va eastern kansas health care system, correct patient
TRANSCRIPT
PROJECT MANUAL
VA Eastern Kansas Health Care System, Correct Patient Privacy
In Ward A2 Dwight D. Eisenhower VA Medical Center
4101 S. 4th St. Trwy., Leavenworth, KS 66048
PROJECT NO.: 589A6-15-215
DATE ISSUED: April 01,2016
DESIGNED BY:
JÜNK Architects 802 Broadway, STE 500 Kansas City, MO 64105
816-472-7722
Lankford Fendler + Associates 7007 College Blvd, STE 450
Overland Park, KS 66211 816-221-1411
Cardno
8246 Marshall Drive Lenexa, KS 66214
913-284-0247
CMR 5201 Johnson Drive, STE 330
Mission, KS 66205 913-262-6715
DwightD.EisenhowerVAMedicalCenter IssueDate:01-15-16CorrectPatientPrivacyWardA2 Project#589A6-15-215
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TABLEOFCONTENTS
Section000110
SectionNumber SectionTitleVAVER.DATE
DIVISION00-SPECIALSECTIONS
(notused) DIVISION01-GENERALREQUIREMENTS 010000 GeneralRequirements 10-14013216.17 ProjectSchedule(SmallProjects) 01-11013323 ShopDrawings,ProductData,andSamples 03-12013526 SafetyRequirements 10-14014219 ReferenceStandards 02-15014529 TestingLaboratoryServices 07-13015719 TemporaryEnvironmentalControls 01-11015816 TemporaryInteriorSignage 08-11017329 Cutting&Patching (NA)017419 ConstructionWasteManagement 09-13018111 SustainableDesignRequirements 02-13019100 GeneralCommissioningRequirements 06-13 DIVISION02–EXISTINGCONDITIONS 024100 Demolition 02-15028213.19 AsbestosFloorTileandMasticAbatement 04-15028333.13 Lead-BasedPaintRemovalandDisposal 08-11 DIVISION03–CONCRETE (notused) DIVISION04–MASONRY
(notused)
DIVISION05–METALS 055000 MetalFabrications 07-14 DIVISION06–WOOD,PLASTICSANDCOMPOSITES 061000 RoughCarpentry 09-11
DwightD.EisenhowerVAMedicalCenter IssueDate:01-15-16CorrectPatientPrivacyWardA2 Project#589A6-15-215
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TABLEOFCONTENTSSection000110
SectionNumber SectionTitleVAVER.DATE
062000 FinishCarpentry 06-13 DIVISION07-THERMALANDMOISTUREPROTECTION 072113 ThermalInsulation 06-12078100 AppliedFireproofing 11-11079200 JointSealants 12-11079513 ExpansionJointCoverAssemblies 07-14 DIVISION08-OPENINGS 081113 HollowMetalDoorsandFrames 01-13081400 InteriorWoodDoors 02-15087100 DoorHardware 02-15088000 Glazing 05-14 DIVISION09–FINISHES 090516 SubsurfacePreparationforFloorFinishes 02-15092216 Non-StructuralMetalFraming 10-14092900 GypsumBoard 11-14093013 Ceramic/PorcelainTiling 11-14095100 AcousticalCeilings 12-13096513 ResilientBaseandAccessories 10-11096519 ResilientTileFlooring 03-11096723.20 Resinous(EpoxyBase)withVinylChipBroadcast(RES-2) 07-14096800 Carpeting 10-11099100 Painting 07-13 DIVISION10–SPECIALTIES 101113 ChalkboardsandMarkerboards 10-11101400 Signage 11-11102123 CubicleCurtainTracks 11-11102513 PatientBedServiceWalls 11-11102600 WallandDoorProtection 01-11102800 Toilet,Bath,andLaundryAccessories 11-11104413 FireExtinguisherCabinets 08-14105100 Lockers (NA)
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TABLEOFCONTENTSSection000110
SectionNumber SectionTitleVAVER.DATE
DIVISION11–EQUIPMENT 110512 GeneralMotorRequirementsforEquipment 11-11117300 CeilingMountedPatientLiftSystem 09-14117913 HydrotherapyEquipment 11-11 DIVISION12–FURNISHINGS 122400 WindowShades 11-11123200 ManufacturedWoodCasework 11-11123570.21 MedicationCabinet 11-11123600 Countertops 06-13 DIVISION13-SPECIALCONSTRUCTION (notused) DIVISION14–CONVEYINGEQUIPEMENT (notused) DIVISION21-FIRESUPPRESSION 211313 Wet-PipeSprinklerSystems 05-08 DIVISION22–PLUMBING 220511 CommonWorkResultsforPlumbing 07-14220523 General-DutyValvesforPlumbingPiping 07-14220711 PlumbingInsulation 05-11220800 CommissioningofPlumbingSystems 06-13
221100 FacilityWaterDistribution 01-14221300 FacilitySanitaryandVentPiping 07-14224000 PlumbingFixtures 01-14226200 VacuumSystemsforLaboratoryandHealthcareFacilities 08-12226300 GasSystemsforLaboratoryandHealthcareFacilities 12-10
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TABLEOFCONTENTSSection000110
SectionNumber SectionTitleVAVER.DATE
DIVISION23–HEATING,VENTILATING,ANDAIRCONDITIONING(HVAC) 230511 CommonWorkResultsforHVAC 02-15230512 GeneralMotorRequirementsforHVACandSteamGenerationEquipment 11-10230541 NoiseandVibrationControlforHVACPipingandEquipment 02-15230593 Testing,Adjusting,andBalancingforHVAC 02-15230711 HVACandBoilerPlantInsulation 02-15230800 CommissioningofHVACSystems 06-13230923 Direct-DigitalControlSystemforHVAC 09-11232113 HydronicPiping 09-12232123 HydronicPumps 02-15232213 SteamCondensateHeatingandPiping 02-15232300 RefrigerantPiping 02-15232500 HVACWaterTreatment 02-15233100 HVACDuctsandCasings 03-13233400 HVACFans 02-15233600 AirTerminalUnits 02-15233700 AirOutletsandInlets 02-15234000 HVACAirCleaningDevices 02-12237300 IndoorCentralStationAir-HandlingUnits 238100 DecentralizedUnitaryHVACEquipment 238216 AirCoils 04-11 DIVISION25–INTEGRATEDAUTOMATION (notused) DIVISION26–ELECTRICAL 260511 RequirementsforElectricalInstallations 12-12260519 Low-VoltageElectricalPowerConductorsandCables 07-13260526 GroundingandBondingforElectricalSystems 12-12260533 RacewayandBoxesforElectricalSystems 05-14260800 CommissioningofElectricalSystems 06-13260923 LightingControls 05-14262416 Panelboards 05-14262726 WiringDevices 08-14262911 MotorControllers 08-14
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TABLEOFCONTENTSSection000110
SectionNumber SectionTitleVAVER.DATE
262921 EnclosedSwitchesandCircuitBreakers 12-12265100 InteriorLighting 08-14 DIVISION27–COMMUNICATIONS 270511 RequirementsforCommunicationsInstallations 11-09270526 GroundingandBondingforCommunicationsSystems 10-06270533 RacewaysandBoxesforCommunicationsSystems 12-05270800 CommissioningofCommunicationsSystems 06-15271100 TelecommunicationsRoomFittings 06-15271500 CommunicationsStructuredCabling 01-16271501 SiteSpecificStructuredCabling
SiteSpecificStructuredCabling DIVISION28–ELECTRONICSAFETYANDSECURITY 280500 CommonWorkResultsforElectronicSafetyandSecurity 09-11280513 ConductorsandCablesforElectronicSafetyandSecurity 09-11280526 GroundingandBondingforElectronicSafetyandSecurity 09-11280528.33 ConduitsandBackboxesforElectronicSafetyandSecurity 09-11280800 CommissioningofElectronicSafetyandSecuritySystems 06-13283100 FireDetectionandAlarm 10-11 DIVISION31–EARTHWORK (notused) DIVISION32–EXTERIORIMPROVEMENTS (notused) DIVISION33–UTILITIES (notused) DIVISION34–TRANSPORTATION (notused) DIVISION48–ELECTRICALPOWERGENERATION (notused)
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SECTION 01 00 00 GENERAL REQUIREMENTS
TABLE OF CONTENTS
1.1 SAFETY REQUIREMENTS .......................................................................................................................... 2
1.2 GENERAL INTENTION .............................................................................................................................. 2
1.3 STATEMENT OF BID ITEM(S) ................................................................................................................... 3
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR ............................................................................ 6
1.5 CONSTRUCTION SECURITY REQUIREMENTS ........................................................................................... 6
1.6 OPERATIONS AND STORAGE AREAS ....................................................................................................... 9
1.7 ALTERATIONS ........................................................................................................................................ 13
1.8 DISPOSAL AND RETENTION ................................................................................................................... 15
1.9 RESTORATION ....................................................................................................................................... 15
1.10 LAYOUT OF WORK ............................................................................................................................... 16
1.11 AS-BUILT DRAWINGS .......................................................................................................................... 16
1.12 USE OF ROADWAYS ............................................................................................................................. 17
1.13 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT ................................................... 17
1.14 TEMPORARY USE OF EXISTING ELEVATORS ........................................................................................ 18
1.15 TEMPORARY TOILETS .......................................................................................................................... 19
1.16 AVAILABILITY AND USE OF UTILITY SERVICES ..................................................................................... 19
1.17 NEW TELEPHONE EQUIPMENT ........................................................................................................... 20
1.18 TESTS ................................................................................................................................................... 20
1.19 INSTRUCTIONS .................................................................................................................................... 21
1.20 RELOCATED EQUIPMENT .................................................................................................................... 22
1.21 SAFETY SIGN ........................................................................................................................................ 23
1.22 FIRE SAFETY PLAN ..................................................................................................................... 19
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SECTION 01 00 00 GENERAL REQUIREMENTS
1.1 SAFETY REQUIREMENTS
Refer to Section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.
1.2 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including demolition and
removal of existing elements, and furnish labor and materials and perform work for the
remodeling work as required by drawings and specifications. The work includes general
demolition of items on the second floor and specific demolition on the third floor to
accommodate and air handler. General remodeling consists of new floor coverings, including
removal of concrete to accommodate slopes to drains, new walls, door, refinishing certain
elements, new ceilings, HVAC system, plumbing system, medical gases, low voltage systems,
power and lighting.
Certain work must be performed by specified vendors in order to maintain the integrity of the
systems. See the specifications for particulars.
B. Visits to the site by Bidders may be made only during the scheduled pre-bid meeting and site
visit.
C. Before placement and installation of work subject to tests by testing laboratory retained by
Department of Veterans Affairs, the Contractor shall notify the Resident Engineer in sufficient
time to enable testing laboratory personnel to be present at the site in time for proper taking
and testing of specimens and field inspection. Such prior notice shall be not less than three work
days unless otherwise designated by the Resident Engineer.
D. All employees of general contractor and subcontractors shall comply with VA security
management program and obtain permission of the VA police, be identified by project and
employer, and restricted from unauthorized access.
E. Offices of Junk Architects, Lankford Fendler associates, and Cardno will render certain technical services
during construction. Such services shall be considered as advisory to the Government and shall not be
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construed as expressing or implying a contractual act of the Government without affirmations by
Contracting Officer or his/her duly authorized representative.
F. Owners representative: The VA shall designate a representative who will be the liaison to the
contractor throughout the project. The designation is referred to herein at the COR, Contract
Officer’s Representative.
1.3 STATEMENT OF BID ITEM
A. ITEM I, CONSTRUCTION: One bid is to be submitted, and is to include all work as indicated
herein.
B. PHASING: Contractor shall provide one bid for all of the work, including all phases.
1. The phasing is as indicated on the drawings. The VA intends to continue to provide patient care in the Phase 2 area during the construction work to be done in Phase 1. Upon completion and acceptance of Phase 1 by the COR, the contractor shall be advised to proceed on Phase 2.
2. Certain portions of the elevator lobby and the administrative area immediately west of the elevator lobby must be closely coordinated with the COR. This area, including mechanical, plumbing, fire protection and electrical is vital to maintain operations elsewhere in the hospital. Coordinate all activities with the COR.
3. Phase 1 includes the entire south end of the floor. This includes everything south of the elevator bank on the east side and everything south of the reception/clerk area on the west side. The following must be completed prior to shutting down the South Wing: The current Nutrition Room (RM A210) will need to be temporarily relocated to Room A224; the current Clean Supply Room (RM A214) will need to be temporarily relocated to Room A220; and the current Central Nurses Station (RM A221) will need to be temporarily relocated to Room A222.
Phase 1 includes an existing mechanical room (which will become the IT Room). The IT room will need to be operational by the end of Phase 1. A new air-handling unit (AHU) will be located in the space currently occupied by Rooms A316, A314, and A312 on the 3rd floor. Prior to demolition of this space and the installation of the AHU, the current Clean Utility Room (RM A314) will need to be relocated to Room A312.
Electrical
PH 1– Will require emergency electrical conduits/wiring in phase 1 area to extend to the emergency panel location.
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Plumbing
Medical gases may have intermittent outages in both phase I and II. There may be intermittent interruption of plumbing service on all levels of the building for tie in of cold water, hot water and waste and vent.
Mechanical
Phase 1 – There may be intermittent interruption of heating and cooling service on all levels of the building for tie in of chilled, hot water and steam.
The north half of the elevator lobby and the north elevator will be used to access Phase 2. A dividing partition will be installed in the lobby. The southern half of the lobby and an elevator on the south side of the lobby will be used in Phase 1. Temporary doors will be added on either side of this partition to provide access to each wing. See below.
Phase 2 will require electrical work in Phase 1 area, primarily conduits/wire in corridor. This can be done as part of Phase 1.There may be intermittent interruption of electrical service on all levels of the building for installation of new breakers to feed added panels.
Nurse call work (by All Systems) needs to be phased and will not be out of service for duration of project.
Upon completion, acceptance and reopening of the Phase 1 area, Phase 2 can begin.
Phase 2 includes the entire north end of the floor. The existing pair of doors in the corridor is the perimeter line of this phase. Medical offices will need to be relocated. Four of the larger (3bed) rooms and four single patient rooms will be out of service. One of these rooms has an isolation vestibule. The soiled utility room across the corridor will be out of service.
North Med Room A227 will be out of service.
At or near the end of Phase 2, the elevator lobby area will be completed. Since this area is key to the patient, visitor, staff and contractor access to all areas of the floor, it is anticipated that
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the elevator lobby will be split in half so that the north and south areas in front of the elevators are done on different phases. Contractor shall submit phasing plan of this area based on their proposed work plan for the area. This plan is subject to review and approval by the Owner and the Architect.
The existing lobby waiting room can be done at various times. We recommend doing this work near the end of Phase 2. The flooring in this room and the lobby will all be removed, as there is asbestos here
This is the last piece of the Phasing and completes the construction.
SPECIAL AREAS AND ITEMS OF INTEREST
Construction materials can be delivered in two ways. Depending on the particular product/material, a designated elevator can be used. For Phase 1, one of the two elevators in the south bank will be used. For Phase 2, the single elevator on the north side of the lobby will be used. The cab and ceiling will be protected and part of the contract. This does not mean that these elevators are off limits to normal passenger traffic. It does mean that a schedule for deliveries should be provided. For example, contractor deliveries will take place only during certain hours. This should be an off peak time for the hospital. At the contractor’s option, some materials can be brought in through the windows.
Removal of construction debris can be done through trash chutes at the windows in each phase of the work. The contractor will provide dumpsters.
Immediately west of the building is a paved area that would provide excellent access for several purposes. Dumpsters could be located there such that trash chutes from the second floor could dump directly into them. Since there is a pedestrian door on the west building wall at the 1st floor level, this would provide good access to the elevator lobby without coming through the main entrance or other areas of the hospital. Some materials will need to come in at the loading dock and move through the main corridors
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4. WORK ON FIRST FLOOR: The floor below Ward A-2 is fully occupied with business and medical activities. The Contractor shall prepare a work plan for each Phase that indicates work activities that impact occupants, activity and safety on the First Floor. The Contractor shall be responsible for coordination of these work activities, including protection of persons and property on the First Floor.
The COR will coordinate moving of persons and activities on the first floor based on the Contractor’s plan. The COR shall have authority over this plan. No work shall be started until the COR has approved the plan. All work in each area is to be completed during the period of time that these areas are moved out. Once all work in a given area is completed, the area will be reoccupied and the Contractor shall be allowed to move to the next area according to the Contractor’s plan.
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. Drawings and contract documents may be obtained from the website where the solicitation is
posted. Additional copies will be at Contractor's expense,.
1.5 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The General Contractor shall be responsible for physical and administrative security
procedures that will remain effective for the entire duration of the project.
2. The General Contractor is responsible for assuring that all sub-contractors working on the
project and their employees also comply with these regulations.
B. Security Procedures:
1. General Contractor’s employees shall not enter the project site without appropriate badge.
They may also be subject to inspection of their personal effects when entering or leaving the
project site.
2. Before starting work the General Contractor shall give one week’s notice to the Contracting
Officer so that security arrangements can be provided for the employees. This notice is
separate from any notices required for utility shutdown described later in this section.
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3. No photography of VA premises is allowed without written permission of the COR.
4. VA reserves the right to close down or shut down the project site and order General
Contractor’s employees off the premises in the event of a national emergency. The General
Contractor may return to the site only with the written approval of the Contracting Officer.
5. The Contractor shall secure all areas of Ward A-2 that are under construction.
C. Guards:
1. Guards are not required.
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D. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the Resident
Engineer for the purpose of security inspections of every area of project including tool boxes
and parked machines and take any emergency action.
2. The General Contractor shall turn over all permanent lock cylinders to the VA locksmith for
permanent installation. See Section 08 71 00, DOOR HARDWARE and coordinate.
E. Document Control:
1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic
security memorandum describing the approach to following goals and maintaining
confidentiality of “sensitive information”.
2. The General Contractor is responsible for safekeeping of all drawings, project manual and
other project information. This information shall be shared only with those with a specific
need to accomplish the project.
3. All paper waste or electronic media such as CD’s and diskettes shall be shredded and
destroyed in a manner acceptable to the VA.
4. Notify COR and Site Security Officer immediately when there is a loss or compromise of
“sensitive information”.
5. All electronic information shall be stored in specified location following VA standards and
procedures using an Engineering Document Management Software (EDMS).
a. Security, access and maintenance of all project drawings, both scanned and electronic
shall be performed and tracked through the EDMS system.
b. “Sensitive information” including drawings and other documents may be attached to e-
mail provided all VA encryption procedures are followed.
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F. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such
request shall be submitted 24 hours before the date and time of access. Access shall be
restricted to picking up and dropping off materials and supplies.
2. A limited number of (2 to 5) permits shall be issued for General Contractor and its
employees for parking in designated areas only.
1.6 OPERATIONS AND STORAGE AREAS
A. The Contractor shall confine all operations (including storage of materials) on Government
premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold
and save the Government, its officers and agents, free and harmless from liability of any nature
occasioned by the Contractor's performance.
B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the
Contractor only with the approval of the Contracting Officer and shall be built with labor and
materials furnished by the Contractor without expense to the Government. The temporary
buildings and utilities shall remain the property of the Contractor and shall be removed by the
Contractor at its expense upon completion of the work. With the written consent of the
Contracting Officer, the buildings and utilities may be abandoned and need not be removed.
C. The Contractor shall, under regulations prescribed by the Contracting Officer, use only
established roadways, or use temporary roadways constructed by the Contractor when and as
authorized by the Contracting Officer. When materials are transported in prosecuting the work,
vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of
the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary
to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor
shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.
(FAR 52.236-10)
D. Working space and space available for storing materials shall be as determined by the Resident
Engineer .
E. Workmen are subject to rules of Medical Center applicable to their conduct.
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F. Execute work so as to interfere as little as possible with normal functioning of Medical Center as
a whole, including operations of utility services, fire protection systems and any existing
equipment, and with work being done by others. Use of equipment and tools that transmit
vibrations and noises through the building structure, are not permitted in buildings that are
occupied, during construction, jointly by patients or medical personnel, and Contractor's
personnel, except as permitted by Resident Engineer where required by limited working space.
1. Do not store materials and equipment in other than assigned areas.
2. Schedule delivery of materials and equipment to immediate construction working areas
within buildings in use by Department of Veterans Affairs in quantities sufficient for not
more than two work days. Provide unobstructed access to Medical Center areas required to
remain in operation.
3. Where access by Medical Center personnel to vacated portions of buildings is not required,
storage of Contractor's materials and equipment will be permitted subject to fire and safety
requirements.
4. The exiting window openings may be used to remove trash or to supply materials to the
second floor. Windows must be restored to their original condition prior to the completion
of each PHASE.
F. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of
utility services, or of fire protection systems or communications systems (except telephone),
they shall be cut and capped at suitable places where shown; or, in absence of such indication,
where directed by Resident Engineer. All such actions shall be coordinated with the COR.
G. Phasing: The Medical Center must maintain its operation 24 hours a day 7 days a week.
Therefore, any interruption in service must be scheduled and coordinated with the COR to
ensure that no lapses in operation occur. It is the CONTRACTOR'S responsibility to develop a
work plan and schedule detailing, at a minimum, the procedures to be employed, the
equipment and materials to be used, the interim life safety measure to be used during the work,
and a schedule defining the duration of the work with milestone subtasks. The work to be
outlined shall include, but not be limited to:
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1. To insure such executions, Contractor shall furnish the Resident Engineer with a schedule of
approximate phasing dates on which the Contractor intends to accomplish work in each
specific area of site, building or portion thereof.
2. In addition, Contractor shall notify the Resident Engineer two weeks in advance of the
proposed date of starting work in each specific area of site, building or portion thereof.
Arrange such phasing dates to insure accomplishment of this work in successive phases
mutually agreeable to Resident Engineer and Contractor.
H. Turn-Over Of Existing Space To Contractor: Ward A2 will be vacated by Government beginning
immediately after date of receipt of Notice to Proceed and turned over to Contractor.
1. Contractor shall take all measures and provide all material necessary for protecting existing
equipment and property in affected areas of construction against dust and debris, so that
equipment and affected areas to be used in the Medical Centers operations will not be
hindered.
2. Contractor shall permit access to Department of Veterans Affairs personnel through other
construction areas which serve as routes of access to such affected areas and equipment.
These routes whether access or egress shall be isolated from the construction area by
temporary partitions and have walking surfaces, lighting etc to facilitate patient and staff
access. Coordinate alteration work in areas occupied by Department of Veterans Affairs so
that Medical Center operations will continue during the construction period.
3. Immediate areas of alterations not mentioned in preceding Subparagraph 1 will be
temporarily vacated while alterations are performed.
4. When a building and/or construction site is turned over to Contractor, Contractor shall
accept entire responsibility including upkeep and maintenance therefore:
5. Contractor shall maintain a minimum temperature of 4 degrees C (40 degrees F) at all times,
except as otherwise specified.
6. Contractor shall maintain in operating condition existing fire protection and alarm
equipment. In connection with fire alarm equipment, Contractor shall make arrangements
for pre-inspection of site with Fire Department or Company (Department of Veterans Affairs
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or municipal) whichever will be required to respond to an alarm from Contractor's employee
or watchman.
K. Utilities Services: Maintain existing utility services for Medical Center at all times. Provide
temporary facilities, labor, materials, equipment, connections, and utilities to assure
uninterrupted services to other areas of the Hospital. Where necessary to cut existing water,
steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire
protection systems and communications systems (including telephone), they shall be cut and
capped at suitable places where shown; or, in absence of such indication, where directed by
Resident Engineer .
1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems
and communications systems may be interrupted without prior approval of COR. Electrical
work shall be accomplished with all affected circuits or equipment de-energized. When an
electrical outage cannot be accomplished, work on any energized circuits or equipment shall
not commence without a detailed work plan, the Medical Center Director’s prior knowledge
and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR
ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS FOR COMMUNICATIONS
INSTALLATIONS and 28 05 11, REQUIREMENTS FOR ELECTRONIC SAFETY AND SECURITY
INSTALLATIONS for additional requirements.
2. Contractor shall submit a request to interrupt any such services to Resident Engineer , in
writing, 7 days in advance of proposed interruption. Request shall state reason, date, exact
time of, and approximate duration of such interruption.
3. Contractor will be advised (in writing) of approval of request, or of which other date and/or
time such interruption will cause least inconvenience to operations of Medical Center .
Interruption time approved by Medical Center may occur at other than Contractor's normal
working hours.
4. Major interruptions of any system must be requested, in writing, at least 15 calendar days
prior to the desired time and shall be performed as directed by the Resident Engineer .
5. In case of a contract construction emergency, service will be interrupted on approval of
Resident Engineer . Such approval will be confirmed in writing as soon as practical.
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6. Whenever it is required that a connection fee be paid to a public utility provider for new
permanent service to the construction project, for such items as water, sewer, electricity,
gas or steam, payment of such fee shall be the responsibility of the Government and not the
Contractor.
L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and
their hangers or supports, which are to be abandoned but are not required to be entirely
removed, shall be sealed, capped or plugged at the main, branch or panel they originate from.
The lines shall not be capped in finished areas, but shall be removed and sealed, capped or
plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so
that they are completely behind the finished surfaces.
M. To minimize interference of construction activities with flow of Medical Center traffic, comply
with the following:
1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings
clear of construction materials, debris and standing construction equipment and vehicles.
2.Method and scheduling of required cutting, altering and removal of existing roads, walks
and entrances must be approved by the Resident Engineer.
N. Coordinate the work for this contract with other construction operations as directed by Resident
Engineer . This includes the scheduling of traffic and the use of roadways, as specified in Article,
USE OF ROADWAYS.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the
Resident Engineer , of areas of buildings in which alterations occur and areas which are
anticipated routes of access, and furnish a report, signed by both, to the Contracting Officer.
This report shall list by rooms and spaces:
1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces
not required to be altered throughout affected areas of building.
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2. Existence and conditions of items such as plumbing fixtures and accessories, electrical
fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused
or relocated, or both.
3. Shall note any discrepancies between drawings and existing conditions at site.
4. Shall designate areas for working space, materials storage and routes of access to areas
within buildings where alterations occur and which have been agreed upon by Contractor
and Resident Engineer.
B. Any items required by drawings to be either reused or relocated or both, found during this
survey to be nonexistent, or in opinion of Resident Engineer, to be in such condition that their
use is impossible or impractical, shall be furnished and/or replaced by Contractor with new
items in accordance with specifications which will be furnished by Government. Provided the
contract work is changed by reason of this subparagraph B, the contract will be modified
accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2)
and "CHANGES" (FAR 52.243-4 and VAAR 852.236-88).
C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and
Resident Engineer together shall make a thorough re-survey of the areas of buildings involved.
They shall furnish a report on conditions then existing, of resilient flooring, doors, windows,
walls and other surfaces as compared with conditions of same as noted in first condition survey
report:
1. Re-survey report shall also list any damage caused by Contractor to such flooring and other
surfaces, despite protection measures; and, will form basis for determining extent of repair
work required of Contractor to restore damage caused by Contractor's workmen in
executing work of this contract.
D. Protection: Provide the following protective measures:
1. Wherever existing roof surfaces are disturbed they shall be protected against water
infiltration. In case of leaks, they shall be repaired immediately upon discovery.
2. Temporary protection against damage for portions of existing structures and grounds where
work is to be done, materials handled and equipment moved and/or relocated.
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3. Protection of interior of existing structures at all times, from damage, dust and weather
inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be
adequately protected prior to starting work, and this protection shall be maintained intact
until all work in the area is completed.
1.8 DISPOSAL AND RETENTION
A. Materials and equipment accruing from work removed and from demolition of buildings or
structures, or parts thereof, shall be disposed of as follows:
1. Reserved items that are to remain property of the Government are noted on drawings or in
specifications as items to be stored. Items that remain property of the Government shall be
removed or dislodged from present locations in such a manner as to prevent damage which
would be detrimental to re-installation and reuse. Store such items where directed by
Resident Engineer .
2. Items not reserved shall become property of the Contractor and be removed by Contractor
from Medical Center.
3. Items of portable equipment and furnishings located in rooms and spaces in which work is
to be done under this contract shall remain the property of the Government. When rooms
and spaces are vacated by the Department of Veterans Affairs during the alteration period,
such items which are NOT required by drawings and specifications to be either relocated or
reused will be removed by the Government in advance of work to avoid interfering with
Contractor's operation.
1.9 RESTORATION
A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work.
Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do
not disturb any ducts, plumbing, steam, gas, or electric work without approval of the Resident
Engineer. Existing work to be altered or extended and that is found to be defective in any way,
shall be reported to the Resident Engineer before it is disturbed. Materials and workmanship
used in restoring work, shall conform in type and quality to that of original existing construction,
except as otherwise shown or specified.
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B. Upon completion of contract, deliver work complete and undamaged. Existing work (walls,
ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.)
disturbed or removed as a result of performing required new work, shall be patched, repaired,
reinstalled, or replaced with new work, and refinished and left in as good condition as existed
before commencing work.
C. At Contractor's own expense, Contractor shall immediately restore to service and repair any
damage caused by Contractor's workmen to existing piping and conduits, wires, cables, etc., of
utility services or of fire protection systems and communications systems (including telephone)
which are not scheduled for discontinuance or abandonment.
D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are
unknown will be covered by adjustment to contract time and price in accordance with clause
entitled "CHANGES" (FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS"
(FAR 52.236-2).
1.10 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and bench marks,
indicated on the drawings, and shall be responsible for all measurements in connection with the
layout. The Contractor shall furnish, at Contractor's own expense, all templates, equipment,
tools, materials, and labor required to lay out any part of the work. The Contractor shall be
responsible for executing the work to the lines and grades that may be established or indicated
by the Contracting Officer. The Contractor shall also be responsible for maintaining and
preserving all marks established by the Contracting Officer until authorized to remove them. If
such marks are destroyed by the Contractor or through Contractor's negligence before their
removal is authorized, the Contracting Officer may replace them and deduct the expense of the
replacement from any amounts due or to become due to the Contractor.
(FAR 52.236-17)
1.11 AS-BUILT DRAWINGS
A. The contractor shall maintain two full size sets of as-built drawings which will be kept current
during construction of the project, to include all contract changes, modifications and
clarifications.
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B. All variations shall be shown in the same general detail as used in the contract drawings. To
insure compliance, as-built drawings shall be made available for the Resident Engineer's review,
as often as requested.
C. Contractor shall deliver two approved completed sets of as-built drawings to the Resident
Engineer within 15 calendar days after each completed phase and after the acceptance of the
project by the Resident Engineer .
D. Paragraphs A, B, & C shall also apply to all shop drawings.
1.12 USE OF ROADWAYS
A. For hauling, use only established public roads and roads on Medical Center property.
1.13 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT
A. Use of new installed mechanical and electrical equipment to provide heat, ventilation,
plumbing, light and power will be permitted subject to written approval and compliance with
the following provisions:
1. Permission to use each unit or system must be given by Resident Engineer in writing. If the
equipment is not installed and maintained in accordance with the written agreement and
following provisions, the Resident Engineer will withdraw permission for use of the
equipment.
2. Electrical installations used by the equipment shall be completed in accordance with the
drawings and specifications to prevent damage to the equipment and the electrical systems,
i.e. transformers, relays, circuit breakers, fuses, conductors, motor controllers and their
overload elements shall be properly sized, coordinated and adjusted. Installation of
temporary electrical equipment or devices shall be in accordance with NFPA 70, National
Electrical Code, (2014 Edition), Article 590, Temporary Installations. Voltage supplied to
each item of equipment shall be verified to be correct and it shall be determined that
motors are not overloaded. The electrical equipment shall be thoroughly cleaned before
using it and again immediately before final inspection including vacuum cleaning and wiping
clean interior and exterior surfaces.
3. Units shall be properly lubricated, balanced, and aligned. Vibrations must be eliminated.
01 00 00 -18 of 25
4. Automatic temperature control systems for preheat coils shall function properly and all
safety controls shall function to prevent coil freeze-up damage.
5. The air filtering system utilized shall be that which is designed for the system when
complete, and all filter elements shall be replaced at completion of construction and prior to
testing and balancing of system.
6. All components of heat production and distribution system, metering equipment,
condensate returns, and other auxiliary facilities used in temporary service shall be cleaned
prior to use; maintained to prevent corrosion internally and externally during use; and
cleaned, maintained and inspected prior to acceptance by the Government.
B. Prior to final inspection, the equipment or parts used that show wear and tear beyond normal
shall be replaced with identical replacements, at no additional cost to the Government.
C. This paragraph shall not reduce the requirements of the mechanical and electrical specifications
sections.
D. Any damage to the equipment or excessive wear due to prolonged use will be repaired replaced
by the contractor at the contractor’s expense.
1.14 TEMPORARY USE OF EXISTING ELEVATORS
A. Use of a single, designated, existing elevator for handling building materials and Contractor's
personnel will be permitted subject to following provisions:
1. Contractor makes all arrangements with the COR for use of elevators. The COR will ascertain
that elevators are in proper condition. The elevator designed for use by the Contractor shall
change as the work progresses from Phase 1 to Phase 2. Only one elevator shall be available
to the Contractor at any time.
2. Contractor covers and provides maximum protection of following elevator components:
a. Entrance jambs, heads soffits and threshold plates.
b. Entrance columns, canopy, return panels and inside surfaces of car enclosure walls.
c. Finish flooring.
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3. If brake lining of elevators are excessively worn or damaged during temporary use, they
shall be removed and replaced by new brake lining at the contractors expense.
4. All parts of main controller, starter, relay panel, selector, etc., worn or damaged during
temporary use shall be removed and replaced with new parts at the contractors expense, if
recommended by elevator inspector after elevator is released by Contractor.
5. Place elevator in condition equal, less normal wear, to that existing at time it was placed in
service of Contractor as approved by Contracting Officer.
1.15 TEMPORARY TOILETS
A. The Contractor may utilize existing toilets that are within the construction limits. All such
facilities shall be cleaned after use and prior to acceptance by the Owner.
1.16 AVAILABILITY AND USE OF UTILITY SERVICES
A. The Government shall make all reasonably required amounts of utilities available to the
Contractor from existing outlets and supplies, at no expense to the Contractor. The Contractor
shall carefully conserve any utilities furnished without charge.
B. The Contractor, at Contractor's expense and in a workmanlike manner, in compliance with code
and as satisfactory to the Contracting Officer, shall install and maintain all necessary temporary
connections and distribution lines. Before final acceptance of the work by the Government, the
Contractor shall remove all the temporary connections, distribution lines, meters, and
associated paraphernalia and repair restore the infrastructure as required.
C. Heat: Furnish temporary heat necessary to prevent injury to work and materials through
dampness and cold. Use of open salamanders or any temporary heating devices which may be
fire hazards or may smoke and damage finished work, will not be permitted. Maintain minimum
temperatures as specified for various materials:
1. Obtain heat by connecting to Medical Center heating distribution system.
D. Electricity (for Construction and Testing): Furnish all temporary electric services.
1. Obtain electricity by connecting to the Medical Center electrical distribution system.
Electricity is available at no cost to the Contractor.
01 00 00 -20 of 25
E. Water (for Construction and Testing): Furnish temporary water service.
1. Obtain water by connecting to the Medical Center water distribution system. Provide
reduced pressure backflow preventer at each connection as per code. Water is available at
no cost to the Contractor.
2. Maintain connections, pipe, fittings and fixtures and conserve water-use so none is wasted.
Failure to stop leakage or other wastes will be cause for revocation (at Resident Engineer's
discretion) of use of water from Medical Center's system.
1.17 NEW TELEPHONE EQUIPMENT
The contractor shall coordinate with the work of installation of telephone equipment by others.
This work shall be completed before the building is turned over to VA.
1.18 TESTS
A. As per specification section 23 05 93 the contractor shall provide a written testing and
commissioning plan complete with component level, equipment level, sub-system level and
system level breakdowns. The plan will provide a schedule and a written sequence of what will
be tested, how and what the expected outcome will be. This document will be submitted for
approval prior to commencing work. The contractor shall document the results of the approved
plan and submit for approval with the as built documentation.
B. Pre-test mechanical and electrical equipment and systems and make corrections required for
proper operation of such systems before requesting final tests. Final test will not be conducted
unless pre-tested.
C. Conduct final tests required in various sections of specifications in presence of an authorized
representative of the Contracting Officer. Contractor shall furnish all labor, materials,
equipment, instruments, and forms, to conduct and record such tests.
D. Mechanical and electrical systems shall be balanced, controlled and coordinated. A system is
defined as the entire system that must be coordinated to work together during normal
operation to produce results for which the system is designed. For example, air conditioning
supply air is only one part of entire system which provides comfort conditions for a building.
Other related components are return air, exhaust air, steam, chilled water, refrigerant, hot
01 00 00 -21 of 25
water, controls and electricity, etc. Another example of a system that involves several
components of different disciplines is a boiler installation. Efficient and acceptable boiler
operation depends upon the coordination and proper operation of fuel, combustion air,
controls, steam, feedwater, condensate and other related components.
E. All related components as defined above shall be functioning when any system component is
tested. Tests shall be completed within a reasonably period of time during which operating and
environmental conditions remain reasonably constant and are typical of the design conditions.
F. Individual test result of any component, where required, will only be accepted when submitted
with the test results of related components and of the entire system.
1.19 INSTRUCTIONS
A. Contractor shall furnish Maintenance and Operating manuals (hard copies and electronic) and
verbal instructions when required by the various sections of the specifications and as
hereinafter specified.
B. Manuals: Maintenance and operating manuals and one compact disc (four hard copies and one
electronic copy each) for each separate piece of equipment shall be delivered to the Resident
Engineer coincidental with the delivery of the equipment to the job site. Manuals shall be
complete, detailed guides for the maintenance and operation of equipment. They shall include
complete information necessary for starting, adjusting, maintaining in continuous operation for
long periods of time and dismantling and reassembling of the complete units and sub-assembly
components. Manuals shall include an index covering all component parts clearly
cross-referenced to diagrams and illustrations. Illustrations shall include "exploded" views
showing and identifying each separate item. Emphasis shall be placed on the use of special tools
and instruments. The function of each piece of equipment, component, accessory and control
shall be clearly and thoroughly explained. All necessary precautions for the operation of the
equipment and the reason for each precaution shall be clearly set forth. Manuals must
reference the exact model, style and size of the piece of equipment and system being furnished.
Manuals referencing equipment similar to but of a different model, style, and size than that
furnished will not be accepted.
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C. Instructions: Contractor shall provide qualified, factory-trained manufacturers' representatives
to give detailed training to assigned Department of Veterans Affairs personnel in the operation
and complete maintenance for each piece of equipment. All such training will be at the job site.
These requirements are more specifically detailed in the various technical sections. Instructions
for different items of equipment that are component parts of a complete system, shall be given
in an integrated, progressive manner. All instructors for every piece of component equipment in
a system shall be available until instructions for all items included in the system have been
completed. This is to assure proper instruction in the operation of inter-related systems. All
instruction periods shall be at such times as scheduled by the Resident Engineer and shall be
considered concluded only when the Resident Engineer is satisfied in regard to complete and
thorough coverage. The contractor shall submit a course outline with associated material for
review and approval prior to scheduling training to ensure the subject matter covers the
expectations of the VA and the contractual requirements. The Department of Veterans Affairs
reserves the right to request the removal of, and substitution for, any instructor who, in the
opinion of the Resident Engineer , does not demonstrate sufficient qualifications in accordance
with requirements for instructors above.
1.20 RELOCATED EQUIPMENT
A. Contractor shall disconnect, dismantle as necessary, remove and reinstall in new location, all
existing equipment indicated by symbol "R" or otherwise shown to be relocated by the
Contractor.
B. Perform relocation of such equipment or items at such times and in such a manner as directed
by the Resident Engineer .
C. Suitably cap existing service lines, such as steam, condensate return, water, drain, gas, air,
vacuum and/or electrical, at the main whenever such lines are disconnected from equipment to
be relocated. Remove abandoned lines in finished areas and cap as specified herein before
under paragraph "Abandoned Lines".
D. Provide all mechanical and electrical service connections, fittings, fastenings and any other
materials necessary for assembly and installation of relocated equipment; and leave such
equipment in proper operating condition.
01 00 00 -23 of 25
E. All service lines such as noted above for relocated equipment shall be in place at point of
relocation ready for use before any existing equipment is disconnected. Make relocated existing
equipment ready for operation or use immediately after reinstallation.
1.21 SAFETY SIGN
A. Provide a Safety Sign where directed by Resident Engineer. Face of sign shall be 19 mm (3/4
inch) thick exterior grade plywood. Provide two 100 mm by 100 mm (four by four inch) posts
extending full height of sign and 900 mm (three feet) into ground. Set bottom of sign level at
1200 mm (four feet) above ground.
B. Paint all surfaces of Safety Sign and posts with one prime coat and two coats of white gloss
paint. Letters and design shall be painted with gloss paint of colors noted.
C. Maintain sign and remove it when directed by Resident Engineer.
D. Standard Detail Drawing Number SD10000-02(Found on VA TIL) of safety sign showing required
legend and other characteristics of sign is is made a part of this specification by reference.
E. Post the number of accident free days on a daily basis.
1.22 FIRE SAFETY
A. Applicable Publications: Publications listed below form part of this Article to extent
referenced. Publications are referenced in text by basic designations only.
1. American Society for Testing and Materials (ASTM):
E84-2009Surface Burning Characteristics of Building Materials
2. National Fire Protection Association (NFPA):
10-2010 Standard for Portable Fire Extinguishers
30-2008 Flammable and Combustible Liquids Code
01 00 00 -24 of 25
51B-2009 Standard for Fire Prevention During Welding, Cutting and Other Hot
Work
70-2011 National Electrical Code
241-2009 Standard for Safeguarding Construction, Alteration, and Demolition
Operations
3. Occupational Safety and Health Administration (OSHA):
29 CFR 1926 Safety and Health Regulations for Construction
B. Fire Safety Plan: Establish and maintain a fire protection program in accordance with 29
CFR 1926. Prior to start of work, prepare a plan detailing project-specific fire safety
measures, including periodic status reports, and submit to Project Engineer and Facility
Safety Manager for review for compliance with contract requirements in accordance
with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Prior to any
worker for the contractor or subcontractors beginning work, they shall undergo a safety
briefing provided by the general contractor’s competent person per OSHA
requirements. This briefing shall include information on the construction limits, VAMC
safety guidelines, means of egress, break areas, work hours, locations of restrooms, use
of VAMC equipment, etc. Documentation shall be provided to the COR that individuals
have undergone contractor’s safety briefing.
C. Site and Building Access: Maintain free and unobstructed access to facility emergency
services and for fire, police and other emergency response forces in accordance with
NFPA 241.
D. Separate temporary facilities, such as trailers, storage sheds, and dumpsters, from
existing buildings and new construction by distances in accordance with NFPA 241.
01 00 00 -25 of 25
E. Temporary Heating and Electrical: Install, use and maintain installations in accordance
with 29 CFR 1926, NFPA 241 and NFPA 70.
F. Means of Egress: Do not block exiting for occupied buildings, including paths from exits
to roads. Minimize disruptions and coordinate with Project Engineer and facility Safety
Manager.
G. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect
daily. Report findings and corrective actions weekly to COR and facility Safety Manager.
H. Fire Extinguishers: Provide and maintain extinguishers in construction areas and
temporary storage areas in accordance with 29 CFR 1926, NFPA 241 and NFPA 10.
I. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with
29 CFR 1926, NFPA 241 and NFPA 30.
J. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly.
Coordinate with, and report findings and corrective actions weekly to Project Engineer
and facility Safety Manager.
K. Smoking: Smoking is prohibited in and adjacent to construction areas inside existing
buildings and additions under construction. In separate and detached buildings under
construction, smoking is prohibited except in designated smoking rest areas.
L. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings daily.
M. If required, submit documentation to the COR that personnel have been trained in the
fire safety aspects of working in areas with impaired structural or compartmentalization
features.
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SECTION013216.17PROJECTSCHEDULE(SMALLPROJECTS)
PART1-GENERAL
1.1DESCRIPTION:
A. TheContractorshalldevelopaCriticalPathMethod(CPM)planandscheduledemonstrating
fulfillmentofthecontractrequirements(ProjectSchedule),andshallkeeptheProjectSchedule
up-to-dateinaccordancewiththerequirementsofthissectionandshallutilizetheplanfor
scheduling,coordinatingandmonitoringworkunderthiscontract(includingallactivitiesof
subcontractors,equipmentvendorsandsuppliers).ConventionalCriticalPathMethod(CPM)
techniqueshallbeutilizedtosatisfybothtimeandcostapplications.
1.2CONTRACTOR'SREPRESENTATIVE:
A. TheContractorshalldesignateanauthorizedrepresentativeresponsiblefortheProject
Scheduleincludingpreparation,reviewandprogressreportingwithandtotheContracting
Officer'sRepresentative(COTR).
B. TheContractor'srepresentativeshallhavedirectprojectcontrolandcompleteauthoritytoact
onbehalfoftheContractorinfulfillingtherequirementsofthisspecificationsection.
C. TheContractor’srepresentativeshallhavetheoptionofdevelopingtheprojectschedulewithin
theirorganizationortoengagetheservicesofanoutsideconsultant.Ifanoutsidescheduling
consultantisutilized,Section1.3ofthisspecificationwillapply.
1.3CONTRACTOR'SCONSULTANT:
A. TheContractorshallsubmitaqualificationproposaltotheCOTR,within10daysofbid
acceptance.Thequalificationproposalshallinclude:
1. Thenameandaddressoftheproposedconsultant.
2. Informationtoshowthattheproposedconsultanthasthequalificationstomeetthe
requirementsspecifiedintheprecedingparagraph.
3. Arepresentativesampleofpriorconstructionprojects,whichtheproposedconsultanthas
performedcompleteprojectschedulingservices.Theserepresentativesamplesshallbeof
similarsizeandscope.
B. TheContractingOfficerhastherighttoapproveordisapprovetheproposedconsultant,andwill
notifytheContractoroftheVAdecisionwithinsevencalendardaysfromreceiptofthe
qualificationproposal.Incaseofdisapproval,theContractorshallresubmitanotherconsultant
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within10calendardaysforrenewedconsideration.TheContractorshallhavetheirscheduling
consultantapprovedpriortosubmittinganyscheduleforapproval.
1.4COMPUTERPRODUCEDSCHEDULES
A. Thecontractorshallprovidemonthly,totheDepartmentofVeteransAffairs(VA),allcomputer-
producedtime/costschedulesandreportsgeneratedfrommonthlyprojectupdates.This
monthlycomputerservicewillinclude:threecopiesofuptofivedifferentreports(inclusiveof
allpages)availablewithintheuserdefinedreportsoftheschedulingsoftwareapprovedbythe
ContractingOfficer;ahardcopylistingofallprojectschedulechanges,andassociateddata,
madeattheupdateandanelectronicfileofthisdata;andtheresultingmonthlyupdated
scheduleinPDMformat.Thesemustbesubmittedwithandsubstantivelysupportthe
contractor’smonthlypaymentrequestandthesignedlookaheadreport.TheCOTRshall
identifythefivedifferentreportformatsthatthecontractorshallprovide.
B. Thecontractorshallberesponsibleforthecorrectnessandtimelinessofthecomputer-
producedreports.TheContractorshallalsoresponsiblefortheaccurateandtimelysubmittalof
theupdatedprojectscheduleandallCPMdatanecessarytoproducethecomputerreportsand
paymentrequestthatisspecified.
C. TheVAwillreporterrorsincomputer-producedreportstotheContractor’srepresentative
withintencalendardaysfromreceiptofreports.TheContractorshallreprocessthecomputer-
producedreportsandassociateddiskette(s),whenrequestedbytheContractingOfficer’s
representative,tocorrecterrorswhichaffectthepaymentandschedulefortheproject.
1.5THEINTERIMANDFINALPROJECTSCHEDULESUBMITTAL
A. InterimScheduleSubmittal:Within21calendardaysafterreceiptofNoticetoProceed,the
ContractorshallsubmitfortheContractingOfficer'sreview;threebluelinecopiesoftheinterim
scheduleonsheetsofpaper765x1070mm(30x42inches)andanelectronicfileinthe
previouslyapprovedCPMscheduleprogram.Eachactivity/eventonthecomputer-produced
scheduleshallcontainasaminimum,butnotlimitedto,activity/eventID,activity/event
description,duration,budgetamount,earlystartdate,earlyfinishdate,latestartdate,late
finishdateandtotalfloat.Workactivity/eventrelationshipsshallberestrictedtofinish-to-start
andstart-to-startwithoutleadorlagconstraints.Activity/eventdateconstraints,notrequired
bythecontract,willnotbeacceptedunlesssubmittedtoandapprovedbytheContracting
Officer.ThecontractorshallmakeaseparatewrittendetailedrequesttotheContractingOfficer
identifyingthesedateconstraintsandsecuretheContractingOfficer’swrittenapprovalbefore
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incorporatingthemintotheProjectSchedule.TheContractingOfficer’sseparateapprovalofthe
interimscheduleshallnotexcusethecontractorofthisrequirement.Logicevents(non-work)
willbepermittedwherenecessarytoreflectproperlogicamongworkevents,butmusthave
zeroduration.ThecompleteworkinginterimProjectScheduleshallreflecttheContractor's
approachtoschedulingthecompleteprojectandshallincludeataminimum,thefollowing
activities:
1. AllphasingdescribedinSection010000,GENERALREQUIREMENTS-OPERATIONSAND
STORAGEAREAS-Paragraph“Phasing”
2. Procurement-Submittals,reviewandapprovals,fabricationanddelivery,ofallkeyandlong
leadtimeprocurementitems.
3. Design-AlldesignsubmissionslistedintheRFPsolicitation,includingthespecifiedmeeting
andreviewactivities.
4. Detaileddesignandconstructionactivitiesforthefirst120workdaysafterNoticeto
Proceed.
5. Summaryactivitieswhicharenecessary(andarenotincludedabove)toproperlyshow:
a. Theapproachtoschedulingtheremainingwork.Theworkforeachmajortrademustbe
representedbyatleastonesummaryactivity,sothattheworkcumulativelyshowsthe
entireprojectschedule.
b. SummaryactivitiesshallhavethetradecodeofSUM
B. Theinterimscheduleshalldescribetheactivitiestobeaccomplishedandtheir
interdependencies.Allworkactivities(includingdesign),otherthanprocurementactivities,shall
becostloadedasspecifiedandwillbethebasisforprogresspaymentsduringtheperiodprior
toacceptanceoftheschedule.Theinterimscheduleinitsoriginalformshallcontainnocontract
changesordelayswhichmayhavebeenincurredduringtheinterimscheduledevelopment
periodandshallreflecttheContractorsscheduleassubmittedwithhisRFPsolicitationpackage,
orasnegotiatedpriortoNoticetoProceed.AllCPMdatasupportinganytimeextension
requests,inaccordancewithArticleADJUSTMENTOFCONTRACTCOMPLETION,willbederived
fromtheapprovedfinalschedule.
C. FinalDiagramSubmittal:Within45calendardayspriortothestartofconstruction,the
ContractorshallsubmitfortheContractingOfficer'sreview;threebluelinecopiesoftheinterim
scheduleonsheetsofpaper765x1070mm(30x42inches)andanelectronicfileinthe
previouslyapprovedCPMscheduleprogram.Thesubmittalshallalsoincludethreecopiesofa
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computer-producedactivity/eventIDscheduleshowingprojectduration;phasecompletion
dates;andotherdata,includingeventcost.Eachactivity/eventonthecomputer-produced
scheduleshallcontainasaminimum,butnotlimitedto,activity/eventID,activity/event
description,duration,budgetamount,earlystartdate,earlyfinishdate,latestartdate,late
finishdateandtotalfloat.Workactivity/eventrelationshipsshallberestrictedtofinish-to-start
orstart-to-startwithoutleadorlagconstraints.Activity/eventdateconstraints,notrequiredby
thecontract,willnotbeacceptedunlesssubmittedtoandapprovedbytheContractingOfficer.
ThecontractorshallmakeaseparatewrittendetailedrequesttotheContractingOfficer
identifyingthesedateconstraintsandsecuretheContractingOfficer’swrittenapprovalbefore
incorporatingthemintothenetworkdiagram.TheContractingOfficer’sseparateapprovalof
theProjectScheduleshallnotexcusethecontractorofthisrequirement.Logicevents(non-
work)willbepermittedwherenecessarytoreflectproperlogicamongworkevents,butmust
havezeroduration.ThecompleteworkingscheduleshallreflecttheContractor'sapproachto
schedulingthecompleteproject.ThefinalProjectScheduleinitsoriginalformshallcontainno
contractchangesordelayswhichmayhavebeenincurredduringthefinalschedule
developmentperiodandshallreflecttheContractorsasbidschedule.Thesechanges/delays
shallbeenteredatthefirstupdateafterthefinalProjectSchedulehasbeenapproved.The
Contractorshouldprovidetheirrequestsfortimeandsupportingtimeextensionanalysisfor
contracttimeasaresultofcontractchanges/delays,afterthisupdate,andinaccordancewith
Article,ADJUSTMENTOFCONTRACTCOMPLETION.
D. Within30calendardaysafterreceiptofthecompleteprojectinterimProjectScheduleandthe
completefinalProjectSchedule,theContractingOfficerorhisrepresentative,willdooneor
bothofthefollowing:
1. NotifytheContractorconcerninghisactions,opinions,andobjections.
2. AmeetingwiththeContractoratornearthejobsiteforjointreview,correctionor
adjustmentoftheproposedplanwillbescheduledifrequired.Within14calendardaysafter
thejointreview,theContractorshallreviseandshallsubmitthreebluelinecopiesofthe
revisedProjectSchedule,threecopiesoftherevisedcomputer-producedactivity/eventID
scheduleandarevisedelectronicfileasspecifiedbytheContractingOfficer.Therevised
submissionwillbereviewedbytheContractingOfficerand,iffoundtobeaspreviously
agreedupon,willbeapproved.
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E. Theapprovedbaselinescheduleandthecomputer-producedschedule(s)generatedtherefrom
shallconstitutetheapprovedbaselinescheduleuntilsubsequentlyrevisedinaccordancewith
therequirementsofthissection.
1.6WORKACTIVITY/EVENTCOSTDATA
A. TheContractorshallcostloadallworkactivities/eventsexceptprocurementactivities.The
cumulativeamountofallcostloadedworkactivities/events(includingalternates)shallequalthe
totalcontractprice.Prorateoverhead,profitandgeneralconditionsonallworkactivities/events
fortheentireprojectlength.Thecontractorshallgeneratefromthisinformationcashflow
curvesindicatinggraphicallythetotalpercentageofworkactivity/eventdollarvaluescheduled
tobeinplaceonearlyfinish,latefinish.ThesecashflowcurveswillbeusedbytheContracting
Officertoassisthimindeterminingapprovalordisapprovalofthecostloading.Negativework
activity/eventcostdatawillnotbeacceptable,exceptonVAissuedcontractchanges.
B. TheContractorshallcostloadworkactivities/eventsforguaranteeperiodservices,test,balance
andadjustvarioussystemsinaccordancewiththeprovisionsinArticle,FAR52.232–5
(PAYMENTUNDERFIXED-PRICECONSTRUCTIONCONTRACTS)andVAAR852.236–83
(PAYMENTUNDERFIXED-PRICECONSTRUCTIONCONTRACTS).
