Corridor to Elec

Room

2x11 DRHR SHW-21

(Mod 1)

---

Pair.

SCAC-6 Serv. CAC

Screening Area to

Compound

1111 RHR SHW-

12A

(Mod 1)

Full height

SCAC-7 Service CAC,

Parking Lot to

Loading/X-ray

--- -- ---

--- --- Overhead door.

Use two (2)

Padlocks --

Medeco 54-

510R00KA.

Exterior.

SCAC-8 Service CAC,

Loading/X-ray to

Compound

--- -- ---

--- --- Overhead door.

Use two (2)

Padlocks --

Medeco 54-

510R00KA.

Exterior. SCAC-9 Service CAC,

Compound to

Loading/X-ray

2111 LHR SHW-13

---

Exterior.

76

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

SCAC-10 To Protected

Generator

2133 DRHR SHW-19

---

Pair. Not

shown on plans.

Could be

located in

Service CAC or

elsewhere.

Could be

exterior. If

switchgear,

automatic

transfer switch,

and other

equipment

required to

operate

protected

generator is

located out of

the generator

room, then it

also requires

SHW-19, DOS

Code 2133.

SCAC-11 Service CAC,

Outside to Trash

Area

--- --- ---

---

Provide two (2)

Padlocks --

Medeco 54-

510R00KA.

B2-xx Loading Dock to

Lobby/Vestibule

1123 DRHR SHW-6

(Mod 1)

½ light (top) Delete Von Duprin

99EO; Add Von Duprin

EL99NL x 990NL-R

Trim less cylinder x 299

strike, add Von Duprin

EPT-2, add Medeco 32-

0400A x CT-Y32.

Exterior.

B2-xx Exterior –

Emergency door

2123 SHW-8

---

Exterior.

B2-xx Loading Dock to

GSO Shops

1123 DRHR SHW-6

(Mod 1)

½ light (top) Delete Von Duprin

99EO; Add Von Duprin

EL99NL x 990NL-R

Trim less cylinder x 299

strike, add Von Duprin

EPT-2, add Medeco 32-

0400A x CT-Y32.

Pair. Exterior.

B2-xx Lobby/Vestibule to

Bldg Corridor

1123 DRHR SHW-6

(Mod 1)

½ light (top) Delete Von Duprin

99EO; Add Von Duprin

EL99NL x 990NL-R

Trim less cylinder x 299

strike, add Von Duprin

EPT-2, add Medeco 32-

0400A x CT-Y32.

Pair.

B2-xx Corridor to MSG

Post

1123 SHW-3

½ light (top)

With deal tray.

B2-xx Corridor to EC

Room

2111

or

3111

SHW-17

---

.

B2-xx Corridor to Pouch

Vault

2133 SHW-9

---

GSA Class 5

Vault Door.

R.O. width =

1194 mm min,

1244 max. R.O.

height = 2083

mm min, 2108

mm max.

B2-xx Corridor to

Political Liaison

Remote Storage

2111

or

3111

SHW-

12C

(Mod 2)

---

B2-xx Corridor to ESC 2111

or

3111

SHW-

12C

---

B2-xx ESC suite to ESC

Vault

2133 SHW-9

---

Vault Door.

R.O. width =

1194 mm min,

1244 max. R.O.

height = 2083

mm min, 2108

mm max.

77

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

B2-xx FSN Medical Unit

to Pharmacy

2111

or

3111

SHW-11

---

B2-xx Corridor to

Mailroom Suite

2111

or

3111

SHW-16

---

B2-xx Mailroom Service

Window

-- --

--- -- Provide Medeco

54-510R00KA

padlock.

B2-xx Reproduction

Room to Mailroom

2111

or

3111

SHW-

15A

---

B2-xx Regional Courier

Suite to Secure

Storage

2111

or

3111

SHW-16

(Mod 4)

--- Add 2 kickstand/hold

open devices.

Pair.

B2-xx FBIS Suite to FBIS

Systems Room

2111

or

3111

SHW-11

(Mod 2)

---

.

B2-xx Corridor to Secure

Storage

2111

or

3111

SHW-11

---

.

B2-xx Corridor to DAO

Controlled Storage

2111

or

3111

SHW-11

(Mod 1)

---

.

B1-xx Medical Unit to

Pharmacy

2111

or

3111

SHW-11

---

1-xx Main Lobby to

Interview Room

2123 SHW-1 STC-45 ---

1-xx Interview Room to

Interview Room

Vestibule

2111

or

3111

SHW-15 STC-45 ---

1-xx Interview Room

Vestibule to

Corridor

2123 SHW-2B

(Mod 1)

STC-45 ---

1-xx Main Lobby to

IRC

1123 SHW-5

Double light

Pair, split with a

mullion to act as

2 single doors. 1-xx IRC to Bldg.

Corridor

2111

or

3111

SHW-

15A

(Mod 3)

---

1-xx Conference Center

to Building

Corridor

1123 SHW-2A

(Mod 1)

½ light (top)

1-xx Consular Work

Area to CA

Cashier

1111,

2111,

or

3111

SHW-

15A

---

1-xx Building Corridor

to DS Local

Investigator Suite

2111

or

3111

SHW-15

---

1-xx Building Corridor

to MSG Suite

2111

or

3111

SHW-

12C

---

1-xx Terrace to Dining

Area

1123 SHW-5

(Mod 1)

Double light Pair, split with a

mullion to act as

2 single doors.

Exterior.

78

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

1-xx Terrace to Dining

Area

1123 SHW-5

(Mod 1)

Double light

Pair, split with a

mullion to act as

2 single doors.

Exterior.