C. InaccordancewithFAR52.236–1(PERFORMANCEOFWORKBYTHECONTRACTOR)andVAAR
852.236–72(PERFORMANCEOFWORKBYTHECONTRACTOR),theContractorshallsubmit,
simultaneouslywiththecostperworkactivity/eventoftheconstructionschedulerequiredby
thisSection,aresponsibilitycodeforallactivities/eventsoftheprojectforwhichthe
Contractor'sforceswillperformthework.
D. TheContractorshallcostloadworkactivities/eventsforallBIDITEMSincludingASBESTOS
ABATEMENT.ThesumofeachBIDITEMworkshallequalthevalueofthebiditeminthe
Contractors'bid.
1.7PROJECTSCHEDULEREQUIREMENTS
A. Showontheprojectschedulethesequenceofworkactivities/eventsrequiredforcomplete
performanceofallitemsofwork.TheContractorShall:
1. Showactivities/eventsas:
a. Contractor'stimerequiredforsubmittalofshopdrawings,templates,fabrication,
deliveryandsimilarpre-constructionwork.
b. ContractingOfficer'sandArchitect-Engineer'sreviewandapprovalofshopdrawings,
equipmentschedules,samples,template,orsimilaritems.
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c. InterruptionofVAFacilitiesutilities,deliveryofGovernmentfurnishedequipment,and
rough-indrawings,projectphasingandanyotherspecificationrequirements.
d. Test,balanceandadjustvarioussystemsandpiecesofequipment,maintenanceand
operationmanuals,instructionsandpreventivemaintenancetasks.
e. VAinspectionandacceptanceactivity/eventwithaminimumdurationoffiveworkdays
attheendofeachphaseandimmediatelyprecedinganyVAmoveactivity/event
requiredbythecontractphasingforthatphase.
2. Shownotonlytheactivities/eventsforactualconstructionworkforeachtradecategoryof
theproject,butalsotraderelationshipstoindicatethemovementoftradesfromonearea,
floor,orbuilding,toanotherarea,floor,orbuilding,foratleastfivetradeswhoare
performingmajorworkunderthiscontract.
3. Breakuptheworkintoactivities/eventsofadurationnolongerthan20workdayseachor
onereportingperiod,exceptastonon-constructionactivities/events(i.e.,procurementof
materials,deliveryofequipment,concreteandasphaltcuring)andanyother
activities/eventsforwhichtheCOTRmayapprovetheshowingofalongerduration.The
durationforVAapprovalofanyrequiredsubmittal,shopdrawing,orothersubmittalswill
notbelessthan20workdays.
4. Describeworkactivities/eventsclearly,sotheworkisreadilyidentifiableforassessmentof
completion.Activities/eventslabeled"start,""continue,"or"completion,"arenotspecific
andwillnotbeallowed.Leadandlagtimeactivitieswillnotbeacceptable.
5. Thescheduleshallbegenerallynumberedinsuchawaytoreflecteitherdiscipline,phaseor
locationofthework.
B. TheContractorshallsubmitthefollowingsupportingdatainadditiontotheprojectschedule:
1. Theappropriateprojectcalendarincludingworkingdaysandholidays.
2. Theplannednumberofshiftsperday.
3. Thenumberofhourspershift.
FailureoftheContractortoincludethisdatashalldelaythereviewofthesubmittaluntilthe
ContractingOfficerisinreceiptofthemissingdata.
C. TotheextentthattheProjectScheduleoranyrevisedProjectScheduleshowsanythingnot
jointlyagreedupon,itshallnotbedeemedtohavebeenapprovedbytheCOTR.Failureto
includeanyelementofworkrequiredfortheperformanceofthiscontractshallnotexcusethe
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Contractorfromcompletingallworkrequiredwithinanyapplicablecompletiondateofeach
phaseregardlessoftheCOTR’sapprovaloftheProjectSchedule.
D. CompactDiskRequirementsandCPMActivity/EventRecordSpecifications:SubmittotheVAan
electronicfile(s)containingonefileofthedatarequiredtoproduceaschedule,reflectingallthe
activities/eventsofthecompleteprojectschedulebeingsubmitted.
1.8PAYMENTTOTHECONTRACTOR:
A. Monthly,thecontractorshallsubmittheAIAapplicationandcertificateforpaymentdocuments
G702&G703reflectingupdatedscheduleactivitiesandcostdatainaccordancewiththe
provisionsofthefollowingArticle,PAYMENTANDPROGRESSREPORTING,asthebasisupon
whichprogresspaymentswillbemadepursuanttoArticle,FAR52.232–5(PAYMENTUNDER
FIXED-PRICECONSTRUCTIONCONTRACTS)andVAAR852.236–83(PAYMENTUNDERFIXED-
PRICECONSTRUCTIONCONTRACTS).TheContractorshallbeentitledtoamonthlyprogress
paymentuponapprovalofestimatesasdeterminedfromthecurrentlyapprovedupdated
projectschedule.Monthlypaymentrequestsshallinclude:alistingofallagreeduponproject
schedulechangesandassociateddata;andanelectronicfile(s)oftheresultingmonthly
updatedschedule.
B. ApprovaloftheContractor’smonthlyApplicationforPaymentshallbecontingent,amongother
factors,onthesubmittalofasatisfactorymonthlyupdateoftheprojectschedule.
1.9PAYMENTANDPROGRESSREPORTING
A. MonthlyscheduleupdatemeetingswillbeheldondatesmutuallyagreedtobytheCOTRand
theContractor.ContractorandtheirCPMconsultant(ifapplicable)shallattendallmonthly
scheduleupdatemeetings.TheContractorshallaccuratelyupdatetheProjectScheduleandall
otherdatarequiredandprovidethisinformationtotheCOTRthreeworkdaysinadvanceofthe
scheduleupdatemeeting.Jobprogresswillbereviewedtoverify:
1. Actualstartand/orfinishdatesforupdated/completedactivities/events.
2. Remainingdurationforeachactivity/eventstarted,orscheduledtostart,butnot
completed.
3. Logic,timeandcostdataforchangeorders,andsupplementalagreementsthataretobe
incorporatedintotheProjectSchedule.
4. Changesinactivity/eventsequenceand/ordurationwhichhavebeenmade,pursuanttothe
provisionsoffollowingArticle,ADJUSTMENTOFCONTRACTCOMPLETION.
5. Completionpercentageforallcompletedandpartiallycompletedactivities/events.
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6. Logicanddurationrevisionsrequiredbythissectionofthespecifications.
7. Activity/eventdurationandpercentcompleteshallbeupdatedindependently.
B. Aftercompletionofthejointreview,thecontractorshallgenerateanupdatedcomputer-
producedcalendar-datedscheduleandsupplytheContractingOfficer’srepresentativewith
reportsinaccordancewiththeArticle,COMPUTERPRODUCEDSCHEDULES,specified.
C. Aftercompletingthemonthlyscheduleupdate,thecontractor’srepresentativeorscheduling
consultantshallrerunallcurrentperiodcontractchange(s)againstthepriorapprovedmonthly
projectschedule.Theanalysisshallonlyincludeoriginalworkdaydurationsandschedulelogic
agreeduponbythecontractorandresidentengineerforthecontractchange(s).Whenthereisa
disagreementonlogicand/ordurations,theContractorshallusetheschedulelogicand/or
durationsprovidedandapprovedbytheresidentengineer.Aftereachrerunupdate,the
resultingelectronicprojectscheduledatafileshallbeappropriatelyidentifiedandsubmittedto
theVAinaccordancetotherequirementslistedinarticles1.4and1.7.Thiselectronic
submissionisseparatefromtheregularmonthlyprojectscheduleupdaterequirementsand
shallbesubmittedtotheresidentengineerwithinfourteen(14)calendardaysofcompletingthe
regularscheduleupdate.Beforeinsertingthecontractchangesdurations,caremustbetaken
toensurethatonlytheoriginaldurationswillbeusedfortheanalysis,notthereported
durationsafterprogress.Inaddition,oncethefinalnetworkdiagramisapproved,the
contractormustrecreateallmanualprogresspaymentupdatesonthisapprovednetwork
diagramandassociatedrerunsforcontractchangesineachoftheseupdateperiodsas
outlinedaboveforregularupdateperiods.Thiswillrequiredetailedrecordkeepingforeach
ofthemanualprogresspaymentupdates.
D. FollowingapprovaloftheCPMschedule,theVA,theGeneralContractor,itsapprovedCPM
Consultant,REofficerepresentatives,andallsubcontractorsneeded,asdeterminedbytheSRE,
shallmeettodiscussthemonthlyupdatedschedule.Themainemphasisshallbetoaddress
workactivitiestoavoidslippageofprojectscheduleandtoidentifyanynecessaryactions
requiredtomaintainprojectscheduleduringthereportingperiod.TheGovernment
representativesandtheContractorshouldconcludethemeetingwithaclearunderstandingof
thoseworkandadministrativeactionsnecessarytomaintainprojectschedulestatusduringthe
reportingperiod.Thisschedulecoordinationmeetingwilloccuraftereachmonthlyproject
scheduleupdatemeetingutilizingtheresultingschedulereportsfromthatscheduleupdate.If
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theprojectisbehindschedule,discussionsshouldincludewaystopreventfurtherslippageas
wellaswaystoimprovetheprojectschedulestatus,whenappropriate.
1.10RESPONSIBILITYFORCOMPLETION
A. Ifitbecomesapparentfromthecurrentrevisedmonthlyprogressschedulethatphasingor
contractcompletiondateswillnotbemet,theContractorshallexecutesomeorallofthe
followingremedialactions:
1. Increaseconstructionmanpowerinsuchquantitiesandcraftsasnecessarytoeliminatethe
backlogofwork.
2. Increasethenumberofworkinghourspershift,shiftsperworkingday,workingdaysper
week,theamountofconstructionequipment,oranycombinationoftheforegoingto
eliminatethebacklogofwork.
3. Rescheduletheworkinconformancewiththespecificationrequirements.
B. Priortoproceedingwithanyoftheaboveactions,theContractorshallnotifyandobtain
approvalfromtheCOTRfortheproposedschedulechanges.Ifsuchactionsareapproved,the
representativeschedulerevisionsshallbeincorporatedbytheContractorintotheProject
Schedulebeforethenextupdate,atnoadditionalcosttotheGovernment.
1.11CHANGESTOTHESCHEDULE
A. Within30calendardaysafterVAacceptanceandapprovalofanyupdatedprojectschedule,the
Contractorshallsubmitarevisedelectronicfile(s)andalistofanyactivity/eventchangesfor
anyofthefollowingreasons:
1. Delayincompletionofanyactivity/eventorgroupofactivities/events,whichmaybe
involvedwithcontractchanges,strikes,unusualweather,andotherdelayswillnotrelieve
theContractorfromtherequirementsspecifiedunlesstheconditionsareshownonthe
CPMasthedirectcausefordelayingtheprojectbeyondtheacceptablelimits.
2. Delaysinsubmittals,ordeliveries,orworkstoppageareencounteredwhichmake
reschedulingoftheworknecessary.
3. Thescheduledoesnotrepresenttheactualprosecutionandprogressoftheproject.
4. Whenthereis,orhasbeen,asubstantialrevisiontotheactivity/eventcostsregardlessof
thecausefortheserevisions.
B. CPMrevisionsmadeunderthisparagraphwhichaffectthepreviouslyapproved
computer-producedschedulesforGovernmentfurnishedequipment,vacatingofareasbythe
VAFacility,contractphase(s)andsubphase(s),utilitiesfurnishedbytheGovernmenttothe
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Contractor,oranyotherpreviouslycontracteditem,shallbefurnishedinwritingtothe
ContractingOfficerforapproval.
C. ContractingOfficer'sapprovalfortherevisedprojectscheduleandallrelevantdatais
contingentuponcompliancewithallotherparagraphsofthissectionandanyotherprevious
agreementsbytheContractingOfficerortheVArepresentative.
D. Thecostofrevisionstotheprojectscheduleresultingfromcontractchangeswillbeincludedin
theproposalforchangesinworkasspecifiedinFAR52.243–4(Changes)andVAAR852.236–
88(Changes–Supplemental),andwillbebasedonthecomplexityoftherevisionorcontract
change,manhoursexpendedinanalyzingthechange,andthetotalcostofthechange.
E. ThecostofrevisionstotheProjectSchedulenotresultingfromcontractchangesisthe
responsibilityoftheContractor.
1.12ADJUSTMENTOFCONTRACTCOMPLETION
A. Thecontractcompletiontimewillbeadjustedonlyforcausesspecifiedinthiscontract.Request
foranextensionofthecontractcompletiondatebytheContractorshallbesupportedwitha
justification,CPMdataandsupportingevidenceastheCOTRmaydeemnecessaryfor
determinationastowhetherornottheContractorisentitledtoanextensionoftimeunderthe
provisionsofthecontract.Submissionofproofbasedonrevisedactivity/eventlogic,durations
(inworkdays)andcostsisobligatorytoanyapprovals.Theschedulemustclearlydisplaythat
theContractorhasused,infull,allthefloattimeavailablefortheworkinvolvedinthisrequest.
TheContractingOfficer'sdeterminationastothetotalnumberofdaysofcontractextensionwill
bebaseduponthecurrentcomputer-producedcalendar-datedscheduleforthetimeperiodin
questionandallotherrelevantinformation.
B. Actualdelaysinactivities/eventswhich,accordingtothecomputer-producedcalendar-dated
schedule,donotaffecttheextendedandpredictedcontractcompletiondatesshownbythe
criticalpathinthenetwork,willnotbethebasisforachangetothecontractcompletiondate.
TheContractingOfficerwillwithinareasonabletimeafterreceiptofsuchjustificationand
supportingevidence,reviewthefactsandadvisetheContractorinwritingoftheContracting
Officer'sdecision.
C.
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TheContractorshallsubmiteachrequestforachangeinthecontractcompletiondatetothe
ContractingOfficerinaccordancewiththeprovisionsspecifiedunderFAR52.243–4(Changes)
andVAAR852.236–88(Changes–Supplemental).TheContractorshallinclude,asapartof
eachchangeorderproposal,asketchshowingallCPMlogicrevisions,duration(inworkdays)
changes,andcostchanges,forworkinquestionanditsrelationshiptootheractivitiesonthe
approvednetworkdiagram.
D. Alldelaysduetonon-workactivities/eventssuchasRFI’s,WEATHER,STRIKES,andsimilarnon-
workactivities/eventsshallbeanalyzedonamonthbymonthbasis.
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SECTION013323SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES
1-1. RefertoArticlestitledSPECIFICATIONSANDDRAWINGSFORCONSTRUCTION(FAR52.236-21)
and,SPECIALNOTES(VAAR852.236-91),inGENERALCONDITIONS.
1-2. Forthepurposesofthiscontract,samples,testreports,certificates,andmanufacturers'
literatureanddatashallalsobesubjecttothepreviouslyreferencedrequirements.The
followingtextreferstoallitemscollectivelyasSUBMITTALS.
1-3. Submitforapproval,alloftheitemsspecificallymentionedundertheseparatesectionsofthe
specification,withinformationsufficienttoevidencefullcompliancewithcontract
requirements.Materials,fabricatedarticlesandtheliketobeinstalledinpermanentworkshall
equalthoseofapprovedsubmittals.Afteranitemhasbeenapproved,nochangeinbrandor
makewillbepermittedunless:
A. Satisfactorywrittenevidenceispresentedto,andapprovedbyContractingOfficer,that
manufacturercannotmakescheduleddeliveryofapproveditemor;
B. Itemdeliveredhasbeenrejectedandsubstitutionofasuitableitemisanurgentnecessityor;
C. Otherconditionsbecomeapparentwhichindicatesapprovalofsuchsubstituteitemtobein
bestinterestoftheGovernment.
1-4. Forwardsubmittalsinsufficienttimetopermitproperconsiderationandapprovalactionby
Government.Timesubmissiontoassureadequateleadtimeforprocurementof
contract-requireditems.Delaysattributabletountimelyandrejectedsubmittals(includingany
laboratorysamplestobetested)willnotserveasabasisforextendingcontracttimefor
completion.
1-5. SubmittalswillbereviewedforcompliancewithcontractrequirementsbyArchitect-Engineer,
andactionthereonwillbetakenbyResidentEngineeronbehalfoftheContractingOfficer.
1-6. Uponreceiptofsubmittals,Architect-Engineerwillassignafilenumberthereto.Contractor,in
anysubsequentcorrespondence,shallrefertothisfileandidentificationnumbertoexpedite
repliesrelativetopreviouslyapprovedordisapprovedsubmittals.
1-7. TheGovernmentreservestherighttorequireadditionalsubmittals,whetherornotparticularly
mentionedinthiscontract.Ifadditionalsubmittalsbeyondthoserequiredbythecontractare
furnishedpursuanttorequestthereforbyContractingOfficer,adjustmentincontractpriceand
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timewillbemadeinaccordancewithArticlestitledCHANGES(FAR52.243-4)and
CHANGES-SUPPLEMENT(VAAR852.236-88)oftheGENERALCONDITIONS.
1-8. Schedulescalledforinspecificationsandshownonshopdrawingsshallbesubmittedforuse
andinformationofDepartmentofVeteransAffairsandArchitect-Engineer.However,the
Contractorshallassumeresponsibilityforcoordinatingandverifyingschedules.TheContracting
OfficerandArchitect-Engineerassumesnoresponsibilityforcheckingschedulesorlayout
drawingsforexactsizes,exactnumbersanddetailedpositioningofitems.
1-9. SubmittalsmustbesubmittedbyContractoronlyandshippedprepaid,whenapplicable.
ContractingOfficerassumesnoresponsibilityforcheckingquantitiesorexactnumbersincluded
insuchsubmittals.
A. SubmitphysicalsamplesrequiredbySection090600,SCHEDULEFORFINISHES,in
quadruplicate.Submitothersamplesinsingleunitsunlessotherwisespecified.Submitshop
drawings,schedules,manufacturers'literatureanddata,andcertificatesinelectronicformat
unlessotherwiseindicated.
B. Submittalswillreceiveconsiderationonlywhencoveredbyatransmittalletter/emailsignedby
Contractor.TransmittalLetterandsubmittalsshallbesentviaemailandshallcontainthelistof
items,nameofMedicalCenter,nameofContractor,contractnumber,applicablespecification
paragraphnumbers,applicabledrawingnumbers(andotherinformationrequiredforexact
identificationoflocationforeachitem),manufacturerandbrand,ASTMorFederalSpecification
Number(ifany)andsuchadditionalinformationasmayberequiredbyspecificationsfor
particularitembeingfurnished.Inaddition,catalogsshallbemarkedtoindicatespecificitems
submittedforapproval.
1. Acopyofletter/emailmustbeenclosedwithitems,andanyitemsreceivedwithout
identificationletterwillbeconsidered"unclaimedgoods"andheldforalimitedtimeonly.
2. Eachsample,certificate,manufacturers'literatureanddatashallbelabeledtoindicatethe
nameandlocationoftheMedicalCenter,nameofContractor,manufacturer,brand,
contractnumberandASTMorFederalSpecificationNumberasapplicableandlocation(s)on
project.
3. Requiredcertificatesshallbesignedbyanauthorizedrepresentativeofmanufactureror
supplierofmaterial,andbyContractor.
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C. InadditiontocomplyingwiththeapplicablerequirementsspecifiedinprecedingArticle1.9,
sampleswhicharerequiredtohaveLaboratoryTests(thoseprecededbysymbol"LT"underthe
separatesectionsofthespecificationshallbetested,attheexpenseofContractor,ina
commerciallaboratoryapprovedbyContractingOfficer.
1. LaboratoryshallfurnishContractingOfficerwithacertificatestatingthatitisfullyequipped
andqualifiedtoperformintendedwork,isfullyacquaintedwithspecificationrequirements
andintendeduseofmaterialsandisanindependentestablishmentinnowayconnected
withorganizationofContractororwithmanufacturerorsupplierofmaterialstobetested.
2. Certificatesshallalsosetforthalistofcomparableprojectsuponwhichlaboratoryhas
performedsimilarfunctionsduringpastfiveyears.
3. Samplesandlaboratorytestsshallbesentdirectlytoapprovedcommercialtesting
laboratory.
4. ContractorshallsendacopyoftransmittallettertobothResidentEngineerandto
Architect-Engineersimultaneouslywithsubmissionofmaterialtoacommercialtesting
laboratory.
5. LaboratorytestreportsshallbesentdirectlytoResidentEngineerforappropriateaction.
6. Laboratoryreportsshalllistcontractspecificationtestrequirementsandacomparativelist
ofthelaboratorytestresults.Whentestsshowthatthematerialmeetsspecification
requirements,thelaboratoryshallsocertifyontestreport.
7. Laboratorytestreportsshallalsoincludearecommendationforapprovalordisapprovalof
testeditem.
D. Ifsubmittalsampleshavebeendisapproved,resubmitnewsamplesassoonaspossibleafter
notificationofdisapproval.Suchnewsamplesshallbemarked"ResubmittedSample"inaddition
tocontainingotherpreviouslyspecifiedinformationrequiredonlabelandintransmittalletter.
E. ApprovedsampleswillbekeptonfilebytheResidentEngineeratthesiteuntilcompletionof
contract,atwhichtimesuchsampleswillbedeliveredtoContractorasContractor'sproperty.
Wherenotedintechnicalsectionsofspecifications,approvedsamplesingoodconditionmaybe
usedintheirproperlocationsincontractwork.Atcompletionofcontract,samplesthatarenot
approvedwillbereturnedtoContractoronlyuponrequestandatContractor'sexpense.Such
requestshouldbemadepriortocompletionofthecontract.Disapprovedsamplesthatarenot
requestedforreturnbyContractorwillbediscardedaftercompletionofcontract.
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F. Submittaldrawings(shop,erectionorsettingdrawings)andschedules,requiredforworkof
varioustrades,shallbecheckedbeforesubmissionbytechnicallyqualifiedemployeesof
Contractorforaccuracy,completenessandcompliancewithcontractrequirements.These
drawingsandschedulesshallbestampedandsignedbyContractorcertifyingtosuchcheck.
1. Foreachdrawingrequired,submitonePDFfile.
2. Eachdrawingshallhavemarkedthereon,properdescriptivetitle,includingMedicalCenter
location,projectnumber,manufacturer'snumber,referencetocontractdrawingnumber,
detailSectionNumber,andSpecificationSectionNumber.
4. Aspace120mmby125mm(4-3/4by5inches)shallbereservedoneachdrawingto
accommodateapprovalordisapprovalstamp.
5. SubmitdrawingsinPDFformat,electronically.
6. SubmittalswillbereturnedtoContractorviaemailfortheContractor’sdistribution.
7. Whenworkisdirectlyrelatedandinvolvesmorethanonetrade,shopdrawingsshallbe
submittedtoArchitect-Engineerunderonecoverletter/email.
8. Onecopyofapprovedsubmittalsmustbeprintedandmaintainedattheprojectsitebythe
Contractor.
1-10. Samples,shopdrawings,testreports,certificatesandmanufacturers'literatureanddata,shall
besubmittedforapprovalto:
JunkArchitects
802Broadway–5thFloor
KansasCity,MO64105
1-11. AtthetimeoftransmittaltotheArchitect-Engineer,theContractorshallalsosendacopyofthe
completesubmittaldirectlytotheResidentEngineer.
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SECTION013526SAFETYREQUIREMENTS
TABLEOFCONTENTS1.1APPLICABLEPUBLICATIONS:...................................................................21.2DEFINITIONS:............................................................................................................................31.3REGULATORYREQUIREMENTS:................................................................................................41.4ACCIDENTPREVENTIONPLAN(APP):.......................................................................................41.5ACTIVITYHAZARDANALYSES(AHAs):.......................................................................................91.6PRECONSTRUCTIONCONFERENCE:........................................................................................101.7“SITESAFETYANDHEALTHOFFICER”(SSHO)and“COMPETENTPERSON”(CP):...................111.8TRAINING:...............................................................................................................................121.9INSPECTIONS:.........................................................................................................................131.10ACCIDENTS,OSHA300LOGS,ANDMAN-HOURS:................................................................131.11PERSONALPROTECTIVEEQUIPMENT(PPE):.........................................................................141.12INFECTIONCONTROL............................................................................................................151.13TUBERCULOSISSCREENING..................................................................................................221.14FIRESAFETY..........................................................................................................................221.15ELECTRICAL...........................................................................................................................241.16FALLPROTECTION.................................................................................................................261.17SCAFFOLDSANDOTHERWORKPLATFORMS.......................................................................271.18CONTROLOFHAZARDOUSENERGY(LOCKOUT/TAGOUT)...................................................271.19CONFINEDSPACEENTRY......................................................................................................281.20WELDINGANDCUTTING.......................................................................................................281.21LADDERS...............................................................................................................................281.22FLOOR&WALLOPENINGS...................................................................................................29
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SECTION013526SAFETYREQUIREMENTS
1.1APPLICABLEPUBLICATIONS:
A. LatestpublicationslistedbelowformpartofthisArticletoextentreferenced.
Publicationsarereferencedintextbybasicdesignationsonly.
B. AmericanSocietyofSafetyEngineers(ASSE):
A10.1-2011......................Pre-Project&Pre-TaskSafetyandHealthPlanning
A10.34-2012....................ProtectionofthePubliconorAdjacenttoConstruction
Sites
A10.38-2013....................BasicElementsofanEmployer’sProgramtoProvideaSafe
andHealthfulWorkEnvironmentAmericanNational
StandardConstructionandDemolitionOperations
C. AmericanSocietyforTestingandMaterials(ASTM):
E84-2013..........................SurfaceBurningCharacteristicsofBuildingMaterials
D. TheFacilitiesGuidelinesInstitute(FGI):
FGIGuidelines-2010GuidelinesforDesignandConstructionofHealthcareFacilities
E. NationalFireProtectionAssociation(NFPA):
10-2013............................StandardforPortableFireExtinguishers
30-2012............................FlammableandCombustibleLiquidsCode
51B-2014.........................StandardforFirePreventionDuringWelding,Cuttingand
OtherHotWork
70-2014............................NationalElectricalCode
70E-2012.........................StandardforElectricalSafetyintheWorkplace
99-2012............................HealthCareFacilitiesCode
241-2013..........................StandardforSafeguardingConstruction,Alteration,and
DemolitionOperations
F. TheJointCommission(TJC)
TJCManual......................ComprehensiveAccreditationandCertificationManual
G. U.S.NuclearRegulatoryCommission
10CFR20........................StandardsforProtectionAgainstRadiation
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H. U.S.OccupationalSafetyandHealthAdministration(OSHA):
29CFR1904....................ReportingandRecordingInjuries&Illnesses
29CFR1910....................SafetyandHealthRegulationsforGeneralIndustry
29CFR1926....................SafetyandHealthRegulationsforConstructionIndustry
CPL2-0.124......................Multi-EmployerCitationPolicy
I. VHADirective2005-007
1.2DEFINITIONS:
A. OSHA“CompetentPerson”(CP).Onewhoiscapableofidentifyingexistingand
predictablehazardsinthesurroundingsandworkingconditionswhichareunsanitary,
hazardousordangeroustoemployees,andwhohastheauthorizationtotakeprompt
correctivemeasurestoeliminatethem(see29CFR1926.32(f)).
B. "QualifiedPerson"meansonewho,bypossessionofarecognizeddegree,certificate,or
professionalstanding,orwhobyextensiveknowledge,trainingandexperience,has
successfullydemonstratedhisabilitytosolveorresolveproblemsrelatingtothesubject
matter,thework,ortheproject.
C. HighVisibilityAccident.Anymishapwhichmaygeneratepublicityorhighvisibility.
D. MedicalTreatment.Treatmentadministeredbyaphysicianorbyregisteredprofessional
personnelunderthestandingordersofaphysician.Medicaltreatmentdoesnotinclude
firstaidtreatmenteventhroughprovidedbyaphysicianorregisteredpersonnel.
E. RecordableInjuriesorIllnesses.Anywork-relatedinjuryorillnessthatresultsin:
1. Death,regardlessofthetimebetweentheinjuryanddeath,orthelengthofthe
illness;
2. Daysawayfromwork(anytimelostafterdayofinjury/illnessonset);
3. Restrictedwork;
4. Transfertoanotherjob;
5. Medicaltreatmentbeyondfirstaid;
6. Lossofconsciousness;or
7. Asignificantinjuryorillnessdiagnosedbyaphysicianorotherlicensedhealthcare
professional,evenifitdidnotresultin(1)through(6)above.
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1.3REGULATORYREQUIREMENTS:
A. Inadditiontothedetailedrequirementsincludedintheprovisionsofthiscontract,
complywith29CFR1926,complywith29CFR1910asincorporatedbyreferencewithin
29CFR1926,complywithASSEA10.34,andallapplicablefederal,state,andlocallaws,
ordinances,criteria,rulesandregulations.Submitmattersofinterpretationofstandards
forresolutionbeforestartingwork.Wheretherequirementsofthisspecification,
applicablelaws,criteria,ordinances,regulations,andreferenceddocumentsvary,the
moststringentrequirementsgovernexceptwithspecificapprovalandacceptanceby
theResidentEngineerandFacilitySafetyManager.
1.4ACCIDENTPREVENTIONPLAN(APP):
A. TheAPP(akaConstructionSafety&HealthPlan)shallinterfacewiththeContractor's
overallsafetyandhealthprogram.IncludeanyportionsoftheContractor'soverall
safetyandhealthprogramreferencedintheAPPintheapplicableAPPelementand
ensureitissite-specific.TheGovernmentconsidersthePrimeContractortobethe
"controllingauthority"forallworksitesafetyandhealthofeachsubcontractor(s).
Contractorsareresponsibleforinformingtheirsubcontractorsofthesafetyprovisions
underthetermsofthecontractandthepenaltiesfornoncompliance,coordinatingthe
worktopreventonecraftfrominterferingwithorcreatinghazardousworking
conditionsforothercrafts,andinspectingsubcontractoroperationstoensurethat
accidentpreventionresponsibilitiesarebeingcarriedout.
B. TheAPPshallbepreparedasfollows:
1. WritteninEnglishbyaqualifiedpersonwhoisemployedbythePrimeContractor
articulatingthespecificworkandhazardspertainingtothecontract(model
languagecanbefoundinASSEA10.33).Specificallyarticulatingthesafety
requirementsfoundwithintheseVAcontractsafetyspecifications.
2. AddressboththePrimeContractorsandthesubcontractorsworkoperations.
3. Statemeasurestobetakentocontrolhazardsassociatedwithmaterials,services,or
equipmentprovidedbysuppliers.
4. Addressalltheelements/sub-elementsandinorderasfollows:
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a. SIGNATURESHEET.Title,signature,andphonenumberofthefollowing:
1) Planpreparer(QualifiedPersonsuchascorporatesafetystaffpersonor
contractedCertifiedSafetyProfessionalwithconstructionsafetyexperience);
2) Planapprover(company/corporateofficersauthorizedtoobligatethe
company);
3) Planconcurrence(e.g.,ChiefofOperations,CorporateChiefofSafety,
CorporateIndustrialHygienist,projectmanagerorsuperintendent,project
safetyprofessional).Provideconcurrenceofotherapplicablecorporateand
projectpersonnel(Contractor).
b. BACKGROUNDINFORMATION.Listthefollowing:
1) Contractor;
2) Contractnumber;
3) Projectname;
4) Briefprojectdescription,descriptionofworktobeperformed,andlocation;
phasesofworkanticipated(thesewillrequireanAHA).
c. STATEMENTOFSAFETYANDHEALTHPOLICY.Provideacopyofcurrent
corporate/companySafetyandHealthPolicyStatement,detailingcommitment
toprovidingasafeandhealthfulworkplaceforallemployees.TheContractor’s
writtensafetyprogramgoals,objectives,andaccidentexperiencegoalsforthis
contractshouldbeprovided.
d. RESPONSIBILITIESANDLINESOFAUTHORITIES.Providethefollowing:
1) Astatementoftheemployer’sultimateresponsibilityfortheimplementation
ofhisSOHprogram;
2) Identificationandaccountabilityofpersonnelresponsibleforsafetyatboth
corporateandprojectlevel.Contractsspecificallyrequiringsafetyor
industrialhygienepersonnelshallincludeacopyoftheirresumes.
3) ThenamesofCompetentand/orQualifiedPerson(s)andproofof
competency/qualificationtomeetspecificOSHACompetent/Qualified
Person(s)requirementsmustbeattached.;
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4) Requirementsthatnoworkshallbeperformedunlessadesignated
competentpersonispresentonthejobsite;
5) Requirementsforpre-taskActivityHazardAnalysis(AHAs);
6) Linesofauthority;
7) Policiesandproceduresregardingnoncompliancewithsafetyrequirements
(toincludedisciplinaryactionsforviolationofsafetyrequirements)shouldbe
identified;
e. SUBCONTRACTORSANDSUPPLIERS.Ifapplicable,provideproceduresfor
coordinatingSOHactivitieswithotheremployersonthejobsite:
1) Identificationofsubcontractorsandsuppliers(ifknown);
2) Safetyresponsibilitiesofsubcontractorsandsuppliers.
f. TRAINING.
1) Site-specificSOHorientationtrainingatthetimeofinitialhireorassignment
totheprojectforeveryemployeebeforeworkingontheprojectsiteis
required.
2) Mandatorytrainingandcertificationsthatareapplicabletothisproject(e.g.,
explosiveactuatedtools,craneoperator,rigger,cranesignalperson,fall
protection,electricallockout/NFPA70E,machine/equipmentlockout,
confinedspace,etc…)andanyrequirementsforperiodic
retraining/recertificationarerequired.
3) Proceduresforongoingsafetyandhealthtrainingforsupervisorsand
employeesshallbeestablishedtoaddresschangesinsite
hazards/conditions.
4) OSHA10-hourtrainingisrequiredforallworkersonsiteandtheOSHA30-
hourtrainingisrequiredforTradeCompetentPersons(CPs)
g. SAFETYANDHEALTHINSPECTIONS.
1) Specificassignmentofresponsibilitiesforaminimumdailyjobsitesafetyand
healthinspectionduringperiodsofworkactivity:Whowillconduct(e.g.,
“SiteSafetyandHealthCP”),proofofinspector’straining/qualifications,
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wheninspectionswillbeconducted,proceduresfordocumentation,
deficiencytrackingsystem,andfollow-upprocedures.
2) Anyexternalinspections/certificationsthatmayberequired(e.g.,contracted
CSPorCSHT)
h. ACCIDENTINVESTIGATION&REPORTING.TheContractorshallconductmishap
investigationsofallOSHARecordableIncidents.TheAPPshallinclude
accident/incidentinvestigationprocedure&identifyperson(s)responsibleto
providethefollowingtotheResidentEngineerandFacilitySafety//Manager:
1) Exposuredata(man-hoursworked);
2) Accidentinvestigations,reports,andlogs.
i. PLANS(PROGRAMS,PROCEDURES)REQUIRED.Basedonariskassessmentof
contractedactivitiesandonmandatoryOSHAcomplianceprograms,the
Contractorshalladdressallapplicableoccupationalrisksinsite-specific
complianceandaccidentpreventionplans.ThesePlansshallincludebutarenot
belimitedtoproceduresforaddressingtherisksassociateswiththefollowing:
1) Emergencyresponse;
2) Contingencyforsevereweather;
3) FirePrevention;
4) MedicalSupport;
5) Postingofemergencytelephonenumbers;
6) Preventionofalcoholanddrugabuse;
7) Sitesanitation(housekeeping,drinkingwater,toilets);
8) Nightoperationsandlighting;
9) Hazardcommunicationprogram;
10) Welding/Cutting“Hot”work;
11) ElectricalSafeWorkPractices(ElectricalLOTO/NFPA70E);
12) GeneralElectricalSafety
13) Hazardousenergycontrol(MachineLOTO);
14) Site-SpecificFallProtection&Prevention;
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15) Excavation/trenching;
16) Asbestosabatement;
17) Leadabatement;
18) CraneCriticallift;
19) Respiratoryprotection;
20) Healthhazardcontrolprogram;
21) RadiationSafetyProgram;
22) Abrasiveblasting;
23) Heat/ColdStressMonitoring;
24) CrystallineSilicaMonitoring(Assessment);
25) Demolitionplan(toincludeengineeringsurvey);
C. SubmittheAPPtotheResidentEngineerandFacilitySafetyManagerforreviewfor
compliancewithcontractrequirementsinaccordancewithSection013323,SHOP
DRAWINGS,PRODUCTDATAANDSAMPLES15[__]calendardayspriortothedateof
thepreconstructionconferenceforacceptance.Workcannotproceedwithoutan
acceptedAPP.
D. Onceacceptedbythe//ResidentEngineer//ProjectManager//andFacilitySafety//
Manager//Officer//orContractingOfficerRepresentative//orGovernment
DesignatedAuthority//,theAPPandattachmentswillbeenforcedaspartofthe
contract.DisregardingtheprovisionsofthiscontractortheacceptedAPPwillbecause
forstoppingofwork,atthediscretionoftheContractingOfficer,untilthematterhas
beenrectified.
E. Onceworkbegins,changestotheacceptedAPPshallbemadewiththeknowledgeand
concurrenceofthe//ResidentEngineer//ProjectManager//projectsuperintendent,
projectoveralldesignatedOSHACompetentPerson,andfacilitySafety//Manager//
Officer//ContractingOfficerRepresentative//GovernmentDesignatedAuthority//.
Shouldanyseverehazardexposure,i.e.imminentdanger,becomeevident,stopworkin
thearea,securethearea,anddevelopaplantoremovetheexposureandcontrolthe
hazard.NotifytheContractingOfficerwithin24hoursofdiscovery.Eliminate/remove
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thehazard.Intheinterim,takeallnecessaryactiontorestoreandmaintainsafeworking
conditionsinordertosafeguardonsitepersonnel,visitors,thepublic(asdefinedby
ASSE/SAFEA10.34)andtheenvironment.
1.5ACTIVITYHAZARDANALYSES(AHAS):
A. AHAsarealsoknownasJobHazardAnalyses,JobSafetyAnalyses,andActivitySafety
Analyses.Beforebeginningeachworkactivityinvolvingatypeofworkpresenting
hazardsnotexperiencedinpreviousprojectoperationsorwhereanewworkcrewor
sub-contractoristoperformthework,theContractor(s)performingthatworkactivity
shallprepareanAHA(ExampleelectronicAHAformscanbefoundontheUSArmy
CorpsofEngineerswebsite)
B. AHAsshalldefinetheactivitiesbeingperformedandidentifytheworksequences,the
specificanticipatedhazards,siteconditions,equipment,materials,andthecontrol
measurestobeimplementedtoeliminateorreduceeachhazardtoanacceptablelevel
ofrisk.
C. WorkshallnotbeginuntiltheAHAfortheworkactivityhasbeenacceptedbythe//
ResidentEngineer//ProjectManager//andFacilitySafety//Manager//Officer//or
ContractingOfficerRepresentative//orGovernmentDesignatedAuthorityand
discussedwithallengagedintheactivity,includingtheContractor,subcontractor(s),
andGovernmenton-siterepresentativesatpreparatoryandinitialcontrolphase
meetings.
1. ThenamesoftheCompetent/QualifiedPerson(s)requiredforaparticularactivity
(forexample,excavations,scaffolding,fallprotection,otheractivitiesasspecifiedby
OSHAand/orotherStateandLocalagencies)shallbeidentifiedandincludedinthe
AHA.Certificationoftheircompetency/qualificationshallbesubmittedtothe
GovernmentDesignatedAuthority(GDA)foracceptancepriortothestartofthat
workactivity.
2. TheAHAshallbereviewedandmodifiedasnecessarytoaddresschangingsite
conditions,operations,orchangeofcompetent/qualifiedperson(s).
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a. IfmorethanoneCompetent/QualifiedPersonisusedontheAHAactivity,alist
ofnamesshallbesubmittedasanattachmenttotheAHA.Thoselistedmustbe
Competent/QualifiedforthetypeofworkinvolvedintheAHAandfamiliarwith
currentsitesafetyissues.
b. IfanewCompetent/QualifiedPerson(notontheoriginallist)isadded,thelist
shallbeupdated(anadministrativeactionnotrequiringanupdatedAHA).The
newpersonshallacknowledgeinwritingthatheorshehasreviewedtheAHA
andisfamiliarwithcurrentsitesafetyissues.
3. SubmitAHAstothe//ResidentEngineer//ProjectManager//andFacilitySafety//
Manager//Officer//orContractingOfficerRepresentative//orGovernment
DesignatedAuthorityforreviewforcompliancewithcontractrequirementsin
accordancewithSection013323,SHOPDRAWINGS,PRODUCTDATAANDSAMPLES
forreviewatleast15[__]calendardayspriortothestartofeachphase.Subsequent
AHAsasshallbeformattedasamendmentstotheAPP.Theanalysisshouldbeused
duringdailyinspectionstoensuretheimplementationandeffectivenessofthe
activity'ssafetyandhealthcontrols.
4. TheAHAlistwillbereviewedperiodically(atleastmonthly)attheContractor
supervisorysafetymeetingandupdatedasnecessarywhenprocedures,scheduling,
orhazardschange.
5. Developtheactivityhazardanalysesusingtheprojectscheduleasthebasisforthe
activitiesperformed.AllactivitieslistedontheprojectschedulewillrequireanAHA.
TheAHAswillbedevelopedbythecontractor,supplier,orsubcontractorand
providedtotheprimecontractorforreviewandapprovalandthensubmittedtothe
ResidentEngineerandFacilitySafetyManager.
1.6PRECONSTRUCTIONCONFERENCE:
A. Contractorrepresentativeswhohavearesponsibilityorsignificantrolein
implementationoftheaccidentpreventionprogram,asrequiredby29CFR
1926.20(b)(1),ontheprojectshallattendthepreconstructionconferencetogaina
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mutualunderstandingofitsimplementation.Thisincludestheprojectsuperintendent,
subcontractorsuperintendents,andanyotherassignedsafetyandhealthprofessionals.
B. DiscussthedetailsofthesubmittedAPPtoincludeincorporatedplans,programs,
proceduresandalistingofanticipatedAHAsthatwillbedevelopedandimplemented
duringtheperformanceofthecontract.ThislistofproposedAHAswillbereviewedat
theconferenceandanagreementwillbereachedbetweentheContractorandthe
ContractingOfficer'srepresentativeastowhichphaseswillrequireananalysis.In
addition,establishascheduleforthepreparation,submittal,review,andacceptanceof
AHAstoprecludeprojectdelays.
C. DeficienciesinthesubmittedAPPwillbebroughttotheattentionoftheContractor
within14daysofsubmittal,andtheContractorshallrevisetheplantocorrect
deficienciesandre-submititforacceptance.Donotbeginworkuntilthereisan
acceptedAPP.
1.7“SITESAFETYANDHEALTHOFFICER”(SSHO)AND“COMPETENTPERSON”(CP):
A. ThePrimeContractorshalldesignateaminimumofoneSSHOateachprojectsitethat
willbeidentifiedastheSSHOtoadministertheContractor'ssafetyprogramand
government-acceptedAccidentPreventionPlan.Eachsubcontractorshalldesignatea
minimumofoneCPincompliancewith29CFR1926.20(b)(2)thatwillbeidentifiedasa
CPtoadministertheirindividualsafetyprograms.
B. Further,allspecializedCompetentPersonsfortheworkcrewswillbesuppliedbythe
respectivecontractorasrequiredby29CFR1926(i.e.Asbestos,Electrical,Cranes,&
Derricks,Demolition,FallProtection,FireSafety/LifeSafety,Ladder,Rigging,Scaffolds,
andTrenches/Excavations).
C. TheseCompetentPersonscanhavecollateraldutiesasthesubcontractor’s
superintendentand/orworkcrewleadpersonsaswellasfillmorethanonespecialized
CProle(i.e.Asbestos,Electrical,Cranes,&Derricks,Demolition,FallProtection,Fire
Safety/LifeSafety,Ladder,Rigging,Scaffolds,andTrenches/Excavations).
D. TheSSHOoranequally-qualifiedDesignatedRepresentative/alternatewillmaintaina
presenceonthesiteduringconstructionoperationsinaccordancewithFARClause
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52.236-6:SuperintendencebytheContractor.CPswillmaintainpresenceduringtheir
constructionactivitiesinaccordancewithabovementionedclause.Alistingofthe
designatedSSHOandallknownCPsshallbesubmittedpriortothestartofworkaspart
oftheAPPwiththetrainingdocumentationand/orAHAaslistedinSection1.8below.
E. Therepeatedpresenceofuncontrolledhazardsduringacontractor’sworkoperations
willresultinthedesignatedCPasbeingdeemedincompetentandresultintherequired
removaloftheemployeeinaccordancewithFARClause52.236-5:Materialand
Workmanship,Paragraph(c).
1.8TRAINING:
A. ThedesignatedPrimeContractorSSHOmustmeettherequirementsofallapplicable
OSHAstandardsandbecapable(throughtraining,experience,andqualifications)of
ensuringthattherequirementsof29CFR1926.16andotherappropriateFederal,State
andlocalrequirementsaremetfortheproject.AsaminimumtheSSHOmusthave
completedtheOSHA30-hourConstructionSafetyclassandhavefive(5)yearsof
constructionindustrysafetyexperienceorthree(3)yearsifhe/shepossessesaCertified
SafetyProfessional(CSP)orcertifiedConstructionSafetyandHealthTechnician(CSHT)
certificationorhaveasafetyandhealthdegreefromanaccrediteduniversityorcollege.
B. AlldesignatedCPsshallhavecompletedtheOSHA30-hourConstructionSafetycourse
withinthepast5years.
C. InadditiontotheOSHA30HourConstructionSafetyCourse,allCPswithhighhazard
workoperationssuchasoperationsinvolvingasbestos,electrical,cranes,demolition,
workatheights/fallprotection,firesafety/lifesafety,ladder,rigging,scaffolds,and
trenches/excavationsshallhaveaspecializedformalcourseinthehazardrecognition&
controlassociatedwiththosehighhazardworkoperations.Documented“repeat”
deficienciesintheexecutionofsafetyrequirementswillrequireretakingtherequisite
formalcourse.
D. AllotherconstructionworkersshallhavetheOSHA10-hourConstructionSafety
Outreachcourseandanynecessarysafetytrainingtobeabletoidentifyhazardswithin
theirworkenvironment.
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E. SubmittrainingrecordsassociatedwiththeabovetrainingrequirementstotheResident
EngineerandFacilitySafetyManagerforreviewforcompliancewithcontract
requirementsinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA
ANDSAMPLES15calendardayspriortothedateofthepreconstructionconferencefor
acceptance.
F. Priortoanyworkerforthecontractororsubcontractorsbeginningwork,theyshall
undergoasafetybriefingprovidedbytheSSHOorhis/herdesignatedrepresentative.As
aminimum,thisbriefingshallincludeinformationonthesite-specifichazards,
constructionlimits,VAMCsafetyguidelines,meansofegress,breakareas,workhours,
locationsofrestrooms,useofVAMCequipment,emergencyprocedures,accident
reportingetc...DocumentationshallbeprovidedtotheResidentEngineerthat
individualshaveundergonecontractor’ssafetybriefing.
G. Ongoingsafetytrainingwillbeaccomplishedintheformofweeklydocumentedsafety
meeting.
1.9INSPECTIONS:
A. TheSSHOshallconductfrequentandregularsafetyinspections(daily)ofthesiteand
eachofthesubcontractorsCPsshallconductfrequentandregularsafetyinspections
(daily)ofthetheirworkoperationsasrequiredby29CFR1926.20(b)(2).Eachweek,the
SSHOshallconductaformaldocumentedinspectionoftheentireconstructionareas
withthesubcontractors’“TradeSafetyandHealthCPs”presentintheirworkareas.
Coordinatewith,andreportfindingsandcorrectiveactionsweeklytoResidentEngineer
andFacilitySafetyManager.
1.10ACCIDENTS,OSHA300LOGS,ANDMAN-HOURS:
A. NotifytheResidentEngineerandFacilitySafetyManagerassoonaspractical,butno
morethanfourhoursafteranyaccidentmeetingthedefinitionofOSHARecordable
InjuriesorIllnessesorHighVisibilityAccidents,propertydamageequaltoorgreater
than$5,000,oranyweighthandlingequipmentaccident.Withinnotificationinclude
contractorname;contracttitle;typeofcontract;nameofactivity,installationor
locationwhereaccidentoccurred;dateandtimeofaccident;namesofpersonnel
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injured;extentofpropertydamage,ifany;extentofinjury,ifknown,andbrief
descriptionofaccident(toincludetypeofconstructionequipmentused,PPEused,etc.).
PreservetheconditionsandevidenceontheaccidentsiteuntiltheResidentEngineer
andFacilitySafetyManagerdeterminewhetheragovernmentinvestigationwillbe
conducted.
B. Conductanaccidentinvestigationforrecordableinjuriesandillnesses,forMedical
TreatmentdefinedinparagraphDEFINITIONS,andpropertydamageaccidentsresulting
inatleast$20,000indamages,toestablishtherootcause(s)oftheaccident.Complete
theVAForm2162,andprovidethereporttotheResidentEngineerandFacilitySafety
Managerwithin5calendardaysoftheaccident.TheResidentEngineerandFacility
SafetyManagerwillprovidecopiesofanyrequiredorspecialforms.
C. Asummationofallman-hoursworkedbythecontractorandassociatedsub-contractors
foreachmonthwillbereportedtotheResidentEngineerandFacilitySafetyManager
monthly.
D. AsummationofallOSHArecordableaccidentsexperiencedonsitebythecontractor
andassociatedsub-contractorsforeachmonthwillbeprovidedtotheResident
EngineerandFacilitySafetyManagermonthly.Thecontractorandassociatedsub-
contractors’OSHA300logswillbemadeavailabletotheResidentEngineerandFacility
SafetyManagerasrequested.
1.11PERSONALPROTECTIVEEQUIPMENT(PPE):
A. PPEisgovernedinallareasbythenatureoftheworktheemployeeisperforming.For
example,specificPPErequiredforperformingworkonelectricalequipmentisidentified
inNFPA70E,StandardforElectricalSafetyintheWorkplace.
B. MandatoryPPEincludes:
1. HardHats–unlesswrittenauthorizationisgivenbytheResidentEngineerand
FacilitySafetyManagerincircumstancesofworkoperationsthathavelimited
potentialforfallingobjecthazardssuchasduringfinishingworkorminor
remodeling.Withauthorizationtorelaxtherequirementofhardhats,ifaworker
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becomesexposedtoanoverheadfallingobjecthazard,thenhardhatswouldbe
requiredinaccordancewiththeOSHAregulations.
2. Safetyglasses-unlesswrittenauthorizationisgivenbytheResidentEngineerand
FacilitySafetyManagerappropriatesafetyglassesmeetingtheANSIZ.87.1standard
mustbewornbyeachpersononsite.
3. AppropriateSafetyShoes–basedonthehazardspresent,safetyshoesmeetingthe
requirementsofASTMF2413-11shallbewornbyeachpersononsiteunlesswritten
authorizationisgivenbytheResidentEngineerandFacilitySafetyManager.
4. Hearingprotection-Usepersonalhearingprotectionatalltimesindesignatednoise
hazardousareasorwhenperformingnoisehazardoustasks.
1.12INFECTIONCONTROL
A. InfectionControliscriticalinallmedicalcenterfacilities.Interiorconstructionactivities
causingdisturbanceofexistingdust,orcreatingnewdust,mustbeconductedwithin
ventilation-controlledareasthatminimizetheflowofairborneparticlesintopatient
areas.
B. AnAHAassociatedwithinfectioncontrolwillbeperformedbyVApersonnelin
accordancewithFGIGuidelines(i.e.InfectionControlRiskAssessment(ICRA)).TheICRA
procedurefoundontheAmericanSocietyforHealthcareEngineering(ASHE)website
willbeutilized.RiskclassificationsofClassIIorlowerwillrequireapprovalbythe
ResidentEngineerandFacilitySafetyManagerbeforebeginninganyconstructionwork.
RiskclassificationsofClassIIIorhigherwillrequireapermitbeforebeginningany
constructionwork.InfectionControlpermitswillbeissuedbytheResidentEngineer.
TheInfectionControlPermitswillbepostedoutsidetheappropriateconstructionarea.
Morethanonepermitmaybeissuedforaconstructionprojectiftheworkislocatedin
separateareasrequiringseparateclasses.Theprimaryprojectscopeareaforthis
projectis:Class[____},however,workoutsidetheprimaryprojectscopeareamayvary.
Therequiredinfectioncontrolprecautionswitheachclassareasfollows:
1. ClassIrequirements:
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a. DuringConstructionWork:
1) NotifytheResidentEngineerandFacilitySafetyManager
2) Executeworkbymethodstominimizeraisingdustfromconstruction
operations.
3) Ceilingtiles:Immediatelyreplaceaceilingtilesdisplacedforvisual
inspection.
b. UponCompletion:
1) Cleanworkareauponcompletionoftask
2) NotifytheResidentEngineerandFacilitySafetyManager
2. ClassIIrequirements:
a. DuringConstructionWork:
1) NotifytheResidentEngineerandFacilitySafetyManager
2) Provideactivemeanstopreventairbornedustfromdispersinginto
atmospheresuchaswetmethodsortoolmounteddustcollectorswhere
possible.
3) Watermistworksurfacestocontroldustwhilecutting.
4) Sealunuseddoorswithducttape.
5) Blockoffandsealairvents.
6) RemoveorisolateHVACsysteminareaswhereworkisbeingperformed.
b. UponCompletion:
1) Wipeworksurfaceswithcleaner/disinfectant.
2) Containconstructionwastebeforetransportintightlycoveredcontainers.
3) Wetmopand/orvacuumwithHEPAfilteredvacuumbeforeleavingwork
area.
4) Uponcompletion,restoreHVACsystemwhereworkwasperformed
5) NotifytheResidentEngineerandFacilitySafety
3. ClassIIIrequirements:
a. DuringConstructionWork:
1) ObtainpermitfromtheResidentEngineerandFacilitySafetyManager
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2) RemoveorIsolateHVACsysteminareawhereworkisbeingdonetoprevent
contaminationofductsystem.
3) Completeallcriticalbarriersi.e.sheetrock,plywood,plastic,tosealarea
fromnonworkareaorimplementcontrolcubemethod(cartwithplastic
coveringandsealedconnectiontoworksitewithHEPAvacuumfor
vacuumingpriortoexit)beforeconstructionbegins.Installconstruction
barriersandceilingprotectioncarefully,outsideofnormalworkhours.
4) Maintainnegativeairpressure,0.01inchesofwatergauge,withinworksite
utilizingHEPAequippedairfiltrationunitsandcontinuouslymonitoredwitha
digitaldisplay,recordingandalarminstrument,whichmustbecalibratedon
installation,maintainedwithperiodiccalibrationandmonitoredbythe
contractor.
5) Containconstructionwastebeforetransportintightlycoveredcontainers.
6) Covertransportreceptaclesorcarts.Tapecoveringunlesssolidlid.
b. UponCompletion:
1) Donotremovebarriersfromworkareauntilcompletedprojectisinspected
bytheResidentEngineerandFacilitySafetyManagerandthoroughly
cleanedbytheVAEnvironmentalServicesDepartment.
2) Removeconstructionbarriersandceilingprotectioncarefullytominimize
spreadingofdirtanddebrisassociatedwithconstruction,outsideofnormal
workhours.
3) VacuumworkareawithHEPAfilteredvacuums.
4) Wetmopareawithcleaner/disinfectant.
5) Uponcompletion,restoreHVACsystemwhereworkwasperformed.
6) ReturnpermittotheResidentEngineerandFacilitySafetyManager
4. ClassIVrequirements:
a. DuringConstructionWork:
1) ObtainpermitfromtheResidentEngineerandFacilitySafetyManager
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2) IsolateHVACsysteminareawhereworkisbeingdonetoprevent
contaminationofductsystem.
3) Completeallcriticalbarriersi.e.sheetrock,plywood,plastic,tosealarea
fromnonworkareaorimplementcontrolcubemethod(cartwithplastic
coveringandsealedconnectiontoworksitewithHEPAvacuumfor
vacuumingpriortoexit)beforeconstructionbegins.Installconstruction
barriersandceilingprotectioncarefully,outsideofnormalworkhours.
4) MaintainnegativeairpressurewithinworksiteutilizingHEPAequippedair
filtrationunits.
5) Sealholes,pipes,conduits,andpunctures.
6) Constructanteroomandrequireallpersonneltopassthroughthisroomso
theycanbevacuumedusingaHEPAvacuumcleanerbeforeleavingworksite
ortheycanwearclothorpapercoverallsthatareremovedeachtimethey
leaveworksite.
7) Allpersonnelenteringworksitearerequiredtowearshoecovers.Shoe
coversmustbechangedeachtimetheworkerexitstheworkarea.
b. UponCompletion:
1) Donotremovebarriersfromworkareauntilcompletedprojectisinspected
bytheResidentEngineerandFacilitySafetyManagerwiththoroughcleaning
bytheVAEnvironmentalServicesDept.
2) Removeconstructionbarriersandceilingprotectioncarefullytominimize
spreadingofdirtanddebrisassociatedwithconstruction,outsideofnormal
workhours.
3) Containconstructionwastebeforetransportintightlycoveredcontainers.
4) Covertransportreceptaclesorcarts.Tapecoveringunlesssolidlid.
5) VacuumworkareawithHEPAfilteredvacuums.
6) Wetmopareawithcleaner/disinfectant.
7) Uponcompletion,restoreHVACsystemwhereworkwasperformed.
8) ReturnpermittotheResidentEngineerandFacilitySafetyManager
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C. Barriersshallbeerectedasrequiredbaseduponclassification(ClassIII&IVrequires
barriers)andshallbeconstructedasfollows:
1. ClassIIIandIV-closeddoorwithmaskingtapeappliedovertheframeanddooris
acceptableforprojectsthatcanbecontainedinasingleroom.
2. Construction,demolitionorreconstructionnotcapableofcontainmentwithina
singleroommusthavethefollowingbarrierserectedandmadepresentableon
hospitaloccupiedside:
a. ClassIII&IV(wheredustcontrolistheonlyhazard,andanagreementisreached
withtheResidentEngineerandMedicalCenter)-Airtightplasticbarrierthat
extendsfromthefloortoceiling.Seamsmustbesealedwithducttapeto
preventdustanddebrisfromescaping
b. ClassIII&IV-Drywallbarriererectedwithjointscoveredorsealedtoprevent
dustanddebrisfromescaping.
c. ClassIII&IV-Sealallpenetrationsinexistingbarrierairtight
d. ClassIII&IV-Barriersatpenetrationofceilingenvelopes,chasesandceiling
spacestostopmovementairanddebris
e. ClassIVonly-Anteroomordoubleentranceopeningsthatallowworkersto
removeprotectiveclothingorvacuumoffexistingclothing
f. ClassIII&IV-Atelevatorsshaftsorstairwayswithinthefieldofconstruction,
overlappingflapminimumoftwofeetwideofpolyethyleneenclosuresfor
personnelaccess.
D. ProductsandMaterials:
1. SheetPlastic:Fireretardantpolystyrene,6-milthicknessmeetinglocalfirecodes
2. BarrierDoors:SelfClosingOne-hourfire-ratedsolidcorewoodinsteelframe,
painted
3. Dustproofone-hourfire-rateddrywall
4. HighEfficiencyParticulateAir-Equippedfiltrationmachineratedat95%captureof
0.3micronsincludingpollen,moldsporesanddustparticles.HEPAfiltersshould
haveASHRAE85orotherprefiltertoextendtheusefullifeoftheHEPA.Provideboth
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primaryandsecondaryfiltrationsunits.Maintenanceofequipmentand
replacementoftheHEPAfiltersandotherfilterswillbeinaccordancewith
manufacturer’sinstructions.
5. ExhaustHoses:Heavyduty,flexiblesteelreinforced;VentilationBlowerHose
6. AdhesiveWalk-offMats:Provideminimumsizematsof24inchesx36inches
7. Disinfectant:Hospital-approveddisinfectantorequivalentproduct
8. PortableCeilingAccessModule
E. Beforeanyconstructiononsitebegins,allcontractorpersonnelinvolvedinthe
constructionorrenovationactivityshallbeeducatedandtrainedininfectionprevention
measuresestablishedbythemedicalcenter.
F. Adustcontrolprogramwillbeestablishandmaintainedaspartofthecontractor’s
infectionpreventivemeasuresinaccordancewiththeFGIGuidelinesforDesignand
ConstructionofHealthcareFacilities.Priortostartofwork,prepareaplandetailing
project-specificdustprotectionmeasureswithassociatedproductdata,including
periodicstatusreports,andsubmittoResidentEngineerandFacilityCSCforreviewfor
compliancewithcontractrequirementsinaccordancewithSection013323,SHOP
DRAWINGS,PRODUCTDATAANDSAMPLES.
G. MedicalcenterInfectionControlpersonnelwillmonitorforairbornedisease(e.g.
aspergillosis)duringconstruction.Abaselineofconditionswillbeestablishedbythe
medicalcenterpriortothestartofworkandperiodicallyduringtheconstructionstage
todetermineimpactofconstructionactivitiesonindoorairqualitywithsafethresholds
established.
H. Ingeneral,thefollowingpreventivemeasuresshallbeadoptedduringconstructionto
keepdowndustandpreventmold.
1. Contractorshallverifythatconstructionexhausttoexteriorisnotreintroducedto
themedicalcenterthroughintakevents,orbuildingopenings.HEPAfiltrationis
requiredwheretheexhaustdustmayreenterthemedicalcenter.
2. Exhausthosesshallbeexhaustedsothatdustisnotreintroducedtothemedical
center.
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3. AdhesiveWalk-off/CarpetWalk-offMatsshallbeusedatallinteriortransitionsfrom
theconstructionareatooccupiedmedicalcenterarea.Thesematsshallbechanged
asoftenasrequiredtomaintaincleanworkareasdirectlyoutsideconstructionarea
atalltimes.
4. Vacuumandwetmopalltransitionareasfromconstructiontotheoccupiedmedical
centerattheendofeachworkday.VacuumshallutilizeHEPAfiltration.Maintain
surroundingareafrequently.Removedebrisasitiscreated.Transporttheseoutside
theconstructionareaincontainerswithtightlyfittinglids.
5. Thecontractorshallnothauldebristhroughpatient-careareaswithoutprior
approvaloftheResidentEngineerandtheMedicalCenter.When,approved,debris
shallbehauledinencloseddustproofcontainersorwrappedinplasticandsealed
withducttape.Nosharpobjectsshouldbeallowedtocutthroughtheplastic.Wipe
downtheexteriorofthecontainerswithadampragtoremovedust.Allequipment,
tools,material,etc.transportedthroughoccupiedareasshallbemadefreefrom
dustandmoisturebyvacuumingandwipedown.
6. Thereshallbenostandingwaterduringconstruction.Thisincludeswaterin
equipmentdrippansandopencontainerswithintheconstructionareas.All
accidentalspillsmustbecleanedupanddriedwithin12hours.Removeanddispose
ofporousmaterialsthatremaindampformorethan72hours.
7. Atcompletion,removeconstructionbarriersandceilingprotectioncarefully,outside
ofnormalworkhours.Vacuumandcleanallsurfacesfreeofdustaftertheremoval.
I. FinalCleanup:
1. Uponcompletionofproject,orasworkprogresses,removeallconstructiondebris
fromaboveceiling,verticalshaftsandutilitychasesthathavebeenpartofthe
construction.
2. PerformHEPAvacuumcleaningofallsurfacesintheconstructionarea.Thisincludes
walls,ceilings,cabinets,furniture(built-inorfreestanding),partitions,flooring,etc.
3. Allnewairductsshallbecleanedpriortofinalinspection.
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1.13TUBERCULOSISSCREENING
A. Contractorshallprovidewrittencertificationthatallcontractemployeesassignedtothe
worksitehavehadapre-placementtuberculinscreeningwithin90dayspriorto
assignmenttotheworksiteandbeenfoundhavenegativeTBscreeningreactions.
ContractorsshallberequiredtoshowdocumentationofnegativeTBscreeningreactions
foranyadditionalworkerswhoareaddedafterthe90-dayrequirementbeforetheywill
beallowedtoworkontheworksite.NOTE:ThiscanbetheCenterforDiseaseControl
(CDC)andPreventionandtwo-stepskintestingoraFoodandDrugAdministration
(FDA)-approvedbloodtest.
1. Contractemployeesmanifestingpositivescreeningreactionstothetuberculinshall
beexaminedaccordingtocurrentCDCguidelinespriortoworkingonVHAproperty.
2. Subsequently,iftheemployeeisfoundwithoutevidenceofactive(infectious)
pulmonaryTB,astatementdocumentingexaminationbyaphysicianshallbeonfile
withtheemployer(constructioncontractor),notingthattheemployeewitha
positivetuberculinscreeningtestiswithoutevidenceofactive(infectious)
pulmonaryTB.
3. Iftheemployeeisfoundwithevidenceofactive(infectious)pulmonaryTB,the
employeeshallrequiretreatmentwithasubsequentstatementtothefactonfile
withtheemployerbeforebeingallowedtoreturntoworkonVHAproperty.
1.14FIRESAFETY
A. FireSafetyPlan:Establishandmaintainasite-specificfireprotectionprogramin
accordancewith29CFR1926.Priortostartofwork,prepareaplandetailingproject-
specificfiresafetymeasures,includingperiodicstatusreports,andsubmittoResident
EngineerandFacilitySafetyManagerforcompliancewithcontractrequirementsin
accordancewithSection013323,SHOPDRAWINGS,PRODUCTDATAANDSAMPLES.
ThisplanmaybeanelementoftheAccidentPreventionPlan.
B. SiteandBuildingAccess:Maintainfreeandunobstructedaccesstofacilityemergency
servicesandforfire,policeandotheremergencyresponseforcesinaccordancewith
NFPA241.
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C. Separatetemporaryfacilities,suchastrailers,storagesheds,anddumpsters,from
existingbuildingsandnewconstructionbydistancesinaccordancewithNFPA241.For
smallfacilitieswithlessthan6m(20feet)exposingoveralllength,separateby3m(10
feet).
D. TemporaryConstructionPartitions:
1. Installandmaintaintemporaryconstructionpartitionstoprovidesmoke-tight
separationsbetweenconstructionareasandadjoiningareas.Constructpartitionsof
gypsumboardortreatedplywood(flamespreadratingof25orlessinaccordance
withASTME84)onbothsidesoffireretardanttreatedwoodormetalsteelstuds.
Extendthepartitionsthroughsuspendedceilingstofloorslabdeckorroof.Seal
jointsandpenetrations.Atdooropenings,installClassC,¾hourfire/smokerated
doorswithself-closingdevices.
2. Installtemporaryconstructionpartitionsasshownondrawingstomaintainintegrity
ofexistingexitstairenclosures,exitpassageways,fire-ratedenclosuresofhazardous
areas,horizontalexits,smokebarriers,verticalshaftsandopeningsenclosures.
3. Closeopeningsinsmokebarriersandfire-ratedconstructiontomaintainfireratings.
Sealpenetrationswithlistedthrough-penetrationfirestopmaterialsinaccordance
withSection078400,FIRESTOPPING.
E. TemporaryHeatingandElectrical:Install,useandmaintaininstallationsinaccordance
with29CFR1926,NFPA241andNFPA70.
F. MeansofEgress:Donotblockexitingforoccupiedbuildings,includingpathsfromexits
toroads.MinimizedisruptionsandcoordinatewithResidentEngineerandFacilitySafety
Manager.
G. EgressRoutesforConstructionWorkers:Maintainfreeandunobstructedegress.Inspect
daily.ReportfindingsandcorrectiveactionsweeklytoResidentEngineerandFacility
SafetyManager.
H. FireExtinguishers:Provideandmaintainextinguishersinconstructionareasand
temporarystorageareasinaccordancewith29CFR1926,NFPA241andNFPA10.
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I. FlammableandCombustibleLiquids:Store,dispenseanduseliquidsinaccordancewith
29CFR1926,NFPA241andNFPA30.
K. Sprinklers:Install,testandactivatenewautomaticsprinklerspriortoremovingexisting
sprinklers.
L. ExistingFireProtection:Donotimpairautomaticsprinklers,smokeandheatdetection,
andfirealarmsystems,exceptforportionsimmediatelyunderconstruction,and
temporarilyforconnections.Providefirewatchforimpairmentsmorethan4hoursina
24-hourperiod.RequestinterruptionsinaccordancewithArticle,OPERATIONSAND
STORAGEAREAS,andcoordinatewithResidentEngineerandFacilitySafetyManager.All
existingortemporaryfireprotectionsystems(firealarms,sprinklers)locatedin
constructionareasshallbetestedascoordinatedwiththemedicalcenter.Parameters
forthetestingandresultsofanytestsperformedshallberecordedbythemedical
centerandcopiesprovidedtotheResidentEngineer.
M. SmokeDetectors:Preventaccidentaloperation.Removetemporarycoversatendof
workoperationseachday.CoordinatewithResidentEngineerandFacilitySafety
Manager.
N. HotWork:PerformandsafeguardhotworkoperationsinaccordancewithNFPA241
andNFPA51B.CoordinatewithResidentEngineer.ObtainpermitsfromResident
Engineeratleasttwenty-four(24)hoursinadvance.
O. FireHazardPreventionandSafetyInspections:Inspectentireconstructionareasweekly.
Coordinatewith,andreportfindingsandcorrectiveactionsweeklytoResidentEngineer
andFacilitySafetyManager.
P. Smoking:Smokingisprohibitedinandadjacenttoconstructionareasinsideexisting
buildingsandadditionsunderconstruction.Inseparateanddetachedbuildingsunder
construction,smokingisprohibitedexceptindesignatedsmokingrestareas.
Q. DisposeofwasteanddebrisinaccordancewithNFPA241.Removefrombuildingsdaily.
1.15ELECTRICAL
A. AllelectricalworkshallcomplywithNFPA70(NEC),NFPA70B,NFPA70E,29CFRPart
1910SubpartJ–GeneralEnvironmentalControls,29CFRPart1910SubpartS–
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Electrical,and29CFR1926SubpartKinadditiontootherreferencesrequiredby
contract.
B. Allqualifiedpersonsperformingelectricalworkunderthiscontractshallbelicensed
journeymanormasterelectricians.Allapprenticeelectriciansperformingunderthis
contractshallbedeemedunqualifiedpersonsunlesstheyareworkingunderthe
immediatesupervisionofalicensedelectricianormasterelectrician.
C. Allelectricalworkwillbeaccomplishedde-energizedandintheElectricallySafeWork
Condition(refertoNFPA70EforWorkInvolvingElectricalHazards,including
ExemptionstoWorkPermit).AnyContractor,subcontractorortemporaryworkerwho
failstofullycomplywiththisrequirementissubjecttoimmediateterminationin
accordancewithFARclause52.236-5(c).Onlyinrarecircumstancewhereachievingan
electricallysafeworkconditionpriortobeginningworkwouldincreaseorcause
additionalhazards,orisinfeasibleduetoequipmentdesignoroperationallimitationsis
energizedworkpermitted.TheResidentEngineerandFacilitySafetyManagerwith
approvaloftheMedicalCenterDirectorwillmakethedeterminationifthe
circumstanceswouldmeettheexceptionoutlinedabove.AnAHAspecifictoenergized
workactivitieswillbedeveloped,reviewed,andacceptedpriortothestartofthatwork.
1. DevelopmentofaHazardousElectricalEnergyControlProcedureisrequiredpriorto
de-energization.AsingleSimpleLockout/TagoutProcedureformultiplework
operationscanonlybeusedforworkinvolvingqualifiedperson(s)de-energizingone
setofconductorsorcircuitpartsource.TaskspecificComplexLockout/Tagout
Proceduresarerequiredatallothertimes.
2. Verificationoftheabsenceofvoltageafterde-energizationandlockout/tagoutis
considered“energizedelectricalwork”(livework)underNFPA70E,andshallonly
beperformedbyqualifiedpersonswearingappropriateshockprotective(voltage
rated)glovesandarcratepersonalprotectiveclothingandequipment,using
UnderwritersLaboratories(UL)testedandappropriatelyratedcontactelectrical
testinginstrumentsorequipmentappropriatefortheenvironmentinwhichthey
willbeused.
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3. PersonalProtectiveEquipment(PPE)andelectricaltestinginstrumentswillbe
readilyavailableforinspectionbytheResidentEngineerandFacilitySafety
Manager.
D. Beforebeginninganyelectricalwork,anActivityHazardAnalysis(AHA)willbe
conductedtoincludeShockHazardandArcFlashHazardanalyses(NFPATablescanbe
usedonlyasalastalterativeanditisstronglysuggestedafullArcFlashHazardAnalyses
beconducted).WorkshallnotbeginuntiltheAHAfortheworkactivityhasbeen
acceptedbytheResidentEngineerandFacilitySafetyManageranddiscussedwithall
engagedintheactivity,includingtheContractor,subcontractor(s),andGovernmenton-
siterepresentativesatpreparatoryandinitialcontrolphasemeetings.
E. Ground-faultcircuitinterrupters.All120-volt,single-phase15-and20-ampere
receptacleoutletsonconstructionsitesshallhaveapprovedground-faultcircuit
interruptersforpersonnelprotection.“AssuredEquipmentGroundingConductor
Program”onlyisnotallowed.
1.16FALLPROTECTION
A. Thefallprotection(FP)thresholdheightrequirementis6ft(1.8m)forALLWORK,
unlessspecifieddifferentlyortheOSHA29CFR1926requirementsaremorestringent,
toincludesteelerectionactivities,systems-engineeredactivities(prefabricated)metal
buildings,residential(wood)constructionandscaffoldingwork.
1. TheuseofaSafetyMonitoringSystem(SMS)asafallprotectionmethodis
prohibited.
2. TheuseofControlledAccessZone(CAZ)asafallprotectionmethodisprohibited.
3. AWarningLineSystem(WLS)mayONLYbeusedonfloorsorflatorlow-slopedroofs
(between0-18.4degreesor4:12slope)andshallbeerectedaroundallsidesofthe
workarea(See29CFR1926.502(f)forconstructionofWLSrequirements).Working
withintheWLSdoesnotrequireFP.Noworkershallbeallowedintheareabetween
therooforflooredgeandtheWLSwithoutFP.FPisrequiredwhenworkingoutside
theWLS.
4. FallprotectionwhileusingaladderwillbegovernedbytheOSHArequirements.
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1.17SCAFFOLDSANDOTHERWORKPLATFORMS
A. Allscaffoldsandotherworkplatformsconstructionactivitiesshallcomplywith29CFR
1926SubpartL.
B. Thefallprotection(FP)thresholdheightrequirementis6ft(1.8m)asstatedinSection
1.16.
C. Thefollowinghierarchyandprohibitionsshallbefollowedinselectingappropriatework
platforms.
1. Scaffolds,platforms,ortemporaryfloorsshallbeprovidedforallworkexceptthat
canbeperformedsafelyfromthegroundorsimilarfooting.
2. Ladderslessthan20feetmaybeusedasworkplatformsonlywhenuseofsmall
handtoolsorhandlingoflightmaterialisinvolved.
3. Ladderjacks,lean-to,andprop-scaffoldsareprohibited.
4. Emergencydescentdevicesshallnotbeusedasworkingplatforms.
D. Contractorsshalluseascaffoldtaggingsysteminwhichallscaffoldsaretaggedbythe
CompetentPerson.Tagsshallbecolor-coded:greenindicatesthescaffoldhasbeen
inspectedandissafetouse;redindicatesthescaffoldisunsafetouse.Tagsshallbe
readilyvisible,madeofmaterialsthatwillwithstandtheenvironmentinwhichtheyare
used,belegibleandshallinclude:
1. TheCompetentPerson’snameandsignature;
2. Datesofinitialandlastinspections.
E. MastClimbingworkplatforms:Whenaccessladders,includingmastsdesignedas
ladders,exceed20ft(6m)inheight,positivefallprotectionshallbeused.
1.18CONTROLOFHAZARDOUSENERGY(LOCKOUT/TAGOUT)
A. Allinstallation,maintenance,andservicingofequipmentormachineryshallcomply
with29CFR1910.147exceptforspecificallyreferencedoperationsin29CFR1926such
asconcrete&masonryequipment[1926.702(j)],heavymachinery&equipment
[1926.600(a)(3)(i)],andprocesssafetymanagementofhighlyhazardouschemicals
(1926.64).Controlofhazardouselectricalenergyduringtheinstallation,maintenance,
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orservicingofelectricalequipmentshallcomplywithSection1.15toincludeNFPA70E
andotherVAspecificrequirementsdiscussedinthesection.
1.19CONFINEDSPACEENTRY
A. Allconfinedspaceentryshallcomplywith29CFR1910.146exceptforspecifically
referencedoperationsin29CFR1926suchasexcavations/trenches[1926.651(g)].
B. Asite-specificConfinedSpaceEntryPlan(includingpermittingprocess)shallbe
developedandsubmittedtotheResidentEngineerand/orFacilitySafetyManager.
1.20WELDINGANDCUTTING
Asspecifiedinsection1.14,HotWork:Performandsafeguardhotworkoperationsin
accordancewithNFPA241andNFPA51B.CoordinatewithResidentEngineerand/or
FacilitySafetyManager.Obtainpermitsfrom//ResidentEngineer//ProjectManager
//and/orFacilitySafety//Manager//Officer//and/orotherGovernmentDesignated
Authority//atleast____hoursinadvance//.//Designatecontractor'sresponsible
project-sitefirepreventionprogrammanagertopermithotwork.//
1.21LADDERS
A. AllLadderuseshallcomplywith29CFR1926SubpartX.
B. Allportableladdersshallbeofsufficientlengthandshallbeplacedsothatworkerswill
notstretchorassumeahazardousposition.
C. Manufacturersafetylabelsshallbeinplaceonladders
D. StepLaddersshallnotbeusedintheclosedposition
E. Topstepsorcapofstepladdersshallnotbeusedasastep
F. Portableladders,usedastemporaryaccess,shallextendatleast3ft(0.9m)abovethe
upperlandingsurface.
1. Whena3ft(0.9-m)extensionisnotpossible,agraspingdevice(suchasagrabrail)
shallbeprovidedtoassistworkersinmountinganddismountingtheladder.
2. Innocaseshallthelengthoftheladderbesuchthatladderdeflectionunderaload
would,byitself,causetheladdertoslipfromitssupport.
G. Laddersshallbeinspectedforvisibledefectsonadailybasisandafteranyoccurrence
thatcouldaffecttheirsafeuse.Brokenordamagedladdersshallbeimmediatelytagged
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"DONOTUSE,"orwithsimilarwording,andwithdrawnfromserviceuntilrestoredtoa
conditionmeetingtheiroriginaldesign.
1.22FLOOR&WALLOPENINGS
A. Allfloorandwallopeningsshallcomplywith29CFR1926SubpartM.
B. Floorandroofholes/openingsareanythatmeasureover2in(51mm)inanydirection
ofawalking/workingsurfacewhichpersonsmaytriporfallintoorwhereobjectsmay
falltothelevelbelow.See21.Fforcoveringandlabelingrequirements.Skylights
locatedinfloorsorroofsareconsideredfloororroofhole/openings.
C. Allfloor,roofopeningsorholeintowhichapersoncanaccidentallywalkorfallthrough
shallbeguardedeitherbyarailingsystemwithtoeboardsalongallexposedsidesora
load-bearingcover.Whenthecoverisnotinplace,theopeningorholeshallbe
protectedbyaremovableguardrailsystemorshallbeattendedwhentheguarding
systemhasbeenremoved,orotherfallprotectionsystem.
1. Coversshallbecapableofsupporting,withoutfailure,atleasttwicetheweightof
theworker,equipmentandmaterialcombined.
2. Coversshallbesecuredwheninstalled,clearlymarkedwiththeword“HOLE”,
“COVER”or“Danger,RoofOpening-DoNotRemove”orcolor-codedorequivalent
methods(e.g.,redororange“X”).Workersmustbemadeawareofthemeaningfor
colorcodingandequivalentmethods.
3. Roofingmaterial,suchasroofingmembrane,insulationorfelts,coveringorpartly
coveringopeningsorholes,shallbeimmediatelycutout.Noholeoropeningshall
beleftunattendedunlesscovered.
4. Non-load-bearingskylightsshallbeguardedbyaload-bearingskylightscreen,cover,
orrailingsystemalongallexposedsides.
5. Workersareprohibitedfromstanding/walkingonskylights.
---END---
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SECTION014219REFERENCESTANDARDS
PART1-GENERAL
1.1DESCRIPTION
Thissectionspecifiestheavailabilityandsourceofreferencesandstandardsspecifiedin
theprojectmanualunderparagraphsAPPLICABLEPUBLICATIONSand/orshownonthe
drawings.
1.2AVAILABILITYOFSPECIFICATIONSLISTEDINTHEGSAINDEXOFFEDERALSPECIFICATIONS,STANDARDSANDCOMMERCIALITEMDESCRIPTIONSFPMRPART101-29(FAR52.211-1)(AUG1998)
A. TheGSAIndexofFederalSpecifications,StandardsandCommercialItemDescriptions,
FPMRPart101-29andcopiesofspecifications,standards,andcommercialitem
descriptionscitedinthesolicitationmaybeobtainedforafeebysubmittingarequest
to–GSAFederalSupplyService,SpecificationsSection,Suite8100,470EastL’Enfant
Plaza,SW,Washington,DC20407,Telephone(202)619-8925,Facsimile(202)619-8978.
B. IftheGeneralServicesAdministration,DepartmentofAgriculture,orDepartmentof
VeteransAffairsissuedthissolicitation,asinglecopyofspecifications,standards,and
commercialitemdescriptionscitedinthissolicitationmaybeobtainedfreeofchargeby
submittingarequesttotheaddresseeinparagraph(a)ofthisprovision.Additional
copieswillbeissuedforafee.
1.3AVAILABILITYFOREXAMINATIONOFSPECIFICATIONSNOTLISTEDINTHEGSAINDEXOFFEDERALSPECIFICATIONS,STANDARDSANDCOMMERCIALITEMDESCRIPTIONS(FAR52.211-4)(JUN1988)
Thespecificationsandstandardscitedinthissolicitationcanbeexaminedatthe
followinglocation:
DEPARMENTOFVETERANSAFFAIRS
OfficeofConstruction&FacilitiesManagement
FacilitiesQualityService(00CFM1A)
425EyeStreetN.W,(sixthfloor)
Washington,DC20001
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TelephoneNumbers:(202)632-5249or(202)632-5178
Between9:00AM-3:00PM
1.4AVAILABILITYOFSPECIFICATIONSNOTLISTEDINTHEGSAINDEXOFFEDERALSPECIFICATIONS,STANDARDSANDCOMMERCIALITEMDESCRIPTIONS(FAR52.211-3)(JUN1988)
Thespecificationscitedinthissolicitationmaybeobtainedfromtheassociationsor
organizationslistedbelow.
AA AluminumAssociationInc.
http://www.aluminum.org
AABC AssociatedAirBalanceCouncil
http://www.aabchq.com
AAMA AmericanArchitecturalManufacturer'sAssociation
http://www.aamanet.org
AAN AmericanNurseryandLandscapeAssociation
http://www.anla.org
AASHTO AmericanAssociationofStateHighwayandTransportationOfficials
http://www.aashto.org
AATCC AmericanAssociationofTextileChemistsandColorists
http://www.aatcc.org
ACGIH AmericanConferenceofGovernmentalIndustrialHygienists
http://www.acgih.org
ACIAmericanConcreteInstitute
http://www.aci-int.net
ACPA AmericanConcretePipeAssociation
http://www.concrete-pipe.org
ACPPA AmericanConcretePressurePipeAssociation
http://www.acppa.org
ADC AirDiffusionCouncil
http://flexibleduct.org
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AGA AmericanGasAssociation
http://www.aga.org
AGC AssociatedGeneralContractorsofAmerica
http://www.agc.org
AGMA AmericanGearManufacturersAssociation,Inc.
http://www.agma.org
AHAM AssociationofHomeApplianceManufacturers
http://www.aham.org
AIAAmericanInstituteofArchitects
http://www.aia.org
AISC AmericanInstituteofSteelConstruction
http://www.aisc.org
AISI AmericanIronandSteelInstitute
http://www.steel.org
AITC AmericanInstituteofTimberConstruction
http://www.aitc-glulam.org
AMCA AirMovementandControlAssociation,Inc.
http://www.amca.org
ANLA AmericanNursery&LandscapeAssociation
http://www.anla.org
ANSI AmericanNationalStandardsInstitute,Inc.
http://www.ansi.org
APA TheEngineeredWoodAssociation
http://www.apawood.org
ARIAir-ConditioningandRefrigerationInstitute
http://www.ari.org
ASAE AmericanSocietyofAgriculturalEngineers
http://www.asae.org
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ASCE AmericanSocietyofCivilEngineers
http://www.asce.org
ASHRAE AmericanSocietyofHeating,Refrigerating,and
Air-ConditioningEngineers
http://www.ashrae.org
ASME AmericanSocietyofMechanicalEngineers
http://www.asme.org
ASSE AmericanSocietyofSanitaryEngineering
http://www.asse-plumbing.org
ASTM AmericanSocietyforTestingandMaterials
http://www.astm.org
AWI ArchitecturalWoodworkInstitute
http://www.awinet.org
AWS AmericanWeldingSociety
http://www.aws.org
AWWA AmericanWaterWorksAssociation
http://www.awwa.org
BHMA BuildersHardwareManufacturersAssociation
http://www.buildershardware.com
BIABrickInstituteofAmerica
http://www.bia.org
CAGI CompressedAirandGasInstitute
http://www.cagi.org
CGA CompressedGasAssociation,Inc.
http://www.cganet.com
CI TheChlorineInstitute,Inc.
http://www.chlorineinstitute.org
CISCA CeilingsandInteriorSystemsConstructionAssociation
http://www.cisca.org
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CISPI CastIronSoilPipeInstitute
http://www.cispi.org
CLFMI ChainLinkFenceManufacturersInstitute
http://www.chainlinkinfo.org
CPMB ConcretePlantManufacturersBureau
http://www.cpmb.org
CRA CaliforniaRedwoodAssociation
http://www.calredwood.org
CRSI ConcreteReinforcingSteelInstitute
http://www.crsi.org
CTICoolingTechnologyInstitute
http://www.cti.org
DHIDoorandHardwareInstitute
http://www.dhi.org
EGSA ElectricalGeneratingSystemsAssociation
http://www.egsa.org
EEIEdisonElectricInstitute
http://www.eei.org
EPA EnvironmentalProtectionAgency
http://www.epa.gov
ETLETLTestingLaboratories,Inc.
http://www.et1.com
FAA FederalAviationAdministration
http://www.faa.gov
FCC FederalCommunicationsCommission
http://www.fcc.gov
FPSTheForestProductsSociety
http://www.forestprod.org
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GANA GlassAssociationofNorthAmerica
http://www.cssinfo.com/info/gana.html/
FM FactoryMutualInsurance
http://www.fmglobal.com
GA GypsumAssociation
http://www.gypsum.org
GSA GeneralServicesAdministration
http://www.gsa.gov
HI HydraulicInstitute
http://www.pumps.org
HPVA HardwoodPlywood&VeneerAssociation
http://www.hpva.org
ICBO InternationalConferenceofBuildingOfficials
http://www.icbo.org
ICEA InsulatedCableEngineersAssociationInc.
http://www.icea.net
\ICAC InstituteofCleanAirCompanies
http://www.icac.com
IEEE InstituteofElectricalandElectronicsEngineers
http://www.ieee.org\
IMSA InternationalMunicipalSignalAssociation
http://www.imsasafety.org
IPCEA InsulatedPowerCableEngineersAssociation
NBMA MetalBuildingsManufacturersAssociation
http://www.mbma.com
MSS ManufacturersStandardizationSocietyoftheValveandFittingsIndustryInc.
http://www.mss-hq.com
NAAMM NationalAssociationofArchitecturalMetalManufacturers
http://www.naamm.org
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NAPHCC Plumbing-Heating-CoolingContractorsAssociation
http://www.phccweb.org.org
NBS NationalBureauofStandards
See-NIST
NBBPVI NationalBoardofBoilerandPressureVesselInspectors
http://www.nationboard.org
NEC NationalElectricCode
See-NFPANationalFireProtectionAssociation
NEMA NationalElectricalManufacturersAssociation
http://www.nema.org
NFPA NationalFireProtectionAssociation
http://www.nfpa.org
NHLA NationalHardwoodLumberAssociation
http://www.natlhardwood.org
NIH NationalInstituteofHealth
http://www.nih.gov
NIST NationalInstituteofStandardsandTechnology
http://www.nist.gov
NLMA NortheasternLumberManufacturersAssociation,Inc.
http://www.nelma.org
NPA NationalParticleboardAssociation
18928PremiereCourt
Gaithersburg,MD20879
(301)670-0604
NSF NationalSanitationFoundation
http://www.nsf.org
NWWDA WindowandDoorManufacturersAssociation
http://www.nwwda.org
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OSHA OccupationalSafetyandHealthAdministration
DepartmentofLabor
http://www.osha.gov
PCA PortlandCementAssociation
http://www.portcement.org
PCIPrecastPrestressedConcreteInstitute
http://www.pci.org
PPIThePlasticPipeInstitute
http://www.plasticpipe.org
PEIPorcelainEnamelInstitute,Inc.
http://www.porcelainenamel.com
PTIPost-TensioningInstitute
http://www.post-tensioning.org
RFCI TheResilientFloorCoveringInstitute
http://www.rfci.com
RISRedwoodInspectionService
See-CRA
RMA RubberManufacturersAssociation,Inc.
http://www.rma.org
SCMA SouthernCypressManufacturersAssociation
http://www.cypressinfo.org
SDISteelDoorInstitute
http://www.steeldoor.org
IGMA InsulatingGlassManufacturersAlliance
http://www.igmaonline.org
SJI SteelJoistInstitute
http://www.steeljoist.org
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SMACNA SheetMetalandAir-ConditioningContractors
NationalAssociation,Inc.
http://www.smacna.org
SSPC TheSocietyforProtectiveCoatings
http://www.sspc.org
STISteelTankInstitute
http://www.steeltank.com
SWI SteelWindowInstitute
http://www.steelwindows.com
TCA TileCouncilofAmerica,Inc.
http://www.tileusa.com
TEMA TubularExchangeManufacturersAssociation
http://www.tema.org
TPITrussPlateInstitute,Inc.
583D'OnofrioDrive;Suite200
Madison,WI53719
(608)833-5900
UBC TheUniformBuildingCode
SeeICBO
UL Underwriters'LaboratoriesIncorporated
http://www.ul.com
ULC Underwriters'LaboratoriesofCanada
http://www.ulc.ca
WCLIB WestCoastLumberInspectionBureau
6980SWVarnsRoad,P.O.Box23145
Portland,OR97223
(503)639-0651
WRCLA WesternRedCedarLumberAssociation
P.O.Box120786
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NewBrighton,MN55112
(612)633-4334
WWPA WesternWoodProductsAssociation
http://www.wwpa.org
---END---
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SECTION014529TESTINGLABORATORYSERVICES
PART1-GENERAL
1.1DESCRIPTION:
Thissectionspecifiesmaterialstestingactivitiesandinspectionservicesrequiredduringproject
constructiontobeprovidedbyaTestingLaboratoryretainedbyDepartmentofVeterans.
1.2APPLICABLEPUBLICATIONS:
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferredtointhetextbythebasicdesignationonly.
B. AmericanSocietyforTestingandMaterials(ASTM):
A370-12.....................................StandardTestMethodsandDefinitionsforMechanicalTesting
ofSteelProducts
C31/C31M-10.............................StandardPracticeforMakingandCuringConcreteTest
SpecimensintheField
C33/C33M-11a...........................StandardSpecificationforConcreteAggregates
C39/C39M-12.............................StandardTestMethodforCompressiveStrengthofCylindrical
ConcreteSpecimens
C109/C109M-11b......................StandardTestMethodforCompressiveStrengthofHydraulic
CementMortars
C136-06......................................StandardTestMethodforSieveAnalysisofFineandCoarse
Aggregates
C138/C138M-10b......................StandardTestMethodforDensity(UnitWeight),Yield,andAir
Content(Gravimetric)ofConcrete
C140-12......................................StandardTestMethodsforSamplingandTestingConcrete
MasonryUnitsandRelatedUnits
C143/C143M-10a.......................StandardTestMethodforSlumpofHydraulicCementConcrete
C172/C172M-10.........................StandardPracticeforSamplingFreshlyMixedConcrete
C173/C173M-10b......................StandardTestMethodforAirContentoffreshlyMixedConcrete
bytheVolumetricMethod
C330/C330M-09.........................StandardSpecificationforLightweightAggregatesforStructural
Concrete
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C567/C567M-11.........................StandardTestMethodforDensityStructuralLightweight
Concrete
C780-11......................................StandardTestMethodforPre-constructionandConstruction
EvaluationofMortarsforPlainandReinforcedUnitMasonry
C1019-11....................................StandardTestMethodforSamplingandTestingGrout
C1064/C1064M-11....................StandardTestMethodforTemperatureofFreshlyMixed
PortlandCementConcrete
C1077-11c..................................StandardPracticeforAgenciesTestingConcreteandConcrete
AggregatesforUseinConstructionandCriteriaforTesting
AgencyEvaluation
C1314-11a..................................StandardTestMethodforCompressiveStrengthofMasonry
Prisms
D422-63(2007)...........................StandardTestMethodforParticle-SizeAnalysisofSoils
D698-07e1.................................StandardTestMethodsforLaboratoryCompaction
CharacteristicsofSoilUsingStandardEffort
E94-04(2010).............................StandardGuideforRadiographicExamination
E164-08......................................StandardPracticeforContactUltrasonicTestingofWeldments
E329-11c....................................StandardSpecificationforAgenciesEngagedinConstruction
Inspection,Testing,orSpecialInspection
E543-09......................................StandardSpecificationforAgenciesPerformingNon-Destructive
Testing
E605-93(R2011).........................StandardTestMethodsforThicknessandDensityofSprayed
FireResistiveMaterial(SFRM)AppliedtoStructuralMembers
E709-08......................................StandardGuideforMagneticParticleExamination
E1155-96(R2008).......................DeterminingFFFloorFlatnessandFLFloorLevelnessNumbers
C. AmericanWeldingSociety(AWS):
D1.D1.1M-10.............................StructuralWeldingCode-Steel
1.3REQUIREMENTS:
A. AccreditationRequirements:Constructionmaterialstestinglaboratoriesmustbeaccreditedbya
laboratoryaccreditationauthorityandwillberequiredtosubmitacopyoftheCertificateof
AccreditationandScopeofAccreditation.Thelaboratory’sscopeofaccreditationmustinclude
theappropriateASTMstandards(i.e.;E329,C1077,D3666,D3740,A880,E543)listedinthe
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technicalsectionsofthespecifications.LaboratoriesengagedinHazardousMaterialsTesting
shallmeettherequirementsofOSHAandEPA.Thepolicyappliestothespecificlaboratory
performingtheactualtesting,notjustthe“CorporateOffice.”
B. InspectionandTesting:Testinglaboratoryshallinspectmaterialsandworkmanshipandperform
testsdescribedhereinandadditionaltestsrequestedbyResidentEngineer.Whenitappears
materialsfurnished,orworkperformedbyContractorfailtomeetconstructioncontract
requirements,TestingLaboratoryshalldirectattentionofResidentEngineertosuchfailure.
C. WrittenReports:TestinglaboratoryshallsubmittestreportstoResidentEngineer,Contractor,
unlessotherarrangementsareagreedtoinwritingbytheResidentEngineer.Submitreportsof
teststhatfailtomeetconstructioncontractrequirementsoncoloredpaper.
D. VerbalReports:GiveverbalnotificationtoResidentEngineerimmediatelyofanyirregularity.
PART2-PRODUCTS(NOTUSED)
PART3-EXECUTION
3.1SPRAYED-ONFIREPROOFING:
A. Providefieldinspectionandtestingservicestocertifysprayed-onfireproofinghasbeenapplied
inaccordancewithcontractdocuments.
B. ObtainacopyofapprovedsubmittalsfromResidentEngineer.
C. Useapprovedinstallationintestareasascriteriaforinspectionofwork.
D. Testsprayed-onfireproofingforthicknessanddensityinaccordancewithASTME605.
1. ThicknessgaugespecifiedinASTME605maybemodifiedforpoleextensionsothat
overheadsprayedmaterialcanbereachedfromfloor.
E. Locationoftestareasforfieldtestsasfollows:
1. Thickness:Selectonebayperfloor,oronebayforeach930m2(10,000squarefeet)offloor
area,whicheverprovidesforgreaternumberoftests.Takethicknessdeterminationsfrom
eachoffollowinglocations:Metaldeck,beam,andcolumn.
2. Density:Takedensitydeterminationsfromeachfloor,oronetestfromeach930m2(10,000
squarefeet)offloorarea,whicheverprovidesforgreaternumberoftests,fromeachofthe
followingareas:Undersideofmetaldeck,beamflanges,andbeamweb.
F. Submitinspectionreports,certification,andinstancesofnoncompliancetoResidentEngineer.
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3.5TYPEOFTEST:
ApproximateNumberofTestsRequired
A. Sprayed-OnFireproofing:
ThicknessandDensityTests(ASTME605) _3tests_
D. Inspection:
TechnicalPersonnel(Work-days) _1/2__
1. Technicianstoperformtestsandinspectionlistedabove.Laboratorywillbeequippedwith
concretecylinderstoragefacilities,compressionmachine,cubemolds,proctormolds,
balances,scales,moistureovens,slumpcones,airmeter,andallnecessaryequipmentfor
compactioncontrol.
---END---
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SECTION015719TEMPORARYENVIRONMENTALCONTROLS
PART1-GENERAL
1.1DESCRIPTION
A. ThissectionspecifiesthecontrolofenvironmentalpollutionanddamagethattheContractor
mustconsiderforair,water,andlandresources.Itincludesmanagementofvisualaesthetics,
noise,solidwaste,radiantenergy,andradioactivematerials,aswellasotherpollutantsand
resourcesencounteredorgeneratedbytheContractor.TheContractorisobligatedtoconsider
specifiedcontrolmeasureswiththecostsincludedwithinthevariouscontractitemsofwork.
B. Environmentalpollutionanddamageisdefinedasthepresenceofchemical,physical,or
biologicalelementsoragentswhich:
1. Adverselyeffecthumanhealthorwelfare,
2. Unfavorablyalterecologicalbalancesofimportancetohumanlife,
3. Effectotherspeciesofimportancetohumankind,or;
4. Degradetheutilityoftheenvironmentforaesthetic,cultural,andhistoricalpurposes.
C. DefinitionsofPollutants:
1. ChemicalWaste:Petroleumproducts,bituminousmaterials,salts,acids,alkalis,herbicides,
pesticides,organicchemicals,andinorganicwastes.
2. Debris:Combustibleandnoncombustiblewastes,suchasleaves,treetrimmings,ashes,and
wastematerialsresultingfromconstructionormaintenanceandrepairwork.
3. Sediment:Soilandotherdebristhathasbeenerodedandtransportedbyrunoffwater.
4. SolidWaste:Rubbish,debris,garbage,andotherdiscardedsolidmaterialsresultingfrom
industrial,commercial,andagriculturaloperationsandfromcommunityactivities.
5. SurfaceDischarge:Theterm"SurfaceDischarge"impliesthatthewaterisdischargedwith
possiblesheetingactionandsubsequentsoilerosionmayoccur.Watersthataresurface
dischargedmayterminateindrainageditches,stormsewers,creeks,and/or"waterofthe
UnitedStates"andwouldrequireapermittodischargewaterfromthegoverningagency.
6. Rubbish:Combustibleandnoncombustiblewastessuchaspaper,boxes,glassandcrockery,
metalandlumberscrap,tincans,andbones.
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7. SanitaryWastes:
a. Sewage:Domesticsanitarysewageandhumanandanimalwaste.
b. Garbage:Refuseandscrapsresultingfrompreparation,cooking,dispensing,and
consumptionoffood.
1.2QUALITYCONTROL
A. Establishandmaintainqualitycontrolfortheenvironmentalprotectionofallitemssetforth
herein.
B. Recordondailyreportsanyproblemsincomplyingwithlaws,regulations,andordinances.Note
anycorrectiveactiontaken.
1.3REFERENCES
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferredtointhetextbybasicdesignationonly.
B. U.S.NationalArchivesandRecordsAdministration(NARA):
33CFR328.................................Definitions
1.4SUBMITTALS
A. InaccordancewithSection,013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES,furnish
thefollowing:
1. EnvironmentalProtectionPlan:Afterthecontractisawardedandpriortothe
commencementofthework,theContractorshallmeetwiththeResidentEngineerto
discusstheproposedEnvironmentalProtectionPlanandtodevelopmutualunderstanding
relativetodetailsofenvironmentalprotection.Notmorethan20daysafterthemeeting,
theContractorshallprepareandsubmittotheResidentEngineerforapproval,awritten
and/orgraphicEnvironmentalProtectionPlanincluding,butnotlimitedto,thefollowing:
a. Name(s)ofperson(s)withintheContractor'sorganizationwhois(are)responsiblefor
ensuringadherencetotheEnvironmentalProtectionPlan.
b. Name(s)andqualificationsofperson(s)responsibleformanifestinghazardouswasteto
beremovedfromthesite.
c. Name(s)andqualificationsofperson(s)responsiblefortrainingtheContractor's
environmentalprotectionpersonnel.
d. DescriptionoftheContractor'senvironmentalprotectionpersonneltrainingprogram.
e. AlistofFederal,State,andlocallaws,regulations,andpermitsconcerning
environmentalprotection,pollutioncontrol,noisecontrolandabatementthatare
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applicabletotheContractor'sproposedoperationsandtherequirementsimposedby
thoselaws,regulations,andpermits.
f. Methodsforprotectionoffeaturestobepreservedwithinauthorizedworkareas
includingtrees,shrubs,vines,grasses,groundcover,landscapefeatures,airandwater
quality,fishandwildlife,soil,historical,andarcheologicalandculturalresources.
g. Procedurestoprovidetheenvironmentalprotectionthatcomplywiththeapplicable
lawsandregulations.Describetheprocedurestocorrectpollutionoftheenvironment
duetoaccident,naturalcauses,orfailuretofollowtheproceduresasdescribedinthe
EnvironmentalProtectionPlan.
h. Permits,licenses,andthelocationofthesolidwastedisposalarea.
i. Drawingsshowinglocationsofanyproposedtemporaryexcavationsorembankments
forhaulroads,materialstorageareas,structures,sanitaryfacilities,andstockpilesof
excessorspoilmaterials.IncludeaspartofanErosionControlPlanapprovedbythe
DistrictOfficeoftheU.S.SoilConservationServiceandtheDepartmentofVeterans
Affairs.
j. EnvironmentalMonitoringPlansforthejobsiteincludingland,water,air,andnoise.
k. WorkAreaPlanshowingtheproposedactivityineachportionoftheareaand
identifyingtheareasoflimiteduseornonuse.Planshouldincludemeasuresformarking
thelimitsofuseareas.ThisplanmaybeincorporatedwithintheErosionControlPlan.
B. ApprovaloftheContractor'sEnvironmentalProtectionPlanwillnotrelievetheContractorof
responsibilityforadequateandcontinuedcontrolofpollutantsandotherenvironmental
protectionmeasures.
1.5PROTECTIONOFENVIRONMENTALRESOURCES
A. Protectenvironmentalresourceswithintheprojectboundariesandthoseaffectedoutsidethe
limitsofpermanentworkduringtheentireperiodofthiscontract.Confineactivitiestoareas
definedbythespecificationsanddrawings.
B. ProtectionofLandResources:Priortoconstruction,identifyalllandresourcestobepreserved
withintheworkarea.Donotremove,cut,deface,injure,ordestroylandresourcesincluding
trees,shrubs,vines,grasses,topsoil,andlandformswithoutpermissionfromtheResident
Engineer.Donotfastenorattachropes,cables,orguystotreesforanchorageunlessspecifically
authorized,orwherespecialemergencyuseispermitted.
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1. WorkAreaLimits:Priortoanyconstruction,marktheareasthatrequireworktobe
performedunderthiscontract.Markorfenceisolatedareaswithinthegeneralworkarea
thataretobesavedandprotected.Protectmonuments,worksofart,andmarkersbefore
constructionoperationsbegin.Conveytoallpersonnelthepurposeofmarkingand
protectingallnecessaryobjects.
2. ProtectionofLandscape:Protecttrees,shrubs,vines,grasses,landforms,andother
landscapefeaturesshownonthedrawingstobepreservedbymarking,fencing,orusingany
otherapprovedtechniques.
a. Boxandprotectfromdamageexistingtreesandshrubstoremainontheconstruction
site.
b. Immediatelyrepairalldamagetoexistingtreesandshrubsbytrimming,cleaning,and
paintingwithantiseptictreepaint.
c. Donotstorebuildingmaterialsorperformconstructionactivitiesclosertoexistingtrees
orshrubsthanthefarthestextensionoftheirlimbs.
3. ReductionofExposureofUnprotectedErodibleSoils:Planandconductearthworkto
minimizethedurationofexposureofunprotectedsoils.Clearareasinreasonablysized
incrementsonlyasneededtouse.Formearthworktofinalgradeasshown.Immediately
protectsideslopesandbackslopesuponcompletionofroughgrading.
4. TemporaryProtectionofDisturbedAreas:Constructdiversionditches,benches,andberms
toretardanddivertrunofffromtheconstructionsitetoprotecteddrainageareasapproved
underparagraph208oftheCleanWaterAct.
a. SedimentBasins:Trapsedimentfromconstructionareasintemporaryorpermanent
sedimentbasinsthataccommodatetherunoffofalocalstorm.Aftereachstorm,pump
thebasinsdryandremovetheaccumulatedsediment.Controloverflow/drainagewith
pavedweirsorbyverticaloverflowpipes,drainingfromthesurface.
b. ReuseorconservethecollectedtopsoilsedimentasdirectedbytheResidentEngineer.
c. InstituteeffluentqualitymonitoringprogramsasrequiredbyFederal,State,andlocal
environmentalagencies.
5. ErosionandSedimentationControlDevices:Theerosionandsedimentcontrolsselectedand
maintainedbytheContractorshallbesuchthatwaterqualitystandardsarenotviolatedas
aresultoftheContractor'sactivities.Constructorinstallalltemporaryandpermanent
erosionandsedimentationcontrolfeaturesontheEnvironmentalProtectionPlan.Maintain
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temporaryerosionandsedimentcontrolmeasuressuchasberms,dikes,drains,
sedimentationbasins,grassing,andmulching,untilpermanentdrainageanderosioncontrol
facilitiesarecompletedandoperative.
6. ManageborrowareasonGovernmentpropertytominimizeerosionandtoprevent
sedimentfromenteringnearbywatercoursesorlakes.
7. ManageandcontrolspoilareasonGovernmentpropertytolimitspoiltoareasonthe
EnvironmentalProtectionPlanandpreventerosionofsoilorsedimentfromenteringnearby
watercoursesorlakes.
8. Protectadjacentareasfromdespoilmentbytemporaryexcavationsandembankments.
9. Handleanddisposeofsolidwastesinsuchamannerthatwillpreventcontaminationofthe
environment.Placesolidwastes(excludingclearingdebris)incontainersthatareemptied
onaregularschedule.TransportallsolidwasteoffGovernmentpropertyanddisposeof
wasteincompliancewithFederal,State,andlocalrequirements.
10. Storechemicalwasteawayfromtheworkareasincorrosionresistantcontainersand
disposeofwasteinaccordancewithFederal,State,andlocalregulations.
11. Handlediscardedmaterialsotherthanthoseincludedinthesolidwastecategoryasdirected
bytheResidentEngineer.
C. ProtectionofWaterResources:Keepconstructionactivitiesundersurveillance,management,
andcontroltoavoidpollutionofsurfaceandgroundwatersandsewersystems.Implement
managementtechniquestocontrolwaterpollutionbythelistedconstructionactivitiesthatare
includedinthiscontract.
1. WashingandCuringWater:Donotallowwastewaterdirectlyderivedfromconstruction
activitiestoenterwaterareas.Collectandplacewastewaterinretentionpondsallowingthe
suspendedmaterialtosettle,thepollutantstoseparate,orthewatertoevaporate.
2. Controlmovementofmaterialsandequipmentatstreamcrossingsduringconstructionto
preventviolationofwaterpollutioncontrolstandardsoftheFederal,State,orlocal
government.
3. Monitorwaterareasaffectedbyconstruction.
D. ProtectionofFishandWildlifeResources:Keepconstructionactivitiesundersurveillance,
management,andcontroltominimizeinterferencewith,disturbanceof,ordamagetofishand
wildlife.Priortobeginningconstructionoperations,listspeciesthatrequirespecificattention
alongwithmeasuresfortheirprotection.
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E. ProtectionofAirResources:Keepconstructionactivitiesundersurveillance,management,and
controltominimizepollutionofairresources.Burningisnotpermittedonthejobsite.Keep
activities,equipment,processes,andworkoperatedorperformed,instrictaccordancewiththe
StateofKansasStateAirPollutionRegulationandFederalemissionandperformancelawsand
standards.MaintainambientairqualitystandardssetbytheEnvironmentalProtectionAgency,
forthoseconstructionoperationsandactivitiesspecified.
1. Particulates:Controldustparticles,aerosols,andgaseousby-productsfromallconstruction
activities,processing,andpreparationofmaterials(suchasfromasphalticbatchplants)at
alltimes,includingweekends,holidays,andhourswhenworkisnotinprogress.
2. ParticulatesControl:Maintainallexcavations,stockpiles,haulroads,permanentand
temporaryaccessroads,plantsites,spoilareas,borrowareas,andallotherworkareas
withinoroutsidetheprojectboundariesfreefromparticulateswhichwouldcauseahazard
oranuisance.Sprinklering,chemicaltreatmentofanapprovedtype,lightbituminous
treatment,baghouse,scrubbers,electrostaticprecipitators,orothermethodsarepermitted
tocontrolparticulatesintheworkarea.
3. HydrocarbonsandCarbonMonoxide:Controlmonoxideemissionsfromequipmentto
FederalandStateallowablelimits.
4. Odors:Controlodorsofconstructionactivitiesandpreventobnoxiousodorsfromoccurring.
F. ReductionofNoise:Minimizenoiseusingeveryactionpossible.Performnoise-producingwork
inlesssensitivehoursofthedayorweekasdirectedbytheResidentEngineer.Maintainnoise-
producedworkatorbelowthedecibellevelsandwithinthetimeperiodsspecified.