Peace Corps

Corridor

1111,

2111

SHW

15A

2-xx FAS suite to FAS

Systems Room

2111

or

3111

SHW-11

(Mod 2)

---

2-xx FCS suite to FCS

Systems Room

2111

or

3111

SHW-11

(Mod 2)

---

2-xx AID suite to AID

Systems Room

2111

or

3111

SHW-11

(Mod 2)

---

2-xx CDC suite to CDC

Systems Room

2111

or

3111

SHW-11

(Mod 2)

---

3-xx Corridor to Exec

Suite Entrance

2111 SHW-

12C

---

3-xx Corridor to Exec

Suite Exit

2111

or

3111

SHW-13

(Mod 1)

YES ---

3-xx Corridor to Exec

Suite Private

Entrance

2111

or

3111

SHW-

15A

(Mod2)

Yes ---

3-xx Corridor to Admin

Suite Entrance

2111

or

3111

SHW-

12C

Yes ---

3-xx Corridor to Pol/

Econ/EST/Ref.

Suite Egress

2111

or

3111

SHW-13

(Mod 1)

Yes ---

3-xx Corridor to Pol/

Econ/EST/Ref.

Suite Entrance

2111

or

3111

SHW-

12C

Yes ---

3-xx Regional Marine

Suite to Reg.

Marine Storage

2111

or

3111

SHW-11

---

3-xx FMO Corridor to

Cashier Booth

1111,

2111,

or

3111

SHW-

15A

---

3-xx FMO Corridor to

Cashier Booth

1111,

2111,

or

3111

SHW-

15A

---

3-xx FMO Corridor to

Cashier Booth

1111,

2111,

or

3111

SHW-

15A

---

3-xx Corridor to IRM

Unclassified

Computer Room

2111

or

3111

SHW-11

(Mod 2)

---

Min. 915 mm

clear width

req'd.

79

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

3-xx Corridor to Main

Terminal Space

2111

or

3111

SHW-13

---

Assumed next

to UCR.

3-xx Corridor to

Telephone Equip

Room (PBX)

2111

or

3111

SHW-13

---

Assumed next

to MTS.

3-xx IRM suite to

Controlled Storage

Room near IMO

2111

or

3111

SHW-14

---

3-xx Corridor to

Telecom Closet

2111

or

3111

SHW-14

---

Assumes

Telephone

Closet houses

C-LAN switch.

If no C-LAN

switch, SHW

not required.

3-xx Corridor to

Telecom Closet

2111

or

3111

SHW-14

---

Assumes

Telephone

Closet houses

C-LAN switch.

If no C-LAN

switch, SHW

not required.

3-xx Freight Elev

Vestibule to CAA

Corridor

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960.

Requires wall-

mounted

telephone and

phone list in

elevator

vestibule,

adjacent to

door.

3-xx Passenger Elevator

Vestibule to CAA

Corridor

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960.

Not shown

correctly on

plans. Requires

wall-mounted

telephone and

phone list in

elevator

vestibule,

adjacent to

door.

3-xx Center Corridor to

CAA Corridor

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960

Requires wall-

mounted

telephone and

phone list in

elevator

vestibule,

adjacent to

door.

3-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

3-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

3-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

3-xx Waiting area/entry

and growth area

2111

or

3111

SHW –

12C

YES

3-xx

TDY office and

Meeting room

2111

or

3111

SHW 12

C

(Mod1)

YES

4-xx Corridor to

Political Liaison

Suite Entrance

2111

or

3111

SHW-

12C

(Mod 1)

YES ---

4-xx Corridor to

Political Liaison

Suite Exit

2111

or

3111

SHW-15

(Mod 1)

YES ---

If this door

required to be

fire egress for

suite, then

hardware will

require

modification.

Consult OBO

for this

situation.

80

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

4-xx Corridor to

Political Liaison

Suite 2nd

Exit

2111

or

3111

SHW-15

(Mod 1)

YES ---

If this door

required to be

fire egress for

suite, then

hardware will

require

modification.

Consult OBO

for this

situation.

4-xx Political Liaison

Suite to Computer

Equipment Room

2111

or

3111

SHW-14

(Mod 1)

---

4-xx Political Liaison

Suite to Secure

Safe/Pouch Room

2111

or

3111

SHW-11

(Mod 1)

---

4-xx Political Liaison

Suite to Workshop

2111

or

3111

SHW-15

---

4-xx Political Liaison

Suite to Political

Liaison

Disintegrator

Room

2111

or

3111

SHW-16

(Mod 3)

YES ---

Pair.

4-xx Political Liaison

Suite to Political

Liaison Meeting

Room

2111

or

3111

SHW-11

(Mod 1)

---

4-xx Corridor to

Regional Support

Unit Entrance

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to Type II

Conference Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to Radio

Repeating Equip.

Room

2111

or

3111

SHW-13

---

4-xx Corridor to ESC 2111

or

3111

SHW-

12C

YES ---

4-xx Corridor to DS

Suite Entrance

2111

or

3111

SHW-

12C

YES ---

4-xx Corridor to DS

Suite Rear

Entrance

2111

or

3111

SHW-

12C

(Mod 4)

YES --- Delete Medeco Maxum

11-7400, delete Medeco

32-0201; Add Corbin-

Russwin deadlock 4013 x

less outside cylinder, add

LCN 4041-SRI x cush-n-

stop x degree of opening,

add Folger Adam 2 3/4 or

Trine EN960 strike.

4-xx Corridor to DAO

Entrance

2111

or

3111

SHW-

12C

(Mod 1)

YES ---

4-xx DAO Suite to

DAO Computer

Equipment Room

2111

or

3111

SHW-11

(Mod 2)

---

4-xx DAO Suite to

DAO Disintegrator

Room

2111

or

3111

SHW-16

(Mod 3)

STC-45 ---

81

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

4-xx Passenger Elevator

Vestibule to CAA

Corridor

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960

Requires wall-

mounted

telephone and

phone list in

elevator

vestibule,

adjacent to

door. 4-xx Passenger Elev.

Vestibule to North

Suites

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960

Requires wall-

mounted

telephone and

phone list on

non-secure side,

adjacent to

door. 4-xx Center Corridor to

CAA Corridor

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960

Requires wall-

mounted

telephone and

phone list on

non-secure side,

adjacent to

door. 4-xx Center Corridor to

North Suites

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960

Requires wall-

mounted

telephone and

phone list on

non-secure side,

adjacent to

door. 4-xx Freight Elev.