1. Performconstructionactivitiesinvolvingrepetitive,high-levelimpactnoiseonlybetween
8:00a.m.and6:00p.munlessotherwisepermittedbylocalordinanceortheResident
Engineer.RepetitiveimpactnoiseonthepropertyshallnotexceedthefollowingdB
limitations:
TimeDurationofImpactNoise SoundLevelindB
Morethan12minutesinanyhour 70
Lessthan30secondsofanyhour 85
Lessthanthreeminutesofanyhour 80
Lessthan12minutesofanyhour 75
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2. Providesound-deadeningdevicesonequipmentandtakenoiseabatementmeasuresthat
arenecessarytocomplywiththerequirementsofthiscontract,consistingof,butnot
limitedto,thefollowing:
a. Maintainmaximumpermissibleconstructionequipmentnoiselevelsat15m(50feet)
(dBA):
EARTHMOVING MATERIALSHANDLING
FRONTLOADERS 75 CONCRETEMIXERS 75
BACKHOES 75 CONCRETEPUMPS 75
DOZERS 75 CRANES 75
TRACTORS 75 DERRICKSIMPACT 75
SCAPERS 80 PILEDRIVERS 95
GRADERS 75 JACKHAMMERS 75
TRUCKS 75 ROCKDRILLS 80
PAVERS,STATIONARY
80 PNEUMATICTOOLS 80
PUMPS 75 BLASTING //--//
GENERATORS 75 SAWS 75
COMPRESSORS 75 VIBRATORS 75
b. Useshieldsorotherphysicalbarrierstorestrictnoisetransmission.
c. Providesoundproofhousingsorenclosuresfornoise-producingmachinery.
d. Useefficientsilencersonequipmentairintakes.
e. Useefficientintakeandexhaustmufflersoninternalcombustionenginesthatare
maintainedsoequipmentperformsbelownoiselevelsspecified.
f. Linehoppersandstoragebinswithsounddeadeningmaterial.
g. Conducttruckloading,unloading,andhaulingoperationssothatnoiseiskepttoa
minimum.
3. Measuresoundlevelfornoiseexposureduetotheconstructionatleastonceeveryfive
successiveworkingdayswhileworkisbeingperformedabove55dB(A)noiselevel.Measure
noiseexposureatthepropertylineor15m(50feet)fromthenoisesource,whicheveris
greater.MeasurethesoundlevelsontheAweighingnetworkofaGeneralPurposesound
levelmeteratslowresponse.Tominimizetheeffectofreflectivesoundwavesatbuildings,
takemeasurementsat900to1800mm(threetosixfeet)infrontofanybuildingface.
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SubmittherecordedinformationtotheResidentEngineernotinganyproblemsandthe
alternativesformitigatingactions.
G. RestorationofDamagedProperty:Ifanydirectorindirectdamageisdonetopublicorprivate
propertyresultingfromanyact,omission,neglect,ormisconduct,theContractorshallrestore
thedamagedpropertytoaconditionequaltothatexistingbeforethedamageatnoadditional
costtotheGovernment.Repair,rebuild,orrestorepropertyasdirectedormakegoodsuch
damageinanacceptablemanner.
H. FinalClean-up:Oncompletionofprojectandafterremovalofalldebris,rubbish,andtemporary
construction,Contractorshallleavetheconstructionareainacleanconditionsatisfactorytothe
ResidentEngineer.Cleaningshallincludeoffthestationdisposalofallitemsandmaterialsnot
requiredtobesalvaged,aswellasalldebrisandrubbishresultingfromdemolitionandnew
workoperations.
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SECTION015816TEMPORARYINTERIORSIGNAGE
PART1GENERAL
DESCRIPTION
Thissectionspecifiestemporaryinteriorsigns.
PART2PRODUCTS
2.1TEMPORARYSIGNS
A. Fabricatefrom50Kg(110pound)matfinishwhitepaper.
B. Cutto100mm(4-inch)wideby300mm(12inch)longsizetag.
C. Punch3mm(1/8-inch)diameterholecenteredon100mm(4-inch)dimensionoftag.Edgeof
Holespacedapproximately13mm(1/2-inch)fromoneendontag.
D. Reinforceholeonbothsideswithgummedclothwasherorothersuitablematerialcapableof
preventingtiepullingthroughpaperedge.
E. Ties:Steelwire0.3mm(0.0120-inch)thick,attachtotagwithtwisttie,leaving150mm(6-inch)
longfreeends.
PART3EXECUTION
3.1INSTALLATION
A. Installtemporarysignsattachedtoroomdoorframeorroomdoorknob,lever,orpullfordoors
oncorridoropenings.
B. Markonsignswithfelttipmarkerhavingapproximately3mm(1/8-inch)widestrokeforclearly
legiblenumbersorletters.
C. Identifyroomwithnumbersasdesignatedonfloorplans.
3.2LOCATION
A. Installondoorsthathaveroom,corridor,andspacenumbersshown.
B. Doorsthatdonotrequiresignsareasfollows:
1. Corridorbarrierdoors(cross-corridor)incorridorwithsamenumber.
2. Foldingdoorsorpartitions.
3. Toiletorbathroomdoorswithinandbetweenrooms.
4. Communicatingdoorsinpartitionsbetweenroomswithcorridorentrancedoors.
5. Closetdoorswithinrooms.
C. Replacemissing,damaged,orillegiblesigns.
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SECTION017329CUTTINGANDPATCHING
PART1–GENERAL
1.1DESCRIPTION
A. Thissectionspecifiesrequirementsforcuttingandpatchingofexistingornewconstruction.
B. PerformcuttingandpatchingforcoordinationoftheWork,touncoverWorkforaccessor
inspection,toobtainsamplesfortesting,topermitalterationstobeperformed,orforother
similarpurposes.
C. MechanicalandElectricalWork:RequirementsofthisSectionapplytomechanicalandelectrical
installations.RefertoapplicableSpecificationSectionsforadditionalrequirementsand
limitationsapplicabletocuttingandpatchingformechanicalandelectricalinstallations.
1.2TERMINOLOGY
A. Cutting:Removalofexistingconstructionnecessarytopermitinstallationorperformanceof
otherWork.
B. Patching:Fittingandrepairworkrequiredtorestoresurfacestooriginalconditionsafter
installationofotherWork.
C. “Cuttingandpatching"doesnotincludeworkperformedduringthemanufacturingofproducts.
Itdoesnotincludethedrillingofholesforinstallationoffastenersorsimilaroperations.
DemolitionofselectedportionsofthebuildingforalterationsisincludedinDivision-02
SpecificationSections.
1.3QUALITYASSURANCE
A. Requirementsforstructuralwork:Donotcutandpatchstructuralelementsinamannerthat
wouldreducetheirload-carryingcapacityorload-deflectionratio.
B. Operationalandsafetylimitations:Donotcutandpatchoperatingelementsorsafetyrelated
componentsinamannerthatwouldresultinreducingtheircapacitytoperformasintended,or
resultinincreasedmaintenance,ordecreasedoperationallifeorsafety.
C. Visualrequirements:Donotcutandpatchconstructionexposedontheexteriororinoccupied
spaces,inamannerthatwould,intheArchitect'sopinion,reducethebuilding'saesthetic
qualities,orresultinvisualevidenceofcuttingandpatching.RemoveandreplaceWorkcutand
patchedinavisuallyunsatisfactorymanner.
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1.5SUBMITTALS
A. InaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,andSAMPLES,furnish
thefollowingtotheResidentEngineer:
B. Cuttingandpatchingproposal:BeforecuttingandpatchingthefollowingcategoriesofWork,
submitaproposaldescribingproposedproceduresandobtaintheArchitect'sapprovalto
proceed:
1. StructuralSteel
2. Miscellaneousstructuralmetals,includinglintels,equipmentsupports,stairsystemsand
similarcategoriesofWork.
3. Structuralconcrete
4. Piping,ductwork,vesselsandequipment.
C. SubmitCuttingandpatchingproposalwellinadvanceofthetimecuttingandpatchingwillbe
performedandrequestapprovaltoproceed.Includethefollowinginformation,asapplicable,in
theproposal:
1. Describetheextentofcuttingandpatchingrequiredandhowitistobeperformed;indicate
whyitcannotbeavoided;
2. Describeanticipatedresultsintermsofchangestoexistingconstruction;includechangesto
structuralelementsandoperatingcomponentsaswellaschangesinthebuilding's
appearanceandothersignificantvisualelements;
3. ListproductstobeusedandfirmsorentitiesthatwillperformWork,
4. IndicateDateswhencuttingandpatchingistobeperformed;
5. Listutilitiesthatwillbedisturbedoraffected,includingthosethatwillberelocatedand
thosethatwillbetemporarilyout-of-service.Indicatehowlongservicewillbedisrupted.
PART2-PRODUCTS
2.1MATERIALS
A. Usenewmaterialsidenticaltoexistingmaterials.
B. Ifidenticalmaterialsarenotavailableorcannotbeusedwhereexposedsurfacesareinvolved,
usematerialsthatmatchexistingadjacentsurfacestothefullestextentpossiblewithregardto
visualeffect.
C. Usematerialswhoseinstalledperformancewillequalorsurpassthatofexistingmaterials.
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PART3-EXECUTION
3.1INSPECTION
A. Beforecuttingexistingsurfaces,examinesurfacestobecutandpatchedandconditionsunder
whichcuttingandpatchingistobeperformed.Takecorrectiveactionbeforeproceeding,if
unsafeorunsatisfactoryconditionsareencountered.
3.2PREPARATION
A. ProvidetemporarysupportandprotectionofWorktobecut.Protectexistingconstruction
duringcuttingandpatchingtopreventdamage.Provideprotectionfromadverseweather
conditionsforportionsoftheProjectthatmightbeexposedduringcuttingandpatching
operations.
B. Takeallprecautionsnecessarytoavoidcuttingexistingpipe,conduitorductworkservingthe
building,butscheduledtoberemovedorrelocateduntilprovisionshavebeenmadetobypass
them.
3.3PERFORMANCE
A. Employskilledworkmentoperformcuttingandpatching.Proceedwithcuttingandpatchingat
theearliestfeasibletimeandcompletewithoutdelay.
B. Cutexistingconstructiontoprovideforinstallationofothercomponentsorperformanceof
otherconstructionactivitiesandthesubsequentfittingandpatchingrequiredtorestore
surfacestotheiroriginalcondition.Cutexistingconstructionusingmethodsleastlikelyto
damageelementstoberetainedoradjoiningconstruction.Wherepossiblereviewproposed
procedureswiththeoriginalinstaller;complywiththeoriginalinstaller'srecommendations.
C. Ingeneral,wherecuttingisrequiredusehandorsmallpowertoolsdesignedforsawingor
grinding,nothammeringandchopping.Extentofcuttingshallbeminimized.
1. Usecoredrills,powersawsofothermachineswhichwillprovideneat,minimumopenings.
2. Cutholesandslotsneatlytosizerequiredwithminimumdisturbanceofadjacentsurfaces.
3. Temporarilycoveropeningswhennotinuse.
4. Toavoidmarringexistingfinishedsurfaces,cutordrillfromtheexposedorfinishedsideinto
concealedsurfaces.
D. Concrete&masonrycutting:Cutthroughconcreteandmasonryusingacuttingmachinesuchas
acarborundumsawordiamondcoredrill.
E. By-passutilityservicessuchaspipeorconduit,beforecutting,whereservicesareshownor
requiredtoberemoved,relocatedorabandoned.Cut-offpipeorconduitinwallsorpartitions
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toberemoved.Cap,valveorplugandsealtheremainingportionofpipeorconduittoprevent
entranceofmoistureorotherforeignmatterafterby-passingandcutting.
F. Patchwithdurableseamsthatareasinvisibleaspossible.Complywithspecifiedtolerances.
Wherefeasible,inspectandtestpatchedareastodemonstrateintegrityoftheinstallation.
Restoreexposedfinishesofpatchedareasandextendfinishrestorationintoretainedadjoining
constructioninamannerthatwilleliminateevidenceofpatchingandrefinishing.
G. Whereremovalofwallsorpartitionsextendsonefinishedareaintoanother,patchandrepair
floorandwallsurfacesinthenewspacetoprovideanevensurfaceofuniformcolorand
appearance.Removeexistingfloorandwallcoveringsandreplacewithnewmaterials,if
necessarytoachieveuniformcolorandappearance.
H. Paintedsurfaces:Wherepatchingoccursinasmoothpaintedsurface,extendfinalpaintcoat
overentireunbrokencontainingthepatch,afterthepatchedareahasreceivedprimerand
secondcoat.
3.4CLEANING
A. THOROUGHLYCLEANallareasandspaceswherecuttingandpatchingisperformedorusedas
access.Removecompletelypaint,mortar,oils,puttyanditemsofsimilarnature.Thoroughly
cleanpiping,conduitandsimilarfeaturesbeforepaintingorotherfinishingisapplied.Restore
damagedpipecoveringtoitsoriginalcondition.
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SECTION017419CONSTRUCTIONWASTEMANAGEMENT
PART1–GENERAL
1.1DESCRIPTION
A. Thissectionspecifiestherequirementsforthemanagementofnon-hazardousbuilding
constructionanddemolitionwaste.
B. Wastedisposalinlandfillsshallbeminimizedtothegreatestextentpossible.Oftheinevitable
wastethatisgenerated,asmuchofthewastematerialaseconomicallyfeasibleshallbe
salvaged,recycledorreused.
C. Contractorshalluseallreasonablemeanstodivertconstructionanddemolitionwastefrom
landfillsandincinerators,andfacilitatetheirsalvageandrecyclenotlimitedtothefollowing:
1. WasteManagementPlandevelopmentandimplementation.
2. Techniquestominimizewastegeneration.
3. Sortingandseparatingofwastematerials.
4. Salvageofexistingmaterialsanditemsforreuseorresale.
5. Recyclingofmaterialsthatcannotbereusedorsold.
D. Ataminimumthefollowingwastecategoriesshallbedivertedfromlandfills:
1. Soil.
2. Inerts(eg,concrete,masonryandasphalt).
3. Cleandimensionalwoodandpalettewood.
4. Greenwaste(biodegradablelandscapingmaterials).
5. Engineeredwoodproducts(plywood,particleboardandI-joists,etc).
6. Metalproducts(eg,steel,wire,beveragecontainers,copper,etc).
7. Cardboard,paperandpackaging.
8. Bitumenroofingmaterials.
9. Plastics(eg,ABS,PVC).
10. Carpetand/orpad.
11. Gypsumboard.
12. Insulation.
13. Paint.
14. Fluorescentlamps.
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1.2RELATEDWORK
A. Section024100,DEMOLITION.
B. Section010000,GENERALREQUIREMENTS.
C. LeadPaint:Section028333.13,LEADBASEDPAINTREMOVALANDDISPOSAL.
1.3QUALITYASSURANCE
A. Contractorshallpracticeefficientwastemanagementwhensizing,cuttingandinstallingbuilding
products.Processesshallbeemployedtoensurethegenerationofaslittlewasteaspossible.
Construction/Demolitionwasteincludesproductsofthefollowing:
1. Excessorunusableconstructionmaterials.
2. Packagingusedforconstructionproducts.
3. Poorplanningand/orlayout.
4. Constructionerror.
5. Overordering.
6. Weatherdamage.
7. Contamination.
8. Mishandling.
9. Breakage.
B. Establishandmaintainthemanagementofnon-hazardousbuildingconstructionanddemolition
wastesetforthherein.Conductasiteassessmenttoestimatethetypesofmaterialsthatwillbe
generatedbydemolitionandconstruction.
C. Contractorshalldevelopandimplementprocedurestorecycleconstructionanddemolition
wastetoaminimumof50percent.
D. Contractorshallberesponsibleforimplementationofanyspecialprogramsinvolvingrebatesor
similarincentivesrelatedtorecycling.Anyrevenuesorsavingsobtainedfromsalvageor
recyclingshallaccruetothecontractor.
E. Contractorshallprovidealldemolition,removalandlegaldisposalofmaterials.Contractorshall
ensurethatfacilitiesusedforrecycling,reuseanddisposalshallbepermittedfortheintended
usetotheextentrequiredbylocal,state,federalregulations.TheWholeBuildingDesignGuide
websitehttp://www.wbdg.org/tools/cwm.phpprovidesaConstructionWasteManagement
Databasethatcontainsinformationoncompaniesthathaul,collect,andprocessrecyclable
debrisfromconstructionprojects.
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F. Contractorshallassignaspecificareatofacilitateseparationofmaterialsforreuse,salvage,
recycling,andreturn.Suchareasaretobekeptneatandcleanandclearlymarkedinorderto
avoidcontaminationormixingofmaterials.
G. Contractorshallprovideon-siteinstructionsandsupervisionofseparation,handling,salvaging,
recycling,reuseandreturnmethodstobeusedbyallpartiesduringwastegeneratingstages.
H. Recordondailyreportsanyproblemsincomplyingwithlaws,regulationsandordinanceswith
correctiveactiontaken.
1.4TERMINOLOGY
A. ClassIIILandfill:Alandfillthatacceptsnon-hazardousresourcessuchashousehold,commercial
andindustrialwasteresultingfromconstruction,remodeling,repairanddemolitionoperations.
B. Clean:Untreatedandunpainted;uncontaminatedwithadhesives,oils,solvents,masticsand
likeproducts.
C. ConstructionandDemolitionWaste:Includesallnon-hazardousresourcesresultingfrom
construction,remodeling,alterations,repairanddemolitionoperations.
D. Dismantle:Theprocessofpartingoutabuildinginsuchawayastopreservetheusefulnessof
itsmaterialsandcomponents.
E. Disposal:Acceptanceofsolidwastesatalegallyoperatingfacilityforthepurposeoflandfilling
(includesClassIIIlandfillsandinertfills).
F. InertBackfillSite:Alocation,otherthaninertfillorotherdisposalfacility,towhichinert
materialsaretakenforthepurposeoffillinganexcavation,shoringorothersoilengineering
operation.
G. InertFill:Afacilitythatcanlegallyacceptinertwaste,suchasasphaltandconcreteexclusively
forthepurposeofdisposal.
H. InertSolids/InertWaste:Non-liquidsolidresourcesincluding,butnotlimitedto,soiland
concretethatdoesnotcontainhazardouswasteorsolublepollutantsatconcentrationsin
excessofwater-qualityobjectivesestablishedbyaregionalwaterboard,anddoesnotcontain
significantquantitiesofdecomposablesolidresources.
I. MixedDebris:Loadsthatincludecommingledrecyclableandnon-recyclablematerialsgenerated
attheconstructionsite.
J. MixedDebrisRecyclingFacility:Asolidresourceprocessingfacilitythatacceptsloadsofmixed
constructionanddemolitiondebrisforthepurposeofrecoveringre-usableandrecyclable
materialsanddisposingnon-recyclablematerials.
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K. PermittedWasteHauler:Acompanythatholdsavalidpermittocollectandtransportsolid
wastesfromindividualsorbusinessesforthepurposeofrecyclingordisposal.
L. Recycling:Theprocessofsorting,cleansing,treating,andreconstitutingmaterialsforthe
purposeofusingthealteredforminthemanufactureofanewproduct.Recyclingdoesnot
includeburning,incineratingorthermallydestroyingsolidwaste.
1. On-siteRecycling–Materialsthataresortedandprocessedonsiteforuseinanaltered
stateinthework,i.e.concretecrushedforuseasasub-baseinpaving.
2. Off-siteRecycling–Materialshauledtoalocationandusedinanalteredforminthe
manufactureofnewproducts.
M. RecyclingFacility:Anoperationthatcanlegallyacceptmaterialsforthepurposeofprocessing
thematerialsintoanalteredformforthemanufactureofnewproducts.Dependingonthe
typesofmaterialsacceptedandoperatingprocedures,arecyclingfacilitymayormaynotbe
requiredtohaveasolidwastefacilitiespermitorberegulatedbythelocalenforcementagency.
N. Reuse:Materialsthatarerecoveredforuseinthesameform,on-siteoroff-site.
O. Return:Togivebackreusableitemsorunusedproductstovendorsforcredit.
P. Salvage:Toremovewastematerialsfromthesiteforresaleorre-usebyathirdparty.
Q. Source-SeparatedMaterials:Materialsthataresortedbytypeatthesiteforthepurposeof
reuseandrecycling.
R. SolidWaste:Materialsthathavebeendesignatedasnon-recyclableandarediscardedforthe
purposesofdisposal.
S. TransferStation:Afacilitythatcanlegallyacceptsolidwasteforthepurposeoftemporarily
storingthematerialsforre-loadingontoothertrucksandtransportingthemtoalandfillfor
disposal,orrecoveringsomematerialsforre-useorrecycling.
1.5SUBMITTALS
A. InaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,andSAMPLES,furnish
thefollowing:
B. PrepareandsubmittotheResidentEngineerawrittendemolitiondebrismanagementplan.The
planshallinclude,butnotbelimitedto,thefollowinginformation:
1. Procedurestobeusedfordebrismanagement.
2. Techniquestobeusedtominimizewastegeneration.
3. Analysisoftheestimatedjobsitewastetobegenerated:
a. Listofeachmaterialandquantitytobesalvaged,reused,recycled.
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b. Listofeachmaterialandquantityproposedtobetakentoalandfill.
4. DetaileddescriptionoftheMeans/Methodstobeusedformaterialhandling.
a. Onsite:Materialseparation,storage,protectionwhereapplicable.
b. Offsite:Transportationmeansanddestination.Includelistofmaterials.
1) Descriptionofmaterialstobesite-separatedandself-hauledtodesignatedfacilities.
2) Descriptionofmixedmaterialstobecollectedbydesignatedwastehaulersand
removedfromthesite.
c. Thenamesandlocationsofmixeddebrisreuseandrecyclingfacilitiesorsites.
d. Thenamesandlocationsoftrashdisposallandfillfacilitiesorsites.
e. Documentationthatthefacilitiesorsitesareapprovedtoreceivethematerials.
C. DesignatedManagerresponsibleforinstructingpersonnel,supervising,documentingand
administerovermeetingsrelevanttotheWasteManagementPlan.
D. Monthlysummaryofconstructionanddemolitiondebrisdiversionanddisposal,quantifyingall
materialsgeneratedattheworksiteanddisposedofordivertedfromdisposalthrough
recycling.
1.6APPLICABLEPUBLICATIONS
A Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publications
arereferencedbythebasicdesignationonly.Intheeventthatcriteriarequirementsconflict,the
moststringentrequirementsshallbemet.
B. U.S.GreenBuildingCouncil(USGBC):
LEEDGreenBuildingRatingSystemforNewConstruction
1.7RECORDS
Maintainrecordstodocumentthequantityofwastegenerated;thequantityofwastediverted
throughsale,reuse,orrecycling;andthequantityofwastedisposedbylandfillorincineration.
RecordsshallbekeptinaccordancewiththeLEEDReferenceGuideandLEEDTemplate.
PART2-PRODUCTS
2.1MATERIALS
A. Listofeachmaterialandquantitytobesalvaged,recycled,reused.
B. Listofeachmaterialandquantityproposedtobetakentoalandfill.
C. Materialtrackingdata:Receivingparties,datesremoved,transportationcosts,weighttickets,
tippingfees,manifests,invoices,nettotalcostsorsavings.
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PART3-EXECUTION
3.1COLLECTION
A. Provideallnecessarycontainers,binsandstorageareastofacilitateeffectivewaste
management.
B. Clearlyidentifycontainers,binsandstorageareassothatrecyclablematerialsareseparated
fromtrashandcanbetransportedtorespectiverecyclingfacilityforprocessing.
C. Hazardouswastesshallbeseparated,stored,disposedofaccordingtolocal,state,federal
regulations.
3.2DISPOSAL
A. Contractorshallberesponsiblefortransportinganddisposingofmaterialsthatcannotbe
deliveredtoasource-separatedormixedmaterialsrecyclingfacilitytoatransferstationor
disposalfacilitythatcanacceptthematerialsinaccordancewithstateandfederalregulations.
B. Constructionordemolitionmaterialswithnopracticalreuseorthatcannotbesalvagedor
recycledshallbedisposedofatalandfillorincinerator.
3.3REPORT
A. Witheachapplicationforprogresspayment,submitasummaryofconstructionanddemolition
debrisdiversionanddisposalincludingbeginningandendingdatesofperiodcovered.
B. Quantifyallmaterialsdivertedfromlandfilldisposalthroughsalvageorrecyclingduringthe
periodwiththereceivingparties,datesremoved,transportationcosts,weighttickets,
manifests,invoices.Includethenettotalcostsorsavingsforeachsalvagedorrecycledmaterial.
C. Quantifyallmaterialsdisposedofduringtheperiodwiththereceivingparties,datesremoved,
transportationcosts,weighttickets,tippingfees,manifests,invoices.Includethenettotalcosts
foreachdisposal.
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SECTION018111
SUSTAINABLEDESIGNREQUIREMENTS
PART1-GENERAL
1.1SUMMARY
ThisSectiondescribesgeneralrequirementsandprocedurestocomplywiththeGuiding
PrinciplesforLeadershipinHighPerformanceandSustainableBuildingsMemorandumof
UnderstandingincorporatedintheExecutiveOrders13423and13514;EnergyPolicyActof2005
(EPA2005)andtheEnergyIndependenceandSecurityActof2007(EISA2007).
1.2OBJECTIVES
A. Tomaximizeresourceefficiencyandreducetheenvironmentalimpactsofconstructionand
operation,theContractorduringtheconstructionphaseofthisprojectshallimplementthe
followingprocedures:
1. Selectproductsthatminimizeconsumptionofenergy,waterandnon-renewableresources,
whileminimizingtheamountsofpollutionresultingfromtheproductionandemployment
ofbuildingtechnologies.ItistheintentofthisprojecttoconformwithEPA’sFiveGuiding
Principlesonenvironmentallypreferablepurchasing.Thefiveprinciplesare:
a. Includeenvironmentalconsiderationsaspartofthenormalpurchasingprocess.
b. Emphasizepollutionpreventionearlyinthepurchasingprocess.
c. Examinemultipleenvironmentalattributesthroughoutaproduct’sorservice’slifecycle.
d. Comparerelevantenvironmentalimpactswhenselectingproductsandservices.
e. Collectandbasepurchasingdecisionsonaccurateandmeaningfulinformationabout
environmentalperformance.
2. ControlsourcesforpotentialIndoorAirQuality(IAQ)pollutantsbycontrolledselectionof
materialsandprocessesusedinprojectconstructioninordertoattainsuperiorIAQ.
3. Productsandprocessesthatachievetheaboveobjectivestotheextentcurrentlypossible
andpracticalhavebeenselectedandincludedintheseConstructionDocuments.The
Contractorisresponsibletomaintainandsupporttheseobjectivesindevelopingmeansand
methodsforperformingtheworkofthisContractandinproposingproductsubstitutions
and/orchangestospecifiedprocesses.
4. Usebuildingpracticesthatinsureconstructiondebrisandparticulatesdonotcontaminate
orenterductworkpriortosystemstartupandturnover.
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1.3RELATEDDOCUMENTS
A. Section017419CONSTRUCTIONWASTEMANANGEMENT
B. Section018109TESTINGFORINDOORAIRQUALITY(notwrittenyet)
C. Section019100GENERALCOMMISSIONGREQUIREMENTS
1.4DEFINITIONS
A. AgrifiberProducts:Compositepanelproductsderivedfromagriculturalfiber
B. BiobasedProduct:Asdefinedinthe2002FarmBill,aproductdeterminedbytheSecretarytobe
acommercialorindustrialproduct(otherthanfoodorfeed)thatiscomposed,inwholeorin
significantpart,ofbiologicalproductsorrenewabledomesticagriculturalmaterials(including
plant,animal,andmarinematerials)orforestrymaterials
C. BiobasedContent:Theweightofthebiobasedmaterialdividedbythetotalweightofthe
productandexpressedasapercentagebyweight
D. CertificatesofChain-of-Custody:Certificatessignedbymanufacturerscertifyingthatwoodused
tomakeproductshasbeentrackedthroughitsextractionandfabricationtoensurethatiswas
obtainedfromforestscertifiedbyaspecifiedcertificationprogram
E. CompositeWood:Aproductconsistingofwoodfiberorotherplantparticlesbondedtogether
byaresinorbinder
F. ConstructionandDemolitionWast.e:Includessolidwastes,suchasbuildingmaterials,
packaging,rubbish,debris,andrubbleresultingfromconstruction,remodeling,repairand
demolitionoperations.Aconstructionwastemanagementplanistobeprovidedbythe
ContractorasdefinedinSection017419.
G. ThirdPartyCertification:Certificationoflevelsofenvironmentalachievementbynationally
recognizedsustainabilityratingsystem.
H. LightPollution:Lightthatextendsbeyonditssourcesuchthattheadditionallightiswastedinan
unwantedareaorinanareawhereitinhibitsviewofthenightsky
I. RecycledContentMaterials:Productsthatcontainpre-consumerorpost-consumermaterialsas
allorpartoftheirfeedstock
J. Post-ConsumerRecycledContent:Thepercentagebyweightofconstituentmaterialsthathave
beenrecoveredorotherwisedivertedfromthesolid-wastestreamafterconsumeruse
K. Pre-ConsumerRecycledContent:Materialsthathavebeenrecoveredorotherwisediverted
fromthesolid-wastestreamduringthemanufacturingprocess.Pre-consumercontentmustbe
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materialthatwouldnothaveotherwiseenteredthewastestreamasperSection5oftheFTC
Act,Part260“GuidelinesfortheUseofEnvironmentalMarketingClaims”:
www.ftc.gov/bcp/grnrule/guides980427
L. RegionalMaterials:Materialsthatareextracted,harvested,recovered,andmanufactured
withinaradiusof250miles(400km)fromtheProjectsite
M. SalvagedorReusedMaterials:Materialsextractedfromexistingbuildingsinordertobereused
inotherbuildingswithoutbeingmanufactured
N. Sealant:Anymaterialthatfillsandsealsgapsbetweenothermaterials
O. Type1Finishes:Materialsandfinisheswhichhaveapotentialforshort-termlevelsofoffgassing
fromchemicalsinherentintheirmanufacturingprocess,orwhichareappliedinaformrequiring
vehiclesorcarriersforspreadingwhichreleaseahighlevelofparticulatematterintheprocess
ofinstallationand/orcuring.
P. Type2Finishes:“Fuzzy"materialsandfinisheswhicharewoven,fibrous,orporousinnature
andtendtoadsorbchemicalsoffgas.
Q. VolatileOrganicCompounds(VOCs):Anycompoundofcarbon,excludingcarbonmonoxide,
carbondioxide,carbonicacid,metalliccarbidesorcarbonates,andammoniumcarbonate,which
participatesinatmosphericphotochemicalreactions.Compoundsthathavenegligible
photochemicalreactivity,listedinEPA40CFR51.100(s),arealsoexcludedfromthisregulatory
definition.
1.5SUBMITTALS
A. SustainableDesignSubmittals:
1. WaterConservingFixtures:Submittalsmustincludemanufacturer’scutsheetsforallwater-
consumingplumbingfixturesandfittings(toilets,urinals,faucets,showerheads,etc.)
highlightingmaximumflowratesand/orflushrates.Includecutsheetsforanyautomatic
faucet-controldevices.
2. ProcessWaterUse:Providemanufacturer’scutsheetsforallwater-consumingcommercial
equipment(clotheswashers,dishwashers,icemachines,etc.),highlightingwater
consumptionperformance.Includemanufacturer’scutsheetsorproductdataforany
coolingtowers,highlightingwaterconsumptionestimates,waterusereductionmeasures,
andcorrosioninhibitors.
3. EliminationofCFCsANDHCFCs:Providemanufacturer’scutsheetsforallcoolingequipment
withmanufacturer’sproductdata,highlightingrefrigerants;providemanufacturer’scut
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sheetsforallfire-suppressionequipment,highlightingfire-suppressionagents;provide
manufacturer’scut-sheetsforallpolystyreneinsulation(XPS)andclosed-cellsprayfoam
polyurethaneinsulation,highlightingtheblowingagent(s).
4. AppliancesandEquipment:Providecopiesofmanufacturer’sproductdataforallEnergy
Stareligibleequipmentandappliances,includingofficeequipment,computersandprinters,
electronics,andcommercialfoodserviceequipment(excludingHVACandlighting
components),verifyingcompliancewithEPA’sEnergyStarprogram.
5. MeasurementandVerificationSystems:Providecutsheetsandmanufacturer’sproduct
dataforallcontrolssystems,highlightingelectricalmeteringandtrendingcapability
components.
6. SalvagedorReusedMaterials:Providedocumentationthatlistseachsalvagedorreused
material,thesourceorvendorofthematerial,thepurchaseprice,andthereplacementcost
ifgreaterthanthepurchaseprice.
7. RecycledContent:Submittalsforallmaterialswithrecycledcontent(excludingMEPsystems
equipmentandcomponents)mustincludethefollowingdocumentation:Manufacturer’s
productdata,productliterature,oraletterfromthemanufacturerverifyingthepercentage
ofpost-consumerandpre-consumerrecycledcontent(byweight)ofeachmaterialor
product
a. AnelectronicspreadsheetthattabulatestheProject’stotalmaterialscostandcombined
recycledcontentvalue(definedasthesumofthepost-consumerrecycledcontentvalue
plusone-halfofthepre-consumerrecycledcontentvalue)expressedasapercentageof
totalmaterialscost.Thisspreadsheetshallbesubmittedeverythirdmonthwiththe
Contractor’sCertificateandApplicationforPayment.Itshouldindicate,onanongoing
basis,lineitemsforeachmaterial,includingcost,pre-consumerrecycledcontent,post-
consumerrecycledcontent,andcombinedrecycledcontentvalue.
8. RegionalMaterials:Submittalsforallproductsormaterialsexpectedtocontributetothe
regionalcalculation(excludingMEPsystemsequipmentandcomponents)mustincludethe
followingdocumentation:
a. Costofeachmaterialorproduct,excludingcostoflaborandequipmentforinstallation
b. LocationofproductmanufactureanddistancefrompointofmanufacturetotheProject
Site
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c. Locationofpointofextraction,harvest,orrecoveryforeachrawmaterialineach
productanddistancefromthepointofextraction,harvest,orrecoverytotheProject
Site
d. Manufacturer’sproductdata,productliterature,oraletterfromthemanufacturer
verifyingthelocationanddistancefromtheProjectSitetothepointofmanufacturefor
eachregionalmaterial
e. Manufacturer’sproductdata,productliterature,oraletterfromthemanufacturer
verifyingthelocationanddistancefromtheProjectSitetothepointofextraction,
harvest,orrecoveryforeachregionalmaterialorproduct,including,ataminimum,
gravelandfill,plantingmaterials,concrete,masonry,andGWB
f. AnelectronicspreadsheetthattabulatestheProject’stotalmaterialscostandregional
materialsvalue,expressedasapercentageoftotalmaterialscost.Thisspreadsheetshall
besubmittedeverythirdmonthwiththeContractor’sCertificateandApplicationfor
Payment.Itshouldindicateonanongoingbasis,lineitemsforeachmaterial,including
cost,locationofmanufacture,distancefrommanufacturingplanttotheProjectSite,
locationofrawmaterialextraction,anddistancefromextractionpointtotheProject
Site.
9. OutdoorAirDeliveryMonitoring:Providemanufacturer’scutsheetshighlightingthe
installedcarbondioxidemonitoringsystemcomponentsandsequenceofcontrolsshop
drawingdocumentation,includingCO2differentialset-pointsandalarmcapabilities.
10. InteriorAdhesivesandSealants:Submittalsforallfield-appliedadhesivesandsealants,
whichhaveapotentialimpactonindoorair,mustincludemanufacturer’sMSDSsorother
ProductDatahighlightingVOCcontent.
a. Providemanufacturers’documentationverifyingalladhesivesusedtoapplylaminates,
whethershop-appliedorfield-applied,containnourea-formaldehyde.
11. InteriorPaintsandCoatings:Submittalsforallfield-appliedpaintsandcoatings,whichhave
apotentialimpactonindoorair,mustincludemanufacturer’sMSDSsorotherProductData
highlightingVOCcontent
12. Floorcoverings:
a. CarpetSystems:Submittalsforallcarpetmustincludethefollowing:
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1) AcopyofanassessmentfromtheBuildingforEnvironmentalandEconomic
Sustainability(BEES)softwaremodel,eitherVersion3.0or4.0,withparametersof
themodelsetasdescribedbythisspecificationsection.
2) Manufacturer’sproductdataverifyingthatallcarpetsystemsmeetorexceedthe
testingandproductrequirementsoftheCarpetandRugInstituteGreenLabelPlus
program.
13. CompositeWoodandAgrifiberBinders:Submittalsforallcompositewoodandagrifiber
products(includingbutnotlimitedtoparticleboard,wheatboard,strawboard,agriboard
products,engineeredwoodcomponents,solid-corewooddoors,OSB,MDF,andplywood
products)mustincludemanufacturer’sproductdataverifyingthattheseproductscontain
nourea-formaldehyderesins.
14. SystemsFurnitureandSeating:Providemanufacturer’sproductdataverifyingthatall
systemsfurnitureandseatingproductsmeettherequirementsofoneofthefollowing:
a. Greenguardcertification
b. SCSIndoorAdvantagecertification
c. SCSIndoorAdvantageGoldcertification
d. BIFMAStandardX7.1-2005,astestedtoBIFMAmethodM7.1-2005andasverifiedbyan
independentlaboratory
d. Calculatedindoorairconcentrationlimitsforfurnituresystemsandseatingdetermined
bytheU.S.EPA’sEnvironmentalTechnologyVerificationLargeChamberTestProtocol
forMeasuringEmissionsofVOCsandAldehydes(September1999)testingprotocolas
conductedinanindependentairqualitytestinglaboratory
15. AirFiltration:Providemanufacturer’scutsheetsandproductdatahighlightingthefollowing:
a. MinimumEfficiencyReportingValue(MERV)forfiltrationmediainallairhandlingunits
(AHUs)perASHRAEHVACDesignManualforHospitalsandClinics.
b. MinimumEfficiencyReportingValue(MERV)forfiltrationmediainstalledatreturnair
grillesduringconstructionifpermanentlyinstalledAHUsareusedduringconstruction.
Seeaboveforrequirements
17. MercuryinLighting:Providemanufacturer’scutsheetsorproductdataforallfluorescentor
HIDlampshighlightingmercurycontent.
18. LightingControls:Providemanufacturer’scutsheetsandshopdrawingdocumentation
highlightingalllightingcontrolssystemscomponents.
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19. ThermalComfortControls:Providemanufacturer’scutsheetsandshopdrawing
documentationhighlightingallthermalcomfort-controlsystemscomponents.
20. BlendedCement:ItistheintentofthisspecificationtoreduceCO2emissionsandother
environmentallydetrimentaleffectsresultingfromtheproductionofPortlandcementby
requiringthatallconcretemixes,inaggregate,utilizeblendedcementmixestodisplace
PortlandcementasspecifiedinSection033000,CONCRETEtypicallyincludedin
conventionalconstruction.Providethefollowingsubmittals:
a. Copiesofconcretedesignmixesforallinstalledconcrete
b. Copiesoftypicalregionalbaselineconcretedesignmixesforallcompressivestrengths
usedontheProject
c. Quantitiesincubicyardsofeachinstalledconcretemix
21. GypsumWallBoard:Providemanufacturer’scutsheetsorproductdataverifyingthatall
gypsumwallboardproductsaremoistureandmold-resistant.
22. FiberglassInsulation:Providemanufacturer’scutsheetsorproductdataverifyingthat
fiberglassbattinsulationcontainsnourea-formaldehyde.
23. DuctAcousticalInsulation:Providemanufacturer’scutsheetsorproductdataverifyingthat
mechanicalsoundinsulationmaterialsinairdistributionductsconsistsofanimpervious,
non-porouscoatingsthatpreventdustfromaccumulatingintheinsulatingmaterials.
24. GreenHousekeeping:Providedocumentationthatallcleaningproductsandjanitorialpaper
productsmeettheVOClimitsandcontentrequirementsofthisspecificationsection.
B. ProjectMaterialsCostData:Provideaspreadsheetinanelectronicfileindicatingthetotalcost
fortheProjectandthetotalcostofbuildingmaterialsusedfortheProject,asfollows:
1. Notmorethan60daysafterthePreconstructionMeeting,theGeneralContractorshall
providetotheOwnerandArchitectapreliminaryscheduleofmaterialscostsforall
materialsusedfortheProjectorganizedbyspecificationsection.Excludelaborcostsandall
mechanical,electrical,andplumbing(MEP)systemsmaterialsandlaborcosts.Includethe
following:
a. Identifyeachreusedorsalvagedmaterial,itscost,anditsreplacementvalue.
b. Identifyeachrecycled-contentmaterial,itspost-consumerandpre-consumerrecycled
contentasapercentagetheproduct’sweight,itscost,itscombinedrecycledcontent
value(definedasthesumofthepost-consumerrecycledcontentvalueplusone-halfof
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thepre-consumerrecycledcontentvalue),andthetotalcombinedrecycledcontent
valueforallmaterialsasapercentageoftotalmaterialscosts.
c. Identifyeachregionalmaterial,itscost,itsmanufacturinglocation,thedistanceofthis
locationfromtheProjectsite,thesourcelocationforeachrawmaterialcomponentof
thematerial,thedistanceoftheseextractionlocationsfromtheProjectsite,andthe
totalvalueofregionalmaterialsasapercentageoftotalmaterialscosts.
d. Identifyeachbiobasedmaterial,itssource,itscost,andthetotalvalueofbiobased
materialsasapercentageoftotalmaterialscosts.Alsoprovidethetotalvalueofrapidly
renewablematerials(materialsmadefromplantsthatareharvestedinlessthana10-
yearcycle)asapercentageoftotalmaterialscosts.
e. Identifyeachwood-basedmaterial,itscost,thetotalwood-basedmaterialscost,each
FSCCertifiedwoodmaterial,itscost,andthetotalvalueofCertifiedwoodasa
percentageoftotalwood-basedmaterialscosts.
2. ProvidefinalversionsoftheabovespreadsheetstotheOwnerandArchitectnotmorethan
14daysafterSubstantialCompletion.
C. ConstructionWasteManagement:SeeSection017419“ConstructionWasteManagement”for
submittalrequirements.
D. ConstructionIndoorAirQuality(IAQ)Management:Submittalsmustincludethefollowing:
1. Notmorethan30daysafterthePreconstructionMeeting,prepareandsubmitforthe
ArchitectandOwner’sapproval,anelectroniccopyofthedraftConstructionIAQ
ManagementPlaninanelectronicfileincluding,butnotlimitedto,descriptionsofthe
following:
2. InstructionproceduresformeetingorexceedingtheminimumrequirementsoftheSheet
MetalandAirConditioningNationalContractorsAssociation(SMACNA)IAQGuidelinesfor
OccupiedBuildingsUnderConstruction,1995,Chapter3,includingproceduresforHVAC
Protection,SourceControl,PathwayInterruption,Housekeeping,andScheduling
a. Instructionproceduresforprotectingabsorptivematerialsstoredon-siteorinstalled
frommoisturedamage
b. ScheduleofsubmissiontoArchitectofphotographsofon-siteconstructionIAQ
managementmeasuressuchasprotectionofductsandon-sitestoredoilinstalled
absorptivematerials
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c. Instructionproceduresifairhandlersmustbeusedduringconstruction,includinga
descriptionoffiltrationmediatobeusedateachreturnairgrille
d. Instructionprocedureforreplacingallair-filtrationmediaimmediatelypriorto
occupancyaftercompletionofconstruction,includingadescriptionoffiltrationmedia
tobeusedateachairhandlingorairsupplyunit
3. Notmorethan30daysfollowingreceiptoftheapproveddraftCIAQMP,submitan
electroniccopyoftheapprovedCIAQMPinanelectronicfile,alongwiththefollowing:
a. Manufacturer’scutsheetsandproductdatahighlightingtheMinimumEfficiency
ReportingValue(MERV)forallfiltrationmediatobeinstalledatreturnairgrillesduring
constructionifpermanentlyinstalledAHUsareusedduringconstruction.
b. Manufacturer’scutsheetsandproductdatahighlightingtheMinimumEfficiency
ReportingValue(MERV)forfiltrationmediainallairhandlingunits(AHUs).
4. Notmorethan14daysafterSubstantialCompletionprovidethefollowing:
a. Documentationverifyingrequiredreplacementofairfiltrationmediainallairhandling
units(AHUs)afterthecompletionofconstructionandpriortooccupancyand,if
applicable,requiredinstallationoffiltrationduringconstruction.
b. Minimumof18Constructionphotographs:Sixphotographstakenonthreedifferent
occasionsduringconstructionoftheSMACNAapproachesemployed,alongwithabrief
descriptionofeachapproach,documentingimplementationoftheIAQmanagement
measures,suchasprotectionofductsandon-sitestoredorinstalledabsorptive
materials.
c. AcopyofthereportfromtestingandinspectingagencydocumentingtheresultsofIAQ
testing,demonstratingconformancewithIAQtestingproceduresandrequirements
definedinSection018109“TestingforIndoorAirQuality.”
E. Commissioning:SeeSection019100“GeneralCommissioningRequirements”forsubmittal
requirements.
F. SustainableDesignProgressReports:ConcurrentwitheachApplicationforPayment,submit
reportsforthefollowing:
1. ConstructionWasteManagement:Wastereductionprogressreportsandlogscomplying
withtherequirementsofSection017419”ConstructionWasteManagement.”
2. ConstructionIAQManagement:SeedetailsbelowunderSection3.2ConstructionIndoorAir
QualityManagementforConstructionIAQmanagementprogressreportrequirements.
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1.6QUALITYASSURANCE
A. PreconstructionMeeting:AfterawardofContractandpriortothecommencementoftheWork,
scheduleandconductmeetingwithOwner,Architect,andallSubcontractorstodiscussthe
ConstructionWasteManagementPlan,therequiredConstructionIndoorAirQuality(IAQ)
ManagementPlan,andallotherSustainableDesignRequirements.Thepurposeofthismeeting
istodevelopamutualunderstandingoftheProject’sSustainableDesignRequirementsand
coordinationoftheContractor’smanagementoftheserequirementswiththeContracting
OfficerandtheConstructionQualityManager.
B. ConstructionJobConferences:ThestatusofcompliancewiththeSustainableDesign
Requirementsofthesespecificationswillbeanagendaitematallregularjobmeetings
conductedduringthecourseofworkatthesite.
PART2-PRODUCTS
2.1PRODUCTENVIRONMENTALREQUIREMENTS
A. Water-ConservingFixtures:Plumbingfixturesandfittingsshalluseinaggregateatleast20%less
waterthanthewaterusebaselinecalculatedforthebuildingaftermeetingtheEnergyPolicy
Actof1992fixtureperformancerequirements.Flowandflushratesshallnotexceedthe
following:
1. Toilets:nomorethan1.3gallonsperflush,otherwisebedualflush1.6/0.8gallonsperflush,
andhavedocumentedbowlevacuationcapabilityperMaPtestingofatleast400grams
2. Urinals:WaterlessorWatersenseratedwithnomorethan0.5gallonsperflush.
3. LavatoryFaucets:0.5gpmwithautomaticfaucetcontrols
4. KitchenSinkLavatories:2.2gpm
5. Showerheads:nomorethan1.5gpm
B. ProcessWaterUse:Employstrategiesthatinaggregateresultin20%lesswaterusethanthe
processwaterusebaselineforthebuildingaftermeetingthecommercialequipmentandHVAC
performancerequirementsaslistedintheTablebelow.ForequipmentnotaddressedbyEPACT
2005orthelistbelow,additionalequipmentperformancerequirementsmaybeproposed
provideddocumentationsupportingtheproposedbenchmarkorindustrystandardissubmitted.
1. ClothesWasher:7.5gallons/cubicfoot/cycle
2. DishwasherwithRacks:1.0gallons/rack
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3. IceMachine:20gallons/100poundsiceformachinesmakingover175poundsoficeper
day;30gallons/100poundsiceformachinesmakinglessthan175iceperday.Avoidwater-
cooledmachines.
4. FoodSteamer:2gallons/hour.Useonlyboilerlesssteamers.
5. Pre-RinseSprayValves:1.4gallons/minute
6. KitchenPot-WashingSinks:2.2gallons/minute
7. CoolingTowers:2.3gallons/ton-hr.waterloss
C. EliminationofCFCsANDHCFCs:
1. OzoneProtectionandGreenhouseGasReduction:Basebuildingcoolingequipmentshall
containnorefrigerantsotherthanthefollowing:HCFC-123,HFC-134a,HFC-245fa,HFC-407c,
orHFC410a.
2. Firesuppressionsystemsmaynotcontainozone-depletingsubstancessuchashalon1301
and1211.
3. Extrudedpolystyreneinsulation(XPS)andclosed-cellsprayfoampolyurethaneinsulation
shallnotbemanufacturedwithhydrochlorofluorocarbon(HCFC)blowingagents.
D. AppliancesandEquipment:Allmaterialsandequipmentbeinginstalledthatfallsunderthe
EnergyStarorFEMPprogramsmustbeEnergyStarorFEMP-rated.Eligibleequipmentincludes
refrigerators,motors,laundryequipment,officeequipmentandmore.Refertoeachprogram’s
websiteforacompletelist.
E. HVACDistributionEfficiency:
1. Allductsystemsshallbeconstructedofaluminum,stainlesssteelorgalvanizedsheetmetal,
asdeemedappropriatebasedontheapplicationrequirements.Nofiberglassductboard
shallbepermitted.
2. Allmedium-andhigh-pressureductworksystemsshallbepressure-testedinaccordance
withthecurrentSMACNAstandards.
3. Allductworkshallbeexternallyinsulated.Nointeriorductlinershallbepermitted.
4. Wherepossible,allairterminalconnectionsshallbehard-connectedwithsheetmetal
ductwork.Ifflexibleductworkisused,noflexibleductextensionshallbemorethansixfeet
inlength.
5. AllHVACequipmentshallbeisolatedfromtheductworksystemwithflexibleduct
connectorstominimizethetransmittanceofvibration.
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6. Allsupplyandreturnairbranchductsshallincludetheappropriatestyleofvolumedamper.
Airterminaldevicessuchasgrilles,registers,anddiffusersshallbebalancedatductbranch
dampers,notatterminalface.
F. MeasurementandVerification:InstallcontrolsandmonitoringdevicesasrequiredbyMEP
divisionsordertocomplywithInternationalPerformanceMeasurement&VerificationProtocol
(IPMVP),VolumeIII:ConceptsandOptionsforDeterminingEnergySavingsinNewConstruction,
April2003,OptionD.
1. TheIPMVPprovidesguidanceonsituation-appropriateapplicationofmeasurementand
verificationstrategies.
G. SalvagedorReusedmaterials:Thereshallbenosubstitutionsforspecifiedsalvagedandreused
materialsandproducts.
1. Salvagedmaterials:Useofsalvagedmaterialsreducesimpactsofdisposaland
manufacturingofreplacements.
H. RecycledContentofMaterials:
1. Providebuildingmaterialswithrecycledcontentsuchthatpost-consumerrecycledcontent
valueplushalfthepre-consumerrecycledcontentvalueconstitutesaminimumof30%of
thecostofmaterialsusedfortheProject,exclusiveofallMEPequipment,labor,and
deliverycosts.TheContractorshallmakeallattemptstomaximizetheprocurementof
materialswithrecycledcontent.
a. epost-consumerrecycledcontentvalueofamaterialshallbedeterminedbydividing
theweightofpost-consumerrecycledcontentbythetotalweightofthematerialand
multiplyingbythecostofthematerial.
b. Donotincludemechanicalandelectricalcomponentsinthecalculations.
c. Donotincludelaboranddeliverycostsinthecalculations.
d. RecycledcontentofmaterialsshallbedefinedaccordingtotheFederalTrade
Commission’s“GuidefortheUseofEnvironmentalMarketingClaims,”16CFR260.7(e).
e. Utilizeallon-siteexistingpavingmaterialsthatarescheduledfordemolitionas
granulatedfill,andincludethecostofthismaterialhaditbeenpurchasedinthe
calculationsforrecycledcontentvalue.
f. Thematerialsinthefollowinglistmustcontaintheminimumrecycledcontent
indicated:
Category MinimumRecycledContent
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Compost/mulch 100%post-consumer
AsphalticConcretePaving 25%post-consumer
Cast-in-PlaceConcrete 6%pre-consumer
CMU:GrayBlock 20%pre-consumer
SteelReinforcingBars 90%combined
StructuralSteelShapes 90%combined
SteelJoists 75%combined
SteelDeck 75%combined
SteelFabrications 60%combined
SteelStuds 30%combined
SteelRoofing 30%post-consumer
AluminumFabrications 35%combined
RigidInsulation 20%pre-consumer
Battinsulation 30%combined
I. BiobasedContent:
1. ForproductsdesignatedbytheUSDA’sBioPreferredprogram,provideproductsthatmeet
orexceedUSDArecommendationsforbiobasedcontent,solongasproductsmeetallother
performancerequirementsinVAmasterspecifications.Formoreinformationregardingthe
productcategoriescoveredbytheBioPreferredprogram,visithttp://www.biopreferred.gov
---END---
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SECTION019100
GENERALCOMMISSIONINGREQUIREMENTS
PART1-GENERAL
1.1COMMISSIONINGDESCRIPTION
A. ThisSection019100GENERALCOMMISSIONINGREQUIREMENTSshallformthebasisofthe
constructionphasecommissioningprocessandprocedures.TheCommissioningAgentshall
add,modify,andrefinethecommissioningprocedures,asapprovedbytheDepartmentof
VeteransAffairs(VA),tosuitfieldconditionsandactualmanufacturer'sequipment,incorporate
testdataandprocedureresults,andprovidedetailedschedulingforallcommissioningtasks.
B. Varioussectionsoftheprojectspecificationsrequireequipmentstartup,testing,andadjusting
services.Requirementsforstartup,testing,andadjustingservicesspecifiedintheDivision7,
Division21,Division22,Division23,Division26,Division27,Division28,andDivision31series
sectionsofthesespecificationsareintendedtobeprovidedincoordinationwiththe
commissioningservicesandarenotintendedtoduplicateservices.TheContractorshall
coordinatetheworkrequiredbyindividualspecificationsectionswiththecommissioning
servicesrequirementsspecifiedherein.
C. Whereindividualtesting,adjusting,orrelatedservicesarerequiredintheprojectspecifications
andnotspecificallyrequiredbythiscommissioningrequirementsspecification,thespecified
servicesshallbeprovidedandcopiesofdocumentation,asrequiredbythosespecificationsshall
besubmittedtotheVAandtheCommissioningAgenttobeindexedforfuturereference.
D. WheretrainingoreducationalservicesforVAarerequiredandspecifiedinothersectionsofthe
specifications,includingbutnotlimitedtoDivision7,Division8,Division21,Division22,Division
23,Division26,Division27,Division28,andDivision31seriessectionsofthespecification,these
servicesareintendedtobeprovidedinadditiontothetrainingandeducationalservices
specifiedherein.
E. Commissioningisasystematicprocessofverifyingthatthebuildingsystemsperform
interactivelyaccordingtotheconstructiondocumentsandtheVA’soperationalneeds.The
commissioningprocessshallencompassandcoordinatethesystemdocumentation,equipment
startup,controlsystemcalibration,testingandbalancing,performancetestingandtraining.