Vestibule to CAA

Corridor

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960

Min. 915 mm

clear width.

Requires wall-

mounted

telephone and

phone list on

non-secure side,

adjacent to

door. 4-xx Freight Elev.

Vestibule to North

Suites

2111

or

3111

SHW-15

(Mod 2)

--- Add LCN 4041-SRI x

cush-n-stop x degree of

opening, add Folger

Adam 310 2 3/4 or Trine

EN960

Requires wall-

mounted

telephone and

phone list on

non-secure side,

adjacent to

door. 4-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

yes --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

Yes --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

Yes --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

82

NO. LOCATION DOS

CODE

SWING

xxR

SEC.

HARD

-WARE

DOOR

MATL.

ACOU

-STICS

EQ'D

GLAZING MODI-FICATIONS

COMMENTS

4-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to CAA

Conference/Mtg.

Room

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 3/4.

4-xx Corridor to CAA

TDY suite

2111

or

3111

SHW-

12C

(Mod 3)

YES --- Delete Folger Adam 310

2 ¾.

Not shown on

plans.

4-xx Corridor to

Telecom Closet

2111

or

3111

SHW-14

---

Assumes

Telephone

Closet houses

C-LAN switch.

If no C-LAN

switch, SHW

not required.

4-xx Corridor to

Telecom Closet

2111

or

3111

SHW-14

--

Assumes

Telephone

Closet houses

C-LAN switch.

If no C-LAN

switch, SHW

not required.

R-xx Roof to Penthouse 2111 LHR SHW-13

(Mod 5)

Delete Corbin-Russwin

ML2067, delete Scalp

Plate 402F30; Add

Corbin-Russwin

ML2022, add Medeco

32-0200xCT-Z00.

Exterior.

R-xx Cooling Tower

Area to Penthouse

2111 LHR SHW-13

(Mod 5)

Delete Corbin-Russwin

ML2067, delete Scalp

Plate 402F30; Add

Corbin-Russwin

ML2022, add Medeco

32-0200xCT-Z00.

Exterior?

R-xx Cooling Tower

Area to Roof

2111 LHR SHW-13

(Mod 5)

Delete Corbin-Russwin

ML2067, delete Scalp

Plate 402F30; Add

Corbin-Russwin

ML2022, add Medeco

32-0200xCT-Z00.

Exterior.

END OF SECTION 08714

83

SECTION 09912 - PAINTING

PART 4 - GENERAL

4.1 SUMMARY

A. This Section includes surface preparation and field painting of exposed exterior and interior

items and surfaces.

1. Surface preparation, priming, and finish coats specified in this Section are in addition to

shop priming and surface treatment specified in other Sections.

B. Paint exposed surfaces, except where these Specifications indicate that the surface or material is

not to be painted or is to remain natural. If an item or a surface is not specifically mentioned,

paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish

is not indicated, COR will select from standard colors and finishes available.

1. Painting includes field painting of exposed bare and covered pipes and ducts (including

color coding), hangers, exposed steel and iron supports, and surfaces of mechanical and

electrical equipment that do not have a factory-applied final finish.

C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and

labels.

1. Prefinished items include the following factory-finished components:

a. Architectural woodwork.

b. Acoustical wall panels.

c. Metal lockers.

d. Elevator equipment.

e. Finished mechanical and electrical equipment.

f. Light fixtures.

2. Concealed surfaces include walls or ceilings in the following generally inaccessible

spaces:

a. Foundation spaces.

b. Furred areas.

c. Ceiling plenums.

d. Utility tunnels.

e. Pipe spaces.

f. Duct shafts.

g. Elevator shafts.

3. Finished metal surfaces include the following:

a. Anodized aluminum.

b. Stainless steel.

c. Chromium plate.

d. Copper and copper alloys.

e. Bronze and brass.

84

4. Operating parts include moving parts of operating equipment and the following:

a. Valve and damper operators.

b. Linkages.

c. Sensing devices.

d. Motor and fan shafts.

5. Labels: Do not paint over UL, FMG, or other code-required labels or equipment name,

identification, performance rating, or nomenclature plates.

4.2 DEFINITIONS

A. General: Standard coating terms defined in ASTM D 16 apply to this Section.

1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an

85-degree meter.

2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measured

at a 60-degree meter.

3. Semi-gloss refers to medium-sheen finish with a gloss range between 35 and 70 when

measured at a 60-degree meter.

4. Full gloss refers to high-sheen finish with a gloss range more than 70 when measured at a

60-degree meter.

4.3 SUBMITTALS

A. Product Data: For each type of product indicated.

1. Include manufacturers' product data for paints, including printed statement of VOC

content and chemical components.

2. Include manufacturers' MSDS information for each product.

3. Material List: An inclusive list of required coating materials. Indicate each material and

cross-reference specific coating, finish system, and application. Identify each material by

manufacturer's catalog number and general classification.

4. Manufacturer's Information: Manufacturer's technical information, including label

analysis and instructions for handling, storing, and applying each coating material.

B. Samples for Initial Selection: For each type of topcoat product indicated.

C. Samples for Verification: For each type of paint system and in each color and gloss of topcoat

indicated.

1. Submit Samples on rigid backing, 8 inches 200 mm square.

2. Step coats on Samples to show each coat required for system.

3. Label each coat of each Sample.

4. Label each Sample for location and application area.

D. Product List: For each product indicated, include the following:

1. Cross-reference to paint system and locations of application areas. Use same

designations indicated on Drawings and in schedules.

2. Printout of current "MPI Approved Products List" for each product category specified in

Part 2, with the proposed product highlighted.

85

4.4 QUALITY ASSURANCE

A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings

similar in material, design, and extent to those indicated for this project, whose work has

resulted in applications with a record of successful in-service performance.

B. Source Limitations: Obtain block fillers, primers, and undercoat for each coating system from

the same manufacturer as the finish coats.

C. Environmental Regulations: Comply with Government, regulations limiting volatile organic

compound (VOC) content in coating materials, related to coating materials and application

methods, as current at time of performance of the work.