Commissioningduringtheconstructionandpost-occupancyphasesisintendedtoachievethe
followingspecificobjectivesaccordingtothecontractdocuments:
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1. Verifythattheapplicableequipmentandsystemsareinstalledinaccordancewiththe
contactdocumentsandaccordingtothemanufacturer'srecommendations.
2. Verifyanddocumentproperintegratedperformanceofequipmentandsystems.
3. VerifythatOperations&Maintenancedocumentationiscomplete.
4. Verifythatallcomponentsrequiringservicingcanbeaccessed,servicedandremoved
withoutdisturbingnearbycomponentsincludingducts,piping,cablingorwiring.
5. VerifythattheVA’soperatingpersonnelareadequatelytrainedtoenablethemtooperate,
monitor,adjust,maintain,andrepairbuildingsystemsinaneffectiveandenergy-efficient
manner.
6. Documentthesuccessfulachievementofthecommissioningobjectiveslistedabove.
F. Thecommissioningprocessdoesnottakeawayfromorreducetheresponsibilityofthe
Contractortoprovideafinishedandfullyfunctioningproduct.
1.2CONTRACTUALRELATIONSHIPS
A. Forthisconstructionproject,theDepartmentofVeteransAffairscontractswithaContractorto
provideconstructionservices.ThecontractsareadministeredbytheVAContractingOfficerand
theResidentEngineerasthedesignatedrepresentativeoftheContractingOfficer.Onthis
project,theauthoritytomodifythecontractinanywayisstrictlylimitedtotheauthorityofthe
ContractingOfficer.
B. Inthisproject,onlytwocontractpartiesarerecognizedandcommunicationsoncontractual
issuesarestrictlylimitedtoVAResidentEngineerandtheContractor.ItisthepracticeoftheVA
torequirethatcommunicationsbetweenotherpartiestothecontracts(Subcontractorsand
Vendors)beconductedthroughtheResidentEngineerandContractor.Itisalsothepracticeof
theVAthatcommunicationsbetweenotherpartiesoftheproject(CommissioningAgentand
Architect/Engineer)beconductedthroughtheResidentEngineer.
C. WholeBuildingCommissioningisaprocessthatreliesuponfrequentanddirect
communications,aswellascollaborationbetweenallpartiestotheconstructionprocess.Byits
nature,ahighlevelofcommunicationandcooperationbetweentheCommissioningAgentand
allotherparties(Architects,Engineers,Subcontractors,Vendors,thirdpartytestingagencies,
etc.)isessentialtothesuccessoftheCommissioningeffort.
D. Withthesefundamentalpracticesinmind,thecommissioningprocessdescribedhereinhas
beendevelopedtorecognizethat,intheexecutionoftheCommissioningProcess,the
CommissioningAgentmustdevelopeffectivemethodstocommunicatewitheverymemberof
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theconstructionteaminvolvedindeliveringcommissionedsystemswhilesimultaneously
respectingtheexclusivecontractauthorityoftheContractingOfficerandResident
Engineer.Thus,theproceduresoutlinedinthisspecificationmustbeexecutedwithinthe
followinglimitations:
1. Nocommunications(verbalorwritten)fromtheCommissioningAgentshallbedeemedto
constitutedirectionthatmodifiesthetermsofanycontractbetweentheDepartmentof
VeteransAffairsandtheContractor.
2. CommissioningIssuesidentifiedbytheCommissioningAgentwillbedeliveredtothe
ResidentEngineerandcopiedtothedesignatedCommissioningRepresentativesforthe
ContractorandsubcontractorsontheCommissioningTeamforinformationonlyinorderto
expeditethecommunicationprocess.Theseissuesmustbeunderstoodastheprofessional
opinionoftheCommissioningAgentandassuggestionsforresolution.
3. IntheeventthatanyCommissioningIssuesandsuggestedresolutionsaredeemedbythe
ResidentEngineertorequireeitheranofficialinterpretationoftheconstructiondocuments
orrequireamodificationofthecontractdocuments,theContractingOfficerorResident
Engineerwillissueanofficialdirectivetothiseffect.
4. AllpartiestotheCommissioningProcessshallbeindividuallyresponsibleforalertingthe
ResidentEngineerofanyissuesthattheydeemtoconstituteapotentialcontractchange
priortoactingontheseissues.
5. Authorityforresolutionormodificationofdesignandconstructionissuesrestssolelywith
theContractingOfficerorResidentEngineer,withappropriatetechnicalguidancefromthe
Architect/Engineerand/or
1.3RELATEDWORK
A. Section010000GENERALREQUIREMENTS.
B. Section013216.01ARCHITECTURALANDENGINEERINGCPMSCHEDULES
C. Section013323SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES
D. Section018111SUSTAINABNLEDESIGNREQUIREMENTS
E. Section210800COMMISSIONINGOFFIREPROTECTIONSYSTEMS.
F. Section220800COMMISSIONINGOFPLUMBINGSYSTEMS.
G. Section230800COMMISSIONINGOFHVACSYSTEMS.
H. Section260800COMMISSIONINGOFELECTRICALSYSTEMS.
I. Section270800COMMISSIONINGOFCOMMUNICATIONSSYSTEMS.
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J. Section280800COMMISSIONINGOFELECTRONICSAFETYANDSECURITYSYSTEMS.
1.4SUMMARY
A. ThisSectionincludesgeneralrequirementsthatapplytoimplementationofcommissioning
withoutregardtosystems,subsystems,andequipmentbeingcommissioned.
B. ThecommissioningactivitieshavebeendevelopedtosupporttheVArequirementstomeet
guidelinesforFederalLeadershipinEnvironmental,Energy,andEconomicPerformance.
C. ThecommissioningactivitieshavebeendevelopedtosupporttheGreenBuildingsInitiative’s
GreenGlobesratingprogramandtosupportdeliveryofprojectperformanceinaccordancewith
theVArequirementsdevelopedfortheproject.
1.5ACRONYMS
ListofAcronyms
Acronym Meaning
A/E Architect/EngineerDesignTeam
AHJ AuthorityHavingJurisdiction
ASHRAE AssociationSocietyforHeatingAirConditionandRefrigerationEngineers
BOD BasisofDesign
BSC BuildingSystemsCommissioning
CCTV ClosedCircuitTelevision
CD ConstructionDocuments
CMMS ComputerizedMaintenanceManagementSystem
CO ContractingOfficer(VA)
COR ContractingOfficer’sRepresentative(seealsoVA-RE)
COBie ConstructionOperationsBuildingInformationExchange
CPC ConstructionPhaseCommissioning
Cx Commissioning
CxA CommissioningAgent
CxM CommissioningManager
CxR CommissioningRepresentative
DPC DesignPhaseCommissioning
FPT FunctionalPerformanceTest
GBI-GG GreenBuildingInitiative-GreenGlobes
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ListofAcronyms
Acronym Meaning
HVAC Heating,Ventilation,andAirConditioning
LEED LeadershipinEnergyandEnvironmentalDesign
NC DepartmentofVeteransAffairsNationalCemetery
NCA DepartmentofVeteransAffairsNationalCemeteryAdministration
NEBB NationalEnvironmentalBalancingBureau
O&M Operations&Maintenance
OPR Owner’sProjectRequirements
PFC Pre-FunctionalChecklist
PFT Pre-FunctionalTest
SD SchematicDesign
SO SiteObservation
TAB TestAdjustandBalance
VA DepartmentofVeteransAffairs
VAMC VAMedicalCenter
VACFM VAOfficeofConstructionandFacilitiesManagement
VACO VACentralOffice
VAPM VAProjectManager
VA-RE VAResidentEngineer
USGBC UnitedStatesGreenBuildingCouncil
1.6DEFINITIONS
AcceptancePhaseCommissioning:Commissioningtasksexecutedaftermostconstructionhas
beencompleted,mostSiteObservationsandStaticTestshavebeencompletedandPre-
FunctionalTestinghasbeencompletedandaccepted.Themaincommissioningactivities
performedduringthisphaseareverificationthattheinstalledsystemsarefunctionalby
conductingSystemsFunctionalPerformancetestsandOwnerTraining.
Accuracy:Thecapabilityofaninstrumenttoindicatethetruevalueofameasuredquantity.
BackCheck:Abackcheckisaverificationthatanagreeduponsolutiontoadesigncomment
hasbeenadequatelyaddressedinasubsequentdesignreview
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BasisofDesign(BOD):TheEngineer’sBasisofDesigniscomprisedoftwocomponents:the
DesignCriteriaandtheDesignNarrative,thesedocumentsrecordtheconcepts,calculations,
decisions,andproductselectionsusedtomeettheOwner’sProjectRequirements(OPR)andto
satisfyapplicableregulatoryrequirements,standards,andguidelines.
Benchmarks:Benchmarksarethecomparisonofabuilding’senergyusagetoothersimilar
buildingsandtothebuildingitself..Forexample,ENERGYSTARPortfolioManagerisafrequently
usedandnationallyrecognizedbuildingenergybenchmarkingtool.
BuildingInformationModeling(BIM):BuildingInformationModelingisaparametricdatabase
whichallowsabuildingtobedesignedandconstructedvirtuallyin3D,andprovidesreports
bothin2Dviewsandasschedules.Thiselectronicinformationcanbeextractedandreusedfor
pre-populatingfacilitymanagementCMMSsystems.BuildingSystemsCommissioning(BSC):
NEBBacronymusedtodesignateitscommissioningprogram.
Calibrate:Theactofcomparinganinstrumentofunknownaccuracywithastandardofknown
accuracytodetect,correlate,report,oreliminatebyadjustmentanyvariationintheaccuracyof
thetestedinstrument.
CCTV:ClosedcircuitTelevision.Normallyusedforsecuritysurveillanceandalarmdetectionsas
partofaspecialelectricalsecuritysystem.
COBie:ConstructionOperationsBuildingInformationExchange(COBie)isanelectronicindustry
dataformatusedtotransferinformationdevelopedduringdesign,construction,and
commissioningintotheComputerMaintenanceManagementSystems(CMMS)usedtooperate
facilities.SeetheWholeBuildingDesignGuidewebsiteforfurtherinformation
(http://www.wbdg.org/resources/cobie.php)
Commissionability:Definesadesigncomponentorconstructionprocessthathasthenecessary
elementsthatwillallowasystemorcomponenttobeeffectivelymeasured,tested,operated
andcommissioned
CommissioningAgent(CxA):ThequalifiedCommissioningProfessionalwhoadministerstheCx
processbymanagingtheCxteamandoverseeingtheCommissioningProcess.WhereCxAis
usedinthisspecificationitmeanstheCommissioningAgent,membersofhisstafforappointed
membersofthecommissioningteam.NotethatLEEDusesthetermCommissioningAuthorityin
lieuofCommissioningAgent.
CommissioningChecklists:Listsofdataorinspectionstobeverifiedtoensurepropersystemor
componentinstallation,operation,andfunction.Verificationchecklistsaredevelopedandused
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duringallphasesofthecommissioningprocesstoverifythattheOwner’sProjectRequirements
(OPR)isbeingachieved.
CommissioningDesignReview:Thecommissioningdesignreviewisacollaborativereviewof
thedesignprofessionalsdesigndocumentsforitemspertainingtothefollowing:owner’sproject
requirements;basisofdesign;operabilityandmaintainability(O&M)includingdocumentation;
functionality;training;energyefficiency,controlsystems’sequenceofoperationsincluding
buildingautomationsystemfeatures;commissioningspecificationsandtheabilityto
functionallytestthesystems.
CommissioningIssue:AconditionidentifiedbytheCommissioningAgentorothermemberof
theCommissioningTeamthatadverselyaffectsthecommissionability,operability,
maintainability,orfunctionalityofasystem,equipment,orcomponent.Aconditionthatisin
conflictwiththeContractDocumentsand/orperformancerequirementsoftheinstalledsystems
andcomponents.(Seealso–CommissioningObservation).
CommissioningManager(CxM):AqualifiedindividualappointedbytheContractortomanage
thecommissioningprocessonbehalfoftheContractor.
CommissioningObservation:AnissueidentifiedbytheCommissioningAgentorothermember
oftheCommissioningTeamthatdoesnotconformtotheprojectOPR,contractdocumentsor
standardindustrybestpractices.(SeealsoCommissioningIssue)
CommissioningPlan:Adocumentthatoutlinesthecommissioningprocess,commissioning
scopeanddefinesresponsibilities,processes,schedules,andthedocumentationrequirements
oftheCommissioningProcess.
CommissioningProcess:Aqualityfocusedprocessforenhancingthedeliveryofaproject.The
processfocusesuponverifyinganddocumentingthatthefacilityandallofitssystems,
components,andassembliesareplanned,designed,installed,tested,canbeoperated,and
maintainedtomeettheOwner'sProjectRequirements.
CommissioningReport:Thefinalcommissioningdocumentwhichpresentsthecommissioning
processresultsfortheproject.Cxreportsincludeanexecutivesummary,thecommissioning
plan,issuelog,correspondence,andallappropriatechecksheetsandtestforms.
CommissioningRepresentative(CxR):Anindividualappointedbyasub-contractortomanage
thecommissioningprocessonbehalfofthesub-contractor.
CommissioningSpecifications:Thecontractdocumentsthatdetailtheobjective,scopeand
implementationofthecommissioningprocessasdevelopedintheCommissioningPlan.
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CommissioningTeam:Individualteammemberswhosecoordinatedactionsareresponsiblefor
implementingtheCommissioningProcess.
ConstructionPhaseCommissioning:Allcommissioningeffortsexecutedduringthe
constructionprocessafterthedesignphaseandpriortotheAcceptancePhaseCommissioning.
ContractDocuments(CD):Contractdocumentsincludedesignandconstructioncontracts,price
agreementsandprocedureagreements.ContractDocumentsalsoincludeallfinalandcomplete
drawings,specificationsandallapplicablecontractmodificationsorsupplements.
ConstructionPhaseCommissioning(CPC):Allcommissioningeffortsexecutedduringthe
constructionprocessafterthedesignphaseandpriortotheAcceptancePhaseCommissioning.
CoordinationDrawings:Drawingsshowingtheworkofalltradesthatareusedtoillustratethat
equipmentcanbeinstalledinthespaceallocatedwithoutcompromisingequipmentfunctionor
accessformaintenanceandreplacement.Thesedrawingsgraphicallyillustrateanddimension
manufacturers’recommendedmaintenanceclearances.Onmechanicalprojects,coordination
drawingsincludestructuralsteel,ductwork,majorpipingandelectricalconduitandshowthe
elevationsandlocationsoftheabovecomponents.
DataLogging:Themonitoringandrecordingoftemperature,flow,current,status,pressure,
etc.ofequipmentusingstand-alonedatarecorders.
DeferredSystemTest:Teststhatcannotbecompletedattheendoftheacceptancephasedue
toambientconditions,scheduleissuesorotherconditionspreventingtestingduringthenormal
acceptancetestingperiod.
Deficiency:See“CommissioningIssue”.
DesignCriteria:AlistingoftheVADesignCriteriaoutliningtheprojectdesignrequirements,
includingitssource.Theseareusedduringthedesignprocesstoshowthedesignelements
meettheOPR.
DesignIntent:TheoveralltermthatincludestheOPRandtheBOD.Itisadetailedexplanation
oftheideas,concepts,andcriteriathataredefinedbytheownertobeimportant.Thedesign
intentdocumentsareutilizedtoprovideawrittenrecordoftheseideas,conceptsandcriteria.
DesignNarrative:Awrittendescriptionoftheproposeddesignsolutionsthatsatisfythe
requirementsoftheOPR.
DesignPhaseCommissioning(DPC):Allcommissioningtasksexecutedduringthedesignphase
oftheproject.
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EnvironmentalSystems:Systemsthatuseacombinationofmechanicalequipment,airflow,
waterflowandelectricalenergytoprovideheating,ventilating,airconditioning,humidification,
anddehumidificationforthepurposeofhumancomfortorprocesscontroloftemperatureand
humidity.
ExecutiveSummary:AsectionoftheCommissioningreportthatreviewsthegeneraloutcome
oftheproject.Italsoincludesanyunresolvedissues,recommendationsfortheresolutionof
unresolvedissuesandalldeferredtestingrequirements.
Functionality:Thisdefinesadesigncomponentorconstructionprocesswhichwillallowa
systemorcomponenttooperateorbeconstructedinamannerthatwillproducetherequired
outcomeoftheOPR.
FunctionalTestProcedure(FTP):Awrittenprotocolthatdefinesmethods,steps,personnel,
andacceptancecriteriafortestsconductedoncomponents,equipment,assemblies,systems,
andinterfacesamongsystems.
IndustryAcceptedBestPractice:Adesigncomponentorconstructionprocessthathasachieved
industryconsensusforqualityperformanceandfunctionality.Refertothecurrenteditionofthe
NEBBDesignPhaseCommissioningHandbookforexamples.
InstallationVerification:Observationsorinspectionsthatconfirmthesystemorcomponent
hasbeeninstalledinaccordancewiththecontractdocumentsandtoindustryacceptedbest
practices.
IntegratedSystemTesting:IntegratedSystemsTestingproceduresentailtestingofmultiple
integratedsystemsperformancetoverifyproperfunctionalinterfacebetweensystems.Typical
IntegratedSystemsTestingincludesverifyingthatbuildingsystemsrespondproperlytolossof
utility,transfertoemergencypowersources,re-transferfromemergencypowersourceto
normalutilitysource;interfacebetweenHVACcontrolsandFireAlarmsystemsforequipment
shutdown,interfacebetweenFireAlarmsystemandelevatorcontrolsystemsforelevatorrecall
andshutdown;interfacebetweenFireAlarmSystemandSecurityAccessControlSystemsto
controlaccesstospacesduringfirealarmconditions;andothersimilartestsasdeterminedfor
eachspecificproject.
IssuesLog:Aformalandongoingrecordofproblemsorconcerns–andtheirresolution–that
havebeenraisedbymembersoftheCommissioningTeamduringthecourseofthe
CommissioningProcess.
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LessonsLearnedWorkshop:Aworkshopconductedtodiscussanddocumentprojectsuccesses
andidentifyopportunitiesforimprovementsforfutureprojects.
Maintainability:Adesigncomponentorconstructionprocessthatwillallowasystemor
componenttobeeffectivelymaintained.Thisincludesadequateroomforaccesstoadjustand
repairtheequipment.Maintainabilityalsoincludescomponentsthathavereadilyobtainable
repairpartsorservice.
ManualTest:Testingusinghand-heldinstruments,immediatecontrolsystemreadoutsor
directobservationtoverifyperformance(contrastedtoanalyzingmonitoreddatatakenover
timetomakethe‘observation’).
Owner’sProjectRequirements(OPR):Awrittendocumentthatdetailstheproject
requirementsandtheexpectationsofhowthebuildinganditssystemswillbeusedand
operated.Theseincludeprojectgoals,measurableperformancecriteria,costconsiderations,
benchmarks,successcriteria,andsupportinginformation.
PeerReview:Aformalin-depthreviewseparatefromthecommissioningreviewprocesses.The
levelofeffortandintensityismuchgreaterthanatypicalcommissioningfacilitationorextended
commissioningreview.TheVAusuallyhiresanindependentthird-party(calledtheIDIQA/E)to
conductpeerreviews.
Precision:Theabilityofaninstrumenttoproducerepeatablereadingsofthesamequantity
underthesameconditions.Theprecisionofaninstrumentreferstoitsabilitytoproducea
tightlygroupedsetofvaluesaroundthemeanvalueofthemeasuredquantity.
Pre-DesignPhaseCommissioning:Commissioningtasksperformedpriortothecommencement
ofdesignactivitiesthatincludesprojectprogrammingandthedevelopmentofthe
commissioningprocessfortheproject
Pre-FunctionalChecklist(PFC):Aformusedbythecontractortoverifythatappropriate
componentsareonsite,correctlyinstalled,setup,calibrated,functionalandreadyforfunctional
testing.
Pre-FunctionalTest(PFT):Aninspectionortestthatisdonebeforefunctionaltesting.PFT’s
includeinstallationverificationandsystemandcomponentstartuptests.
ProcedureorProtocol:Adefinedapproachthatoutlinestheexecutionofasequenceofworkor
operations.Proceduresareusedtoproducerepeatableanddefinedresults.
Range:Theupperandlowerlimitsofaninstrument’sabilitytomeasurethevalueofaquantity
forwhichtheinstrumentiscalibrated.
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Resolution:ThiswordhastwomeaningsintheCxProcess.Thefirstreferstothesmallest
changeinameasuredvariablethataninstrumentcandetect.Thesecondreferstothe
implementationofactionsthatcorrectatestedorobserveddeficiency.
SiteObservationVisit:On-siteinspectionsandobservationsmadebytheCommissioningAgent
forthepurposeofverifyingcomponent,equipment,andsysteminstallation,toobserve
contractortesting,equipmentstart-upprocedures,orotherpurposes.
SiteObservationReports(SO):Reportsofsiteinspectionsandobservationsmadebythe
CommissioningAgent.Observationreportsareintendedtoprovideearlyindicationofan
installationissuewhichwillneedcorrectionoranalysis.
SpecialSystemInspections:Inspectionsrequiredbyalocalcodeauthoritypriortooccupancy
andarenotnormallyapartofthecommissioningprocess.
StaticTests:Testsorinspectionsthatvalidateaspecifiedstaticconditionsuchaspressure
testing.Statictestsmaybespecificationorcodeinitiated.
StartUpTests:Teststhatvalidatethecomponentorsystemisreadyforautomaticoperationin
accordancewiththemanufacturesrequirements.
SystemsManual:Asystem-focusedcompositedocumentthatincludesallinformationrequired
fortheownersoperatorstooperatethesystems.
TestProcedure:Awrittenprotocolthatdefinesmethods,personnel,andexpectationsfortests
conductedoncomponents,equipment,assemblies,systems,andinterfacesamongsystems.
Testing:Theuseofspecializedandcalibratedinstrumentstomeasureparameterssuchas:
temperature,pressure,vaporflow,airflow,fluidflow,rotationalspeed,electrical
characteristics,velocity,andotherdatainordertodetermineperformance,operation,or
function.
Testing,Adjusting,andBalancing(TAB):Asystematicprocessorserviceappliedtoheating,
ventilatingandair-conditioning(HVAC)systemsandotherenvironmentalsystemstoachieve
anddocumentairandhydronicflowrates.Thestandardsandproceduresforprovidingthese
servicesarereferredtoas“Testing,Adjusting,andBalancing”andaredescribedinthe
ProceduralStandardsfortheTesting,AdjustingandBalancingofEnvironmentalSystems,
publishedbyNEBBorAABC.
ThermalScans:ThermographicpicturestakenwithanInfraredThermographicCamera.
Thermographicpicturesshowtherelativetemperaturesofobjectsandsurfacesandareusedto
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identifyleaks,thermalbridging,thermalintrusion,electricaloverloadconditions,moisture
containment,andinsulationfailure.
TrainingPlan:Awrittendocumentthatdetails,inoutlineformtheexpectationsoftheoperator
training.Trainingagendasshouldincludeinstructiononhowtoobtainservice,operate,startup,
shutdownandmaintainallsystemsandcomponentsoftheproject.
Trending:Monitoringoveraperiodoftimewiththebuildingautomationsystem.
UnresolvedCommissioningIssue:AnyCommissioningIssuethat,atthetimethattheFinal
ReportortheAmendedFinalReportisissuedthathasnotbeeneitherresolvedbythe
constructionteamoracceptedbytheVA.Validation:Theprocessbywhichworkisverifiedas
completeandoperatingcorrectly:
1. Firstpartyvalidationoccurswhenafirmorindividualverifyingthetaskisthesamefirmor
individualperformingthetask.
2. Secondpartyvalidationoccurswhenthefirmorindividualverifyingthetaskisunderthe
controlofthefirmperformingthetaskorhasotherpossibilitiesoffinancialconflictsof
interestintheresolution(Architects,Designers,GeneralContractorsandThirdTier
SubcontractorsorVendors).
3. Thirdpartyvalidationoccurswhenthefirmverifyingthetaskisnotassociatedwithorunder
controlofthefirmperformingordesigningthetask.
Verification:Theprocessbywhichspecificdocuments,components,equipment,assemblies,
systems,andinterfacesamongsystemsareconfirmedtocomplywiththecriteriadescribedin
theOwner’sProjectRequirements.
WarrantyPhaseCommissioning:Commissioningeffortsexecutedafteraprojecthasbeen
completedandacceptedbytheOwner.WarrantyPhaseCommissioningincludesfollow-upon
verificationofsystemperformance,measurementandverificationtasksandassistancein
identifyingwarrantyissuesandenforcingwarrantyprovisionsoftheconstructioncontract.
WarrantyVisit:Acommissioningmeetingandsitereviewwherealloutstandingwarrantyissues
anddeferredtestingisreviewedanddiscussed.
WholeBuildingCommissioning:CommissioningofbuildingsystemssuchasBuildingEnvelope,
HVAC,Electrical,SpecialElectrical(FireAlarm,Security&Communications),PlumbingandFire
Protectionasdescribedinthisspecification.
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1.7SYSTEMSTOBECOMMISSIONED
A. Commissioningofasystemorsystemsspecifiedforthisprojectispartoftheconstruction
process.Documentationandtestingofthesesystems,aswellastrainingoftheVA’sOperation
andMaintenancepersonnel,isrequiredincooperationwiththeVAandtheCommissioning
Agent.
B. Thefollowingsystemswillbecommissionedaspartofthisproject:
SystemsToBeCommissioned
System Description
Specialties
PatientBedServiceWalls Medicalgascertificationandcrosscheck,electrical
connections
FireSuppression
FireSprinklerSystems Wetpipesystem,drypipesystem,pre-actionsystem,special
agentsystems
Plumbing
GeneralServiceAirSystems Packagedcompressorsystems,airdryers,filtration
MedicalAirSystems Packagedmedicalaircompressorunits.Outletcertification,
cross-connectionverification
MedicalVacuumSystems Packagedmedicalvacuumunits,outletcertification,cross-
connectionverification
MedicalGasSystems(other
thanMedicalAirSystems)
Medicalgas(oxygen,nitrogen,nitrousoxide,etc.)
tank/manifoldsystems,outletcertification,cross-connection
verification
HVAC
NoiseandVibrationControl NoiseandvibrationlevelsforcriticalequipmentsuchasAir
Handlers,Chillers,CoolingTowers,Boilers,Generators,etc.
willbecommissionedaspartofthesystemcommissioning
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SystemsToBeCommissioned
System Description
DirectDigitalControl
System**
OperatorInterfaceComputer,OperatorWorkStation
(includinggraphics,pointmapping,trends,alarms),Network
CommunicationsModulesandWiring,IntegrationPanels.
[DDCControlpanelswillbecommissionedwiththesystems
controlledbythepanel]
ChilledWaterSystem** Chillers(centrifugal,rotaryscrew,air-cooled),pumps(primary,
secondary,variableprimary),VFDsassociatedwithchilled
watersystemcomponents,DDCControlPanels(including
integrationwithBuildingControlSystem)
Steam/HeatingHotWater
System**
Boilers,boilerfeedwatersystem,economizers/heatrecovery
equipment,condensaterecovery,watertreatment,boilerfuel
system,controls,interfacewithfacilityDDCsystem.
HVACAirHandling
Systems**
AirhandlingUnits,packagedrooftopAHU,OutdoorAir
conditioningunits,humidifiers,DDCcontrolpanels
HVACVentilation/Exhaust
Systems
Generalexhaust,toiletexhaust,laboratoryexhaust,isolation
exhaust,roompressurizationcontrolsystems
HVACTerminalUnit
Systems**
VAVTerminalUnits,CAVterminalunits,fancoilunits,fin-tube
radiation,unitheaters
DecentralizedUnitaryHVAC
Systems*
Split-systemHVACsystems,controls,interfacewithfacility
DDC
UnitaryHeatPump
Systems**
Water-sourceheatpumps,controls,interfacewithfacilityDDC
HumidityControlSystems Humidifiers,de-humidifiers,controls,interfacewithfacility
DDC
HydronicDistribution
Systems
Pumps,DDCcontrolpanels,heatexchangers,
Electrical
Grounding&Bonding
Systems
Witness3rdpartytesting,reviewreports
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SystemsToBeCommissioned
System Description
Low-VoltageDistribution
System
Normalpowerdistributionsystem,Life-safetypower
distributionsystem,criticalpowerdistributionsystem,
equipmentpowerdistributionsystem,switchboards,
distributionpanels,panelboards,verifybreakertestingresults
(injectioncurrent,etc)
Lighting&Lighting
Control**Systems
Emergencylighting,occupancysensors,lightingcontrol
systems,architecturaldimmingsystems,theatricaldimming
systems,exteriorlightingandcontrols
Communications
Grounding&Bonding
System
Witness3rdpartytesting,reviewreports
StructuredCablingSystem Witness3rdpartytesting,reviewreports
PublicAddress&Mass
NotificationSystems
Witness3rdpartytesting,reviewreports
Intercom&Program
Systems
Witness3rdpartytesting,reviewreports
NurseCall&CodeBlue
Systems
Witness3rdpartytesting,reviewreports
SecurityEmergencyCall
Systems
Witness3rdpartytesting,reviewreports
ElectronicSafetyandSecurity
Grounding&Bonding Witness3rdpartytesting,reviewreports
PhysicalAccessControl
Systems
Witness3rdpartytesting,reviewreports
AccessControlSystems Witness3rdpartytesting,reviewreports
SecurityAccessDetection
Systems
Witness3rdpartytesting,reviewreports
VideoSurveillanceSystem Witness3rdpartytesting,reviewreports
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SystemsToBeCommissioned
System Description
ElectronicPersonal
ProtectionSystem
Witness3rdpartytesting,reviewreports
FireDetectionandAlarm
System
100%deviceacceptancetesting,batterydraw-downtest,
verifysystemmonitoring,verifyinterfacewithothersystems.
RenewableEnergySources
SiteUtilities
Transportation
ActiveTrafficBarrier
Systems
Witness3rdpartytesting
IntegratedSystemsTests
FireAlarmResponse IntegratedSystemResponsetoFireAlarmConditionand
ReturntoNormal
TableNotes
**DenotessystemsthatLEEDrequirestobecommissionedtocomplywiththeLEED
FundamentalCommissioningpre-requisite.
1.8COMMISSIONINGTEAM
A. Thecommissioningteamshallconsistof,butnotbelimitedto,representativesofContractor,
includingProjectSuperintendentandsubcontractors,installers,schedulers,suppliers,and
specialistsdeemedappropriatebytheDepartmentofVeteransAffairs(VA)andCommissioning
Agent.
B. MembersAppointedbyContractor:
1. Contractor’CommissioningManager:Thedesignatedperson,company,orentitythatplans,
schedulesandcoordinatesthecommissioningactivitiesfortheconstructionteam.
2. Contractor’sCommissioningRepresentative(s):Individual(s),eachhavingauthoritytoacton
behalfoftheentityheorsherepresents,explicitlyorganizedtoimplementthe
commissioningprocessthroughcoordinatedactions.
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C. MembersAppointedbyVA:
1. CommissioningAgent:Thedesignatedperson,company,orentitythatplans,schedules,
andcoordinatesthecommissioningteamtoimplementthecommissioningprocess.TheVA
willengagetheCxAunderaseparatecontract.
2. User:Representativesofthefacilityuserandoperationandmaintenancepersonnel.
3. A/E:RepresentativeoftheArchitectandengineeringdesignprofessionals.
1.9VA'SCOMMISSIONINGRESPONSIBILITIES
A. Appointanindividual,companyorfirmtoactastheCommissioningAgent.
B. Assignoperationandmaintenancepersonnelandschedulethemtoparticipatein
commissioningteamactivitiesincluding,butnotlimitedto,thefollowing:
1. Coordinationmeetings.
2. Traininginoperationandmaintenanceofsystems,subsystems,andequipment.
3. Testingmeetings.
4. WitnessandassistinSystemsFunctionalPerformanceTesting.
5. Demonstrationofoperationofsystems,subsystems,andequipment.
C. ProvidetheConstructionDocuments,preparedbyArchitectandapprovedbyVA,tothe
CommissioningAgentandforuseinmanagingthecommissioningprocess,developingthe
commissioningplan,systemsmanuals,andreviewingtheoperationandmaintenancetraining
plan.
1.10CONTRACTOR'SCOMMISSIONINGRESPONSIBILITIES
A. TheContractorshallassignaCommissioningManagertomanagecommissioningactivitiesofthe
Contractor,andsubcontractors.
B. TheContractorshallensurethatthecommissioningresponsibilitiesoutlinedinthese
specificationsareincludedinallsubcontractsandthatsubcontractorscomplywiththe
requirementsofthesespecifications.
C. TheContractorshallensurethateachinstallingsubcontractorshallassignrepresentativeswith
expertiseandauthoritytoactonbehalfofthesubcontractorandschedulethemtoparticipate
inandperformcommissioningteamactivitiesincluding,butnotlimitedto,thefollowing:
1. Participateincommissioningcoordinationmeetings.
2. Conductoperationandmaintenancetrainingsessionsinaccordancewithapprovedtraining
plans.
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3. VerifythatWorkiscompleteandsystemsareoperationalaccordingtotheContract
Documents,includingcalibrationofinstrumentationandcontrols.
4. Evaluatecommissioningissuesandcommissioningobservationsidentifiedinthe
CommissioningIssuesLog,fieldreports,testreportsorothercommissioningdocuments.In
collaborationwithentityresponsibleforsystemandequipmentinstallation,recommend
correctiveaction.
5. Reviewandcommentoncommissioningdocumentation.
6. ParticipateinmeetingstocoordinateSystemsFunctionalPerformanceTesting.
7. Providescheduleforoperationandmaintenancedatasubmittals,equipmentstartup,and
testingtoCommissioningAgentforincorporationintothecommissioningplan.
8. ProvideinformationtotheCommissioningAgentfordevelopingcommissioningplan.
9. ParticipateintrainingsessionsforVA'soperationandmaintenancepersonnel.
10.Providetechnicianswhoarefamiliarwiththeconstructionandoperationofinstalled
systemsandwhoshalldevelopspecifictestprocedurestoconductSystemsFunctional
PerformanceTestingofinstalledsystems.
1.11COMMISSIONINGAGENT’SRESPONSIBILITIES
A. Organizeandleadthecommissioningteam.
B. Preparethecommissioningplan.SeeParagraph1.11-AofthisspecificationSectionforfurther
information.
C. ReviewandcommentonselectedsubmittalsfromtheContractorforgeneralconformancewith
theConstructionDocuments.Reviewandcommentontheabilitytotestandoperatethe
systemand/orequipment,includingprovidinggages,controlsandothercomponentsrequired
tooperate,maintain,andtestthesystem.Reviewandcommentonperformanceexpectations
ofsystemsandequipmentandinterfacesbetweensystemsrelatingtotheConstruction
Documents.
D. Atthebeginningoftheconstructionphase,conductaninitialconstructionphasecoordination
meetingforthepurposeofreviewingthecommissioningactivitiesandestablishingtentative
schedulesforoperationandmaintenancesubmittals;operationandmaintenancetraining
sessions;TABWork;Pre-FunctionalChecklists,SystemsFunctionalPerformanceTesting;and
projectcompletion.
E. Convenecommissioningteammeetingsforthepurposeofcoordination,communication,and
conflictresolution;discussstatusofthecommissioningprocesses.Responsibilitiesinclude
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arrangingforfacilities,preparingagendaandattendancelists,andnotifyingparticipants.The
CommissioningAgentshallprepareanddistributeminutestocommissioningteammembers
andattendeeswithinfiveworkdaysofthecommissioningmeeting.
F. Observeconstructionandreportprogress,observationsandissues.Observesystemsand
equipmentinstallationforadequateaccessibilityformaintenanceandcomponentreplacement
orrepair,andforgeneralconformancewiththeConstructionDocuments.
G. PrepareProjectspecificPre-FunctionalChecklistsandSystemsFunctionalPerformanceTest
procedures.
H. CoordinateSystemsFunctionalPerformanceTestingschedulewiththeContractor.
I. Witnessselectedsystemsstartups.
J. VerifyselectedPre-FunctionalChecklistscompletedandsubmittedbytheContractor.
K. WitnessanddocumentSystemsFunctionalPerformanceTesting.
L. Compiletestdata,inspectionreports,andcertificatesandincludetheminthesystemsmanual
andcommissioningreport.
M. Reviewandcommentonoperationandmaintenance(O&M)documentationandsystems
manualoutlineforcompliancewiththeContractDocuments.Operationandmaintenance
documentationrequirementsarespecifiedinParagraph1.25,Section010000GENERAL
REQUIREMENTS.
N. ReviewoperationandmaintenancetrainingprogramdevelopedbytheContractor.Verify
trainingplansprovidequalifiedinstructorstoconductoperationandmaintenancetraining.
O. PreparecommissioningFieldObservationReports.
P. PreparetheFinalCommissioningReport.
Q. Returntothesiteat10monthsintothe12monthwarrantyperiodandreviewwithfacilitystaff
thecurrentbuildingoperationandtheconditionofoutstandingissuesrelatedtotheoriginal
andseasonalSystemsFunctionalPerformanceTesting.Alsointerviewfacilitystaffandidentify
problemsorconcernstheyhaveoperatingthebuildingasoriginallyintended.Makesuggestions
forimprovementsandforrecordingthesechangesintheO&Mmanuals.Identifyareasthatmay
comeunderwarrantyorundertheoriginalconstructioncontract.Assistfacilitystaffin
developingreports,documentsandrequestsforservicestoremedyoutstandingproblems.
R. Assemblethefinalcommissioningdocumentation,includingtheFinalCommissioningReport
andAddendumtotheFinalCommissioningReport.
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1.12COMMISSIONINGDOCUMENTATION
A. CommissioningPlan:Adocument,preparedbyCommissioningAgent,thatoutlinesthe
schedule,allocationofresources,anddocumentationrequirementsofthecommissioning
process,andshallinclude,butisnotlimited,tothefollowing:
1. Planfordeliveryandreviewofsubmittals,systemsmanuals,andotherdocumentsand
reports.Identificationoftherelationshipofthesedocumentstootherfunctionsanda
detaileddescriptionofsubmittalsthatarerequiredtosupportthecommissioning
processes.Submittaldatesshallincludethelatestdateapprovedsubmittalsmustbe
receivedwithoutadverselyaffectingcommissioningplan.
2. Descriptionoftheorganization,layout,andcontentofcommissioningdocumentation
(includingsystemsmanual)andadetaileddescriptionofdocumentstobeprovidedalong
withidentificationofresponsibleparties.
3. Identificationofsystemsandequipmenttobecommissioned.
4. ScheduleofCommissioningCoordinationmeetings.
5. Identificationofitemsthatmustbecompletedbeforethenextoperationcanproceed.
6. Descriptionofresponsibilitiesofcommissioningteammembers.
7. Descriptionofobservationstobemade.
8. Descriptionofrequirementsforoperationandmaintenancetraining.
9. Scheduleforcommissioningactivitieswithdatescoordinatedwithoverallconstruction
schedule.
10.ProcessandschedulefordocumentingchangesonacontinuousbasistoappearinProject
RecordDocuments.
11.Processandscheduleforcompletingprestartandstartupchecklistsforsystems,subsystems,
andequipmenttobeverifiedandtested.
12.PreliminarySystemsFunctionalPerformanceTestprocedures.
B. SystemsFunctionalPerformanceTestProcedures:TheCommissioningAgentwilldevelop
SystemsFunctionalPerformanceTestProceduresforeachsystemtobecommissioned,
includingsubsystems,orequipmentandinterfacesorinterlockswithothersystems.Systems
FunctionalPerformanceTestProcedureswillincludeaseparateentry,withspaceforcomments,
foreachitemtobetested.PreliminarySystemsFunctionalPerformanceTestProcedureswillbe
providedtotheVA,Architect/Engineer,andContractorforreviewandcomment.TheSystems
PerformanceTestProcedurewillincludetestproceduresforeachmodeofoperationand
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providespacetoindicatewhetherthemodeundertestrespondedasrequired.EachSystem
FunctionalPerformanceTestprocedure,regardlessofsystem,subsystem,orequipmentbeing
tested,shallinclude,butnotbelimitedto,thefollowing:
1. Nameandidentificationcodeoftestedsystem.
2. Testnumber.
3. Timeanddateoftest.
4. Indicationofwhethertherecordisforafirsttestorretestfollowingcorrectionofaproblem
orissue.
5. Datedsignaturesofthepersonperformingtestandofthewitness,ifapplicable.
6. Individualspresentfortest.
7. ObservationsandIssues.
8. Issuenumber,ifany,generatedastheresultoftest.
C. Pre-FunctionalChecklists:TheCommissioningAgentwillpreparePre-FunctionalChecklists.Pre-
FunctionalChecklistsshallbecompletedandsignedbytheContractor,verifyingthatsystems,
subsystems,equipment,andassociatedcontrolsarereadyfortesting.TheCommissioning
AgentwillspotcheckPre-FunctionalCheckliststoverifyaccuracyandreadinessfortesting.
InaccurateorincompletePre-FunctionalChecklistsshallbereturnedtotheContractorfor
correctionandresubmission.
D. TestandInspectionReports:TheCommissioningAgentwillrecordtestdata,observations,and
measurementsonSystemsFunctionalPerformanceTestProcedure.Thereportwillalsoinclude
recommendationforsystemacceptanceornon-acceptance.Photographs,forms,andother
meansappropriatefortheapplicationshallbeincludedwithdata.CommissioningAgentWill
compiletestandinspectionreportsandtestandinspectioncertificatesandincludethemin
systemsmanualandcommissioningreport.
E. CorrectiveActionDocuments:TheCommissioningAgentwilldocumentcorrectiveactiontaken
forsystemsandequipmentthatfailtests.Thedocumentationwillincludeanyrequired
modificationstosystemsandequipmentand/orrevisionstotestprocedures,ifany.The
CommissioningAgentwillwitnessanddocumentanyretestingofsystemsand/orequipment
requiringcorrectiveactionanddocumentretestresults.
F. CommissioningIssuesLog:TheCommissioningAgentwillprepareandmaintainCommissioning
IssuesLogthatdescribesCommissioningIssuesandCommissioningObservationsthatare
identifiedduringtheCommissioningprocess.Theseobservationsandissuesinclude,butarenot
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limitedto,thosethatareatvariancewiththeContractDocuments.TheCommissioningIssues
Logwillidentifyandtrackissuesastheyareencountered,thepartyresponsibleforresolution,
progresstowardresolution,anddocumenthowtheissuewasresolved.TheMaster
CommissioningIssuesLogwillalsotrackthestatusofunresolvedissues.
1. CreatinganCommissioningIssuesLogEntry:
a. Identifytheissuewithuniquenumericoralphanumericidentifierbywhichtheissue
maybetracked.
b. Assignadescriptivetitlefortheissue.
c. Identifydateandtimeoftheissue.
d. Identifytestnumberoftestbeingperformedatthetimeoftheobservation,if
applicable,forcrossreference.
e. Identifysystem,subsystem,andequipmenttowhichtheissueapplies.
f. Identifylocationofsystem,subsystem,andequipment.
g. Includeinformationthatmaybehelpfulindiagnosingorevaluatingtheissue.
h. Noterecommendedcorrectiveaction.
i. Identifycommissioningteammemberresponsibleforcorrectiveaction.
j. Identifyexpecteddateofcorrection.
k. Identifypersonthatidentifiedtheissue.
2. DocumentingIssueResolution:
a. Logdatecorrectioniscompletedortheissueisresolved.
b. Describecorrectiveactionorresolutiontaken.Includedescriptionofdiagnosticsteps
takentodeterminerootcauseoftheissue,ifany.
c. IdentifychangestotheContractDocumentsthatmayrequireaction.
d. Statethatcorrectionwascompletedandsystem,subsystem,andequipmentareready
forretest,ifapplicable.
e. Identifyperson(s)whocorrectedorresolvedtheissue.
f. Identifyperson(s)verifyingtheissueresolution.
G. FinalCommissioningReport:TheCommissioningAgentwilldocumentresultsofthe
commissioningprocess,includingunresolvedissues,andperformanceofsystems,subsystems,
andequipment.TheCommissioningReportwillindicatewhethersystems,subsystems,and
equipmenthavebeenproperlyinstalledandareperformingaccordingtotheContract
Documents.ThisreportwillbeusedbytheDepartmentofVeteransAffairswhendetermining
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thatsystemswillbeaccepted.Thisreportwillbeusedtoevaluatesystems,subsystems,and
equipmentandwillserveasafuturereferencedocumentduringVAoccupancyandoperation.
ItshalldescribecomponentsandperformancethatexceedrequirementsoftheContract
DocumentsandthosethatdonotmeetrequirementsoftheContractDocuments.The
commissioningreportwillinclude,butisnotlimitedto,thefollowing:
1. Listsandexplanationsofsubstitutions;compromises;varianceswiththeContract
Documents;recordofconditions;and,ifappropriate,recommendationsforresolution.
DesignNarrativedocumentationmaintainedbytheCommissioningAgent.
2. Commissioningplan.
3. Pre-FunctionalChecklistscompletedbytheContractor,withannotationofthe
CommissioningAgentreviewandspotcheck.
4. SystemsFunctionalPerformanceTestProcedures,withannotationoftestresultsandtest
completion.
5, CommissioningIssuesLog.
6. Listingofdeferredandoffseasontest(s)notperformed,includingtheschedulefortheir
completion.
H. AddendumtoFinalCommissioningReport:TheCommissioningAgentwillpreparean
AddendumtotheFinalCommissioningReportneartheendoftheWarrantyPeriod.The
Addendumwillindicatewhethersystems,subsystems,andequipmentarecompleteand
continuetoperformaccordingtotheContractDocuments.TheAddendumtotheFinal
CommissioningReportshallinclude,butisnotlimitedto,thefollowing:
1. Documentationofdeferredandoffseasontest(s)results.
2. CompletedSystemsFunctionalPerformanceTestProceduresforoffseasontest(s).
3. Documentationthatunresolvedsystemperformanceissueshavebeenresolved.
4. UpdatedCommissioningIssuesLog,includingstatusofunresolvedissues.
5. IdentificationofpotentialWarrantyClaimstobecorrectedbytheContractor.
I. SystemsManual:TheCommissioningAgentwillgatherrequiredinformationandcompilethe
SystemsManual.TheSystemsManualwillinclude,butisnotlimitedto,thefollowing:
1. DesignNarrative,includingsystemnarratives,schematics,single-linediagrams,flow
diagrams,equipmentschedules,andchangesmadethroughouttheProject.
2. ReferencetoFinalCommissioningPlan.
3. ReferencetoFinalCommissioningReport.
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4. ApprovedOperationandMaintenanceDataassubmittedbytheContractor.
1.13SUBMITTALS
A. PreliminaryCommissioningPlanSubmittal:TheCommissioningAgenthasprepareda
PreliminaryCommissioningPlanbasedonthefinalConstructionDocuments.ThePreliminary
CommissioningPlanisincludedasanAppendixtothisspecificationsection.ThePreliminary
CommissioningPlanisprovidedforinformationonly.Itcontainspreliminaryinformationabout
thefollowingcommissioningactivities:
1. TheCommissioningTeam:Alistofcommissioningteammembersbyorganization.
2. Systemstobecommissioned.Adetailedlistofsystemstobecommissionedfortheproject.
Thislistalsoprovidespreliminaryinformationonsystems/equipmentsubmittalstobe
reviewedbytheCommissioningAgent;preliminaryinformationonPre-FunctionalChecklists
thataretobecompleted;preliminaryinformationonSystemsPerformanceTesting,
includinginformationontestingsamplesize(whereauthorizedbytheVA).
3. CommissioningTeamRolesandResponsibilities:Preliminaryrolesandresponsibilitiesfor
eachCommissioningTeammember.
4. CommissioningDocuments:Apreliminarylistofcommissioning-relateddocuments,include
identificationofthepartiesresponsibleforpreparation,review,approval,andactionon
eachdocument.
5. CommissioningActivitiesSchedule:IdentificationofCommissioningActivities,including
SystemsFunctionalTesting,theexpecteddurationandpredecessorsfortheactivity.
6. Pre-FunctionalChecklists:PreliminaryPre-FunctionalChecklistsforequipment,
components,subsystems,andsystemstobecommissioned.ThesePreliminaryPre-
FunctionalChecklistsprovideguidanceonthelevelofdetailedinformationtheContractor
shallincludeonthefinalsubmission.
7. SystemsFunctionalPerformanceTestProcedures:Preliminarystep-by-stepSystem
FunctionalPerformanceTestProcedurestobeusedduringSystemsFunctionalPerformance
Testing.ThesePreliminarySystemsFunctionalPerformanceproceduresprovide
informationontheleveloftestingrigor,andthelevelofContractorsupportrequiredduring
performanceofsystem’stesting.
B. FinalCommissioningPlanSubmittal:BasedontheFinalConstructionDocumentsandthe
Contractor’sprojectteam,theCommissioningAgentwillpreparetheFinalCommissioningPlan
asdescribedinthissection.TheCommissioningAgentwillsubmitthreehardcopiesandthree
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setsofelectronicfilesofFinalCommissioningPlan.TheContractorshallreviewthe
CommissioningPlanandprovideanycommentstotheVA.TheCommissioningAgentwill
incorporatereviewcommentsintotheFinalCommissioningPlanasdirectedbytheVA.
C. SystemsFunctionalPerformanceTestProcedure:TheCommissioningAgentwillsubmit
preliminarySystemsFunctionalPerformanceTestProcedurestotheContractor,andtheVAfor
reviewandcomment.TheContractorshallreturnreviewcommentstotheVAandthe
CommissioningAgent.TheVAwillalsoreturnreviewcommentstotheCommissioningAgent.
TheCommissioningAgentwillincorporatereviewcommentsintotheFinalSystemsFunctional
TestProcedurestobeusedinSystemsFunctionalPerformanceTesting.
D. Pre-FunctionalChecklists:TheCommissioningAgentwillsubmitPre-FunctionalCheckliststobe
completedbytheContractor.
E. TestandInspectionReports:TheCommissioningAgentwillsubmittestandinspectionreports
totheVAwithcopiestotheContractorandtheArchitect/Engineer.
F. CorrectiveActionDocuments:TheCommissioningAgentwillsubmitcorrectiveaction
documentstotheVAResidentEngineerwithcopiestotheContractorandArchitect.
G. PreliminaryCommissioningReportSubmittal:TheCommissioningAgentwillsubmitthree
electroniccopiesofthepreliminarycommissioningreport.Oneelectroniccopy,withreview
comments,willbereturnedtotheCommissioningAgentforpreparationofthefinalsubmittal.
H. FinalCommissioningReportSubmittal:TheCommissioningAgentwillsubmitfoursetsof
electronicallyformattedinformationofthefinalcommissioningreporttotheVA.Thefinal
submittalwillincorporatecommentsasdirectedbytheVA.
I. DataforCommissioning:
1. TheCommissioningAgentwillrequestinwritingfromtheContractorspecificinformation
neededabouteachpieceofcommissionedequipmentorsystemtofulfillrequirementsof
theCommissioningPlan.
2. TheCommissioningAgentmayrequestfurtherdocumentationasisnecessaryforthe
commissioningprocessortosupportotherVAdatacollectionrequirements,including
ConstructionOperationsBuildingInformationExchange(COBIE),BuildingInformation
Modeling(BIM),etc.
1.14COMMISSIONINGPROCESS
A. TheCommissioningAgentwillberesponsiblefortheoverallmanagementofthecommissioning
processaswellascoordinatingschedulingofcommissioningtaskswiththeVAandthe
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Contractor.AsdirectedbytheVA,theContractorshallincorporateCommissioningtasks,
including,butnotlimitedto,SystemsFunctionalPerformanceTesting(includingpredecessors)
withtheMasterConstructionSchedule.
Specwriter’snote:CoordinatethenumberofdayslistedinthefollowingparagraphswiththeVAResidentEngineer.
B. Within//XX//daysofcontractaward,theContractorshalldesignateaspecificindividualasthe
CommissioningManager(CxM)tomanageandleadthecommissioningeffortonbehalfofthe
Contractor.TheCommissioningManagershallbethesinglepointofcontactand
communicationsforallcommissioningrelatedservicesbytheContractor.
C. WithinTHIRTY(30)daysofcontractaward,theContractorshallensurethateachsubcontractor
designatesspecificindividualsasCommissioningRepresentatives(CXR)toberesponsiblefor
commissioningrelatedtasks.TheContractorshallensurethedesignatedCommissioning
Representativesparticipateinthecommissioningprocessasteammembersproviding
commissioningtestingservices,equipmentoperation,adjustments,andcorrectionsifnecessary.
TheContractorshallensurethatallCommissioningRepresentativesshallhavesufficient
authoritytodirecttheirrespectivestafftoprovidetheservicesrequired,andtospeakonbehalf
oftheirorganizationsinallcommissioningrelatedcontractualmatters.
1.15QUALITYASSURANCE
A. InstructorQualifications:Factoryauthorizedservicerepresentativesshallbeexperiencedin
training,operation,andmaintenanceproceduresforinstalledsystems,subsystems,and
equipment.
B. TestEquipmentCalibration:TheContractorshallcomplywithtestequipmentmanufacturer's
calibrationproceduresandintervals.Recalibratetestinstrumentsimmediatelywhenever
instrumentshavebeenrepairedfollowingdamageordropping.Affixcalibrationtagstotest
instruments.Instrumentsshallhavebeencalibratedwithinsixmonthspriortouse.
1.16COORDINATION
A. Management:TheCommissioningAgentwillcoordinatethecommissioningactivitieswiththe
VAandContractor.TheCommissioningAgentwillsubmitcommissioningdocumentsand
informationtotheVA.Allcommissioningteammembersshallworktogethertofulfilltheir
contractedresponsibilitiesandmeettheobjectivesofthecontractdocuments.
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B. Scheduling:TheContractorshallworkwiththeCommissioningAgentandtheVAtoincorporate
thecommissioningactivitiesintotheconstructionschedule.TheCommissioningAgentwill
providesufficientinformation(including,butnotlimitedto,tasks,durationsandpredecessors)
oncommissioningactivitiestoallowtheContractorandtheVAtoschedulecommissioning
activities.Allpartiesshalladdressschedulingissuesandmakenecessarynotificationsinatimely
mannerinordertoexpeditetheprojectandthecommissioningprocess.TheContractorshall
updatetheMasterConstructionasdirectedbytheVA.
C. InitialScheduleofCommissioningEvents:TheCommissioningAgentwillprovidetheinitial
scheduleofprimarycommissioningeventsintheCommissioningPlanandatthecommissioning
coordinationmeetings.TheCommissioningPlanwillprovideaformatforthisschedule.As
constructionprogresses,moredetailedscheduleswillbedevelopedbytheContractorwith
informationfromtheCommissioningAgent.
D. CommissioningCoordinatingMeetings:TheCommissioningAgentwillconductperiodic
CommissioningCoordinationMeetingsofthecommissioningteamtoreviewstatusof
commissioningactivities,todiscussschedulingconflicts,andtodiscussupcomingcommissioning
processactivities.
E. PretestingMeetings:TheCommissioningAgentwillconductpretestmeetingsofthe
commissioningteamtoreviewstartupreports,Pre-FunctionalChecklistresults,Systems
FunctionalPerformanceTestingprocedures,testingpersonnelandinstrumentation
requirements.
F. SystemsFunctionalPerformanceTestingCoordination:TheContractorshallcoordinatetesting
activitiestoaccommodaterequiredqualityassuranceandcontrolserviceswithaminimumof
delayandtoavoidnecessityofremovingandreplacingconstructiontoaccommodatetesting
andinspecting.TheContractorshallcoordinatethescheduletimesfortests,inspections,
obtainingsamples,andsimilaractivities.
PART2-PRODUCTS
2.1TESTEQUIPMENT
A. TheContractorshallprovideallstandardandspecializedtestingequipmentrequiredtoperform
SystemsFunctionalPerformanceTesting.TestequipmentrequiredforSystemsFunctional
PerformanceTestingwillbeidentifiedinthedetailedSystemFunctionalPerformanceTest
ProcedurepreparedbytheCommissioningAgent.
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B. Dataloggingequipmentandsoftwarerequiredtotestequipmentshallbeprovidedbythe
Contractor.
C. Alltestingequipmentshallbeofsufficientqualityandaccuracytotestand/ormeasuresystem
performancewiththetolerancesspecifiedintheSpecifications.Ifnototherwisenoted,the
followingminimumrequirementsapply:Temperaturesensorsanddigitalthermometersshall
haveacertifiedcalibrationwithinthepastyeartoanaccuracyof0.5oC(1.0oF)andaresolution
of+or-0.1oC(0.2oF).Pressuresensorsshallhaveanaccuracyof+or-2.0%ofthevaluerange
beingmeasured(notfullrangeofmeter)andhavebeencalibratedwithinthelastyear.All
equipmentshallbecalibratedaccordingtothemanufacturer'srecommendedintervalsand
followinganyrepairstotheequipment.Calibrationtagsshallbeaffixedorcertificatesreadily
available.
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SECTION024100DEMOLITION
PART1-GENERAL
1.1DESCRIPTION:
Thissectionspecifiesdemolitionandremovalofportionsofbuildings,utilities,anddebris.
1.2RELATEDWORK:
A. SafetyRequirements:Section013526SafetyRequirementsArticle,ACCIDENTPREVENTION
PLAN(APP).
C. Disconnectingutilityservicespriortodemolition:Section010000,GENERALREQUIREMENTS.
D. ReserveditemsthataretoremainthepropertyoftheGovernment:Section010000,GENERAL
REQUIREMENTS.
E. AsbestosFloorTileandMasticAbatement:Section028213.19,ASBESTOSFLOORTILEAND
MASTICABATEMENT.
F. LeadPaint:Section028333.13,LEAD-BASEDPAINTREMOVALANDDISPOSAL.
G. ConstructionWasteManagement:Section017419CONSTRUCTIONWASTEMANAGEMENT.
I. InfectiousControl:Section010000,GENERALREQUIREMENTS,Article1.7,INFECTION
PREVENTIONMEASURES.
1.3PROTECTION:
A. Performdemolitioninsuchmannerastoeliminatehazardstopersonsandproperty;to
minimizeinterferencewithuseofadjacentareas,utilitiesandstructuresorinterruptionofuse
ofsuchutilities;andtoprovidefreepassagetoandfromsuchadjacentareasofstructures.
ComplywithrequirementsofGENERALCONDITIONSArticle,ACCIDENTPREVENTION.
B. Providesafeguards,includingwarningsigns,barricades,temporaryfences,warninglights,and
othersimilaritemsthatarerequiredforprotectionofallpersonnelduringdemolitionand
removaloperations.ComplywithrequirementsofSection010000,GENERALREQUIREMENTS,
ArticlePROTECTIONOFEXISTINGVEGETATION,STRUCTURES,EQUIPMENT,UTILITIESAND
IMPROVEMENTS.
C. Provideencloseddustchuteswithcontrolgatesfromeachfloortocarrydebristotruckbeds
andgovernflowofmaterialintotruck.Provideoverheadbridgesoftightboardorprefabricated
metalconstructionatdustchutestoprotectpersonsandpropertyfromfallingdebris.
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D. Preventspreadofflyingparticlesanddust.Sprinklerubbishanddebriswithwatertokeepdust
toaminimum.Donotusewaterifitresultsinhazardousorobjectionableconditionsuchas,but
notlimitedto;ice,flooding,orpollution.Vacuumanddusttheworkareadaily.
F. Inadditiontopreviouslylistedfireandsafetyrulestobeobservedinperformanceofwork,
includefollowing:
1. Nowallorpartofwallshallbepermittedtofalloutwardlyfromstructures.
2. Maintainatleastonestairwayineachstructureinusableconditiontohighestremaining
floor.Keepstairwayfreeofobstructionsanddebrisuntilthatlevelofstructurehasbeen
removed.
3. Whereveracuttingtorchorotherequipmentthatmightcauseafireisused,provideand
maintainfireextinguishersnearbyreadyforimmediateuse.Instructallpossibleusersinuse
offireextinguishers.
4. Keephydrantsclearandaccessibleatalltimes.Prohibitdebrisfromaccumulatingwithina
radiusof4500mm(15feet)offirehydrants.
G. Beforebeginninganydemolitionwork,theContractorshallsurveythesiteandexaminethe
drawingsandspecificationstodeterminetheextentofthework.Thecontractorshalltake
necessaryprecautionstoavoiddamagestoexistingitemstoremaininplace,tobereused,orto
remainthepropertyoftheMedicalCenter;anydamageditemsshallberepairedorreplacedas
approvedbytheResidentEngineer.TheContractorshallcoordinatetheworkofthissection
withallotherworkandshallconstructandmaintainshoring,bracing,andsupportsasrequired.
TheContractorshallensurethatstructuralelementsarenotoverloadedandshallbe
responsibleforincreasingstructuralsupportsoraddingnewsupportsasmayberequiredasa
resultofanycutting,removal,ordemolitionworkperformedunderthiscontract.Donot
overloadstructuralelements.Providenewsupportsandreinforcementforexistingconstruction
weakenedbydemolitionorremovalworks.Repairs,reinforcement,orstructuralreplacement
musthaveResidentEngineer’sapproval.
H. TheworkshallcomplywiththerequirementsofSection015719,TEMPORARY
ENVIRONMENTALCONTROLS.
I. TheworkshallcomplywiththerequirementsofSection010000,GENERALREQUIREMENTS,
Article1.7INFECTIONPREVENTIONMEASURES.
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1.4UTILITYSERVICES:
A. Demolishandremoveoutsideutilityservicelinesshowntoberemoved.
B. Removeabandonedoutsideutilitylinesthatwouldinterferewithinstallationofnewutilitylines
andnewconstruction.
PART2-PRODUCTS(NOTUSED)
PART3–EXECUTION
3.1DEMOLITION:
A. Completelydemolishandremovebuildingelements,includingallappurtenancesrelatedor
connectedthereto,asnotedbelow:
1. Asrequiredforinstallationofnewutilityservicelines.
2. Remove(chip-out)existingconcreteflooringasrequiredtoprovidepositiveslope-to-drains
withinnewshowerareas.
B. Debris,includingbrick,concrete,stone,metalsandsimilarmaterialsshallbecomepropertyof
Contractorandshallbedisposedofbyhimdaily,offtheMedicalCentertoavoidaccumulation
atthedemolitionsite.Materialsthatcannotberemoveddailyshallbestoredinareasspecified
bytheResidentEngineer.Contractorshalldisposedebrisincompliancewithapplicablefederal,
stateorlocalpermits,rulesand/orregulations.
C. Removeexistingutilitiesasindicatedoruncoveredbyworkandterminateinamanner
conformingtothenationallyrecognizedcodecoveringthespecificutilityandapprovedbythe
ResidentEngineer.WhenUtilitylinesareencounteredthatarenotindicatedonthedrawings,
theResidentEngineershallbenotifiedpriortofurtherworkinthatarea.
3.2CLEAN-UP:
Oncompletionofworkofthissectionandafterremovalofalldebris,leavesiteinclean
conditionsatisfactorytoResidentEngineer.Clean-upshallincludeofftheMedicalCenter
PropertydisposalofallitemsandmaterialsnotrequiredtoremainpropertyoftheGovernment
aswellasalldebrisandrubbishresultingfromdemolitionoperations.
---END---
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SECTION028213.19ASBESTOSFLOORTILEANDMASTICABATEMENT
TABLEOFCONTENTS
PART1-GENERAL........................................................................................................................................1
1.1SUMMARYOFTHEWORK......................................................................................................................1
1.1.1CONTRACTDOCUMENTSANDRELATEDREQUIREMENTS..................................................................1
1.1.2EXTENTOFWORK...............................................................................................................................1
1.1.3RELATEDWORK..................................................................................................................................1
1.1.4TASKS..................................................................................................................................................1
1.1.5ABATEMENTCONTRACTORUSEOFPREMISES...................................................................................2
1.2VARIATIONSINQUANTITY.....................................................................................................................2
1.3STOPASBESTOSREMOVAL....................................................................................................................2
1.4DEFINITIONS..........................................................................................................................................3
1.4.1GENERAL.............................................................................................................................................3
1.4.2GLOSSARY...........................................................................................................................................3
1.4.3REFERENCEDSTANDARDSORGANIZATIONS......................................................................................9
1.5APPLICABLECODESANDREGULATIONS..............................................................................................10
1.5.1GENERALAPPLICABILITYOFCODES,REGULATIONS,ANDSTANDARDS...........................................10
1.5.2CONTRACTORRESPONSIBILITY.........................................................................................................11
1.5.3FEDERALREQUIREMENTS.................................................................................................................11
1.5.4STATEREQUIREMENTS.....................................................................................................................11
1.5.5STANDARDS......................................................................................................................................11
1.5.6EPAGUIDANCEDOCUMENTS...........................................................................................................12
1.5.7NOTICES............................................................................................................................................12
1.5.8PERMITS/LICENSES...........................................................................................................................12
1.5.9POSTINGANDFILINGOFREGULATIONS...........................................................................................12
1.5.10VARESPONSIBILITIES......................................................................................................................12
1.5.11SITESECURITY.................................................................................................................................13
1.5.12EMERGENCYACTIONPLANANDARRANGEMENTS........................................................................13
1.5.13PRE-constructionMEETING............................................................................................................14
1.6PROJECTCOORDINATION....................................................................................................................15
1.6.1PERSONNEL.......................................................................................................................................15
1.7RESPIRATORYPROTECTION.................................................................................................................16
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1.7.1GENERAL-RESPIRATORYPROTECTIONPROGRAM..........................................................................16
1.7.2RESPIRATORYPROTECTIONPROGRAMCOORDINATOR...................................................................16
1.7.3SELECTIONANDUSEOFRESPIRATORS.............................................................................................16
1.7.4MINIMUMRESPIRATORYPROTECTION............................................................................................16
1.7.5MEDICALWRITTENOPINION............................................................................................................16
1.7.6RESPIRATORFITTEST........................................................................................................................16
1.7.7RESPIRATORFITCHECK.....................................................................................................................16
1.7.8MAINTENANCEANDCAREOFRESPIRATORS....................................................................................17
1.8WORKERPROTECTION.........................................................................................................................17
1.8.1TRAININGOFABATEMENTPERSONNEL...........................................................................................17
1.8.2MEDICALEXAMINATIONS.................................................................................................................17
1.8.3PERSONALPROTECTIVEEQUIPMENT...............................................................................................17
1.8.4REGULATEDAREAENTRYPROCEDURE.............................................................................................18
1.8.5DECONTAMINATIONPROCEDURE....................................................................................................18
1.8.6REGULATEDAREAREQUIREMENTS..................................................................................................18
PART2-PRODUCTS,MATERIALSANDEQUIPMENT.................................................................................21
2.1MATERIALSANDEQUIPMENT.............................................................................................................21
2.1.1GENERALREQUIREMENTS(allabatementprojects)........................................................................21
2.1.2NEGATIVEPRESSUREFILTRATIONSYSTEM.......................................................................................22
2.1.3DESIGNANDLAYOUT........................................................................................................................23
2.1.4NEGATIVEAIRMACHINES(HEPAUNITS)..........................................................................................23
2.1.5PRESSUREDIFFERENTIAL..................................................................................................................24
2.2CONTAINMENTBARRIERSANDCOVERINGSINTHEREGULATEDAREA..............................................24
2.2.1GENERAL...........................................................................................................................................24
2.2.3CONTROLLINGACCESSTOTHEREGULATEDAREA...........................................................................25
2.2.4CRITICALBARRIERS...........................................................................................................................25
2.2.5EXTENSIONOFTHEREGULATEDAREA.............................................................................................25
2.3MONITORING,INSPECTIONANDTESTING..........................................................................................25
2.3.1GENERAL...........................................................................................................................................25
2.3.2SCOPEOFSERVICESOFTHEVPIH/CIHCONSULTANT.......................................................................26
2.3.3MONITORING,INSPECTIONANDTESTINGBYCONTRACTORCPIH/CIH...........................................27
2.4asbestoshazardabatementplan.........................................................................................................28
2.5SUBMITTALS........................................................................................................................................28
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2.5.1PRE-startMEETINGSUBMITTALS......................................................................................................28
2.5.2SUBMITTALSDURINGABATEMENT..................................................................................................30
2.5.3SUBMITTALSATCOMPLETIONOFABATEMENT...............................................................................30
PART3-EXECUTION..................................................................................................................................30
3.1PRE-ABATEMENTACTIVITIES...............................................................................................................30
3.1.1PRE-ABATEMENTMEETING..............................................................................................................30
3.1.2PRE-ABATEMENTINSPECTIONSANDPREPARATIONS......................................................................31
3.1.3PRE-ABATEMENTCONSTRUCTIONANDOPERATIONS.....................................................................31
3.2REGULATEDAREAPREPARATIONS......................................................................................................32
3.2.1OSHADANGERSIGNS.......................................................................................................................32
3.2.2CONTROLLINGACCESSTOTHEREGULATEDAREA...........................................................................32
3.2.3SHUTDOWN-LOCKOUTELECTRICAL..............................................................................................32
3.2.4SHUTDOWN-LOCKOUTHVAC........................................................................................................32
3.2.5SANITARYFACILITIES.........................................................................................................................32
3.2.7PREPARATIONPRIORTOSEALINGOFF.............................................................................................32
3.2.8CriticalBarriers.................................................................................................................................33
3.2.10PRE-CLEANINGFIXEDOBJECTS.......................................................................................................33
3.2.11PRE-CLEANINGSURFACESINTHEREGULATEDAREA.....................................................................33
3.2.12EXTENSIONOFTHEREGULATEDAREA...........................................................................................34
3.3REMOVALOFCLASSIIFLOORINGMATERIALS:....................................................................................34
3.3.1GENERAL...........................................................................................................................................34
3.3.2REMOVALOFflooringmaterials:......................................................................................................34
3.3.3REMOVALOFMASTIC.......................................................................................................................34
3.4DISPOSALOFCLASSiiWASTEMATERIAL:............................................................................................35
3.4.1GENERAL...........................................................................................................................................35
3.5PROJECTDECONTAMINATION.............................................................................................................35
3.5.1GENERAL...........................................................................................................................................35
3.5.2REGULATEDAREACLEARANCE.........................................................................................................35
3.5.3WORKDESCRIPTION.........................................................................................................................35
3.5.4PRE-DECONTAMINATIONCONDITIONS............................................................................................35
3.5.5CLEANING:........................................................................................................................................36
3.6VISUALINSPECTIONANDAIRCLEARANCETESTING............................................................................36
3.6.1GENERAL...........................................................................................................................................36
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3.6.2VISUALINSPECTION..........................................................................................................................36
3.6.3AIRCLEARANCETESTING..................................................................................................................36
3.6.4finalAIRCLEARANCEPROCEDURES..................................................................................................36
3.7ABATEMENTCLOSEOUTANDCERTIFICATEOFCOMPLIANCE.............................................................37
3.7.1COMPLETIONOFABATEMENTWORK..............................................................................................37
3.7.2CERTIFICATEOFCOMPLETIONBYCONTRACTOR.............................................................................37
3.7.3WORKSHIFTS....................................................................................................................................37
ATTACHMENT#1.......................................................................................................................................38
ATTACHMENT#3.......................................................................................................................................40
ATTACHMENT#4.......................................................................................................................................41
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INSTRUCTIONSTOARCHITECT/ENGINEERANDINDUSTRIALHYGIENECONSULTANTSECTION
028213.19ASBESTOSFLOORTILEANDMASTICABATEMENTSPECIFICATIONS
PART1-GENERAL
1.1SUMMARYOFTHEWORK
1.1.1CONTRACTDOCUMENTSANDRELATEDREQUIREMENTS
Drawings, general provisions of the contract, including general and supplementary conditionsand other Division 01 specifications, shall apply to the work of this section. The contractdocuments show the work to be done under the contract and related requirements andconditionsimpactingtheproject.Relatedrequirementsandconditionsincludeapplicablecodesandregulations,noticesandpermits,existingsiteconditionsandrestrictionsonuseofthesite,requirements forpartialowneroccupancyduring thework, coordinationwithotherworkandthephasingofthework.IntheeventtheAsbestosAbatementContractor(Contractor)discoversaconflictinthecontractdocumentsand/orrequirementsorcodes,theconflictmustbebroughtto the immediate attention of the Contracting Officer for resolution. Whenever there is aconflictoroverlapintherequirements,themoststringentshallapply.AnyactionstakenbytheContractorwithoutobtainingguidancefromtheContractingOfficershallbecomethesoleriskand responsibility of the Contractor. All costs incurred due to such action are also theresponsibilityoftheContractor.
1.1.2EXTENTOFWORK
A. Below is a brief description of the estimated quantities of asbestos flooring materials to beabated. These quantities are for informational purposes only and are based on the bestinformationavailableatthetimeofthespecificationpreparation. TheContractorshallsatisfyhimselfastotheactualquantitiestobeabated.Nothing inthissectionmaybe interpretedaslimitingtheextentofworkotherwiserequiredbythiscontractandrelateddocuments.
B. Removal, clean-up and disposal of ACM flooring in an appropriate regulated area in thefollowingapproximatequantitiesandasdetailedondrawingsLevelA2-FIG1andLevelA2-FIG2:
(8,665)squarefeetofasbestoscontainingmasticandassociatedassumedfloortile ( 535 ) square feet of asbestos containing mastic and associated non-asbestos containing
carpeting
1.1.3RELATEDWORK
A. Section078400,FIRESTOPPING.B. Section024100,DEMOLITION.C. Division09,FINISHES.
1.1.4TASKS
Theworktasksaresummarizedbrieflyasfollows:
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A. Pre-abatement activities including pre-abatement meeting(s), inspection(s), notifications,permits, submittal approvals, regulated area preparations, emergency proceduresarrangements,andAsbestosHazardAbatementPlansforClassIIasbestosabatementwork.
B. Abatement activities including removal, clean-up and disposal of ACMwaste, recordkeeping,security,monitoring,andinspections.
C. Cleaning and decontamination activities including final visual inspection, air monitoring andcertificationofdecontamination.
1.1.5ABATEMENTCONTRACTORUSEOFPREMISES
A. The Contractor and Contractor's personnel shall cooperate fully with the VArepresentative/consultanttofacilitateefficientuseofbuildingsandareaswithinbuildings.TheContractorshallperformthework inaccordancewiththeVAspecifications,drawings,phasingplan and in compliance with any/all applicable Federal, State and Local regulations andrequirements.
B. TheContractorshallusetheexistingfacilitiesinthebuildingstrictlywithinthelimitsindicatedincontract documents as well as the approved VA Design Construction Procedure. VA DesignConstructionProceduredrawingsofpartiallyoccupiedbuildingswillshowthelimitsofregulatedareas; the placement of decontamination facilities; the temporary location of bagged wasteACM;thepathof transporttooutsidethebuilding;andthetemporarywastestorageareaforeachbuilding/regulatedarea.Anyvariationfromthearrangementsshownondrawingsshallbesecured inwriting from theVA representative through thepre-abatementplanof action. Thefollowinglimitationsofuseshallapplytoexistingfacilitiesshownondrawings:During the pre-abatement planning phase, the Contractor shall consult with, and secureverification inwriting from, the VA representative regarding limitations on the use of facilityelements such as corridors, stairs, elevators, loading platforms, parking, hygiene facilities andothersuppliedfacilityelements,whicharenotdedicatedfortheuseoftheContractorduringhiswork. Anyvariationfromthearrangementshownonthedrawingsshallbesecured inwritingfromtheVArepresentativethroughthepre-abatementplanofaction.
1.2VARIATIONSINQUANTITY
The quantities and locations of ACM as indicated on the drawings and the extent of workincludedinthissectionareestimatedwhicharelimitedbythephysicalconstraintsimposedbyoccupancyof thebuildings and accessibility toACM.Accordingly,minor variations (+/- 5%) inquantities of ACMwithin the regulated area are considered as having no impact on contractprice and time requirements of this contract.Where additional work is required beyond theabovevariation, theContractor shall provideunitprices fornewlydiscoveredACMand thosepricesshallbeusedforadditionalworkrequiredunderthecontract.
1.3STOPASBESTOSREMOVAL
IftheContractingOfficer;theirfieldrepresentative;(thefacilitySafetyOfficer/Managerortheirdesignee, or the VA Professional Industrial Hygienist/Certified Industrial Hygienist (VPIH/CIH)presents a verbal Stop Asbestos Removal Order, the Contractor/Personnel shall immediatelystop all asbestos removal and maintain HEPA filtered negative pressure air flow in thecontainment, if applicable, and adequately wet any exposed ACM. If a verbal Stop AsbestosRemovalOrderisissued,theVAshallfollow-upwithawrittenordertotheContractorassoonasitispracticable.TheContractorshallnotresumeanyasbestosremovalactivityuntilauthorized
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todosoinwritingbytheVAContractingOfficer.Astopasbestosremovalordermaybeissuedat any time the VA Contracting Officer determines abatement conditions/activities are notwithinVA specification, regulatory requirements or that an imminent hazard exists to humanhealthortheenvironment.Workstoppagewillcontinueuntilconditionshavebeencorrectedtothe satisfactionof theVA. Standby time and costs for corrective actionswill beborneby theContractor,includingtheVPIH/CIHtime.Theoccurrenceofanyofthefollowingeventsshallbereported immediately by the Contractor’s competent person to the VA Contracting Office orfieldrepresentativeusingthemostexpeditiousmeans(e.g.,verbalortelephonic),followedupwith written notification to the Contracting Officer as soon as practical. The Contractor shallimmediatelystopasbestosremoval/disturbanceactivitiesandinitiatefiberreductionactivities:
A. Airborne PCM analysis results equal to or greater than 0.01 f/cc outside a regulated area or>0.05f/ccinsidearegulatedarea;
B. breachorbreakinregulatedareacontainmentbarrier(s);C. seriousinjury/deathatthesite;D. fire/safetyemergencyatthesite;E. respiratoryprotectionsystemfailure;F. powerfailureorlossofwettingagent;orG. anyvisibleemissionsobservedoutsidetheregulatedarea.
1.4DEFINITIONS
1.4.1GENERAL
Definitions and explanations here are neither complete nor exclusive of all termsused in thecontract documents, but are general for the work to the extent they are not stated moreexplicitly in another element of the contract documents. Drawings must be recognized asdiagrammaticinnatureandnotcompletelydescriptiveoftherequirementsindicatedtherein.
1.4.2GLOSSARY
Abatement - Procedures to control fiber release from asbestos-containingmaterials. Includesremoval, encapsulation, enclosure, demolition, and renovation activities related to asbestoscontainingmaterials(ACM).
Aerosol-Solidorliquidparticulatesuspendedinair. Adequately wet - Sufficiently mixed or penetrated with liquid to prevent the release of
particulates.IfvisibleemissionsareobservedcomingfromtheACM,thenthatmaterialhasnotbeenadequatelywetted.
Aggressivemethod-Removalordisturbanceofbuildingmaterialbysanding,abrading,grinding,orothermethodthatbreaks,crumbles,ordisintegratesintactACM.
Aggressive sampling - EPA AHERA defined clearance sampling method using air movingequipmentsuchasfansandleafblowerstoaggressivelydisturbandmaintainintheairresidualfibersafterabatement.
AHERA -AsbestosHazardEmergencyResponseAct.Asbestos regulations forschools issued in1987.
Aircell-Pipeorductinsulationmadeofcorrugatedcardboardwhichcontainsasbestos. Airmonitoring-Theprocessofmeasuringthefibercontentofaknownvolumeofaircollected
overaspecifiedperiodoftime.TheNIOSH7400Method,Issue2isusedtodeterminethefiberlevels in air. Forpersonal samplesand clearanceair testingusingPhaseContrastMicroscopy(PCM)analysis.NIOSHMethod7402canbeusedwhenitisnecessarytoconfirmfiberscounted
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byPCMasbeingasbestos.TheAHERATEManalysismaybeusedforbackground,areasamplesandclearancesampleswhenrequiredbythisspecification,oratthediscretionoftheVPIH/CIHasappropriate.
Airsamplefilter-Thefilterusedtocollectfiberswhicharethencounted.Thefilterismadeofmixed cellulose estermembrane for PCM (PhaseContrastMicroscopy) andpolycarbonate forTEM(TransmissionElectronMicroscopy).
Amendedwater-Watertowhichasurfactant(wettingagent)hasbeenaddedtoincreasethepenetratingabilityoftheliquid.
Asbestos-Includeschrysotile,amosite,crocidolite,tremolite,anthophyllite,actinolite,andanyofthesemineralsthathavebeenchemicallytreatedoraltered.AsbestosalsoincludesPACM,asdefinedbelow.
Asbestos-containingmaterial(ACM)-Anymaterialcontainingmorethanonepercentofasbestos. Asbestos contaminated elements (ACE) - Building elements such as ceilings, walls, lights, or
ductworkthatarecontaminatedwithasbestos. Asbestos-contaminated soil (ACS) – Soil found in the work area or in adjacent areas such as
crawlspacesorpipe tunnelswhich is contaminatedwithasbestos-containingmaterial debris andcannotbeeasilyseparatedfromthematerial.
Asbestos-containing waste (ACW) material - Asbestos-containing material or asbestoscontaminatedobjectsrequiringdisposal.AsbestosHazardAbatementPlan(AHAP)-Asbestosworkproceduresrequiredtobesubmittedbythecontractorbeforeworkbegins.
AsbestosProjectMonitor–Somestatesrequirethatanypersonconductingasbestosabatementclearanceinspectionsandclearanceairsamplingbelicensedasanasbestosprojectmonitor.
Asbestoswastedecontaminationfacility-Asystemconsistingofdrum/bagwashingfacilitiesandatemporarystorageareaforcleanedcontainersofasbestoswaste.Usedastheexitforwasteandequipmentleavingtheregulatedarea.Inanemergency,itmaybeusedtoevacuatepersonnel.
Assigned Protection factor - A value assigned by OSHA/NIOSH to indicate the expectedprotectionprovidedbyeachrespiratorclass,whentherespiratorisproperlyselectedandworncorrectly. The number indicates the reduction of exposure level from outside to inside therespiratorfacepiece.Authorizedperson -Anypersonauthorizedby theVA, theContractor,orgovernmentagencyandrequiredbyworkdutiestobepresentinregulatedareas.
Authorizedvisitor-AnypersonapprovedbytheVA;thecontractor;oranygovernmentagencyrepresentativehavingjurisdictionovertheregulatedarea(e.g.,OSHA,FederalandStateEPA).
Barrier - Any surface that isolates the regulated area and inhibits fiber migration from theregulatedarea.
Containment Barrier - An airtight barrier consisting of walls, floors, and/or ceilings of sealedplasticsheetingwhichsurroundsandsealstheouterperimeteroftheregulatedarea.
CriticalBarrier -Thebarrierresponsible for isolatingtheregulatedarea fromadjacentspaces,typicallyconstructedofplasticsheetingsecuredinplaceatopeningssuchasdoors,windows,oranyotheropeningintotheregulatedarea.
PrimaryBarrier–Plasticbarriersplacedovercriticalbarriersandexposeddirectlytoabatementwork.
SecondaryBarrier -Anyadditionalplasticbarriersusedto isolateandprovideprotectionfromdebrisduringabatementwork.
Breathingzone-Thehemisphereforwardoftheshoulderswitharadiusofabout150-225mm(6-9inches)fromtheworker'snose.
Bridgingencapsulant-AnencapsulantthatformsalayeronthesurfaceoftheACM.
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Building/facility owner - The legal entity, including a lessee, which exercises control overmanagementandrecordkeepingfunctionsrelatingtoabuildingand/orfacilityinwhichasbestosactivitiestakeplace.
Bulktesting-Thecollectionandanalysisofsuspectasbestoscontainingmaterials. Certified Industrial Hygienist (CIH) - A person certified in the comprehensive practice of
industrialhygienebytheAmericanBoardofIndustrialHygiene. Class Iasbestoswork -Activities involvingtheremovalofThermalSystemInsulation(TSI)and
surfacingACMandPresumedAsbestosContainingMaterial(PACM). Class II asbestoswork - Activities involving the removal of ACMwhich is not thermal system
insulation or surfacingmaterial. This includes, but is not limited to, the removal of asbestos-containing wallboard, floor tile and sheeting, roofing and siding shingles, and constructionmastic.
Clean room/Changing room - An uncontaminated room having facilities for the storage ofemployee'sstreetclothinganduncontaminatedmaterialsandequipment.
Clearancesample-Thefinalairsampletakenafterallasbestosworkhasbeendoneandvisuallyinspected.PerformedbytheVA'sprofessionalindustrialhygieneconsultant/CertifiedIndustrialHygienist(VPIH/CIH).
Closely resemble - The major workplace conditions which have contributed to the levels ofhistoricasbestos exposure, are no more protective than conditions of the currentworkplace.
Competentperson - In addition to thedefinition in29CFR1926.32(f), onewho is capableofidentifying existing asbestos hazards in the workplace and selecting the appropriate controlstrategy for asbestosexposure,whohas theauthority to takeprompt correctivemeasures toeliminate them, as specified in 29 CFR 1926.32(f); in addition, for Class I and II work who isspeciallytrainedinatrainingcoursewhichmeetsthecriteriaofEPA'sModelAccreditationPlan(40CFR763)forsupervisor.
Contractor'sProfessionalIndustrialHygienist(CPIH/CIH)-Theasbestosabatementcontractor'sindustrialhygienist.The industrialhygienistmustmeetthequalificationrequirementsofaPIHandmaybeacertifiedindustrialhygienist(CIH).
Count -Referstothefibercountortheaveragenumberof fibersgreaterthanfivemicrons inlengthwithalength-to-width(aspect)ratioofatleast3to1,percubiccentimeterofair.
Crawlspace–Anareawhichcanbefoundeitherinoradjacenttotheworkarea.Thisareahaslimited access and egress andmay contain asbestosmaterials and/or asbestos contaminatedsoil.
Decontaminationarea/unit-Anenclosedareaadjacenttoandconnectedtotheregulatedareaand consisting of an equipment room, shower room, and clean room, which is used for thedecontaminationofworkers,materials,andequipmentthatarecontaminatedwithasbestos.
Demolition - The wrecking or taking out of any load-supporting structural member and anyrelated razing, removing, or stripping of asbestos products. VA Total – means a building orsubstantial part of the building is completely removed, torn or knocked down, bulldozed,flattened,orrazed,includingremovalofbuildingdebris.
Disposal bag - Typically 6mil thick sift-proof, dustproof, leak-tight container used to packageandtransportasbestoswastefromregulatedareastotheapprovedlandfill.Eachbag/containermustbelabeled/markedinaccordancewithEPA,OSHAandDOTrequirements.
Disturbance -ActivitiesthatdisruptthematrixofACMorPACM,crumbleorpulverizeACMorPACM,orgeneratevisibledebrisfromACMorPACM.DisturbanceincludescuttingawaysmallamountsofACMorPACM,nogreaterthantheamountthatcanbecontainedinonestandardsized glove bag orwaste bag in order to access a building component. In no event shall the
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amountofACMorPACMsodisturbedexceedthatwhichcanbecontainedinoneglovebagordisposalbagwhichshallnotexceed60inchesinlengthorwidth.
Drum-Arigid,impermeablecontainermadeofcardboardfiber,plastic,ormetalwhichcanbesealedinordertobesift-proof,dustproof,andleak-tight.
Employeeexposure-Theexposuretoairborneasbestosthatwouldoccuriftheemployeewerenotwearingrespiratoryprotectionequipment.
Encapsulant -Amaterial that surroundsorembedsasbestos fibers inanadhesivematrix andpreventsthereleaseoffibers.
Encapsulation-TreatingACMwithanencapsulant. Enclosure - The constructionof an air tight, impermeable, permanent barrier aroundACM to
control the release of asbestos fibers from the material and also eliminate access to thematerial.
Equipment room - A contaminated room located within the decontamination area that issupplied with impermeable bags or containers for the disposal of contaminated protectiveclothingandequipment.
Fiber-Aparticulateformofasbestos,5micronsorlonger,withalengthtowidth(aspect)ratioofatleast3to1.
Fibers per cubic centimeter (f/cc) - Abbreviation for fibers per cubic centimeter, used todescribethelevelofasbestosfibersinair.
Filter-Mediausedinrespirators,vacuums,orothermachinestoremoveparticulatefromair. Firestopping–Afireprooforratedmaterialusedtoclosetheopenpartsofastructureinorder
topreventafirefromspreading. Friableasbestos containingmaterial -Anymaterial containingmore thanone (1)percent of
asbestos as determined using the method specified in appendix A, Subpart F, 40 CFR 763,section1,PolarizedLightMicroscopy,that,whendry,canbecrumbled,pulverized,orreducedtopowderbyhandpressure.
Glovebag-Notmorethana60x60inchimperviousplasticbag-likeenclosureaffixedaroundanasbestos-containing material, with glove-like appendages through which materials and toolsmaybehandled.
Highefficiencyparticulateair(HEPA)filter–AnASHRAEMERV17filtercapableoftrappingandretainingatleast99.97percentofallmono-dispersedparticlesof0.3micrometersorgreaterindiameter.
HEPA vacuum - Vacuum collection equipment equippedwith aHEPA filter system capable ofcollectingandretainingasbestosfibers.
Homogeneousarea-Anareaofsurfacing,thermalsysteminsulationormiscellaneousACMthatisuniformincolor,textureanddateofapplication.
HVAC-Heating,VentilationandAirConditioning Industrial hygienist (IH) - A professional qualified by education, training, and experience to
anticipate, recognize, evaluate and develop controls for occupational health hazards. MeetsdefinitionrequirementsoftheAmericanIndustrialHygieneAssociation(AIHA).
Industrialhygienisttechnician(IHTechnician)-ApersonworkingunderthedirectionofanIHorCIH who has special training, experience, certifications and licenses required for the industrialhygieneworkassigned. Intact - The ACM has not crumbled, been pulverized, or otherwisedeterioratedsothattheasbestosisnolongerlikelytobeboundwithitsmatrix.
Lockdown - Applying encapsulant, after a final visual inspection, on all abated surfaces at theconclusionofACMremovalpriortoremovalofcriticalbarriers.
National Emission Standards for Hazardous Air Pollutants (NESHAP) - EPA's rule to controlemissionsofasbestostotheenvironment(40CFRPart61,SubpartM).
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Negativeinitialexposureassessment-Ademonstrationbytheemployerwhichcomplieswiththecriteriain29CFR1926.1101(f)(2)(iii),thatemployeeexposureduringanoperationisexpectedtobeconsistentlybelowthePELs.
Negative pressure - Air pressure which is lower than the surrounding area, created byexhausting air from a sealed regulated area through HEPA equipped filtration units. OSHArequiresmaintaining-0.02"watercolumngaugeinsidethenegativepressureenclosure.
Negative pressure respirator - A respirator in which the air pressure inside the facepiece isnegativeduringinhalationrelativetotheairpressureoutsidetherespiratorfacepiece.
Non-friable ACM - Material that contains more than 1 percent asbestos but cannot becrumbled,pulverized,orreducedtopowderbyhandpressure.
Organic vapor cartridge - The type of cartridge used on air purifying respirators to removeorganicvaporhazardousaircontaminants.
Outsideair-Theairoutsidebuildingsandstructures,including,butnotlimitedto,theairunderabridgeorinanopenferrydock.
Owner/operator - Any personwhoowns, leases, operates, controls, or supervises the facilitybeing demolished or renovated or any person who owns, leases, operates, controls, orsupervisesthedemolitionorrenovationoperation,orboth.
Penetratingencapsulant-EncapsulantthatisabsorbedintotheACMmatrixwithoutleavingasurfacelayer.
Personalprotectiveequipment(PPE)–equipmentdesignedtoprotectuserfrominjuryand/orspecificjobhazard.Suchequipmentmayincludeprotectiveclothing,hardhats,safetyglasses,andrespirators.
Personalsampling/monitoring-Representativeairsamplesobtainedinthebreathingzoneforone or more workers within the regulated area using a filter cassette and a calibrated airsamplingpumptodetermineasbestosexposure.
Permissible exposure limit (PEL) - The level of exposure OSHA allows for an 8 hour timeweightedaverage.Forasbestosfibers,theeight(8)hourtimeweightedaveragePELis0.1fiberspercubic centimeter (0.1 f/cc)ofairand the30-minuteExcursionLimit is1.0 fiberspercubiccentimeter(1f/cc).
PipeTunnel–Anarea,typicallylocatedadjacenttomechanicalspacesorboilerroomsinwhichthepipes servicing theheating system in thebuildingare routed toallow thepipes toaccessheating elements. These areas may contain asbestos pipe insulation, asbestos fittings, orasbestos-contaminatedsoil.
Polarized lightmicroscopy (PLM) - Lightmicroscopy using dispersion staining techniques andrefractiveindicestoidentifyandquantifythetype(s)ofasbestospresentinabulksample.
Polyethylenesheeting-Strongplasticbarriermaterial4to6milsthick,semi-transparent,and,ifapplicable,flameretardantperNFPA241.
Positive/negative fit check - A method of verifying the seal of a facepiece respirator bytemporarilyoccludingthefiltersandbreathingin(inhaling)andthentemporarilyoccludingtheexhalationvalveandbreathingout(exhaling)whilecheckingfor inwardoroutward leakageoftherespiratorrespectively.
PresumedACM(PACM)-Thermalsysteminsulation,surfacing,andflooringmaterialinstalledinbuildings prior to 1981. If the building owner has actual knowledge, or should have knownthroughtheexerciseofduediligencethatothermaterialsareACM,theytoomustbetreatedasPACM.ThedesignationofPACMmayberebuttedpursuanttoparagraph29CFR1926.1101(b).
Professional IH - An IHwhomeets the definition requirements of AIHA;meets the definitionrequirementsofOSHAasa "CompetentPerson"at29CFR1926.1101 (b);has completed twospecialized EPA approved courses on management and supervision of asbestos abatement
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projects;hasformaltraininginrespiratoryprotectionandwastedisposal;andhasaminimumoffourprojectsof similarcomplexitywith thisprojectofwhichat least threeprojectsservingasthesupervisoryIH.ThePIHmaybeeithertheVA’sPIH(VPIH)ofContractor’sPIH(CPIH/CIH).
Project designer - A personwhohas successfully completed the training requirements for anasbestosabatementprojectdesignerasrequiredby40CFR763AppendixC,PartI;(B)(5).
Qualitativefittest(QLFT)-Afittestusingachallengematerialthatcanbesensedbythewearerifleakageintherespiratoroccurs.
Quantitative fit test (QNFT) -A fit test using a challengematerialwhich is quantifiedoutsideandinsidetherespiratorthusallowingthedeterminationoftheactualfitfactor.
Regulated area - An area established by the employer to demarcatewhere Class I, II, and IIIasbestosworkisconducted,andanyadjoiningareawheredebrisandwastefromsuchasbestoswork may accumulate; and a work area within which airborne concentrations of asbestosexceed,orthereisareasonablepossibilitytheymayexceedthePEL.
Regulated ACM (RACM) - Friable ACM; Category I non-friable ACM that has become friable;Category Inon-friableACMthatwillbeorhasbeensubjectedtosanding,grinding,cutting,orabradingor;CategoryIInon-friableACMthathasahighprobabilityofbecomingorhasbecomecrumbled,pulverized,orreducedtopowderbytheforcesexpectedtoactonthematerialinthecourseofthedemolitionorrenovationoperation.
Removal - All operations where ACM, PACM and/or RACM is taken out or stripped fromstructuresorsubstrates,includingdemolitionoperations.
Renovation - Altering a facility or one ormore facility components in anyway, including thestrippingor removalofasbestos froma facilitycomponentwhichdoesnot involvedemolitionactivity.
Repair -Overhauling, rebuilding, reconstructing, or reconditioningof structuresor substrates,includingencapsulationorotherrepairofACMorPACMattachedtostructuresorsubstrates.
Shower room - Theportionof thePDFwherepersonnel showerbefore leaving the regulatedarea.
Suppliedairrespirator(SAR)-ArespiratoryprotectionsystemthatsuppliesminimumGradeDrespirable air per ANSI/Compressed Gas Association Commodity Specification for Air, G-7.1-1989.
SurfacingACM-Amaterialcontainingmorethan1percentasbestosthatissprayed,troweledonorotherwiseappliedtosurfacesforacoustical,fireproofingandotherpurposes.
Surfactant-Achemicaladdedtowatertodecreasewater'ssurfacetensionthusmakingitmorepenetratingintoACM.
Thermal systemACM -Amaterial containingmore than1percent asbestos applied topipes,fittings,boilers,breeching,tanks,ducts,orotherstructuralcomponentstopreventheatlossorgain.
Transmission electronmicroscopy (TEM) - Amicroscopymethod that can identify and countasbestosfibers.
VA Professional Industrial Hygienist (VPIH/CIH) – The Department of Veterans AffairsProfessional IndustrialHygienistmustmeet thequalificationsofaPIH,andmaybeaCertifiedIndustrialHygienist(CIH).
VARepresentative-TheVAofficialresponsibleforon-goingprojectwork. Visibleemissions-Anyemissions,whicharevisuallydetectablewithouttheaidofinstruments,
comingfromACM/PACM/RACM/ACSorACMwastematerial. Waste/Equipment decontamination facility (W/EDF) – The area in which equipment is
decontaminatedbeforeremovalfromtheregulatedarea.
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Wastegenerator -Anyowneroroperatorwhoseactorprocessproducesasbestos-containingwastematerial.
Wasteshipmentrecord -Theshippingdocument,requiredtobeoriginatedandsignedbythewaste generator, used to track and substantiate the disposition of asbestos-containingwastematerial.
Wet cleaning - The process of thoroughly eliminating, by wet methods, any asbestoscontaminationfromsurfacesorobjects.
1.4.3REFERENCEDSTANDARDSORGANIZATIONS
Thefollowingacronymsorabbreviationsasreferencedincontract/specificationdocumentsaredefinedtomeantheassociatednames.Namesandaddressesmaybesubjecttochange.
A. VADepartmentofVeteransAffairs810VermontAvenue,NWWashington,DC20420
B. AIHAAmericanIndustrialHygieneAssociation2700ProsperityAvenue,Suite250Fairfax,VA22031703-849-8888
C. ANSIAmericanNationalStandardsInstitute
1430BroadwayNewYork,NY10018212-354-3300
D. ASTMAmericanSocietyforTestingandMaterials1916RaceSt.Philadelphia,PA19103215-299-5400
E. CFRCodeofFederalRegulationsGovernmentPrintingOfficeWashington,DC20420
F. CGACompressedGasAssociation 1235JeffersonDavisHighway
Arlington,VA22202703-979-0900
G. CSCommercialStandardoftheNationalInstituteofStandardsandTechnology(NIST)
U.S.DepartmentofCommerceGovernmentPrintingOfficeWashington,DC20420
H. EPAEnvironmentalProtectionAgency401MSt.,SW
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Washington,DC20460202-382-3949
I. MIL-STDMilitaryStandards/StandardizationDivision
OfficeoftheAssistantSecretaryofDefenseWashington,DC20420
I. NECNationalElectricalCode(byNFPA)J. NEMANationalElectricalManufacturer'sAssociation
2101LStreet,NWWashington,DC20037
K. NFPANationalFireProtectionAssociation
1BatterymarchParkP.O.Box9101Quincy,MA02269-9101800-344-3555
L. NIOSHNationalInstitutesforOccupationalSafetyandHealth
4676ColumbiaParkwayCincinnati,OH45226513-533-8236
M. OSHAOccupationalSafetyandHealthAdministration
U.S.DepartmentofLaborGovernmentPrintingOfficeWashington,DC20402
N. ULUnderwritersLaboratory
333PfingstenRd.Northbrook,IL60062312-272-8800
1.5APPLICABLECODESANDREGULATIONS
1.5.1GENERALAPPLICABILITYOFCODES,REGULATIONS,ANDSTANDARDS
A. AllworkunderthiscontractshallbedoneinstrictaccordancewithallapplicableFederal,State,andlocalregulations,standardsandcodesgoverningasbestosabatement,andanyothertradeworkdoneinconjunctionwiththeabatement.Allapplicablecodes,regulationsandstandardsareadoptedintothisspecificationandwillhavethesameforceandeffectasthisspecification.
B. The most recent edition of any relevant regulation, standard, document or code shall be ineffect. Where conflict among the requirements or with these specifications exists, the moststringentrequirement(s)shallbeutilized.
C. Copies of all standards, regulations, codes and other applicable documents, including thisspecificationandthoselistedinSection1.5shallbeavailableattheworksiteinthecleanchangeareaoftheworkerdecontaminationsystem.
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1.5.2CONTRACTORRESPONSIBILITY
TheAsbestosAbatementContractor(Contractor)shallassumefullresponsibilityandliabilityforcompliancewithallapplicableFederal,StateandLocalregulationsrelatedtoanyandallaspectsoftheasbestosabatementproject.TheContractorisresponsibleforprovidingandmaintainingtraining, accreditations,medical exams,medical records, personalprotectiveequipment (PPE)including respiratory protection including respirator fit testing, as required by applicableFederal,StateandLocalregulations.TheContractorshallholdtheVAandVPIH/CIHconsultantsharmless for any Contractor’s failure to comply with any applicable work, packaging,transporting,disposal,safety,health,orenvironmentalrequirementonthepartofhimself,hisemployees,orhissubcontractors.TheContractorwill incurallcostsoftheCPIH/CIH, includingallsampling/analyticalcoststoassurecompliancewithOSHA/EPA/Staterequirementsrelatedtofailuretocomplywiththeregulationsapplicabletothework.
1.5.3FEDERALREQUIREMENTS
Federal requirementswhich govern some aspect of asbestos abatement include, but are notlimitedto,thefollowingregulations.
A. OccupationalSafetyandHealthAdministration(OSHA)1. Title29CFR1926.1101-ConstructionStandardforAsbestos2. Title29CFR1910.132-PersonalProtectiveEquipment3. Title29CFR1910.134-RespiratoryProtection4. Title29CFR1926-ConstructionIndustryStandards5. Title29CFR1910.20-AccesstoEmployeeExposureandMedicalRecords6. Title29CFR1910.1200-HazardCommunication7. Title29CFR1910.151-MedicalandFirstAid
B. EnvironmentalProtectionAgency(EPA)1. 40CFR61SubpartAandM(RevisedSubpartB)-NationalEmissionStandardforHazardous
AirPollutants-Asbestos.2. 40CFR763.80-AsbestosHazardEmergencyResponseAct(AHERA)
C. DepartmentofTransportation(DOT) Title49CFR100-185–Transportation
1.5.4STATEREQUIREMENTS
State requirements that apply to the asbestos abatement work, disposal, clearance, etc.,include,butarenotlimitedto,thefollowing:
A. KansasDepartmentofHealthandEnvironment(KDHE)1. 65-5301thru65-5315KansasStatutesAnnotatedAsbestosControl2. 28-50-1thru28-50-14KansasAsbestosControlRegulations
1.5.5STANDARDS
A. Standards which govern asbestos abatement activities include, but are not limited to, thefollowing:1. AmericanNationalStandardsInstitute(ANSI)Z9.2-79-FundamentalsGoverningtheDesign
andOperationofLocalExhaustSystemsZ88.2-PracticesforRespiratoryProtection.2. Underwriters Laboratories (UL) 586-90 - UL Standard for Safety of HEPA filter Units, 7th
Edition.B. Standardswhichgovernencapsulationworkinclude,butarenotlimitedto,thefollowing:
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1. AmericanSocietyforTestingandMaterials(ASTM)C. Standardswhich govern the fire and safety concerns in abatementwork include, but are not
limitedto,thefollowing:1. National Fire ProtectionAssociation (NFPA) 241 - Standard for SafeguardingConstruction,
Alteration,andDemolitionOperations.2. NFPA701-StandardMethodsforFireTestsforFlameResistantTextilesandFilm.3. NFPA101-LifeSafetyCode
D. ResilientFloorCoveringInstitute(RFCI):RecommendedworkpracticesforRemovalofResilientFloorCoverings.
1.5.6EPAGUIDANCEDOCUMENTS
A. EPA guidance documents which discuss asbestos abatement work activities are listed below.Thesedocumentsaremadepartofthissectionbyreference.EPApublicationscanbeorderedfrom(800)424-9065.
B. GuidanceforControllingACMinBuildings(PurpleBook)EPA560/5-85-024C. AsbestosWasteManagementGuidanceEPA530-SW-85-007D. AGuidetoRespiratoryProtectionfortheAsbestosAbatementIndustryEPA-560-OPTS-86-001E. GuidetoManagingAsbestosinPlace(GreenBook)TS79920TJuly1990
1.5.7NOTICES
A. State and Local agencies: Sendwritten notification as required by KDHE regulations includingthelocalfiredepartmentpriortobeginninganyworkonACMasfollows:
B. Copiesofnotificationsshallbesubmitted to theVA for the facility's records in thesametimeframenotificationisgiventoEPAand/orStateauthorities.
1.5.8PERMITS/LICENSES
A. The contractor shall apply for andhaveall requiredpermits and licenses toperformasbestosabatementworkasrequiredbyFederal,State,andLocalregulations.
1.5.9POSTINGANDFILINGOFREGULATIONS
A. Maintaintwo(2)copiesofapplicablefederal,state,andlocalregulations.PostonecopyofeachattheregulatedareawhereworkerswillhavedailyaccesstotheregulationsandkeepanothercopyintheContractor'soffice.
1.5.10VARESPONSIBILITIES
Priortocommencementofwork:A. Notifyoccupantsadjacenttoregulatedareasofprojectdatesandrequirementsforrelocation,if
needed. Arrangements must be made prior to starting work for relocation of desks, files,equipments and personal possessions to avoid unauthorized access into the regulated area.Note: Notification of adjacent personnel is required by OSHA in 29 CFR 1926.1101 (k) topreventunnecessaryorunauthorizedaccesstotheregulatedarea.
B. Submit to the Contractor results of background air sampling; including location of samples,personwhocollectedthesamples,equipmentutilized,calibrationdataandmethodofanalysis.Duringabatement,submittotheContractor,resultsofbulkmaterialanalysisandairsamplingdatacollected during the course of the abatement. This information shall not release the ContractorfromanyresponsibilityforOSHAcompliance.
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1.5.11SITESECURITY
A. Regulatedareaaccess is tobe restrictedonly toauthorized, trained/accreditedandprotectedpersonnel. These may include the Contractor's employees, employees of Subcontractors, VAemployees and representatives, State and local inspectors, and any other designatedindividuals.Alistofauthorizedpersonnelshallbeestablishedpriortocommencingtheprojectandbepostedinthecleanroomofthedecontaminationunit.
B. EntryintotheregulatedareabyunauthorizedindividualsshallbereportedimmediatelytotheCompetent Person by anyone observing the entry. The Competent person shall immediatelynotifytheVA.
C. A log book shall bemaintained in the clean room of the decontamination unit. Anyonewhoenters the regulated areamust record their name, affiliation, time in, and time out for eachentry.
D. Access to the regulated area shall be through of a critical barrier doorway. All other access(doors,windows,hallways,etc.) shallbesealedor lockedtoprevententry toorexit fromtheregulated area. The only exceptions for this requirement are the waste/equipment load-outareawhichshallbesealedexceptduringtheremovalofcontainerizedasbestoswastefromtheregulated area, and emergency exits. Emergency exits shall not be locked from the inside;however,theyshallbesealedwithpolysheetingandtapeduntilneeded.
E. TheContractor'sCompetentPerson shall control site securityduringabatementoperations inorder to isolatework in progress and protect adjacent personnel. A 24 hour security systemshall beprovidedat theentrance to the regulatedarea toassure that all entrants are loggedin/outandthatonlyauthorizedpersonnelareallowedentrance.
F. The Contractorwill have the VA's assistance in notifying adjacent personnel of the presence,locationandquantityofACMintheregulatedareaandenforcementofrestrictedaccessbytheVA'semployees.
G. Theregulatedareashallbelockedduringnon-workinghoursandsecuredbyVAsecurityguards.
1.5.12EMERGENCYACTIONPLANANDARRANGEMENTS
A. An Emergency Action Plan shall be developed prior to commencing abatement activities andshallbeagreedtobytheContractorandtheVA.ThePlanshallmeettherequirementsof29CFR1910.38(a);(b).
B. Emergencyproceduresshallbeinwrittenformandprominentlypostedinthecleanroomandequipment roomof thedecontaminationunit.Everyone,prior toentering the regulatedarea,must read and sign these procedures to acknowledge understanding of the regulated arealayout,locationofemergencyexitsandemergencyprocedures.
C. Emergency planning shall include written notification of police, fire, and emergency medicalpersonnelofplannedabatementactivities;workschedule;layoutofregulatedarea;andaccesstotheregulatedarea,particularlybarriersthatmayaffectresponsecapabilities.
D. Emergency planning shall include consideration of fire, explosion, hazardous atmospheres,electrical hazards, slips/trips and falls, confined spaces, and heat stress illness. Writtenprocedures for responsetoemergencysituationsshallbedevelopedandemployeetraining inproceduresshallbeprovided.
E. Employees shall be trained in regulated area/site evacuation procedures in the event ofworkplaceemergencies.
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1. For non life-threatening situations - employees injured or otherwise incapacitated shalldecontaminate following normal procedures with assistance from fellow workers, ifnecessary,beforeexitingtheregulatedareatoobtainpropermedicaltreatment.
2. For life-threatening injuryor illness,workerdecontamination shall take leastpriorityaftermeasurestostabilizetheinjuredworker,removethemfromtheregulatedarea,andsecurepropermedicaltreatment.
F. Telephone numbers of any/all emergency response personnel shall be prominently posted inthecleanroom,alongwiththelocationofthenearesttelephone.
G. TheContractor shallprovideverificationof firstaid/CPR training forpersonnel responsible forproviding first aid/CPR. OSHA requires medical assistance within 3-4 minutes of a life-threatening injury/illness. Bloodborne Pathogen training shall also be verified for thosepersonnelrequiredtoprovidefirstaid/CPR.
H. TheEmergencyActionPlan shall provide for aContingencyPlan in theevent that an incidentoccurs that may require the modification of the Asbestos Hazard Abatement Plans duringabatement.Suchincidentsinclude,butarenotlimitedto,fire;accident;powerfailure;negativepressure failure; and supplied air system failure. TheContractor shall detail procedures to befollowed in the event of an incident assuring that asbestos abatement work is stopped andwettingiscontinueduntilcorrectionoftheproblem.