1. Paints and coatings listed in Schedules do not necessarily comply with environmental

regulations in force at the project site. In such cases, subject to acceptance by

Government, provide manufacturer's equivalent or replacement product, as verified by

compliance with submittal requirements specified above.

D. Pre-installation Conference: Before beginning preparation of samples, meet with Government

and appropriate consultants, and other concerned entities.

1. Review requirements for shop-priming, compatibility of each coating material with

substrates and other coatings, and the suitability of each specified paint system for the

substrates and other field conditions indicated.

2. Record discussions of conference, including decisions and agreements or disagreements

reached, and furnish a copy for each attendee. If substantial disagreements exist at the

conclusion of the conference, determine how disagreements will be resolved and set a

date for reconvening the conference.

E. Benchmark Samples (Mockups): Provide a full-coat benchmark finish sample for each type of

coating and substrate required. Comply with procedures specified in PDCA P5. Duplicate

finish of approved sample Submittals.

1. Architect will select one room or surface to represent surfaces and conditions for

application of each type of coating and substrate.

a. Wall Surfaces: Provide samples on at least 3 sqm.

b. Small Areas and Items: Architect will designate items or areas required.

2. Apply benchmark samples, according to requirements for the completed work, after

permanent lighting and other environmental services have been activated. Provide

required sheen, color, and texture on each surface.

3. Final approval of colors will be from benchmark samples.

4.5 PROJECT CONDITIONS

A. Deliver materials to Project site in manufacturer's original, unopened packages and containers

bearing manufacturer's name and label and the following information:

1. Product name or title of material.

2. Product description (generic classification or binder type).

3. Manufacturer's stock number and date of manufacture.

86

4. Contents by volume, for pigment and vehicle constituents.

5. Thinning instructions.

6. Application instructions.

7. Color name and number.

8. VOC content.

4.6 Keep storage area neat and orderly. Remove oily rags and waste daily.

A. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum

ambient temperature of 7 deg C. Maintain storage containers in a clean condition, free of

foreign materials and residue.

B. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air

are between 10 and 32 deg C.

C. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding

air are between 7 and 35 deg C.

D. Do not apply paint in rain, fog, or mist; or when relative humidity exceeds 85 percent; or at

temperatures less than 3 deg C above the dew point; or to damp or wet surfaces.

PART 5 - PRODUCTS

5.1 MANUFACTURERS

A. Provide paint products by one of the following manufacturers:

1. Benjamin Moore

2. PPG Industries

3. Sherwin-Williams

B. Special Coatings:

1. Carboline Company (Carboline)

2. Du Pont Company High Performance Coatings (Du Pont)

3. Tnemec Company (Tnemec)

5.2 PAINT MATERIALS, GENERAL

A. Material Compatibility: Provide block fillers, primers, and finish-coat materials that are

compatible with one another and with the substrates indicated under conditions of service and

application, as demonstrated by manufacturer based on testing and field experience.

B. Material Quality: Provide manufacturer's best-quality paint material of the various coating

types specified that are factory formulated and recommended by manufacturer for application

indicated. Paint-material containers not displaying manufacturer's product identification will

not be acceptable.

87

5.3 PREPARATORY COATS

A. Concrete Unit Masonry Block Filler: High-performance latex block filler of finish coat

manufacturer and recommended in writing by manufacturer for use with finish coat and on

substrate indicated.

B. Exterior Primer: Exterior alkyd or latex-based primer of finish coat manufacturer and

recommended in writing by manufacturer for use with finish coat and on substrate indicated.

1. Ferrous-Metal and Aluminum Substrates: Rust-inhibitive metal primer.

2. Zinc-Coated Metal Substrates: Galvanized metal primer.

3. Where manufacturer does not recommend a separate primer formulation on substrate

indicated, use paint specified for finish coat.

C. Interior Primer: Interior latex-based or alkyd primer of finish coat manufacturer and

recommended in writing by manufacturer for use with finish coat and on substrate indicated.

1. Ferrous-Metal Substrates: Quick drying, rust-inhibitive metal primer.

2. Zinc-Coated Metal Substrates: Galvanized metal primer.

3. Where manufacturer does not recommend a separate primer formulation on substrate

indicated, use paint specified for finish coat.

5.4 EXTERIOR FINISH COATS

A. Exterior Flat Acrylic Paint.

B. Exterior Semigloss Acrylic Enamel.

C. Exterior Full-Gloss Acrylic Enamel for Concrete, and Masonry.

D. Exterior Full-Gloss Acrylic Enamel for Ferrous and Other Metals.

E. Exterior Full-Gloss Alkyd Enamel.

5.5 INTERIOR FINISH COATS

A. Interior Flat Acrylic Paint.

B. Interior Flat Latex-Emulsion Size.

C. Interior Semigloss Acrylic Enamel.

D. Interior Full-Gloss Acrylic Enamel.

E. Interior Full-Gloss Alkyd Enamel for Gypsum Board.

F. Interior Full-Gloss Alkyd Enamel for Wood and Metal Surfaces.

5.6 INTERIOR WOOD STAINS AND VARNISHES

A. Open-Grain Wood Filler.

88

B. Interior Wood Stain: Alkyd based.

C. Interior Alkyd- or Polyurethane-Based Clear Satin Varnish.

D. Interior Waterborne Clear Satin Varnish: Acrylic-based polyurethane.

E. Interior Waterborne Clear Gloss Varnish: Acrylic-based polyurethane.

F. Paste Wax: As recommended by manufacturer.

PART 6 - EXECUTION

6.1 APPLICATION

A. Comply with procedures specified in PDCA P4 for inspection and acceptance of surfaces to be

painted.

B. Coordination of Work: Review other Sections in which primers are provided to ensure

compatibility of the total system for various substrates. On request, furnish information on

characteristics of finish materials to ensure use of compatible primers.

C. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and

similar items already installed that are not to be painted. If removal is impractical or impossible

because of size or weight of the item, provide surface-applied protection before surface

preparation and painting.