1.5.13PRE-CONSTRUCTIONMEETING
Prior to commencing the work, the Contractor shall meet with the VA Certified IndustrialHygienist(VPCIH)topresentandreview,asappropriate,theitemsfollowingthisparagraph.TheContractor'sCompetentPerson(s)whowillbeon-siteshallparticipateinthepre-startmeeting.Thepre-startmeetingistodiscussanddetermineprocedurestobeusedduringtheproject.Atthismeeting,theContractorshallprovide:
A. ProofofKDHEAsbestosControlcontractorlicensing.B. Proof theCompetentPerson(s) is trainedandaccreditedandapproved forworking in thisState.
VerificationoftheexperienceoftheCompetentPerson(s)shallalsobepresented.C. A list of all workers whowill participate in the project, including experience and verification of
trainingandaccreditation.D. A list of and verification of training for all personnel who have current first-aid/CPR training. A
minimumofonepersonpershiftmusthaveadequatetraining.E. Currentmedicalwrittenopinionsforallpersonnelworkingon-sitemeetingtherequirementsof29
CFR1926.1101(m).F. Currentfit-testsforallpersonnelwearingrespiratorson-sitemeetingtherequirementsof29CFR
1926.1101(h)andAppendixC.G. A copy of the Asbestos Hazard Abatement Plan for Class II Asbestos Abatement. In these
procedures,thefollowinginformationmustbedetailed,specificforthisproject.1. Regulatedareapreparationprocedures;2. NotificationrequirementsprocedureofContractorasrequiredin29CFR1926.1101(d)and
KDHEregulation28-50-8;3. Decontaminationareaset-up/layoutanddecontaminationproceduresforemployees;4. ClassIIabatementmethods/proceduresandequipmenttobeused;5. Personalprotectiveequipmenttobeused;
H. AtthismeetingtheContractorshallprovideallsubmittalsasrequired.I. Proceduresforhandling,packaginganddisposalofasbestoswaste.
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J. EmergencyActionPlanandContingencyPlanProcedures.
1.6PROJECTCOORDINATION
The following are the minimum administrative and supervisory personnel necessary forcoordinationofthework.
1.6.1PERSONNEL
A. Administrative and supervisory personnel shall consist of a qualified Competent Person(s) asdefined by OSHA in the Construction Standards and the Asbestos Construction Standard;Contractor Professional Industrial Hygienist and Industrial Hygiene Technicians. Theseemployees are the Contractor's representatives responsible for compliance with thesespecificationsandallotherapplicablerequirements.
B. Non-supervisorypersonnelshallconsistofanadequatenumberofqualifiedpersonneltomeetthe schedule requirements of the project. Personnel shall meet required qualifications.Personnel utilized on-site shall be pre-approved by the VA representative. A request forapproval shall be submitted for any person to be employed during the project giving theperson's name; social security number; qualifications; accreditation card with color picture;CertificateofWorker'sAcknowledgment;andAffidavitofMedicalSurveillanceandRespiratoryProtectionandcurrentRespiratorFitTest.
C. MinimumqualificationsforContractorandassignedpersonnelare:1. TheContractorhas conductedwithin the last three (3) years, three (3) projectsof similar
complexity and dollar value as this project; has not been cited and penalized for seriousviolationsoffederal(andstateasapplicable)EPAandOSHAasbestosregulationsinthepastthree (3) years;hasadequate liability/occurrence insurance forasbestosworkas requiredbythestate;islicensedinapplicablestates;hasadequateandqualifiedpersonnelavailableto complete thework;has comprehensiveAsbestosHazardAbatementPlans for asbestoswork;andhasadequatematerials,equipmentandsuppliestoperformthework.
2. TheCompetentPersonhas four (4)yearsofabatementexperienceofwhichtwo(2)yearswereastheCompetentPersonontheproject;meetstheOSHAdefinitionofaCompetentPerson;hasbeentheCompetentPersonontwo(2)projectsofsimilarsizeandcomplexityasthis projectwithin the past three (3) years; has completed EPA AHERA/OSHA/State/Localtraining requirements/accreditation(s) and refreshers; and has all required OSHAdocumentationrelatedtomedicalandrespiratoryprotection.
3. TheContractorProfessional IndustrialHygienist/CIH (CPIH/CIH) shallhave five (5) yearsofmonitoringexperienceandsupervisionofasbestosabatementprojects;hasparticipatedasseniorIHonfive(5)abatementprojects,three(3)ofwhicharesimilarinsizeandcomplexityas thisproject;hasdevelopedat leastonecompleteAsbestosHazardAbatementPlan forasbestosabatement;has trainedabatementpersonnel for three (3) years;has specializedEPA AHERA/OSHA training in asbestos abatement management, respiratory protection,wastedisposalandasbestosinspection;hascompletedtheNIOSH582Courseorequivalent,Contractor/Supervisor course; and has appropriate medical/respiratory protectionrecords/documentation.
4. TheAbatement Personnel shall have completed the EPAAHERA/OSHAabatementworkercourse;havetrainingontheAsbestosHazardAbatementPlansof theContractor;hasoneyearofasbestosabatementexperience;hasapplicablemedicaland respiratoryprotectiondocumentation; and has certificate of training/current refresher and Stateaccreditation/license.
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5.All personnel shouldbe in compliancewithOSHAconstruction safety trainingasapplicableandsubmitcertification.
1.7RESPIRATORYPROTECTION
1.7.1GENERAL-RESPIRATORYPROTECTIONPROGRAM
The Contractor shall develop and implement a written Respiratory Protection Program (RPP)whichisincompliancewiththeJanuary8,1998OSHArequirementsfoundat29CFR1926.1101and 29 CFR 1910.Subpart I;134. ANSI Standard Z88.2-1992 provides excellent guidance fordevelopingarespiratoryprotectionprogram.AllrespiratorsusedmustbeNIOSHapprovedforasbestos abatement activities. The written RPP shall, at a minimum, contain the basicrequirementsfoundat29CFR1910.134(c)(1)(i-ix)-RespiratoryProtectionProgram.
1.7.2RESPIRATORYPROTECTIONPROGRAMCOORDINATOR
TheRespiratoryProtectionProgramCoordinator (RPPC)mustbe identifiedandshallhavetwo(2)yearsexperiencecoordinatingRPPof similar sizeandcomplexity.TheRPPCmustsubmitasignedstatementattestingtothefactthattheprogrammeetstheaboverequirements.
1.7.3SELECTIONANDUSEOFRESPIRATORS
TheprocedurefortheselectionanduseofrespiratorsmustbesubmittedtotheVAaspartofthe Contractor's qualifications. The procedure must written clearly enough for workers tounderstand.AcopyoftheRespiratoryProtectionProgrammustbeavailableinthecleanroomofthedecontaminationunitforreferencebyemployeesorauthorizedvisitors.
1.7.4MINIMUMRESPIRATORYPROTECTION
Minimumrespiratoryprotectionshallbeahalfface,HEPAfiltered,airpurifyingrespiratorwhenfiber levels are maintained consistently at or below 0.1 f/cc. A higher level of respiratoryprotectionmay be provided or required, depending on fiber levels. Respirator selection shallmeettherequirementsof29CFR1926.1101(h);Table1,exceptasindicatedinthisparagraph.Abatementpersonnelmusthavearespiratorfortheirexclusiveuse.
1.7.5MEDICALWRITTENOPINION
Noemployeeshallbeallowedtoweararespiratorunlessaphysicianorother licensedhealthcareprofessionalhasprovidedawrittendeterminationtheyaremedicallyqualifiedtoweartheclassofrespiratortobeusedontheprojectwhilewearingwholebodyimpermeablegarmentsandsubjectedtoheatorcoldstress.
1.7.6RESPIRATORFITTEST
Allpersonnelwearingrespiratorsshallhaveacurrentqualitative/quantitativefittestwhichwasconductedinaccordancewith29CFR1910.134(f)andAppendixA.QuantitativefittestsshallbedoneforPAPRswhichhavebeenputintoamotor/blowerfailuremode.
1.7.7RESPIRATORFITCHECK
TheCompetentPersonshallassurethatthepositive/negativepressureusersealcheckisdoneeachtimetherespiratorisdonnedbyanemployee.Headcoveringsmustcoverrespiratorhead
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straps.Anysituationthatpreventsaneffectivefacepiecetofacesealasevidencedbyfailureofausersealcheckshallprecludethatpersonfromwearingarespirator insidetheregulatedareauntilresolutionoftheproblem.
1.7.8MAINTENANCEANDCAREOFRESPIRATORS
The Respiratory Protection Program Coordinator shall submit evidence and documentationshowingcompliancewith29CFR1910.134(h)MaintenanceandCareofRespirators.
1.7.9SUPPLIEDAIRSYSTEMS
Ifasuppliedairsystemisused,thesystemshallmeetallrequirementsof29CFR1910.134andthe ANSI/Compressed Gas Association (CGA) Commodity Specification for Air currentrequirements forType1 -GradeDbreathingair. Lowpressuresystemsarenotallowedtobeusedon asbestos abatementprojects. SuppliedAir respirator use shall be in accordancewithEPA/NIOSH publication EPA-560-OPTS-86-001 "A Guide to Respiratory Protection for theAsbestos Abatement Industry". The competent person on site will be responsible for thesuppliedairsystemtoensurethesafetyoftheworker.
1.8WORKERPROTECTION
1.8.1TRAININGOFABATEMENTPERSONNEL
Prior to beginning any abatement activity, all personnel shall be trained in accordance withOSHA29CFR1926.1101(k)(9)andanyadditionalKansasAdministrativeRegulation(K.A.R.)28-50 regulatedbyKDHEorotherwiseapprovedby thedepartment . Trainingmust include,ataminimum, the elements listed at 29 CFR 1926.1101 (k)(9)(viii). Training shall have beenconductedbyathirdparty,EPA/StateapprovedtrainermeetingtherequirementsofEPA40CFR763 Appendix C (AHERA MAP). Initial training certificates and current refresher andaccreditationproofmustbesubmittedforeachpersonworkingatthesite.
1.8.2MEDICALEXAMINATIONS
Medicalexaminationsmeetingtherequirementsof29CFR1926.1101(m)shallbeprovidedforallpersonnelworkingintheregulatedarea,regardlessofexposurelevels.Acurrentphysician'swrittenopinionasrequiredby29CFR1926.1101(m)(4)shallbeprovidedforeachpersonandshall include in themedicalopinion thepersonhasbeenevaluated forworking inaheatandcold stress environment while wearing personal protective equipment (PPE) and is able toperformtheworkwithoutriskofmaterialhealthimpairment.
1.8.3PERSONALPROTECTIVEEQUIPMENT
Providewholebodyclothing,headcoverings,footcoveringsandanyotherpersonalprotectiveequipment as determined by conducting the hazard assessment required byOSHA at 29 CFR1910.132 (d). The Competent Person shall ensure the integrity of personal protectiveequipmentworn for the duration of the project. Duct tape shall be used to secure all suitsleeves towristsandtosecure footcoveringsat theankle. Workerprotectionshallmeet themoststringentrequirements.
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1.8.4REGULATEDAREAENTRYPROCEDURE
The Competent Person shall ensure that each time workers enter the regulated area theyremove ALL street clothes in the clean room of the decontamination unit and put on newdisposablecoveralls,headcoverings,acleanrespirator,andthenproceedthroughtheshowerroomto theequipment roomwhere theyputonnon-disposable requiredpersonalprotectiveequipment.
1.8.5DECONTAMINATIONPROCEDURE
The Competent Person shall require all personnel to adhere to following decontaminationprocedureswhenevertheyleavetheregulatedarea.
A. When exiting the regulated area, remove all disposable PPE and dispose of in a disposal bagprovidedintheregulatedarea.
B.Carefullydecontaminateandcleantherespirator.Putinacleancontainer/bag.
1.8.6REGULATEDAREAREQUIREMENTS
TheCompetentPersonshallmeetallrequirementsof29CFR1926.1101(o)andassurethatallrequirementsfor29CFR1926.1101(e)regulatedareasaremetapplicabletoClass IIwork.Allpersonnelintheregulatedareashallnotbeallowedtoeat,drink,smoke,chewtobaccoorgum,applycosmetics,orinanywayinterferewiththefitoftheirrespirator.
1.9DECONTAMINATIONFACILITIES:1.9.1DESCRIPTION:
Provide each regulated area with separate personnel decontamination facilities (PDF) andwaste/equipmentdecontaminationfacilities(W/EDF),ifapplicable.EnsurethatthePDFaretheonlymeansof ingressandegresstotheregulatedareaandthatallequipment,baggedwaste,andothermaterialexittheregulatedareaonlythroughtheW/EDF.
1.9.2GENERALREQUIREMENTS
AllpersonnelenteringorexitingaregulatedareamustgothroughthePDFandshallfollowtherequirements at 29 CFR 1926.1101 (j)(1) and these specifications, if applicable. All waste,equipmentandcontaminatedmaterialsmustexittheregulatedareathroughtheW/EDFandbedecontaminated in accordance with these specifications. Walls and ceilings of the PDF andW/EDF must be constructed of a minimum of 3 layers of 6 mil opaque fire retardantpolyethylene sheeting and be securely attached to existing building components and/or anadequatetemporaryframework.Aminimumof3layersof6milpolyshallalsobeusedtocoverthefloorunderthePDFandW/EDFunits.Constructdoorssothattheyoverlapandsecuretoadjacentsurfaces.Weight inner doorway sheetswith layers of duct tape so that they close quickly afterrelease.Putarrowsonsheetssotheyshowdirectionoftravelandoverlap.Ifthebuildingadjacentarea is occupied, construct a solid barrier on the occupied side(s) to protect the sheeting andreducepotentialfornon-authorizedpersonnelenteringtheregulatedarea.
1.9.3TEMPORARYFACILITIESTOTHEPDFANDW/EDF
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The Competent Person shall provide temporary water service connections to the PDF andW/EDF. Backflow preventionmust be provided at the point of connection to the VA system.Watersupplymustbeofadequatepressureandmeetrequirementsof29CFR1910.141(d)(3).Provide adequate temporary overhead electric power with ground fault circuit interruption(GFCI)protection.Provideasub-panelequippedwithGFCIprotectionforalltemporarypowerinthecleanroom.Provideadequatelightingtoprovideaminimumof50footcandlesinthePDFand W/EDF. Provide temporary heat, if needed, to maintain 70oF throughout the PDF andW/EDF.
1.9.4PERSONNELDECONTAMINATIONFACILITY(PDF)
1.CleanRoom:Thecleanroommustbephysicallyandvisuallyseparatedfromtherestofthebuilding to protect the privacy of personnel changing clothes. The clean room shall beconstructedofat least3 layersof6milopaque fire retardantpoly toprovideanair tightroom. Provide aminimum of 2 - 900mm (3 foot) wide 6mil poly opaque fire retardantdoorways.Onedoorwayshallbetheentry fromoutsidethePDFandtheseconddoorwayshallbetotheshowerroomofthePDF.Thefloorofthecleanroomshallbemaintainedinaclean,drycondition.Showeroverflowshallnotbeallowed intothecleanroom.Provide1storagelockerperperson.Aportablefireextinguisher,minimum10poundscapacity,TypeABC,shallbeprovidedinaccordancewithOSHAandNFPAStandard10.Allpersonsenteringtheregulatedareashallremoveallstreetclothinginthecleanroomanddressindisposableprotectiveclothingandrespiratoryprotection.Anypersonenteringthecleanroomdoessoeither from the outside with street clothing on or is coming from the shower roomcompletely naked and thoroughly washed. Females required to enter the regulated areashallbeensuredoftheirprivacythroughouttheentry/exitprocessbypostingguardsatbothentrypointstothePDFsonomalecanenterorexitthePDFduringherstayinthePDF.
2. Shower Room: The Competent Person shall assure that the shower room is a completelywatertightcompartmenttobeusedforthemovementofallpersonnelfromthecleanroomto theequipment roomand for theshoweringofallpersonnelgoing fromtheequipmentroomtothecleanroom.Eachshowershallbeconstructedsowaterrunsdownthewallsoftheshowerandintoadrippan.Installafreelydrainingsmoothfloorontopoftheshowerpan.Theshowerroomshallbeseparatedfromtherestofthebuildingandfromthecleanroomandequipmentroomusingairtightwallsmadefromatleast3layersof6milopaquefireretardantpoly.Theshowershallbeequippedwithashowerheadandcontrols,hotandcoldwater,drainage,soapdishandcontinuoussupplyofsoap,andshallbemaintainedinasanitary condition throughout its use. The controls shall be arranged so an individual canshower without assistance. Provide a flexible hose shower head, hose bibs and all otheritems shown on Shower Schematic. Waste water will be pumped to a drain after beingfilteredthroughaminimumofa100micronsockintheshowerdrain;a20micronfilter;andafinal5micronfilter.Filterswillbechangedaminimumofdailyormoreoftenasneeded.Filter changesmust be done in the shower to prevent loss of contaminatedwater. Hosedown all shower surfaces after each shift and clean any debris from the shower pan.Residueistobedisposedofasasbestoswaste.
3. EquipmentRoom:TheCompetentPersonshallprovideanequipmentroomwhichshallbean air tight compartment for the storage of work equipment/tools, reusable personalprotectiveequipment,exceptforarespiratorandforuseasagrossdecontaminationareaforpersonnelexitingtheregulatedarea.Theequipmentroomshallbeseparatedfromtheregulated area by aminimum 3 foot wide doormadewith 2 layers of 6mil opaque fire
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retardantpoly.Theequipmentroomshallbeseparatedfromtheregulatedarea,theshowerroomandtherestofthebuildingbyairtightwallsandceilingconstructedofaminimumof3layersof6milopaquefireretardantpoly.Dampwipeallsurfacesoftheequipmentroomaftereachshiftchange.Provideanadditionallooselayerof6milfireretardantpolypershiftchangeandremovethislayeraftereachshift.Ifneeded,provideatemporaryelectricalsub-panelequippedwithGFCIintheequipmentroomtoaccommodateanyequipmentrequiredintheregulatedarea.
4. The PDF shall be as follows: Clean room at the entrance followed by a shower roomfollowed by an equipment room leading to the regulated area. Each doorway in the PDFshallbeaminimumof2layersof6milopaquefireretardantpoly.
SPEC. WRITER NOTE: OSHA does not require adecontaminationunitforClassIIwork.
1.9.5WASTE/EQUIPMENTDECONTAMINATIONFACILITY(W/EDF)
TheCompetentPersonshallprovideanW/EDFconsistingofawash room,holding room,andclean room for removal of waste, equipment and contaminatedmaterial from the regulatedarea.Personnelshallnotenterorexit theW/EDFexcept in theeventofanemergency.Cleandebris and residue in theW/EDFdaily. All surfaces in theW/EDF shall bewiped/hoseddownaftereachshiftandalldebrisshallbecleanedfromtheshowerpan.TheW/EDFshallconsistofthefollowing:1. WashDownStation:Provideanenclosedshowerunitintheregulatedareajustoutsidethe
WashRoomasanequipmentbagandcontainercleaningstation.2. Wash Room: Provide a wash room for cleaning of bagged or containerized asbestos
containingwastematerialspassedfromtheregulatedarea.Constructthewashroomusing50 x100mm (2" x4")wood framingand3 layersof 6mil fire retardantpoly. Locate thewash room so that packaged materials, after being wiped clean, can be passed to theHolding Room. Doorways in thewash room shall be constructed of 2 layers of 6mil fireretardantpoly.
3. HoldingRoom:Provideaholdingroomasadroplocationforbaggedmaterialspassedfromthewashroom.Constructtheholdingroomusing50x100mm(2"x4")woodframingand3layersof6milfireretardantpoly.Theholdingroomshallbelocatedsothatbaggedmaterialcannotbepassedfromthewashroomtothecleanroomunlessitgoesthroughtheholdingroom.Doorwaysintheholdingroomshallbeconstructedof2layersof6milfireretardantpoly.
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4. Clean Room: Provide a clean room to isolate the holding room from the exterior of theregulatedarea.Constructthecleanroomusing2x4woodframingand2layersof6milfireretardantpoly.Thecleanroomshallbelocatedsoastoprovideaccesstotheholdingroomfromthebuildingexterior.Doorwaystothecleanroomshallbeconstructedof2layersof6mil fire retardant poly. When a negative pressure differential system is used, a rigidenclosure separation between the W/EDF clean room and the adjacent areas shall beprovided.
5. TheW/EDFshallbeasfollows:WashRoomleadingtoaHoldingRoomfollowedbyaCleanRoomleadingtooutsidetheregulatedarea.Seediagram.
1.9.6WASTE/EQUIPMENTDECONTAMINATIONPROCEDURES:
Atthewashdownstationintheregulatedarea,thoroughlywetcleancontaminatedequipmentand/or sealed polyethylene bags and pass into Wash Room after visual inspection. WhenpassinganythingintotheWashRoom,closealldoorwaysoftheW/EDF,otherthanthedoorwaybetween thewashdown station and theWash Room. Keep all outside personnel clear of theW/EDF.OnceinsidetheWashRoom,wetcleantheequipmentand/orbags.Aftercleaningandinspection,passitemsintotheHoldingRoom.ClosealldoorwaysexceptthedoorwaybetweentheHoldingRoomandtheCleanRoom.WorkersfromtheCleanRoom/ExteriorshallentertheHolding Room and remove the decontaminated/cleaned equipment/bags for removal anddisposal.ThesepersonnelwillnotberequiredtowearPPE.AtnotimeshallpersonnelfromthecleansidebeallowedtoentertheWashRoom.
PART2-PRODUCTS,MATERIALSANDEQUIPMENT
2.1MATERIALSANDEQUIPMENT
2.1.1GENERALREQUIREMENTS(ALLABATEMENTPROJECTS)
Prior to the start of work, the contractor shall provide andmaintain a sufficient quantity ofmaterials and equipment to assure continuous and efficientwork throughout the durationoftheproject.WorkshallnotstartunlessthefollowingitemshavebeendeliveredtothesiteandtheCPIH/CIHhassubmittedverificationtotheVA'srepresentative.
A. Allmaterialsshallbedeliveredintheiroriginalpackage,containerorbundlebearingthenameofthemanufacturerandthebrandname(whereapplicable).
B. Store all materials subject to damage off the ground, away from wet or damp surfaces andunder cover sufficient enough to prevent damage or contamination. Flammable and
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combustiblematerialscannotbestoredinsidebuildings.Replacementmaterialsshallbestoredoutsideoftheregulatedareauntilabatementiscompleted.
C. TheContractorshallnotblockorhinderuseofbuildingsbypatients,staff,andvisitorstotheVAinpartiallyoccupiedbuildingsbyplacingmaterials/equipmentinanyunauthorizedlocation.
D. The Competent Person shall inspect for damaged, deteriorating or previously usedmaterials.Such materials shall not be used and shall be removed from the worksite and disposed ofproperly.
E. Polyethylene sheeting forwalls in the regulatedarea shallbeaminimumof4-mils. For floorsandall otheruses, sheetingof at least6-mil shall beused inwidths selected tominimize thefrequencyofjoints.Fireretardantpolyshallbeusedthroughout.
F. The method of attaching polyethylene sheeting shall be agreed upon in advance by theContractorandtheVAandselectedtominimizedamagetoequipmentandsurfaces.Methodofattachmentmay include any combinationofmoisture resistant duct tape furring strips, sprayglue, staples, nails, screws, lumber and plywood for enclosures or other effective procedurescapableofsealingpolyethylenetodissimilarfinishedorunfinishedsurfacesunderbothwetanddryconditions.
G. Polyethylenesheetingutilizedforcriticalbarriersintheregulatedareashallbeaminimumof6milfireretardantpoly
H. Installationandplumbinghardware,showers,hoses,drainpans,sumppumpsandwastewaterfiltrationsystemshallbeprovidedbytheContractor,ifapplicable.
I. AnadequatenumberofHEPAvacuums,scrapers,sprayers,nylonbrushes,brooms,disposablemops,rags,sponges,stapleguns,shovels,laddersandscaffoldingofsuitableheightandlengthaswellasmeetingOSHArequirements,fallprotectiondevices,waterhosetoreachallareasinthe regulated area, airless spray equipment, and any other tools, materials or equipmentrequired to conduct the abatement project shall be provided. All electrically operated handtools,equipment,electriccordsshallbeconnectedtoGFCIprotection.
J. Special protection for objects in the regulated area shall be detailed (e.g., plywood overcarpetingorhardwoodfloorstopreventdamagefromscaffolds,waterandfallingmaterial).
K. 2layersof6milspolydisposablebagsand/orrigid,impermeablecontainermadeofcardboardfiber,plastic,ormetalwhichcanbe sealed inorder tobe sift-proof,dustproof,and leak-tightdrumsforasbestoswasteshallbepre-printedwithlabels,markingsandaddressasrequiredbyOSHA,EPAandDOTregulations.
L. TheVA shallbeprovidedanadvance copyof theSDSas required forall hazardous chemicalsunder OSHA 29 CFR 1910.1200 - Hazard Communication in the pre-project submittal.Chlorinated compounds shall not be used with any spray adhesive, mastic remover or otherproduct.
M. OSHADANGER demarcation signs, asmany and as required byOSHA 29 CFR 1926.1101(k)(7)shallbeprovidedandplacedbytheCompetentPerson.AllotherpostersandnoticesrequiredbyFederalandStateregulationsshallbepostedintheCleanRoom.
N. AdequateandappropriatePPEfortheprojectandnumberofpersonnel/shiftsshallbeprovided.All personal protective equipment issued must be based on a written hazard assessmentconductedunder29CFR1910.132(d).
2.1.2NEGATIVEPRESSUREFILTRATIONSYSTEM
The Contractor shall provide enough HEPA negative air machines to continuouslymaintain apressuredifferentialof-0.02"watercolumngauge(WCG),ifapplicable.TheCompetentPersonshalldeterminethenumberofunitsneededfortheregulatedareabydividingthecubicfeetin
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the regulatedareaby15and thendividing that resultby thecubic feetperminute (CFM) foreach unit to determine the number of units needed to continuously maintain a pressuredifferential of -0.02" WCG. Provide a standby unit in the event of machine failure and/oremergencyinanadjacentarea.
NIOSH has done extensive studies and has determined that negative air machines typicallyoperateat~50%efficiency.Thecontractorshallconsiderthisintheirdeterminationofnumberofunitsneededtocontinuouslymaintainapressuredifferentialof-0.02"WCG.Thecontractorshalluse8airchangesperhourordoublethenumberofmachines,basedontheircalculations,or submitproof theirmachinesoperateat stated capacities, at a 2"pressuredropacross thefilters.
2.1.3DESIGNANDLAYOUT
A. Before start ofwork submit thedesign and layout of the regulated area and thenegative airmachines. The submittal shall indicate the number of, location of and size of negative airmachines. The point(s) of exhaust, air flow within the regulated area, anticipated negativepressuredifferential,andsupportingcalculationsforsizingshallbeprovided.Inaddition,submitthefollowing:1. Methodofsupplyingpowertotheunitsanddesignation/locationofthepanels.2. Descriptionoftestingmethod(s)forcorrectairvolumeandpressuredifferential.3. If auxiliary power supply is to be provided for the negative air machines, provide a
schematic diagram of the power supply and manufacturer's data on the generator andswitch.
2.1.4NEGATIVEAIRMACHINES(HEPAUNITS)
A. Negative Air Machine Cabinet: The cabinet shall be constructed of steel or other durablematerialcapableofwithstandingpotentialdamagefromroughhandlingandtransportation.Thewidthofthecabinetshallbelessthan30"inordertofitinstandarddoorways.Thecabinetmustbe factory sealed to prevent asbestos fibers from being released during use, transport, ormaintenance.Anyaccesstoandreplacementoffiltersshallbefromtheinletend.Theunitmustbeoncastersorwheels.
B. NegativeAirMachineFan: The rating capacityof the fanmust indicate theCFMunderactualoperating conditions. Manufacturer's typically use "free-air" (no resistance) conditions whenratingfans.Thefanmustbeacentrifugaltypefan.
C. NegativeAirMachineFinalFilter:ThefinalfiltershallbeaHEPAfilter.Thefiltermediamustbecompletely sealed on all edges within a structurally rigid frame. The filter shall align with acontinuousflexiblegasketmaterialinthenegativeairmachinehousingtoformanairtightseal.EachHEPA filter shall be certified by themanufacturer to have an efficiency of not less than99.97%. Testing shall have been done in accordancewithMilitary StandardMIL-STD-282 andArmyInstructionManual136-300-175A.EachfiltermustbearaUL586labeltoindicateabilitytoperform under specified conditions. Each filter shall be marked with the name of themanufacturer,serialnumber,airflowrating,efficiencyandresistance,andthedirectionoftestairflow.
D. NegativeAirMachinePre-filters:Thepre-filters,whichprotectthefinalHEPAfilterbyremovinglargerparticles,arerequiredtoprolongtheoperatinglifeoftheHEPAfilter.Twostagesofpre-filtrationarerequired.Afirststagepre-filtershallbealowefficiencytypeforparticles10micronorlarger.Asecondstagepre-filtershallhaveamediumefficiencyeffectiveforparticlesdownto
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5micronor larger.Pre-filters shallbe installedeitheronor in the intakeopeningof theNAMandthesecondstagefiltermustbeheldinplacewithaspecialhousingorclamps.
E. NegativeAirMachine Instrumentation: Eachunitmust beequippedwith a gauge tomeasurethepressuredropacrossthefiltersandtoindicatewhenfiltershavebecomeloadedandneedtobechanged.A table indicating thecfm forvariouspressure readingson thegauge shallbeaffixednearthegaugeforreferenceorthereadingshall indicateatwhatpointthefiltersshallbechanged,notingcfmdelivery.Theunitmusthaveanelapsedtimemetertoshowtotalhoursofoperation.
F. NegativeAirMachine Safety andWarningDevices: An electrical/mechanical lockoutmust beprovidedtopreventthefanfrombeingoperatedwithoutaHEPAfilter.UnitsmustbeequippedwithanautomaticshutdowndevicetostopthefanintheeventofaruptureintheHEPAfilterorblockageinthedischargeofthefan.Warninglightsarerequiredtoindicatenormaloperation;toohighapressuredropacrossfilters;ortoolowofapressuredropacrossfilters.
G. Negative AirMachine Electrical: All electrical components shall be approved by the NationalElectrical Manufacturer's Association (NEMA) and Underwriters Laboratories (UL). Each unitmustbeprovidedwithoverloadprotectionandthemotor, fan,fanhousing,andcabinetmustbegrounded.
H. It is essential that replacement HEPA filters be tested using an “in-line” testing method, toensure the seal around the peripherywas not damagedduring replacement. Damage to theouterHEPAfiltersealcouldallowcontaminatedairtobypasstheHEPAfilterandbedischargedtoaninappropriatelocation. ContractorwillprovidewrittendocumentationoftestresultsfornegativeairmachineunitswithHEPAfilterschangedbythecontractorordocumentationwhenchangedandtestedbythecontractorfilters.
2.1.5PRESSUREDIFFERENTIAL
Thefullyoperationalnegativeairsystemwithintheregulatedareashallcontinuouslymaintainapressure differential of -0.02" water column gauge. Before any disturbance of any asbestosmaterial, this shall be demonstrated to the VA by use of a pressure differentialmeter/manometerasrequiredbyOSHA29CFR1926.1101(e)(5)(i).TheCompetentPersonshallbe responsible for providing, maintaining, and documenting the negative pressure and airchangesasrequiredbyOSHAandthisspecification.
2.2CONTAINMENTBARRIERSANDCOVERINGSINTHEREGULATEDAREA
2.2.1GENERAL
A. Using critical barriers, seal off the perimeter to the regulated area to completely isolate theregulated area from adjacent spaces. All surfaces in the regulated area must be covered topreventcontaminationandtofacilitateclean-up.Shouldadjacentareasbecomecontaminatedasaresultofthework,immediatelystopworkandcleanupthecontaminationatnoadditionalcosttotheVA.ProvidefirestoppingandidentifyallfirebarrierpenetrationsduetoabatementworkasspecifiedinSection2.2.6;FIRESTOPPING.
B. Placeall tools, scaffolding,materialsandequipmentneededforworking in theregulatedareaprior to erecting any plastic sheeting. All uncontaminated removable furniture, equipmentand/orsuppliesshallberemovedbytheVAfromtheregulatedareabeforecommencingwork.Anyobjectsremainingintheregulatedareashallbecompletelycoveredwith2 layersof6-mil
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fire retardant poly sheeting and secured with duct tape. Lock out and tag out anyHVAC/electricalsystemsintheregulatedarea.
2.2.3CONTROLLINGACCESSTOTHEREGULATEDAREA
Access to the regulated area is allowed only through the personnel decontamination facility(PDF), if applicable. All other means of access shall be eliminated and OSHA DANGERdemarcation signspostedas requiredbyOSHA. If the regulatedarea is adjacent to,orwithinviewofanoccupiedarea,provideavisualbarrierof6milopaquefireretardantpolytopreventbuildingoccupantobservation.Iftheadjacentareaisaccessibletothepublic,thebarriermustbe solid and capable of withstanding the negative pressure. Fire resistant barriers must bedrywall/gypsumboardconstruction. DangersignsmustbepostedasperOSHA.AnyalternatemethodmustbesubmittedinadvanceforVAwrittenapprovalpriortouse.
2.2.4CRITICALBARRIERS
Completelyseparateanyoperationsintheregulatedareafromadjacentareasusing2layersof6milfireretardantpolyandducttape.Individuallysealwith2layersof6milpolyandducttapeall HVACopenings into the regulated area. Individually seal all lighting fixtures, clocks, doors,windows,convectors,speakers,oranyotherobjects/openingsintheregulatedarea.Heatmustbeshutoffanyobjectscoveredwithpoly.
2.2.5EXTENSIONOFTHEREGULATEDAREA
Iftheenclosureoftheregulatedareaisbreachedinanywaythatcouldallowcontaminationtooccur, the affected area shall be included in the regulated area and constructed as per thissection. Decontamination measures must be started immediately and continue until airmonitoringindicatesbackgroundlevelsaremet.
2.2.6FIRESTOPPING
A. Through penetrations caused by cables, cable trays, pipes, sleeves, conduits, etc. must befirestoppedwithafire-ratedfirestopsystemprovidinganairtightseal.
B. Firestopmaterials thatarenotequal to thewallorceilingpenetratedshallbebrought to theattentionoftheVARepresentative.TheContractorshalllistallareasofpenetration,thetypeofsealantused,andwhetherornotthelocationisfirerated.Anydiscoveryofpenetrationsduringabatement shall be brought to the attention of the VA representative immediately. Allwalls,floors and ceilings are considered fire rated unless otherwise determined by the VARepresentativeorFireMarshall.
C. AnyvisibleopeningswhetherornotcausedbyapenetrationshallbereportedbytheContractortotheVARepresentative forasealantsystemdetermination.FirestopsshallmeetASTME814andUL1479requirementsfortheopeningsize,penetrant,andfireratingneeded.
2.3MONITORING,INSPECTIONANDTESTING
2.3.1GENERAL
A. Performthroughoutabatementworkmonitoring,inspectionandtestinginsideandaroundtheregulated area in accordance with the OSHA requirements and these specifications. OSHArequires that the Employee exposure to asbestos must not exceed 0.1 fibers per cubic
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centimeter(f/cc)ofair,averagedoveran8-hourworkshift.TheCPIH/CIHisresponsibleforandshall inspectandoversee theperformanceof theContractor IHTechnician.The IHTechnicianshall continuously inspect and monitor conditions inside the regulated area to ensurecompliance with these specifications. In addition, the CPIH/CIH shall personally manage airsample collection, analysis, and evaluation for personnel, regulated area, and adjacent areasamplestosatisfyOSHArequirements.Additionalinspectionandtestingrequirementsarealsoindicatedinotherpartsofthisspecification.
B. The VA will employ an independent industrial hygienist (VPIH/CIH) consultant and/or use itsownIHtoperformvariousservicesonbehalfoftheVA.TheVPIH/CIHwillperformthenecessarymonitoring, inspection, testing, and other support services to ensure that VA patients,employees, and visitors will not be adversely affected by the abatement work, and that theabatement work proceeds in accordance with these specifications, that the abated areas orabatedbuildingshavebeensuccessfullydecontaminated.TheworkoftheVPIH/CIHconsultantinnoway relieves theContractor fromtheir responsibility toperformthework inaccordancewith contract/specification requirements, to perform continuous inspection, monitoring andtestingforthesafetyof theiremployees,andtoperformothersuchservicesasspecified.Thecostof theVPIH/CIHand their serviceswillbeborneby theVAexcept forany repeatof finalinspectionandtesting thatmayberequiredduetounsatisfactory initial results.Anyrepeatedfinalinspectionsand/ortesting,ifrequired,willbepaidforbytheContractor.
C. IffiberscountedbytheVPIH/CIHduringabatementwork,eitherinsideoroutsidetheregulatedarea,utilizingtheNIOSH7400airmonitoringmethod,exceedthespecifiedrespectivelimits,theContractorshallstopwork.TheContractormayrequestconfirmationoftheresultsbyanalysisof thesamplesbyTEM.Requestmustbe inwritingandsubmittedto theVA's representative.CostfortheconfirmationofresultswillbebornebytheContractorforboththecollectionandanalysis of samples and for the time delay that may/does result for this confirmation.Confirmation samplingandanalysiswillbe the responsibilityof theCPIH/CIHwith reviewandapproval of the VPIH/CIH. An agreement between the CPIH/CIH and the VPIH/CIH shall bereachedontheexactdetailsoftheconfirmationeffort, inwriting, includingsuchthingsasthenumber of samples, location, collection, quality control on-site, analytical laboratory,interpretationofresultsandanyfollow-upactions.Thiswrittenagreementshallbeco-signedbytheIH'sanddeliveredtotheVA'srepresentative.
2.3.2SCOPEOFSERVICESOFTHEVPIH/CIHCONSULTANT
A. Thepurposeof theworkof theVPIH/CIH is to:assurequality;adherence to thespecification;resolveproblems;preventthespreadofcontaminationbeyondtheregulatedarea;andassureclearance at the end of the project. In addition, their work includes performing the finalinspectionandtestingtodeterminewhethertheregulatedareaorbuildinghasbeenadequatelydecontaminated.AllairmonitoringistobedoneutilizingPCM/TEM.TheVPIH/CIHwillperformthefollowingtasks:1. Task 1: Establish background levels before abatement begins by collecting background
samples.RetainsamplesforpossibleTEManalysis.2. Task 2: Perform continuous air monitoring, inspection, and testing outside the regulated
areaduringactualabatementworktodetectanyfaults intheregulatedareaisolationandanyadverseimpactonthesurroundingsfromregulatedareaactivities.
3. Task 3: Perform unannounced visits to spot check overall compliance of work withcontract/specifications. These visits may include any inspection, monitoring, and testing
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inside and outside the regulated area and all aspects of the operation except personnelmonitoring.
4. Task4:ProvidesupporttotheVArepresentativesuchasevaluationofsubmittalsfromtheContractor,resolutionofconflicts,interpretdata,etc.
5. Task5:Perform,inthepresenceoftheVArepresentative,final inspectionandtestingofadecontaminated regulated area at the conclusion of the abatement to certify compliancewithallregulationsandVArequirements/specifications.
6. Task6:Issuecertificateofdecontaminationforeachregulatedareaandprojectreport.B. All documentation, inspection results and testing results generated by the VPIH/CIH will be
available to theContractor for information and consideration. TheContractor shall cooperatewithandsupporttheVPIH/CIHforefficientandsmoothperformanceoftheirwork.
C. ThemonitoringandinspectionresultsoftheVPIH/CIHwillbeusedbytheVAtoissueanyStopRemovalorders to theContractorduringabatementworkand toacceptor rejecta regulatedareaorbuildingasdecontaminated.
2.3.3MONITORING,INSPECTIONANDTESTINGBYCONTRACTORCPIH/CIH
TheContractor’sCPIH/CIH is responsible formanagingallmonitoring, inspections, and testingrequired by these specifications, as well as any and all regulatory requirements adopted bythese specifications. The CPIH/CIH is responsible for the continuous monitoring of allsubsystems and procedures which could affect the health and safety of the Contractor’spersonnel. Safety and health conditions and the provision of those conditions inside theregulatedarea forallpersonsenteringtheregulatedarea is theexclusiveresponsibilityof theContractor/Competent Person. The person performing the personnel and area airmonitoringinside the regulated area shall be an IH Technician, who shall be trained and shall havespecialized fieldexperience insamplingandanalysis.The IHTechnicianshallhavesuccessfullycompleted a NIOSH 582 Course or equivalent and provide documentation. The IH TechnicianshallparticipateintheAIHAAsbestosAnalysisRegistryorparticipateintheProficiencyAnalyticTesting program of AIHA for fiber counting quality control assurance. The IH Technician shallalso be an accredited EPA AHERA/State Contractor/Supervisor (or Abatement Worker) andBuilding Inspector. The IH Technician shall have participated in five abatement projectscollectingpersonalandareasamplesaswellasresponsibilityfordocumentationonsubstantiallysimilarprojectsinsizeandscope.TheanalyticlaboratoryusedbytheContractortoanalyzethesamplesshallbeAIHAaccreditedforasbestosPATandapprovedbytheVApriortostartoftheproject.AdailylogshallbemaintainedbytheCPIH/CIHorIHTechnician,documentingallOSHArequirementsforairpersonalmonitoringforasbestosin29CFR1926.1101(f),(g)andAppendixA.ThislogshallbemadeavailabletotheVArepresentativeandtheVPIH/CIHuponrequest.Thelog will contain, at a minimum, information on personnel or area samples, other personsrepresented by the sample, the date of sample collection, start and stop times for sampling,samplevolume,flowrate,andfibers/cc.TheCPIH/CIHshallcollectandanalyzesamplesforeachrepresentativejobbeingdoneintheregulatedarea,i.e.,removal,wetting,clean-up,andload-out.Nofewerthantwopersonalsamplespershiftshallbecollectedandoneareasampleper1,000squarefeetofregulatedareawhereabatementistakingplaceandonesamplepershiftinthecleanroomareashallbecollected. Inadditiontothecontinuousmonitoringrequired,theCPIH/CIHwillperforminspectionandtestingatthefinalstagesofabatementforeachregulatedareaasspecifiedintheCPIH/CIHresponsibilities.
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2.4ASBESTOSHAZARDABATEMENTPLAN
The Contractor shall have established AsbestosHazard Abatement Plan (AHAP) in printed formandlooseleaffolderconsistingofsimplifiedtext,diagrams,sketches,andpicturesthatestablishandexplainclearlytheprocedurestobefollowedduringallphasesoftheworkbytheContractor'spersonnel.TheAHAPmustbemodifiedasneededtoaddressspecificrequirementsofthisprojectandthespecifications.TheAHAP(s)shallbesubmittedforreviewandapprovaltotheVApriortothe startof anyabatementwork. Theminimum topics andareas tobe coveredby theAHAP(s)are:
A. MinimumPersonnelQualificationsB. EmergencyActionPlan/ContingencyPlansandArrangementsC. SecurityandSafetyProceduresD. RespiratoryProtection/PersonalProtectiveEquipmentProgramandTrainingE. MedicalSurveillanceProgramandRecordkeepingF. Regulated Area Requirements - Containment Barriers/Isolation of Regulated Area for Class II
abatementG. DecontaminationFacilitiesandEntry/ExitProcedures(PDFandW/EDF)H. NegativePressureSystemsRequirementsI. Monitoring,Inspections,andTestingJ. RemovalProceduresforACMK. DisposalofACMwaste/equipmentL. RegulatedAreaDecontamination/Clean-upM. RegulatedAreaVisualandAirClearanceN. ProjectCompletion/Closeout
2.5SUBMITTALS
2.5.1PRE-STARTMEETINGSUBMITTALS
SubmittotheVAaminimumof14dayspriortothepre-startmeetingthefollowingforreviewand approval. Meeting this requirement is a prerequisite for the pre-start meeting for thisproject:
A. Submitadetailedwork schedule for theentireproject reflecting contractdocumentsand thephasing/schedulerequirementsfromtheCPMchart.
B. Submitastafforganizationchartshowingallpersonnelwhowillbeworkingontheprojectandtheir capacity/function. Provide their qualifications, training, accreditations, and licenses, asappropriate.Provideacopyofthe"CertificateofWorker'sAcknowledgment"andthe"AffidavitofMedicalSurveillanceandRespiratoryProtection"foreachperson.
C. Submit AsbestosHazard Abatement Plan developed specifically for this project, incorporatingtherequirementsofthespecifications,prepared,signedanddatedbytheCPIH/CIH.
D. Submitthespecificsofthematerialsandequipmenttobeusedforthisprojectwithmanufacturernames,modelnumbers,performancecharacteristics,pictures/diagrams,andnumberavailableforthefollowing:1. Supplied air system, negative air machines, HEPA vacuums, air monitoring pumps,
calibration devices, pressure differential monitoring device and emergency powergeneratingsystem.
2. Wastewaterfiltrationsystem,showersystem,containmentbarriers.3. Surfactants,handheldsprayers,airlesssprayers,andfireextinguishers.
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4. Respirators,protectiveclothing,personalprotectiveequipment.5. Firesafetyequipmenttobeusedintheregulatedarea.
E. Submit thename, location,andphonenumberof theapproved landfill;proof/verification thelandfill is approved for ACM disposal; the landfill's requirements for ACMwaste; the type ofvehicletobeusedfortransportation;andname,address,andphonenumberofsubcontractor,ifused.Proofofasbestostrainingfortransportationpersonnelshallbeprovided.
F. Submit required notifications and arrangements made with regulatory agencies havingregulatory jurisdiction and the specific contingency/emergency arrangementsmadewith localhealth,fire,ambulance,hospitalauthoritiesandanyothernotifications/arrangements.
G. Submit thename, locationand verificationof the laboratory and/orpersonnel tobeused foranalysisofair and/orbulk samples.Personalairmonitoringmustbedone inaccordancewithOSHA29CFR1926.1101(f)andAppendixAandareaorclearanceairmonitoringinaccordancewithEPAAHERAprotocols.
H. Submit qualifications verification: Submit the following evidence of qualifications. Make surethat all references are current and verifiable by providing current phone numbers anddocumentation.1. AsbestosAbatementCompany:Projectexperiencewithin thepast3years; listingprojects
first most similar to this project: Project Name; Type of Abatement; Duration; Cost;ReferenceName/PhoneNumber;FinalClearance;andCompletionDate
2. List of project(s) halted by owner, A/E, IH, regulatory agency in the last 3 years: ProjectName;Reason;Date;ReferenceName/Number;Resolution
3. Listasbestosregulatorycitations (e.g.,OSHA),noticesofviolations (e.g.,FederalandstateEPA),penalties,andlegalactionstakenagainstthecompanyincludingandofthecompany’sofficers (including damages paid) in the last 3 years. Provide copies and all informationneededforverification.
I. Submit informationonpersonnel: Provide a resume; address each itemcompletely; copiesofcertificates,accreditations,andlicenses.SubmitanaffidavitsignedbytheCPIH/CIHstatingthatall personnel submitted below have medical records in accordance with OSHA 29 CFR1926.1101(m) and 29 CFR 1910.20 and that the company has implemented a medicalsurveillanceprogramandwrittenrespiratoryprotectionprogram,andmaintainsrecordkeepinginaccordancewiththeaboveregulations.Submitthephonenumberanddoctor/clinic/hospitalusedformedicalevaluations.1. CPIH/CIHandIHTechnician:Name;yearsofabatementexperience;listofprojectssimilarto
thisone;certificates,licenses,accreditationsforproofofAHERA/OSHAspecializedasbestostraining;professionalaffiliations;numberofworkerstrained;samplesoftrainingmaterials;samplesofAHAP(s)developed;medicalopinion;andcurrentrespiratorfittest.
2. Competent Person(s)/Supervisor(s): Number; names; social security numbers; years ofabatement experience as Competent Person/Supervisor; list of similar projects insize/complexity as Competent Person/Supervisor; as a worker; certificates, licenses,accreditations; proof of AHERA/OSHA specialized asbestos training; maximum number ofpersonnel supervised on a project; medical opinion (asbestos surveillance and respiratoruse);andcurrentrespiratorfittest.
3. Workers: Numbers; names; social security numbers; years of abatement experience;certificates,licenses,accreditations;trainingcoursesinasbestosabatementandrespiratoryprotection; medical opinion (asbestos surveillance and respirator use); and currentrespiratorfittest.
J. Submit copies of State license for asbestos abatement; copy of insurance policy, includingexclusionswithaletterfromagentstatinginplainlanguagethecoverageprovidedandthefact
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that asbestos abatement activities are coveredby thepolicy; copyof theAHAP incorporatingthe requirementsof this specification; informationonwhoprovides your training,howoften;whoprovidesmedicalsurveillance,howoften;whoperformsandhowispersonalairmonitoringofabatementworkersconducted;a listofreferencesof independent laboratories/IH'sfamiliarwithyourairmonitoringandAsbestosHazardAbatementPlans;copiesofmonitoringresultsofthefivereferencedprojectslistedandanalyticalmethod(s)used.
K. Rentedequipmentmustbedecontaminatedpriortoreturningtotherentalagency.L. Submit, before the start of work, the manufacturer's technical data for any and all types of
chemicalproductstobeused,allSDS,andapplicationinstructions.
2.5.2SUBMITTALSDURINGABATEMENT
A. TheCompetentPersonshallmaintainandsubmitadailylogattheregulatedareadocumentingthe dates and times of the following: purpose, attendees and summary of meetings; allpersonnelentering/exitingtheregulatedarea;documentanddiscusstheresolutionofunusualeventssuchasbarrierbreeching,equipmentfailures,emergencies,andanycauseforstoppingwork;representativeairmonitoringandresults/TWAs/ELs.SubmitthisinformationdailytotheVPIH/CIH.
B. TheCPIH/CIH shalldocumentandmaintain the inspectionandapprovalof the regulatedareapreparationpriortostartofworkanddailyduringwork.1. Removalofanypolybarriers.2. Visualinspection/testingbytheCPIH/CIHorIHTechnician.3. PackagingandremovalofACMwastefromregulatedarea.4. DisposalofACMwastematerials;copiesofWasteShipmentRecords/landfillreceiptstothe
VA'srepresentativeonaweeklybasis.
2.5.3SUBMITTALSATCOMPLETIONOFABATEMENT
The CPIH/CIH shall submit a project report consisting of the daily log book requirements anddocumentation of events during the abatement project including Waste Shipment Recordssigned by the landfill's agent. It will also include information on the containment andtransportation of waste from the containment with applicable Chain of Custody forms. Thereportshallincludeacertificateofcompletion,signedanddatedbytheCPIH/CIH,inaccordancewith Attachment #1. All clearance and perimeter area samples must be submitted. The VARepresentative will retain the abatement report after completion of the project and providecopiesoftheabatementreporttoVAMCOfficeofEngineerandtheSafetyOffice.
PART3-EXECUTION
3.1PRE-ABATEMENTACTIVITIES
3.1.1PRE-ABATEMENTMEETING
The VA representative, upon receipt, review, and substantial approval of all pre-abatementsubmittals and verificationby theCPIH/CIH that allmaterials andequipment required for theprojectareonthesite,willarrangeforapre-abatementmeetingbetweentheContractor,theCPIH/CIH,CompetentPerson(s),theVArepresentative(s),andtheVPIH/CIH.Thepurposeofthemeeting is todiscussanyaspectof thesubmittalsneedingclarificationoramplificationandtodiscussanyaspectoftheprojectexecutionandthesequenceoftheoperation.TheContractorshall be prepared to provide any supplemental information/documentation to the VA'srepresentative regarding any submittals, documentation, materials or equipment. Upon
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satisfactory resolution of any outstanding issues, the VA's representative will issue a writtenordertoproceedtotheContractor.NoabatementworkofanykinddescribedinthefollowingprovisionsshallbeinitiatedpriortotheVAwrittenordertoproceed.
3.1.2PRE-ABATEMENTINSPECTIONSANDPREPARATIONS
Beforeanyworkbeginsontheconstructionoftheregulatedarea,theContractorwill:A. Conduct a space-by-space inspection with an authorized VA representative and prepare a
written inventoryofallexistingdamageinthosespaceswhereasbestosabatementwilloccur.Stillorvideophotographymaybeusedtosupplementthewrittendamageinventory.Documentwillbesignedandcertifiedasaccuratebybothparties.
B. TheVARepresentative,theContractor,andtheVPIH/CIHmustbeawareofVAA/EQualityAlert07/09 indicating the failure to identifyasbestos in theareas listedaswell as common issueswhen preparing specifications and contract documents. This is especially critical whendemolition is planned, because AHERA surveys are non-destructive, and ACM may remainundetected. A NESHAPS (destructive) ACM inspection should be conducted on all buildingstructures thatwill be demolished. Ensure the following areas are inspected on the project:Lay-inceilingsconcealingACM;ACMbehindwalls/windowsfrompreviousrenovations; insideutility chases/walls; transite piping/ductwork/sheets; behind radiators; lab fume hoods;transite lab countertops; roofingmaterials; belowwindow sills; water/sewer lines; electricalconduitcoverings;crawlspaces(previousabatementcontamination); flooring/masticcoveredby carpeting/new flooring; exterior insulated wall panels; on underground fuel tanks; andsteamlinetrenchcoverings.
C. Ensure that all furniture, machinery, equipment, curtains, drapes, blinds, and other movableobjects which the Contractor is required to be removed from the regulated area have beencleanedandremovedorproperlyprotectedfromcontamination.
D. Ifpresentandrequired,removeanddisposeofcarpetingfromfloors intheregulatedarea. If
ACMfloortileisattachedtothecarpetwhiletheContractorisremovingthecarpetthatsectionofthecarpetwillbedisposedofasasbestoswaste.
E. Inspectexistingfirestoppingintheregulatedarea.Correctasneeded.
3.1.3PRE-ABATEMENTCONSTRUCTIONANDOPERATIONS
A. Performallpreparatoryworkforthefirstregulatedareainaccordancewiththeapprovedworkscheduleandwiththisspecification.
B. Uponcompletionofallpreparatorywork,theCPIH/CIHwill inspecttheworkandsystemsandwill notify the VA's representative when the work is completed in accordance with thisspecification.TheVA'srepresentativemayinspecttheregulatedareaandthesystemswiththeVPIH/CIH and may require that upon satisfactory inspection, the Contractor's employeesperform all major aspects of the approved AHAP, especially worker protection, respiratorysystems, contingency plans, decontamination procedures, and monitoring to demonstratesatisfactory operation. The operational systems for respiratory protection and the negativepressuresystemshallbedemonstratedforproperperformance.
C. TheCPIH/CIHshalldocumentthepre-abatementactivitiesdescribedaboveanddeliveracopytotheVA'srepresentative.
D. Upon satisfactory inspection of the installation of and operation of systems the VA'srepresentative will notify the Contractor in writing to proceed with the Class II asbestosabatementworkinaccordancewiththisspecificationandallapplicableregulations.
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3.2REGULATEDAREAPREPARATIONS
3.2.1OSHADANGERSIGNS
PostOSHADANGERsignsmeetingthespecificationsofOSHA29CFR1926.1101atanylocationandapproaches to the regulatedareawhereairborneconcentrationsofasbestosmayexceedthePEL.Signsshallbepostedatadistancesufficientlyfarenoughawayfromtheregulatedareatopermitanypersonnel toreadthesignandtakethenecessarymeasures toavoidexposure.Additionalsignswillbepostedfollowingconstructionoftheregulatedareaenclosure.