1. After completing painting operations in each space or area, reinstall items removed using

workers skilled in the trades involved.

D. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's

written instructions for each particular substrate condition and as specified.

1. Provide barrier coats over incompatible primers or remove and reprime.

2. Cementitious Materials: Remove efflorescence, chalk, dust, dirt, grease, oils, and release

agents. Roughen as required to remove glaze. If hardeners or sealers have been used to

improve curing, use mechanical methods of surface preparation.

3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral

spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off.

a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac

or other recommended knot sealer before applying primer. After priming, fill

holes and imperfections in finish surfaces with putty or plastic wood filler. Sand

smooth when dried.

b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges,

ends, faces, undersides, and back sides of wood, including cabinets, counters,

cases, and paneling.

c. If transparent finish is required, backprime with spar varnish.

d. Backprime paneling on interior partitions where masonry, plaster, or other wet

wall construction occurs on back side.

e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of

varnish or sealer immediately on delivery.

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4. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop

coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use

solvent or mechanical cleaning methods that comply with SSPC's recommendations.

a. Blast steel surfaces clean as recommended by paint system manufacturer and

according to SSPC-SP 6/NACE No. 3, SSPC-SP 10/NACE No. 2.

b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat

before priming.

c. Touch up bare areas and shop-applied prime coats that have been damaged. Wire-

brush, clean with solvents recommended by paint manufacturer, and touch up with

same primer as the shop coat.

5. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so

surface is free of oil and surface contaminants. Remove pretreatment from galvanized

sheet metal fabricated from coil stock by mechanical methods.

E. Material Preparation:

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

foreign materials and residue.

2. Stir material before application to produce a mixture of uniform density. Stir as required

during application. Do not stir surface film into material. If necessary, remove surface

film and strain material before using.

F. Exposed Surfaces: Include areas visible when permanent or built-in fixtures, grilles, convector

covers, covers for finned-tube radiation, and similar components are in place. Extend coatings

in these areas, as required, to maintain system integrity and provide desired protection.

1. Paint surfaces behind movable equipment and furniture the same as similar exposed

surfaces. Before final installation of equipment, paint surfaces behind permanently fixed

equipment or furniture with prime coat only.

2. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through

registers or grilles.

3. Paint back sides of access panels and removable or hinged covers to match exposed

surfaces.

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

5. Finish interior of wall and base cabinets and similar field-finished casework to match

exterior.

G. Sand lightly between each succeeding enamel or varnish coat.

H. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or

otherwise prepared for painting as soon as practicable after preparation and before subsequent

surface deterioration.

1. Omit primer over metal surfaces that have been shop primed and touchup painted.

2. If undercoats, stains, or other conditions show through final coat of paint, apply

additional coats until paint film is of uniform finish, color, and appearance.

I. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators

according to manufacturer's written instructions.

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J. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's

recommended spreading rate. Provide total dry film thickness of the entire system as

recommended by manufacturer.

K. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items

exposed in equipment rooms and occupied spaces.

L. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete

coverage with pores filled.

M. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by

manufacturer, to material that is required to be painted or finished and that has not been prime

coated by others. Recoat primed and sealed surfaces where evidence of suction spots or

unsealed areas in first coat appears, to ensure a finish coat with no burn-through or other defects

due to insufficient sealing.

N. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth,

opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting,

holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be

acceptable.

O. Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface film of

even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks,

orange peel, nail holes, or other surface imperfections.

P. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no

evidence of rolling, such as laps, irregularity in texture, skid marks, or other surface

imperfections.

6.2 CLEANING AND PROTECTING

A. At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint

materials from Project site.

B. Protect work of other trades, whether being painted or not, against damage from painting.

Correct damage by cleaning, repairing or replacing, and repainting, as approved by COR.

C. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting

operations, remove temporary protective wrappings provided by others to protect their work.

1. After work of other trades is complete, touch up and restore damaged or defaced painted

surfaces. Comply with procedures specified in PDCA P1.

6.3 PAINT SCHEDULES

A. Wherever more than one coat of paint is called for, paint with completely separate coats with

the manufacturer’s minimum drying time between coats.

1. Application of separate coats, with manufacturers dry time between, is imperative and

absolute. Drying time between coats is mandatory and not to be waived or modified.

2. Under no circumstances is the number of coats to be combined into a lesser number with

an, “equivalent” thickness to attempt to equal separate coats, applied individually.

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3. Applications called, “Equivalent”, with fewer than the specified number of coats, but

equal to the total thickness, are not acceptable.

4. To assure performance, keep a record of application of each coat, each location, with

dates of application, substrate, type of paint, names of applicators, and ambient

conditions. Submit the record to the Government for review and acceptance in

authorizing payment for the work.

6.4 EXTERIOR PAINT SCHEDULE

A. SYSTEM NO. 1.

1. High Performance Coating Over Exposed To View Shop Primed or Galvanized Steel

Surfaces:

a. Structural components, equipment supports, bollards, etc.

2. Certify compatibility with shop applied primers requirements specified in Part I

3. Observe paint manufacturer's limitations on elapsed time between coats.

4. Provide two coats over primer (first coat) as follows.

a. Intermediate Coat: High performance epoxy coating formulated for use over

exterior primed or galvanized steel, applied at spreading rate recommended by the

manufacturer to achieve a total dry film thickness of 2.0 and 3.0 mils.

1) Tnemec 27FC Typoxy

b. Finish Coat: Aliphatic acrylic polyurethane enamel applied at spreading rate

recommended by the manufacturer to achieve a total dry film thickness range of

2.0 to 3.0 mils.

1) Tnemec Series 73 (semi gloss) Enduro Shield III

B. SYSTEM NO. 2

1. Premium, Full Gloss. Alkyd Enamel Finish: Apply at the fallowing surfaces:

a. Exposed surfaces (exterior and interior) of exterior shop primed hollow metal door

and frame assemblies.

b. Exposed surfaces (exterior and interior) of shop primed overhead coiling door

curtains and other exposed overhead coiling door components.

2. Touch-up shop applied primer before applying finish coats. Provide two finish coats over

a shop applied primer

a. First and Second Finish Coats: Premium quality, full gloss, exterior, alkyd enamel

applied at spreading rate recommended by the manufacturer to achieve a total dry

film thickness of not less than 2.5 mils.

1) Moore IronClad Quick-Dry Industrial Enamel #071

2) Tnemec Series 23, Enduratone

6.5 INTERIOR PAINT SCHEDULE General: Provide the following paint systems for the various

substrates, as indicated. Apply additional coats when undercoats, previous coatings or other

conditions show through the final coat, until the cured film is of uniform coating finish, color

and appearance.

A. SYSTEM NO. 3

1. Semi-Gloss, two component Polyester - Epoxy Coating over Concrete.

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a. Apply over concrete wall and column surfaces where sanitary conditions must be

maintained, where subject to water, and as scheduled

2. Provide two coats over a primer as follows:

a. Primer: Acrylic primer spread at rate recommended by manufacturer.

1) Moore: Regal first coat interior latex primer & underbody #216

b. Second Coat: Epoxy enamel base and polyester-resin hardener, applied at

spreading rate recommended by the manufacturer to achieve a total dry film

thickness of not less than 2.4 mils.

1) Moore: Iron Clad Tile Like Catalyzed Coating #371

c. Finish Coat: Semigloss, clear epoxy glaze and polyester resin hardener, applied at

spreading rate recommended by the manufacturer to achieve a total dry film

thickness of not less than 1.9 mils.

1) Moore Iron Clad Tile-Like Clear Glaze Semi-Gloss

B. SYSTEM NO. 4

1. Semi-Gloss, Acrylic Enamel over Concrete.

a. Apply over concrete wall and column surfaces scheduled to receive paint other

than system 3 and generally at the following locations:

1) Stairs, service corridors and service areas on each floor.

2) Locker rooms, athletic areas, workrooms.

2. Provide two coats over a primer as follows:

a. Primer: Alkaki-resistant, acrylic latex interior primer spread at rate recommended

by manufacturer to achieve a total dry film thickness of not less than 1.0 mil.

1) Moore: Regal first coat interior latex primer & underbody #216

2) PPG: 6-2 Speedhide Interior Quick Drying Latex Sealer

b. First and Second Coats: Semigloss.acrylic-latex interior enamel applied at

spreading rate recommended by the manufacturer to achieve a total dry film

thickness of not less than 2.6 mils.

1) Moore: Moore’s Regal AquaGlo Vinyl-Acrylic Latex Enamel #333

2) 88-110 Satinhide Interior Enamel Wall &Trim LO-Lustre Semi-Gloss

Latex.

C. SYSTEM NO. 5

1. Flat Acrylic over Concrete.

a. Apply over concrete wall and column surfaces scheduled to receive paint not

included in Systems No. 3 or 4

2. Provide one finish coat over a primer as follows:

a. Primer: Alkaki-resistant, acrylic latex interior primer spread at rate recommended

by manufacturer to achieve a total dry film thickness of not less than 1.0 mil.

1) Moore: Regal first coat interior latex primer & underbody #216

2) PPG: 6-2 Speedhide Interior Quick Drying Latex Sealer

b. Finish Coat: Flat, latex based, interior paint applied at spreading rate recommended

by the manufacturer to achieve a total dry film thickness of not less than 1.5 mils.

1) Moore: Moore’s Regal Wall Satin #215

2) PPG: 80 Line Wallhide Interior Wall flat latex paint.

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D. SYSTEM NO. 6

1. Flat Acrylic over Concrete with leveling coat.

a. Apply at concrete ceiling surfaces scheduled to receive leveling coat.

2. Provide vinyl-base leveling coat with primer and one finish coat, as follows:

a. Primer: Alkali-resistant, acrylic-latex interior primer spread at rate recommended

by manufacturer to achieve a total dry film thickness of not less than 1.4 mils.

1) Moore: Regal First Coat Interior Latex Primer & Underbody #216

2) PPG: 6-2 Speedhide Interior Quick Drying Latex Sealer.

b. Finish Coat: Flat, acrylic-latex, interior paint spread at rate recommended by the

manufacturer to achieve a total dry film thickness of not less than 1.3 mils.

1) Moore: Regal Wall Satin #215

2) PPG: 80 Line Wallhide Interior Wall Flat Latex Paint

E. SYSTEM NO. 7

1. Semi-Gloss, Two Component, Polyester-Epoxy Coating over Concrete Masonry Units.

a. Apply over concrete masonry units subject to water and elsewhere where

scheduled.

2. Provide two finish coats over a block filler as follows:

a. Block Filler: High performance, latex based, block filler applied rate recommended

by manufacturer to achieve a total dry film thickness of not less than 5.0 mils.

1) Moore: Moorcraft Interior & Exterior Block Filler #

b. Second Coat: Epoxy enamel base and polyester resin hardener, applied at

spreading rate recommended by the manufacturer to achieve a total dry film

thickness of not less than 2.4 mils.

1) Moore: IronClad Tile-Like Catalyzed Coating #371

c. Finish Coat: Semigloss, clear epoxy glaze and polyester resin hardener, applied at

spreading rate recommended by the manufacturer to achieve a total dry film

thickness of not less than 1.9 mils.

1) Moore Iron Clad Tile-Like Clear Glaze Semi-Gloss 370-02

F. SYSTEM NO. 8

1. Semi-Gloss, Acrylic-Enamel over Concrete Masonry Units.

a. Apply over concrete masonry units, where scheduled, generally at the following

locations:

1) Stairs, service corridors.

2) Locker rooms, athletic spaces and toilet areas.

2. Provide two finish coats over a block filler as follows:

a. Block Filler: High performance, latex based, block filler applied rate recommended

by manufacturer to achieve a total dry film thickness of not less than 5.0 mils.

1) Moore: Moorcraft Interior & Exterior Block Filler #173

2) PPG: 6-7 Speedhide Interior/Exterior Masonry Block Filler

b. First and Second Coats: Semigloss, acrylic-latex, interior applied at spreading rate

recommended by the manufacturer to achieve a total dry film thickness of not less

than 2.6 mils.

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1) Moore: Moore’s Regal AquaGlo Vinyl-Acrylic latex Enamel #333

2) PPG: 88-110 Satinhide Interior Enamel Wall & Trim Lo-Lustre Semi-

Gloss Latex.

G. SYSTEM NO. 9

1. Flat, Acrylic-Enamel over Concrete Masonry Units.

a. Apply over concrete masonry units, where scheduled, but not included in Systems

7 and 8.

2. Provide two finish coats over a block filler as follows:

a. Block Filler: High performance, latex based, block filler applied rate recommended

by manufacturer to achieve a total dry film thickness of not less than 5.0 mils.

1) Moore: Moorcraft Interior & Exterior Block Filler #173

2) PPG: 6-7 Speedhide Interior/Exterior Masonry Block Filler

b. First and Finish Coats: Flat, latex-based, interior paint applied at spreading rate

recommended by the manufacturer to achieve a total dry film thickness of not less

than 2.5 mils.

1) Moore: Regal Wall satin #215

2) PPG: 80 Line Wallhide Interior Wall Flat Latex Paint.

H. SYSTEM NO. 10

1. Semi-gloss, Acrylic-Enamel over Gypsum Board.

a. Apply at exposed gypsum board wall surfaces scheduled to receive paint at the

following locations:

1) Stairs and service corridors

2) Locker rooms, athletic spaces, toilets.

2. Provide two finish coats over a primer as follows:

a. Primer: Latex based interior applied rate recommended by manufacturer to achieve

a total dry film thickness of not less than 1.2 mils.

1) Moore: Regal First Coat Interior Latex Primer & Underbody #216

2) PPG: 17-10 Quick-Drying Interior Latex Primer Sealer.

b. First and Second Coats: Semi-gloss, acrylic-latex- interior paint applied at

spreading rate recommended by the manufacturer to achieve a total dry film

thickness of not less than 2.6 mils.

1) Moore: Moore’s Regal AquaGlo Vinyl-Acrylic Latex enamel #333

2) PPG: 89-10 Satinhide Interior enamel wall& Trim Lo-Lustre semi-

Gloss Latex.

I. SYSTEM NO. 11

1. Low- Lustre, Acrylic-Enamel over Gypsum Board.

a. Apply at exposed gypsum board wall surfaces scheduled to receive low luster, or

satin finish paint.

2. Provide two finish coats over a primer as follows:

a. Primer: Latex based interior applied rate recommended by manufacturer to achieve

a total dry film thickness of not less than 1.2 mils.

1) Moore: Regal First Coat Interior Latex Primer & Underbody #216

2) PPG: 17-10 Quick-Drying Interior Latex Primer Sealer.

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b. First and Second Coats: Low-Lustre (eggshell or satin), acrylic-latex- interior paint

applied at spreading rate recommended by the manufacturer to achieve a total dry

film thickness of not less than 2.8 mils.

1) Moore: Moore’s Regal AquaVelvet #319

2) PPG: 89-Line Manor Hall Eggshell Latex Wall and Trim Enamel

J. SYSTEM NO. 12

1. Flat, Acrylic-Enamel over Gypsum Board.

a. Apply at exposed gypsum board wall surfaces scheduled to receive paint but not

included in Systems 10 and 11.

2. Provide one finish coat over a primer as follows:

a. Primer: Latex based interior applied rate recommended by manufacturer to achieve

a total dry film thickness of not less than 1.2 mils.

1) Moore: Regal First Coat Interior Latex Primer & Underbody #216

2) PPG: 17-10 Quick-Drying Interior Latex Primer Sealer.

b. Finish Coat: Flat, acrylic-latex- interior paint applied at spreading rate

recommended by the manufacturer to achieve a total dry film thickness of not less

than 1.3 mils.

1) Moore: Regal Wall Satin #215AquaGlo Vinyl-Acrylic Latex enamel

#333

2) PPG: 80 Line Wallhide Interior Wall Flat Latex

K. SYSTEM NO. 13

1. Low-Lustre, Acrylic Enamel over Steel Surfaces:

a. Apply to steel doors and frames, metal trim and other miscellaneous metal items

except surfaces included in System 14.

2. Provide two finish coats over primer.

a. Primer: Quick drying rust inhibiting alkyd based or epoxy metal primer, as

recommended by the manufacturer for this substrate, applied at a rate

recommended by the manufacturer to achieve a dry film thickness of not less than

1.5 mils.

1) Moore: IronClad Retardo Rust inhibitive paint #163

2) PPG: 6-208 Speedhide Interior/Exterior rust inhibitive steel primer.

b. First and Second Coats: Low luster (eggshell or satin) acrylic-latex, interior enamel

applied at spread rate recommended by the manufacturer to achieve a dry film

thickness of not less than 2.8 mils.

1) Moore: Moore’s Regal AquaVelvet #319

2) PPG: 89-Line Manor Hall Eggshell Latex Wall and Trim Enamel

L. SYSTEM NO. 14

1. Semi-gloss alkyd enamel over steel surfaces:

a. Apply to steel surfaces scheduled to be painted, at the following locations:

1) Steel doors and frames not included in Systems 12 or 13.

2) Steel stair components, ladders, railings, and handrails.

3) Metal trim and other miscellaneous items including mechanical and

electrical.

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2. Provide one finish coat over an undercoat and an alkyd or latex primer. Except for touch

up, primer is not required over shop-primed items.

a. Alkyd Primer: Quick drying, rust inhibitive, alkyd based or epoxy metal primer, as

recommended by the manufacturer for this substrate, applied at a rate

recommended by the manufacturer to achieve a dry film thickness of not less than

1.5 mils.

1) Moore: IronClad Retardo Rust inhibitive paint #163

2) PPG: 6-208 Speedhide Interior/Exterior rust inhibitive steel primer.

3) S-W: Kem Kromik Metal Primer B50N2/B50W1

b. Latex Primer:Alkyd-modified, acrylic, rust inhibitive latex primer, as

recommended by the manufacturer for this substrate, applied at a rate

recommended by the manufacturer to achieve a dry film thickness of not less than

1.5 mils.

1) Moore: Retard-X do Rust inhibitive Latex primer #162

2) PPG: 6-208 Red inhibitive metal primer.

c. Undercoat: Alkyd interior enamel undercoat or semi-gloss interior alkyd enamel

finish coat, Alkyd Primer: Quick drying, rust inhibitive, alkyd based or epoxy

metal primer, as recommended by the manufacturer for this substrate, applied at a

rate recommended by the manufacturer to achieve a dry film thickness of not less

than 1.2 mils.

1) Moore: Moore’s alkyd Enamel Underbody #217

2) PPG: 6-6 Speedhide Interior Quick Drying Enamel Undercoater

3) S-W: Pro-Mar 200 Interior Alkyd Semi-Gloss Enamel B34W200

d. Finish Coat: Low –odor, semi-gloss, alkyd interior enamel applied at, a spreading

rate as recommended by the manufacturer for this substrate, to achieve a dry film

thickness of not less than 1.4 mils.

1) Moore: Alkyd Dulamel #207

2) PPG: 27 Line Wallhide Low Odor Interior Enamel Wall and Trim

Semi-Gloss Oil

3) S-S: Classic 99 Interior/Exterior Semi-gloss Alkyd Enamel A-40

Series.

M. SYSTEM NO. 15

1. Waterborne Satin –Varnish Finish:

a. Apply at hardwood surfaces to receive transparent finish, but not scheduled to

receive shop-applied finish by casework fabricator.

2. Provide two finish coats of a waterborne, clear satin varnish over sealer coat and a

waterborne, interior wood stain. Wipe wood filler before applying stain, if recommended

by the manufacturer for wood species indicated.

a. Stain Coat: Waterborne, interior wood stain applied at spreading rate

recommended by the manufacturer.

1) Moore: Benwood Penetrating Stain #234

2) PPG: 77-302 Rez Interior Semi-transparent Stain.

b. Sealer Coat: Clear sanding sealer applied at spreading rate recommended by the

manufacturer.

1) Moore: (None recommended)

2) PPG: 77-Rez Interior Quick Drying Sealer and Finish.

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c. First and Second Finish Coats: Waterborne, varnish finish applied at spreading rate

recommended by manufacturer.

1) Moore: Stays Clear Acrylic Polyurethane #423, Satin

2) PPG: Rez Satin Acrylic Clear Polyurethane

N. SYSTEM NO.16

1. Low-Luster, Acrylic-Enamel over Wood.

a. Apply at exposed wood and construction panel surfaces not scheduled to receive

transparent, natural, finish.

2. Provide two finish coats over a primer.

a. Primer: Alkyd, or acrylic-latex based, interior wood primer, as recommended by

the manufacturer for this substrate, applied at a rate recommended by the

manufacturer to achieve a dry film thickness of not less than 1.4 mils.

1) Moore: Moore’s Alkyd enamel underbody #217

2) PPG: 17-225 Quick Drying Enamel Undecoat

b. First and Second Coats: Low-luster (eggshell or satin) acrylic latex interior enamel,

applied at a rate recommended by the manufacturer to achieve a dry film thickness

of not less than 2.8 mils.

1) Moore: Moore’s Regal Aqua Velvet #319

2) PPG: 89 Line Manor Hall Interior Eggshell Latex Wall and Trim

Enamel

O. SYSTEM NO.17

1. Semi-gloss, Alkyd Enamel over other Wood Surfaces.

a. Apply at exposed wood and construction panel surfaces not scheduled to receive

transparent, natural, finish, and not included in System No. 16.

2. Provide two finish coats over a primer.

a. Primer: Alkyd, or -latex based, interior wood undercoater, as recommended by the

manufacturer for this substrate, applied at a rate recommended by the manufacturer

to achieve a dry film thickness of not less than 1.2 mils.

1) Moore: Moore’s Alkyd enamel underbody #217

2) PPG: 17-225 Quick Drying Enamel Undecoat

3) S-W: Pro Mar 200 Alkyd Enamel Undercoater B49W200

b. First and Second Coats: Odorless, semigloss, interior enamel, applied at a rate

recommended by the manufacturer to achieve a dry film thickness of not less than

2.4 mils.

1) Moore: Alkyd Dulamel #207

2) PPG: 27 Line Wallhide Low Odor Interior Enamel Wall and Trim

Semi-Gloss Oil

3) S-W: Classic 99 Interior/Exterior Semi-gloss Alkyd Enamel A-40

Series.

P. SYSTEM NO. 18

1. Two Component Epoxy Coating System for Concrete Floors

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a. Apply at exposed concrete floors in spaces requiring special high performance

coating as scheduled.

2. Provide two finished coats. Prior to applying coating, condition floor according to coating

manufacturer’s instructions and recommendations.

a. First and Second Coats: High gloss polyamide epoxy coating system applied at

spreading rate as recommended by manufactured to achieve a total dry film

thickness of not les than 2.5 mils per coat. Thin first coat per manufacturer’s

recommendations.

1) Moore: Iron Clad Chemical and Water Resistant Epoxy Enamel #182

2) PPG: 97-1 Series Aquapon Polyamide- Epoxy Ready Mixed Colors

3) Tnemec: Series 67 Tneme-Tread.

Q. SYSTEM NO. 19

1. Concrete Sealer (chemical type).

a. Apply at concrete floor surfaces as follows:

1) Indicated to receive glue down carpet installation.

2) Surfaces indicated to be sealed

2. Provide transparent, colorless, penetrating liquid hardener and sealer of proven

compatibility with carpet adhesive.

a. Prepare surfaces and apply not less than two coats complying strictly with the

manufacturer’s instructions and recommendations.

1) “Armotrop”, by Anti-Hydro Co.

2) “Sikafuard 70”, by Sika Corp.

3) “Thoro Penetrating Sealer”, by Thoro System Products

END OF SECTION 09912