3.2.2CONTROLLINGACCESSTOTHEREGULATEDAREA
Access to the regulated area is allowed only through the personnel decontamination facility(PDF),ifrequired.AllothermeansofaccessshallbeeliminatedandOSHADangerdemarcationsigns posted as required by OSHA. If the regulated area is adjacent to or within view of anoccupiedarea,provideavisualbarrierof6milopaquefireretardantpolysheetingtopreventbuildingoccupantobservation.Iftheadjacentareaisaccessibletothepublic,thebarriermustbesolid.
3.2.3SHUTDOWN-LOCKOUTELECTRICAL
Shutdownandlockout/tagoutelectricpowertotheregulatedarea.Providetemporarypowerandlighting.InsuresafeinstallationincludingGFCIoftemporarypowersourcesandequipmentby compliance with all applicable electrical code requirements and OSHA requirements fortemporaryelectricalsystems.ElectricityshallbeprovidedbytheVA.
3.2.4SHUTDOWN-LOCKOUTHVAC
Shut down and lock out/tag out heating, cooling, and air conditioning system (HVAC)componentsthatarein,supplyorpassthroughtheregulatedarea.
Investigate the regulated area and agree on pre-abatement condition with the VA'srepresentative. Seal all intake and exhaust vents in the regulated area with duct tape and 2layersof6-milpoly.Also,sealanyseamsinsystemcomponentsthatpassthroughtheregulatedarea.RemoveallcontaminatedHVACsystemfiltersandplaceinlabeled6-milpolydisposalbagsfordisposalasasbestoswaste.
3.2.5SANITARYFACILITIES
TheContractorshallprovidesanitaryfacilitiesforabatementpersonnelandmaintaintheminacleanandsanitaryconditionthroughouttheabatementproject.
3.2.6WATERFORABATEMENT TheVAwillprovidewaterforabatementpurposes.TheContractorshallconnecttotheexisting
VA system. The service to the shower(s), as applicable, shall be supplied with backflowprevention.
3.2.7PREPARATIONPRIORTOSEALINGOFF
Place all tools, materials and equipment needed for working in the regulated area prior toerecting any plastic sheeting. Remove all uncontaminated removable furniture, equipment
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and/orsuppliesfromtheregulatedareabeforecommencingwork,orcompletelycoverwith2layersof6-milfireretardantpolysheetingandsecurewithducttape.LockoutandtagoutanyHVACsystemsintheregulatedarea.
3.2.8CRITICALBARRIERS
Completely separate any openings into the regulated area from adjacent areas using fireretardantpolyatleast6milsthickandducttape.Individuallysealwith2layersof6milpolyandducttapeallHVACopeningsintotheregulatedarea.Individuallysealalllightingfixtures,clocks,doors,windows,convectors,speakers,oranyotherobjectsintheregulatedarea.Heatmustbeshutoffanyobjectscoveredwithpoly
3.2.9PRE-CLEANINGMOVABLEOBJECTS
Pre-cleaning of ACM contaminated items shall be performed after the enclosure has beenerectedandnegativepressurehasbeenestablished in theworkarea. After itemshavebeenpre-cleanedanddecontaminated, theymaybe removed from thework area for storageuntilthecompletionofabatementintheworkarea.
Pre-clean allmovable objectswithin the regulated area using aHEPA filtered vacuum and/or
wetcleaningmethodsasappropriate.Aftercleaning,theseobjectsshallberemovedfromtheregulatedareaandcarefullystoredinanuncontaminatedlocation.
3.2.10PRE-CLEANINGFIXEDOBJECTS
Pre-cleaning of ACM contaminated items shall be performed after the enclosure has beenerectedandnegativepressurehasbeenestablishedintheworkarea,asapplicable.
Pre-clean all fixed objects in the regulated area using HEPA filtered vacuums and/or wet
cleaningtechniquesasappropriate.Carefulattentionmustbepaidtomachinerybehindgrillsorgratingswhereaccessmaybedifficultbutcontaminationmaybesignificant.Also,payparticularattention towall, floorandceilingpenetrationbehind fixed items.Afterpre-cleaning,enclosefixedobjectswith2layersof6-milpolyandsealsecurelyinplacewithducttape.Objects(e.g.,permanentfixtures,shelves,electronicequipment,laboratorytables,sprinklers,alarmsystems,closedcircuitTVequipmentandcomputercables)whichmustremainintheregulatedareaandthatrequirespecialventilationorenclosurerequirementsshouldbedesignatedherealongwithspecifiedmeansofprotection.Contactthemanufacturerforspecialprotectionrequirements.
The VA representative shall determine, and will provide to the Contractor a written list ofobjectsthatwillremaininplace.Controlpanels,gaugesetc.,intheregulatedareamayrequireVAaccessduringabatement.Theseshallbedesignatedandenclosuresconstructedwithaccessflapssealedwithwaterprooftape.
3.2.11PRE-CLEANINGSURFACESINTHEREGULATEDAREA
Pre-cleaning of ACM contaminated items shall be performed after the enclosure has beenerectedandnegativepressurehasbeenestablishedintheworkarea,asapplicable.
Pre-clean all surfaces in the regulated area usingHEPA filtered vacuums and/orwet cleaning
methodsasappropriate.Donotuseanymethodsthatwouldraisedustsuchasdrysweepingor
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vacuumingwithequipmentnotequippedwithHEPAfilters.Donotdisturbasbestos-containingmaterialsduringthispre-cleaningphase.
3.2.12EXTENSIONOFTHEREGULATEDAREA
Iftheregulatedareabarrierisbreachedinanymannerthatcouldallowthepassageofasbestosfibers or debris, the Competent Person shall immediately stop work, continue wetting, andproceedtoextendtheregulatedareatoenclosetheaffectedareaasperproceduresdescribedin this specification. If the affected area cannot be enclosed, decontaminationmeasures andcleanup shall start immediately. All personnel shall be isolated from the affected area untildecontamination/cleanup is completedas verifiedby visual inspectionandairmonitoring.Airmonitoringatcompletionmustindicatebackgroundlevels.
3.3REMOVALOFCLASSIIFLOORINGMATERIALS:
3.3.1GENERAL
AllapplicablerequirementsofOSHA,EPA,andDOTshallbefollowedduringClassIIwork.Theasbestoscontainingfloortilemasticandassociatednon-asbestosfloortileandcarpetingmayberemoved using friable or non-friable removal methods, per written agreement between theContractorandtheVArepresentative.Keepmaterialsintact;donotdisturb;wetwhileworkingwithit;wrap,bag,ordrumwasteassoonaspossiblewith6milplasticsheeting,bagsordrumsinaccordancewiththisspecificationfordisposal.
3.3.2REMOVALOFFLOORINGMATERIALS:
A. AllrequirementsofOSHAFlooringagreementprovisionsshallbefollowed:1. TheContractorshallprovideenoughHEPAnegativeairmachinestoeffect> -0.02”WCGpressure,ifapplicable.Provideastandbyunitintheeventofmachinefailureand/oremergencyin anadjacent area. The contractor shall usedouble thenumberofmachines, basedon theircalculations,orsubmitprooftheirmachinesoperateatstatedcapacities,ata2"pressuredropacrossthefilters.2. Flooringshallberemovedintact,asmuchaspossible.Donotriportearflooring.3. Mechanicalchippingorsandingisnotallowed.4. Flooring shall be removed with an infra-red heating unit operated by trained personnel
followingthemanufacturer’sinstructions.5. WetcleanandHEPAvacuumthefloorbeforeandafterremovalofflooring.6.Installcriticalbarriersinaccordancewiththisspecification.7.Anegativeairmachine(s)shallbeusedtoventilateand/orcreateadequatenegativepressure
intheregulatedarea,asapplicable.8. Placea6milpolylayer4’by10’adjacenttotheregulatedareaforuseasadecontaminated
area.Allwastemustbecontainedintheregulatedarea.9. Packageallwastein6milpolylinedfiberboarddrums.
3.3.3REMOVALOFMASTIC
A. Allchemicalmasticremoversmustbelowinvolatileorganiccompound(VOC)content,haveaflashpointgreaterthan200°Fahrenheit,containnochlorinatedsolvents,andcomplywithCaliforniaAirResourcesBoard(CARB)thresholdsforVOCs(effectiveJanuary1,2010).
B.Anegativeairmachineasrequiredunderflooringremovalshallbeprovided.
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C. Followallmanufacturers’instructionsintheuseofthemasticremovalmaterial.D. Packageallwastein6milpolylinedfiberboarddrums.E. Prior to application of any liquid material, check the floor for penetrations and seal before
removingmastic.3.4DISPOSALOFCLASSIIWASTEMATERIAL:
3.4.1GENERAL
Dispose ofwaste ACM and debriswhich is packaged in accordancewith these specifications,OSHA,EPAandDOT.Thelandfillrequirementsforpackagingmustalsobemet.Transportwillbeincompliancewith49CFR100–185regulations.Disposalshallbedoneatanapprovedlandfill.Disposalofnon-friableACMshallbedoneinaccordancewithapplicableregulations.
3.5PROJECTDECONTAMINATION
3.5.1GENERAL
A. The VA must be notified at least 24 hours in advance of any waste removed from thecontainment.
B. The entire work related to project decontamination shall be performed under the closesupervisionandmonitoringoftheCPIH/CIH.
C. If the asbestos abatement work is in an area which was contaminated prior to the start ofabatement, thedecontaminationwillbedonebycleaning theprimarybarrierpolyprior to itsremovalandcleaningsofthesurfacesoftheregulatedareaaftertheprimarybarrierremoval.
D. If theasbestos abatementwork is in anareawhichwasuncontaminatedprior to the startofabatement, thedecontaminationwillbedonebycleaning theprimarybarrierpolyprior to itsremoval,thuspreventingcontaminationofthebuildingwhentheregulatedareacriticalbarriersareremoved.
3.5.2REGULATEDAREACLEARANCE
AirtestingandotherrequirementswhichmustbemetbeforereleaseoftheContractorandre-occupancyoftheregulatedareaspacearespecifiedinFinalTestingProcedures.
3.5.3WORKDESCRIPTION
Decontamination includes the clearance air testing in the regulated area and thedecontaminationandremovaloftheenclosures/facilitiesinstalledpriortotheabatementworkincludingprimary/criticalbarriers,PDFandW/EDFfacilities,andnegativepressuresystems.
3.5.4PRE-DECONTAMINATIONCONDITIONS
A. Before decontamination starts, all ACMwaste from the regulated area shall be removed, allwastecollectedandremoved,andthesecondarybarrierofpolyremovedanddisposedofalongwithanygrossdebrisgeneratedbythework.
B. Atthestartofdecontamination,thefollowingshallbeinplace:1. Critical barriers over all openings consisting of two layers of 6mil polywhich is the sole
barrierbetweentheregulatedareaandtherestofthebuildingoroutside.2. Decontaminationfacilities,ifrequired,forpersonnelandequipmentinoperatingcondition.
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3.5.5CLEANING:
Carryoutafirstcleaningofallsurfacesoftheregulatedareaincludingitemsofremainingpolysheeting, tools, scaffolding, ladders/staging bywetmethods and/or HEPA vacuuming. Do notusedrydusting/sweeping/airblowingmethods.Useeachsurfaceofawettedcleaningclothonetimeonlyandthendisposeofascontaminatedwaste.Continuethiscleaninguntil there isnovisible residue from abated surfaces or poly or other surfaces. Remove all filters in the airhandling system and dispose of as ACM waste in accordance with these specifications. Thenegativepressuresystemshallremaininoperationduringthistime.Additionalcleaning(s)maybeneededasdeterminedbytheCPIH/VPIH/CIH.
3.6VISUALINSPECTIONANDAIRCLEARANCETESTING
3.6.1GENERAL
Notify the VA representative 24 hours in advance for the performance of the final visualinspectionandtesting.ThefinalvisualinspectionandtestingwillbeperformedbytheVPIH/CIHafterthefinalcleaning.
3.6.2VISUALINSPECTION
Final visual inspectionwill include the entire regulated area, the PDF, all poly sheeting, sealsoverHVACopenings,doorways,windows,andanyotheropenings.Ifanydebris,residue,dustoranyothersuspectmaterialisdetected,thefinalcleaningshallberepeatedatnocosttotheVA.Dust/materialsamplesmaybecollectedandanalyzedatnocosttotheVAatthediscretionofthe VPIH/CIH to confirm visual findings. When the regulated area is visually clean the finaltestingcanbedone.
3.6.3AIRCLEARANCETESTING
A. AfteranacceptablefinalvisualinspectionbytheVPIH/CIHandVARepresentative,theVPIH/CIHwillperformthefinalclearancetesting.Iffriableremovalmethodsareused,airsampleswillbecollectedandanalyzedinaccordancewithproceduresforAHERAinthisspecification.Ifworkislessthan260lf/160sf/35cf,5PCMsamplesshallbecollectedforclearanceandaminimumofonefieldblank.Ifworkisequaltoormorethan260lf/160sf/35cf,AHERATEMsamplingshallbeperformedforclearance.TEManalysisshallbedoneinaccordancewithproceduresforEPAAHERA in this specification. If the releasecriteriaarenotmet, theContractorshall repeat thefinal cleaning and continue decontamination procedures until clearance is achieved. AlladditionalinspectionandtestingcostswillbebornebytheContractor.
B. If release criteria are met, proceed to perform the abatement closeout and to issue thecertificateofcompletioninaccordancewiththesespecifications.
3.6.4FINALAIRCLEARANCEPROCEDURES
A. Contractor'sReleaseCriteria:Work inaregulatedarea iscompletewhentheregulatedarea isvisuallycleanandairbornefiberlevelshavebeenreducedtoorbelow0.01f/ccasmeasuredbytheAHERAPCMprotocol,oranaverageoflessthan70structurespersquaremillimeter(s/mm2)byAHERATEMmethods.
B. AirMonitoringandFinalClearanceSampling:Todetermineiftheelevatedairbornefibercountsencountered during abatement operations have been reduced to the specified level, theVPIH/CIHwillsecuresamplesandanalyzethemaccordingtothefollowingprocedures:
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1. Fibers Counted: “Fibers” referred to in this section shall be either all fibers regardless ofcompositionascounted in theNIOSH7400PCMmethodorasbestos fiberscountedusingtheAHERATEMmethod.
2. AggressiveSampling:Allfinalairtestingsamplesshallbecollectedusingaggressivesamplingtechniques. Samples will be collected on 0.8µ MCE filters for PCM analysis and 0.45µPolycarbonatefiltersforTEM.Aminimumof1200Litersofusingcalibratedpumpsshallbecollected for clearance samples. Before pumps are started, initiate aggressive air mixingsamplingasdetailedin40CFR763SubpartE(AHERA)AppendixA(III)(B)(7)(d).Airsampleswill be collected in areas subject to normal air circulation away from corners, obstructedlocations,andlocationsnearwindows,doors,orvents.Afterairsamplingpumpshavebeenshutoff, circulating fans shall be shutoff. Thenegativepressure system shall continue tooperate.
3.7ABATEMENTCLOSEOUTANDCERTIFICATEOFCOMPLIANCE
3.7.1COMPLETIONOFABATEMENTWORK
A. After thorough decontamination, complete asbestos abatement work upon meeting theregulatedareaclearancecriteriaandfulfillingthefollowing:1. Removeallequipment,materials,anddebrisfromtheprojectarea.2. Packageanddisposeofallasbestoswasteasrequired.3. Repairorreplaceallinteriorfinishesdamagedduringtheabatementwork.4. Fulfillotherprojectcloseoutrequirementsasspecifiedelsewhereinthisspecification.
3.7.2CERTIFICATEOFCOMPLETIONBYCONTRACTOR
TheCPIHshallcompleteandsignthe"CertificateofCompletion"inaccordancewithAttachment1atthecompletionoftheabatementanddecontaminationoftheregulatedarea.
3.7.3WORKSHIFTS
All work shall be done during administrative hours (8:00 AM to 4:30 PM) Monday - FridayexcludingFederalHolidays.AnychangeintheworkschedulemustbeapprovedinwritingbytheVARepresentative.
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ATTACHMENT#1
CERTIFICATEOFCOMPLETION
DATE: VAProject#:
PROJECTNAME: AbatementContractor:
VAMC/ADDRESS:
1. IcertifythatIhavepersonallyinspected,monitoredandsupervisedtheabatementworkof(specifyregulatedareaorBuilding):
whichtookplacefrom// to//
2. That throughout theworkall applicable requirements/regulationsand theVA's specificationsweremet.
3. That any person who entered the regulated area was protected with the appropriate personalprotectiveequipmentandrespiratorandthattheyfollowedtheproperentryandexitproceduresandtheproperoperatingproceduresforthedurationofthework.
4. That all employees of theAbatement Contractor engaged in thisworkwere trained in respiratoryprotection, were experienced with abatement work, had proper medical surveillancedocumentation,werefit-testedfortheirrespirator,andwerenotexposedatanytimeduringtheworktoasbestoswithoutthebenefitofappropriaterespiratoryprotection.
5. That I performed and supervised all inspection and testing specified and required by applicableregulationsandVAspecifications.
6. Thattheconditionsinsidetheregulatedareawerealwaysmaintainedinasafeandhealthyconditionandthemaximumfibercountneverexceeded0.5f/cc,exceptasdescribedbelow.
7. Thatallabatementworkwasdone inaccordancewithOSHArequirementsandthemanufacturer’srecommendations.
CPIH/CIHSignature/Date:
CPIH/CIHPrintName:
AbatementContractorSignature/Date:
AbatementContractorPrintName:
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ATTACHMENT#2
CERTIFICATEOFWORKER'SACKNOWLEDGMENT
PROJECTNAME: DATE:
PROJECTADDRESS:
ABATEMENTCONTRACTOR'SNAME:
WORKINGWITH ASBESTOS CAN BE HAZARDOUS TO YOURHEALTH. INHALINGASBESTOSHAS BEENLINKED WITH VARIOUS TYPES OF CANCERS. IF YOU SMOKE AND INHALE ASBESTOS FIBERS, YOURCHANCESOFDEVELOPINGLUNGCANCERISGREATERTHANTHATOFTHENON-SMOKINGPUBLIC.
Youremployer'scontractwiththeownerfortheaboveprojectrequiresthat:Youmustbesuppliedwiththeproperpersonalprotectiveequipmentincludinganadequaterespiratorandbetrainedinitsuse.Youmustbetrainedinsafeandhealthyworkpracticesandintheuseoftheequipmentfoundatanasbestosabatement project. Youmust receive/have a current medical examination for working with asbestos.Thesethingsshallbeprovidedatnocosttoyou.Bysigningthiscertificateyouareindicatingtotheownerthatyouremployerhasmettheseobligations.
RESPIRATORYPROTECTION:Ihavebeentrainedintheproperuseofrespiratorsandhavebeeninformedof the type of respirator to be used on the above indicated project. I have a copy of the writtenRespiratoryProtectionProgramissuedbymyemployer.Ihavebeenprovidedformyexclusiveuse,atnocost,witharespiratortobeusedontheaboveindicatedproject.
TRAININGCOURSE:Ihavebeentrainedbyathirdparty,State/EPAaccreditedtrainerintherequirementsforanAHERA/OSHAAsbestosAbatementWorkertrainingcourse,32hoursminimumduration.IcurrentlyhaveavalidStateaccreditationcertificate.Thetopicscovered in thecourse include,asaminimum,thefollowing:
PhysicalCharacteristicsandBackgroundInformationonAsbestos PotentialHealthEffectsRelatedtoExposuretoAsbestos EmployeePersonalProtectiveEquipment EstablishmentofaRespiratoryProtectionProgram StateoftheArtWorkPractices PersonalHygiene AdditionalSafetyHazards MedicalMonitoring AirMonitoring RelevantFederal,StateandLocalRegulatoryRequirements,Procedures,and Standards AsbestosWasteDisposal
MEDICALEXAMINATION:Ihavehadamedicalexaminationwithinthepast12monthswhichwaspaidforbymyemployer.Thisexaminationincluded:healthhistory,occupationalhistory,pulmonaryfunctiontest,andmayhaveincludedachestx-rayevaluation.Thephysicianissuedapositivewrittenopinionaftertheexamination.
Signature:
PrintedName:
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SocialSecurityNumber:
Witness:
ATTACHMENT#3
AFFIDAVITOFMEDICALSURVEILLANCE,RESPIRATORYPROTECTIONANDTRAINING/ACCREDITATION
VAPROJECTNAMEANDNUMBER:
VAMEDICALFACILITY:
ABATEMENTCONTRACTOR'SNAMEANDADDRESS:
1. Iverifythatthefollowingindividual
Name: SocialSecurityNumber:
whoisproposedtobeemployedinasbestosabatementworkassociatedwiththeaboveprojectbythe namedAbatement Contractor, is included in amedical surveillance program in accordancewith 29 CFR 1926.1101(m), and that complete records of themedical surveillance program asrequiredby29CFR1926.1101(m)(n)and29CFR1910.20arekeptattheofficesoftheAbatementContractoratthefollowingaddress.
Address:
2. I verify that this individual hasbeen trained, fit-tested and instructed in theuseof all appropriaterespiratoryprotectionsystemsandthattheperson iscapableofworking insafeandhealthymannerasexpectedandrequiredintheexpectedworkenvironmentofthisproject.
3. Iverifythatthisindividualhasbeentrainedasrequiredby29CFR1926.1101(k).ThisindividualhasalsoobtainedavalidStateaccreditationcertificate.Documentationwillbekepton-site.
4. IverifythatImeettheminimumqualificationscriteriaoftheVAspecificationsforaCPIH.
SignatureofCPIH/CIH: Date:
PrintedNameofCPIH/CIH:
SignatureofContractor: Date:
PrintedNameofContractor:
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ATTACHMENT#4
ABATEMENT CONTRACTOR/COMPETENT PERSON(S) REVIEW AND ACCEPTANCE OF THE VA’SASBESTOSSPECIFICATIONS
VAProjectLocation:
VAProject#:
VAProjectDescription:
This form shall be signed by the Asbestos Abatement Contractor Owner and the Asbestos AbatementContractor’sCompetentPerson(s)priortoanystartofworkattheVArelatedtothisSpecification. IftheAsbestosAbatementContractor’s/CompetentPerson(s)hasnotsignedthisform,theyshallnotbeallowedtoworkon-site.
I,theundersigned,havereadVA’sAsbestosSpecificationregardingtheasbestosabatementrequirements.IunderstandtherequirementsoftheVA’sAsbestosSpecificationandagreetofollowtheserequirementsaswell as all required rules and regulations ofOSHA/EPA/DOT and State/Local requirements. I have beengivenampleopportunitytoreadtheVA’sAsbestosSpecificationandhavebeengivenanopportunitytoaskanyquestionsregardingthecontentandhavereceivedaresponserelatedtothosequestions.Idonothaveanyfurtherquestionsregardingthecontent,intentandrequirementsoftheVA’sAsbestosSpecification.
Attheconclusionoftheasbestosabatement, Iwillcertifythatallasbestosabatementworkwasdone inaccordancewiththeVA’sAsbestosSpecificationandallACMwasremovedproperlyandnofibrousresidueremainsonanyabatedsurfaces.
AbatementContractorOwner’sSignature Date
AbatementContractorCompetentPerson(s) Date
--END----
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SECTION028333.13LEAD-BASEDPAINTREMOVALANDDISPOSAL
PART1-GENERAL
1.1DESCRIPTION
Thissectionspecifiesactivitiesrelatedtoanydisturbance,removalanddisposaloflead-based
paint(LBP)andcontrolsneededtolimitoccupationalandenvironmentalexposuretolead
hazards.Completeleadpaintabatementorremovalisnotspecified,howeveranyactivities
whichdisturborremoveleadpaintorleadpaintedcomponents,includingdemolition,scraping,
sanding,stabilizationorotherpreppingfornewpaint,shallbeperformedinaccordancewith
thissection.
1.2RELATEDWORK
A. Section028213.19,ASBESTOSFLOORTILEANDMASTICABATEMENT.
B. Section024100,DEMOLITION.
C. Section099100,PAINTING.
1.3APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferredtointhetextbybasicdesignationonly.
B. CodeofFederalRegulations(CFR):
CFR29Part1910.......................OccupationalSafetyandHealthStandards
CFR29Part1926.......................SafetyandHealthRegulationsforConstruction
CFR40Part148.........................HazardousWasteInjectionRestrictions
CFR40Part260.........................HazardousWasteManagementSystem:General
CFR40Part261.........................IdentificationandListingofHazardousWaste
CFR40Part262.........................StandardsApplicabletoGeneratorsofHazardousWaste
CRF40Part263.........................StandardsApplicabletoTransportersofHazardousWaste
CFR40Part264.........................StandardsforOwnersandOperationsofHazardousWaste
Treatment,Storage,andDisposalFacilities
CFR40Part265.........................InterimStatusStandardsforOwnersandOperatorsof
HazardousWasteTreatment,Storage,andDisposalFacilities
CFR40Part268.........................LandDisposalRestrictions
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CFR49Part172.........................HazardousMaterialTable,SpecialProvisions,Hazardous
MaterialCommunications,EmergencyResponseInformation,
andTrainingRequirements
CFR49Part178.........................SpecificationsforPackaging
C. NationalFireProtectionAssociation(NFPA):
NFPA701-2004..........................MethodsofFireTestforFlame-ResistantTextilesandFilms
D. NationalInstituteforOccupationalSafetyandHealth(NIOSH)
NIOSHOSHABooklet3142........ LeadinConstruction
E. UnderwritersLaboratories(UL)
UL586-1996(Rev2009)............ High-Efficiency,Particulate,AirFilter Units
F. AmericanNationalStandardsInstitute
Z9.2-2006...................................FundamentalsGoverningtheDesignandOperationofLocal
ExhaustSystems
Z88.6-2006.................................RespiratoryProtection
1.4DEFINITIONS
A. ActionLevel:Employeeexposure,withoutregardtouseofrespirations,toanairborne
concentrationofleadof30microgramspercubicmeterofairaveragedoveran8-hourperiod.
Asusedinthissection,”30microgramspercubicmeterofair"referstotheactionlevel.
B. AreaMonitoring:Samplingofleadconcentrationswithintheleadcontrolareaandinsidethe
physicalboundarieswhichisrepresentativeoftheairborneleadconcentrationswhichmay
reachthebreathingzoneofpersonnelpotentiallyexposedtolead.
C. PhysicalBoundary:Areaphysicallyropedorpartitionedoffaroundanenclosedleadcontrolarea
tolimitunauthorizedentryofpersonnel.Asusedinthissection,"insideboundary"shallmean
thesameas"outsideleadcontrolarea."
D. CertifiedIndustrialHygienist(CIH):Asusedinthissection,referstoanIndustrialHygienist
employedbytheContractorandiscertifiedbytheAmericanBoardofIndustrialHygienein
comprehensivepractice.
E. ChangeRoomsandShowerFacilities:Roomswithinthedesignatedphysicalboundaryaround
theleadcontrolareaequippedwithseparatestoragefacilitiesforcleanprotectiveworkclothing
andequipmentandforstreetclotheswhichpreventcross-contamination.
F. CompetentPerson:Apersoncapableofidentifyingleadhazardsintheworkareaandis
authorizedbythecontractortotakecorrectiveaction.
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G. DecontaminationRoom:Roomforremovalofcontaminatedpersonalprotectiveequipment
(PPE).
H. Eight-HourTimeWeightedAverage(TWA):Airborneconcentrationofleadaveragedoveran8-
hourworkdaytowhichanemployeeisexposed.
I. HighEfficiencyParticulateAir(HEPA)FilterEquipment:HEPAfilteredvacuumingequipmentwith
aUL586filtersystemcapableofcollectingandretaininglead-contaminatedpaintdust.Ahigh
efficiencyparticulatefiltermeans99.97percentefficientagainst0.3micronsizeparticles.
J. Lead:Metalliclead,inorganicleadcompounds,andorganicleadsoaps.Excludedfromthis
definitionareotherorganicleadcompounds.
K. LeadControlArea:Anenclosedareaorstructurewithfullcontainmenttopreventthespreadof
leaddust,paintchips,ordebrisoflead-containingpaintremovaloperations.Theleadcontrol
areaisisolatedbyphysicalboundariestopreventunauthorizedentryofpersonnel.
L. LeadPermissibleExposureLimit(PEL):Fiftymicrogramspercubicmeterofairasan8-hourtime
weightedaverageasdeterminedby29CFR1910.1025.Ifanemployeeisexposedformorethan
8hoursinaworkday,thePELshallbedeterminedbythefollowingformula.PEL
(micrograms/cubicmeterofair)=400/No.ofhrsworkedperday
M. PersonnelMonitoring:Samplingofleadconcentrationswithinthebreathingzoneofan
employeetodeterminethe8-hourtimeweightedaverageconcentrationinaccordancewith29
CFR1910.1025.Samplesshallberepresentativeoftheemployee'sworktasks.Breathingzone
shallbeconsideredanareawithinahemisphere,forwardoftheshoulders,witharadiusof150
mmto225mm(6to9inches)andthecenteratthenoseormouthofanemployee.
1.5QUALITYASSURANCE
A. Beforeexposuretolead-contaminateddust,provideworkerswithacomprehensivemedical
examinationasrequiredby29CFR1926.62(I)(1)(i)&(ii).Theexaminationshallnotberequired
ifadequaterecordsshowthatemployeeshavebeenexaminedasrequiredby29CFR1926.62(I)
withoutthelastyear.
B. MedicalRecords:Maintaincompleteandaccuratemedicalrecordsofemployeesinaccordance
with29CFR1910.20.
C. CIHResponsibilities:TheContractorshallemployacertifiedIndustrialHygienistwhowillbe
responsibleforthefollowing:
1. CertifyTraining.
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2. Reviewandapprovelead-containingpaintdisturbanceand/orremovalplanfor
conformancetotheapplicablereferencedstandards.
3. Inspectlead-containingpaintdisturbanceorremovalworkforconformancewiththe
approvedplan.
4. Directmonitoring.
5. Ensureworkisperformedinstrictaccordancewithspecificationsatalltimes.
6. Ensurehazardousexposuretopersonnelandtotheenvironmentareadequatelycontrolled
atalltimes.
D. Training:Traineachemployeeperformingpaintremoval,disposal,andairsamplingoperations
priortothetimeofinitialjobassignment,inaccordancewith29CFR1926.62.
E. TrainingCertification:SubmitcertificatessignedanddatedbytheCIHandbyeachemployee
statingthattheemployeehasreceivedtraining.
F. RespiratoryProtectionProgram:
1. Furnisheachemployeerequiredtowearanegativepressurerespiratororotherappropriate
typewitharespiratorfittestatthetimeofinitialfittingandatleastevery6months
thereafterasrequiredby29CFR1926.62.
2. Establishandimplementarespiratoryprotectionprogramasrequiredby29CFR1910.134,
29CFR1910.1025,and29CFR1926.62.
G. HazardCommunicationProgram:EstablishandimplementaHazardCommunicationProgramas
requiredby29CFR1910.1200.
H. HazardousWasteManagement:TheHazardousWasteManagementplanshallcomplywith
applicablerequirementsofFederal,State,andlocalhazardouswasteregulationsandaddress:
1. Identificationofhazardouswastesassociatedwiththework.
2. Estimatedquantitiesofwastestobegeneratedanddisposedof.
3. Namesandqualificationsofeachcontractorthatwillbetransporting,storing,treating,and
disposingofthewastes.Includethefacilitylocationanda24-hourpointofcontact.Furnish
twocopiesofEPA,stateand/orlocalhazardouswastepermitapplications,permitsandEPA
IdentificationnumbersatthedirectionoftheCIHemployedbytheOwner.
4. Namesandqualifications(experienceandtraining)ofpersonnelwhowillbeworkingon-site
withhazardouswastes.
5. Listofwastehandlingequipmenttobeusedinperformingthework,toincludecleaning,
volumereduction,andtransportequipment.
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6. Spillprevention,containment,andcleanupcontingencymeasurestobeimplemented.
7. Workplanandscheduleforwastecontainment,removalanddisposal.Wastesshallbe
cleanedupandcontainerizeddaily.
8. Costforhazardouswastedisposalaccordingtothisplan.
I. SafetyandHealthCompliance:
1. Inadditiontothedetailedrequirementsofthisspecification,complywithlaws,ordinances,
rules,andregulationsoffederal,state,andlocalauthoritiesregardingremoving,handling,
storing,transporting,anddisposingofleadwastematerials.Complywiththeapplicable
requirementsofthecurrentissueof29CFR1910.1025.Submitmattersregarding
interpretationofstandardstotheContractingOfficerforresolutionbeforestartingwork.
2. Wherespecificationrequirementsandthereferenceddocumentsvary,themoststringent
requirementsshallapply.
3. Thefollowinglocallaws,ordinances,criteria,rulesandregulationsregardingremoving,
handling,storing,transporting,anddisposingoflead-contaminatedmaterialsapply:
a. KansasDepartmentofHealthandEnvironmentK.A.R.28-72
J. Pre-ConstructionConference:AlongwiththeCIH,meetwiththeContractingOfficer’sTechnical
Representativetodiscussindetailthelead-containingpaintdisturbanceandremovalworkplan,
includingworkproceduresandprecautionsfortheworkplan.
1.6SUBMITTALS
A. SubmitthefollowinginaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,
andSAMPLES.
B. Manufacturer'sCatalogData:
Vacuumfilters
Respirators,ifapplicable
C. Instructions:Paintremovalmaterials.Includeapplicablematerialsafetydatasheets.
D. StatementsCertificationsandStatements:
1. Lead-ContainingPaintRemovalPlan:
a. Submitadetailedjob-specificplanoftheworkprocedurestobeusedinthedisturbance
orremovaloflead-containingpaint.Theplanshallincludeasketchshowingthe
location,size,anddetailsofleadcontrolareas.
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b. Includeintheplansequencingofleadrelatedwork,collectedpaintdebrisdisposalplan,
airsamplingplan,ifapplicable,respirators,ifapplicable,protectiveequipment,anda
detaileddescriptionofthemethodofcontainmentoftheoperationtoensurethat
airborneleadconcentrationsof30microgramspercubicmeterofairarenotexceeded
outsideoftheleadcontrolarea.
c. Includeairsampling,trainingandstrategy,samplingmethodology,frequency,duration
ofsampling,andqualificationsofairmonitoringpersonnelintheairsamplingportionon
theplan.
2. FieldTestReports:MonitoringResults:SubmitmonitoringresultstotheContractingOfficer
within3workingdays,signedbythetestinglaboratoryemployeeperformingtheair
monitoring,theemployeethatanalyzedthesample,andtheCIH.
3. Records:
a. Completedandsignedhazardouswastemanifestfromtreatmentordisposalfacility.
b. CertificationofMedicalExaminations.
c. Employeetrainingcertification.
PART2PRODUCTS
PAINTREMOVALPRODUCTS:SubmitapplicableMaterialSafetyDataSheetsforpaintremoval
productsusedinpaintremovalwork.Usetheleasttoxicproduct,suitableforthejoband
acceptabletotheIndustrialHygienist.
PART3EXECUTION
3.1PROTECTION
A. Notification:NotifytheContractingOfficer’sTechnicalRepresentative20dayspriortothestart
ofanypaintdisturbance,removalanddisposalwork.
B. ProtectionofExistingWorktoRemain:Performpaintdisturbanceorremovalworkwithout
damageorcontaminationofadjacentareas.Whereexistingworkisdamagedorcontaminated,
restoreworktoitsoriginalcondition.
C. BoundaryRequirements:Providephysicalboundariesaroundtheleadcontrolareabyropingoff
thearea[designatedonthedrawings]orprovidingcurtains,portablepartitionsorother
enclosurestoensurethatairborneconcentrationsofleadwillnotreach30microgramsper
cubicmeterofairoutsideoftheleadcontrolarea.
D. Heating,VentilatingandAirConditioning(HVAC)Systems:Shutdown,lockout,andisolate
HVACsystemsthatsupply,exhaust,orpassthroughtheleadcontrolareas.Sealintakeand
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exhaustventsintheleadcontrolareawith6-milplasticsheetandtape.SealseamsinHVAC
componentsthatpassthroughtheleadcontrolarea.
E. ChangeRoomandShowerFacilities:Providecleanchangeroomsandshowerfacilitieswithin
thephysicalboundaryaroundthedesignatedleadcontrolareainaccordancewithrequirements
of29CFR1926.62,ifapplicable.
F. MechanicalVentilationSystem:
1. Useadequateventilationtocontrolpersonnelexposuretoleadinaccordancewith29CFR
1926.57,ifapplicable.
2. Totheextentfeasible,usefixedlocalexhaustventilationconnectedtoHEPAfiltersorother
collectionsystems,approvedbytheindustrialhygienist.Localexhaustventilationsystems
shallbedesigned,constructed,installed,andmaintainedinaccordancewithANSIZ9.2.
3. Ifairfromexhaustventilationisrecirculatedintotheworkplace,thesystemshallhavea
highefficiencyfilterwithreliableback-upfilterandcontrolstomonitortheconcentrationof
leadinthereturnairandtobypasstherecirculationsystemautomaticallyifitfails.Airmay
berecirculatedonlywhereexhausttotheoutsideisnotfeasible.
G. PersonnelProtection:Personnelshallwearanduseprotectiveclothingandequipmentas
specifiedherein.Eating,smoking,ordrinkingisnotpermittedintheleadcontrolarea.Noone
willbepermittedintheleadcontrolareaunlesstheyhavebeengivenappropriatetrainingand
protectiveequipment.
H. WarningSigns:Providewarningsignsatapproachestoleadcontrolareas.Locatesignsatsucha
distancethatpersonnelmayreadthesignandtakethenecessaryprecautionsbeforeentering
thearea.Signsshallcomplywiththerequirementsof29CFR1926.62.
3.2WORKPROCEDURES
A. Performactivitiesthatincludedisturbanceorremovaloflead-containingpaintinaccordance
withapprovedlead-containingpaintremovalplan.Useproceduresandequipmentrequiredto
limitoccupationalandenvironmentalexposuretoleadwhenlead-containingpaintisdisturbed
orremovedinaccordancewith29CFR1926.62,exceptasspecifiedherein.Disposeofremoved
paintchipsandassociatedwasteincompliancewithEnvironmentalProtectionAgency(EPA),
federal,state,andlocalrequirements.
B. PersonnelExitingProcedures:
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1. Wheneverpersonnelexistthelead-controlledarea,theyshallperformthefollowing
proceduresandshallnotleavetheworkplacewearinganyclothingorequipmentworn
duringtheworkday:
a. Vacuumthemselvesoff.
b. Removeprotectiveclothinginthedecontaminationroom,andplacetheminan
approvedimpermeabledisposalbag.
c. Shower,ifapplicable.
d. Changetocleanclothespriortoleavingthephysicalboundarydesignatedaroundthe
lead-contaminatedjobsite.
C. Monitoring:Monitoringofairborneconcentrationsofleadshallbeinaccordancewith29CFR
1910.1025andasspecifiedherein.Airmonitoring,testing,andreportingshallbeperformedby
aCIHoranIndustrialHygiene(IH)TechnicianwhoisunderthedirectionoftheCIH:
1. TheCIHortheIHTechnicianunderthedirectionoftheCIHshallbeonthejobsitedirecting
themonitoring,andinspectingthelead-containingpaintremovalworktoensurethatthe
requirementsoftheContracthavebeensatisfiedduringtheentirelead-containingpaint
removaloperation.
2. Takepersonalairmonitoringsamplesonemployeeswhoareanticipatedtohavethe
greatestriskofexposureasdeterminedbytheCIH.Inaddition,takeairmonitoringsamples
onatleast25percentoftheworkcreworaminimumoftwoemployees,whicheveris
greater,duringeachworkshift.
3. Submitresultsofairmonitoringsamples,signedbytheCIH,within48hoursaftertheair
samplesaretaken.NotifytheContractingOfficer’sTechnicalRepresentativeimmediatelyof
exposuretoleadatorinexcessoftheactionlevelof30microgramspercubicmeterofair
outsideoftheleadcontrolarea.
D. MonitoringDuringPaintDisturbanceorRemovalWork:
1. TheCIHemployedbytheOwner,ortheIHTechnicianunderthedirectionoftheCIH,shall
beonthejobsitedirectingtheremoval,inspectingleadremovalworktoensurethatthe
requirementsoftheContracthavebeensatisfied,andperformpersonalandarea
monitoringduringtheentirepaintdisturbanceorremovaloperation.Sufficientarea
monitoringshallbeconductedatthephysicalboundarytoensureunprotectedpersonnel
arenotexposedabove30microgramspercubicmeterofairatalltimes.Iftheoutside
boundaryleadlevelsareatorexceed30microgramspercubicmeterofair,workshallbe
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stoppedandtheCIHshallimmediatelycorrectthecondition(s)causingtheincreasedlevels
andnotifytheContractingOfficerimmediately.
2. TheCIHemployedbytheOwner,ortheIHTechnicianunderthedirectionoftheCIH,shall
reviewthesamplingdatacollectedonthatdaytodetermineifcondition(s)requiresany
furtherchangeinworkmethods.Removalworkshallresumewhenapprovalisgivenbythe
CIH.TheContractorshallcontroltheleadleveloutsideoftheworkboundarytolessthan30
microgramspercubicmeterofairatalltimes.Asaminimum,conductareamonitoringdaily
oneachshiftinwhichleadpaintdisturbanceorremovaloperationsareperformedinareas
immediatelyadjacenttotheleadcontrolarea.
3. Foroutdooroperations,atleastonesampleoneachshiftshallbetakenonthedownwind
sideoftheleadcontrolarea.Ifadjacentareasarecontaminated,cleanandvisuallyinspect
contaminatedareas.TheCIHshallcertifythattheareahasbeencleanedoflead
contamination.
3.3LEAD-CONTAININGPAINTREMOVAL
A. IndoorLeadPaintRemoval:Selectpaintdisturbanceandremovalprocessestominimize
contaminationofworkareaswithlead-contaminateddustorotherlead-contaminated
debris/waste.Thisprocessshouldbedescribedinthelead-containingpaintdisturbanceand
removalplan.Performmanualsandingandscrapingtothemaximumextentfeasible.
B. MechanicalPaintRemovalandBlastCleaning:Performmechanicalpaintremovalandblast
cleaninginleadcontrolareasusingnegativepressurefullcontainmentswithHEPAfiltered
exhaust.Collectpaintresidueandspentgrit(usedabrasive)fromblastingoperationsfor
disposalinaccordancewithEPA,stateandlocalrequirements.
C. OutsideLeadPaintRemoval:Selectremovalprocessestominimizecontaminationofworkareas
withlead-contaminateddustorotherlead-contaminateddebris/waste.Thispaintremoval
processshouldbedescribedinthelead-containingpaintremovalplan.Performmanualsanding
andscrapingtothemaximumextentfeasible.
3.4CLEANUPANDDISPOSAL
A. Cleanup:Maintainsurfacesoftheleadcontrolareafreeofaccumulationsofpaintchipsand
dust.Restrictthespreadofdustanddebris;keepwastefrombeingdistributedoverthework
area.Donotdrysweeporusecompressedairtocleanupthearea.Attheendofeachshiftand
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whenthepaintremovaloperationhasbeencompleted,cleantheareaofvisibleleadpaint
contaminationbyvacuumingwithaHEPAfilteredvacuumcleanerandwetmoppingthearea.
B. Certification:TheCIHshallcertifyinwritingthattheinsideandoutsidetheleadcontrolareaair
monitoringsamplesarelessthan30microgramspercubicmeterofair,therespiratory
protectionfortheemployeeswasadequate,theworkprocedureswereperformedin
accordancewith29CFR1926.62,andthattherewerenovisibleaccumulationsoflead-
contaminatedpaintanddustontheworksite.Donotremovetheleadcontrolareaorroped-off
boundaryandwarningsignspriortotheContractingOfficer'sreceiptoftheCIH'scertification.
Recleanareasshowingdustorresidualpaintchips.
C. TestingofLead-ContainingPaintResidueandUsedAbrasiveWhereindicatedorwhendirected
bytheContractingOfficer,testleadcontainingpaintresidueandusedabrasiveinaccordance
with40CFR261forhazardouswaste.
D. Disposal:
1. Collectlead-contaminatedwaste,scrap,debris,bags,containers,equipment,andlead-
contaminatedclothing,whichmayproduceairborneconcentrationsofleadparticles.
2. Storeremovedpaint,lead-contaminatedclothingandequipment,andlead-contaminated
dustandcleaningdebrisintoU.S.DepartmentofTransportation(49CFR178)approved55-
gallondrums.Properlylabelseachdrumtoidentifythetypeofwaste(49CFR172)andthe
datelead-contaminatedwasteswerefirstputintothedrum.Obtainandcompletethe
UniformHazardousWasteManifestformsfromtheContractingOfficer’sTechnical
RepresentativeComplywithlanddisposalrestrictionnotificationrequirementsasrequired
by40CFR268:
a. Atleast14dayspriortodelivery,notifytheContractingOfficer’sTechnical
Representativewhowillarrangeforjobsiteinspectionofthedrumsandmanifestsby
theCIHemployedbytheOwner.
b. Collectlead-contaminatedwaste,scrap,debris,bags,containers,equipment,andlead-
contaminatedclothingwhichmayproduceairborneconcentrationsofleadparticles.
Labelthecontainersinaccordancewith29CFR1926.62.Disposeoflead-contaminated
wastematerialatanEPAapprovedhazardouswastetreatment,storage,ordisposal
facilityoffGovernmentproperty.
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c. TheContractingOfficeroranauthorizedrepresentativewillassignanareaforinterim
storageofwaste-containingdrums.Donotstorehazardouswastedrumsininterim
storagelongerthan90calendardaysfromthedateaffixedtoeachdrum.
d. Handle,store,transport,anddisposeleadorlead-contaminatedwasteinaccordance
with40CFR260,40CFR261,40CFR262,40CFR263,40CFR264,and40CFR265.
Complywithlanddisposalrestrictionnotificationrequirementsasrequiredby40CFR
268.
E. DisposalDocumentationSubmitwrittenevidencethatthehazardouswastetreatment,storage,
ordisposalfacility(TSD)isapprovedforleaddisposalbytheEPAandstateorlocalregulatory
agencies.Submitonecopyofthecompletedmanifest,signedanddatedbytheinitial
transporterinaccordancewith40CFR262.
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SECTION055000METALFABRICATIONS
PART1-GENERAL
1.1DESCRIPTION
A. Thissectionspecifiesitemsandassembliesfabricatedfromstructuralsteelshapesandother
materialsasshownandspecified.
B. Itemsspecified.
1. MiscellaneousMetalFramingSupport
1.2RELATEDWORK
A. Colors,finishes,andtextures:Section090600,SCHEDULEFORFINISHES.
B. Primeandfinishpainting:Section099100,PAINTING.
C. Stainlesssteelcornerguards:Section102600,WALLANDDOORPROTECTION.
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData
1.4QUALITYASSURANCE
A. Eachmanufacturedproductshallmeet,asaminimum,therequirementsspecified,andshallbe
astandardcommercialproductofamanufacturerregularlypresentlymanufacturingitemsof
typespecified.
B. Eachproducttypeshallbethesameandbemadebythesamemanufacturer.
C. Assembledproducttothegreatestextentpossiblebeforedeliverytothesite.
D. Includeadditionalfeatures,whicharenotspecificallyprohibitedbythisspecification,butwhich
areapartofthemanufacturer'sstandardcommercialproduct.
1.5APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. AmericanSocietyofMechanicalEngineers(ASME):
B18.6.1-97..................................WoodScrews
B18.2.2-87(R2005).....................SquareandHexNuts
C. AmericanSocietyforTestingandMaterials(ASTM):
A36/A36M-12............................StructuralSteel
A47-99(R2009)...........................MalleableIronCastings
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A48-03(R2012)...........................GrayIronCastings
A123-12.....................................Zinc(Hot-DipGalvanized)CoatingsonIronandSteelProducts
A307-12.....................................CarbonSteelBoltsandStuds,60,000PSITensileStrength
F436-11......................................HardenedSteelWashers
F468-06(R2012).........................NonferrousBolts,HexCapScrews,SocketHeadCapScrewsand
StudsforGeneralUse
F1667-11....................................DrivenFasteners:Nails,SpikesandStaples
D. StructuralSteelPaintingCouncil(SSPC)/SocietyofProtectiveCoatings:
SP1-04.......................................No.1,SolventCleaning
SP2-04.......................................No.2,HandToolCleaning
SP3-04.......................................No.3,PowerToolCleaning
PART2-PRODUCTS
2.1MATERIALS
A. ModularChannelUnits:
1. Factoryfabricated,channelshaped,coldformedsheetsteelshapes,completewithfittings
boltsandnutsrequiredforassembly.
2. Formchannelwithinturnedpyramidshapedclampingridgesoneachside.
3. Providecasehardenedsteelnutswithserratedgroovesinthetopedgesdesignedtobe
insertedinthechannelatanypointandbegivenaquarterturnsoastoengagethechannel
clampingridges.Provideeachnutwithaspringdesignedtoholdthenutinplace.
4. Factoryfinishchannelsandpartswithovenbakedprimerwhenexposedtoview.Channels
fabricatedofASTMA525,G90galvanizedsteelmayhaveprimeromittedinconcealed
locations.Finishscrewsandnutswithzinccoating.
5. Fabricatesnap-inclosureplatestofitandcloseexposedchannelopeningsofnotmorethan
0.3mm(0.0125inch)thickstainlesssteel.
2.3HARDWARE
A. RoughHardware:
1. Furnishroughhardwarewithastandardplating,appliedafterpunching,formingand
assemblyofparts;galvanized,cadmiumplated,orzinc-coatedbyelectro-galvanizing
process.GalvanizedG-90wherespecified.
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B. Fasteners:
1. BoltswithNuts:
a. ASMEB18.2.2.
b. ASTMA307for415MPa(60,000psi)tensilestrengthbolts.
c. ASTMF468fornonferrousbolts.
d. ASTMF593forstainlesssteel.
2. Screws:ASMEB18.6.1.
3. Washers:ASTMF436,typetosuitmaterialandanchorage.
4. Nails:ASTMF1667,TypeI,style6or14forfinishwork.
2.4FABRICATIONGENERAL
A. Material
1. Usematerialasspecified.Usematerialofcommercialqualityandsuitableforintended
purposeformaterialthatisnotnamedoritsstandardofqualitynotspecified.
2. Usematerialfreeofdefectswhichcouldaffecttheappearanceorserviceabilityofthe
finishedproduct.
B. Size:
1. Sizeandthicknessofmembersasshown.
2. Whensizeandthicknessisnotspecifiedorshownforanindividualpart,usesizeand
thicknessnotlessthanthatusedforthesamecomponentonsimilarstandardcommercial
itemsorinaccordancewithestablishedshopmethods.
C. Connections
1. Exceptasotherwisespecified,connectionsmaybemadebywelding,rivetingorbolting.
2. Fieldrivetingwillnotbeapproved.
3. Designsize,numberandplacementoffasteners,todevelopajointstrengthofnotlessthan
thedesignvalue.
4. Holes,forrivetsandbolts:Accuratelypunchedordrilledandburrsremoved.
5. Sizeandshapeweldstodevelopthefulldesignstrengthofthepartsconnectedbywelds
andtotransmitimposedstresseswithoutpermanentdeformationorfailurewhensubject
toserviceloadings.
6. UseRivetsandboltsofmaterialselectedtopreventcorrosion(electrolysis)atbimetallic
contacts.Platedorcoatedmaterialwillnotbeapproved.
7. Usestainlesssteelconnectorsforremovablemembersmachinescrewsorbolts.
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D. FastenersandAnchors
1. Usemethodsforfasteningoranchoringmetalfabricationstobuildingconstructionas
shownorspecified.
2. Wherefastenersandanchorsarenotshown,designthetype,size,locationandspacingto
resisttheloadsimposedwithoutdeformationofthemembersorcausingfailureofthe
anchororfastener,andsuitthesequenceofinstallation.
3. Usematerialandfinishofthefastenerscompatiblewiththekindsofmaterialswhichare
fastenedtogetherandtheirlocationinthefinishedwork.
4. Fastenersforsecuringmetalfabricationstonewconstructiononly,maybebyuseof
threadedorwedgetypeinsertsorbyanchorsforweldingtothemetalfabricationfor
installationbeforetheconcreteisplacedorasmasonryislaid.
5. Fastenersforsecuringmetalfabricationtoexistingconstructionornewconstructionmaybe
expansionbolts,togglebolts,poweractuateddrivepins,welding,selfdrillingandtapping
screwsorbolts.
E. Workmanship
1. General:
a. Fabricateitemstodesignshown.
b. Furnishmembersinlongestlengthscommerciallyavailablewithinthelimitsshownand
specified.
c. Fabricatestraight,true,freefromwarpandtwist,andwhereapplicablesquareandin
sameplane.
d. Provideholes,sinkagesandreinforcementshownandrequiredforfastenersand
anchorageitems.
e. Provideopenings,cut-outs,andtappedholesforattachmentandclearancesrequired
forworkofothertrades.
f. Preparemembersfortheinstallationandfittingofhardware.
g. Cutopeningsingratingsandfloorplatesforthepassageofducts,sumps,pipes,
conduitsandsimilaritems.Providereinforcementtosupportcutedges.
h. Fabricatesurfacesandedgesfreefromsharpedges,burrsandprojectionswhichmay
causeinjury.
2. Joining:
a. Miterorbuttmembersatcorners.
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b. Whereframesmembersarebuttedatcorners,cutlegofframememberperpendicular
tosurface,asrequiredforclearance.
4. Anchors:
a. Wheremetalfabricationsareshowntobepresetinconcrete,weld32x3mm(1-1/4by
1/8inch)steelstrapanchors,150mm(6inches)longwith25mm(oneinch)hooked
end,tobackofmemberat600mm(2feet)oncenter,unlessotherwiseshown.
b. Wheremetalfabricationsareshowntobebuiltintomasonryuse32x3mm(1-1/4by
1/8inch)steelstrapanchors,250mm(10inches)longwith50mm(2inch)hookedend,
weldedtobackofmemberat600mm(2feet)oncenter,unlessotherwiseshown.
5. CuttingandFitting:
a. Accuratelycut,machineandfitjoints,corners,copes,andmiters.
b. Fitremovablememberstobeeasilyremoved.
c. Designandconstructfieldconnectionsinthemostpracticalplaceforappearanceand
easeofinstallation.
d. Fitpiecestogetherasrequired.
e. Fabricateconnectionsforeaseofassemblyanddisassemblywithoutuseofspecialtools.
f. Jointsfirmwhenassembled.
g. Concealjoining,fittingandweldingonexposedworkasfaraspractical.
h. Donotshowrivetsandscrewsprominentlyontheexposedface.
i. Thefitofcomponentsandthealignmentofholesshalleliminatetheneedtomodify
componentortouseexceptionalforceintheassemblyofitemandeliminatetheneed
touseotherthancommontools.
F. Finish:
1. FinishexposedsurfacesinaccordancewithNAAMMAMP500MetalFinishesManual.
2. SteelandIron:NAAMMAMP504.
a. Zinccoated(Galvanized):ASTMA123,G90unlessnotedotherwise.
b. Surfacesexposedinthefinishedwork:
1) Finishsmoothroughsurfacesandremoveprojections.
2) Fillholes,dentsandsimilarvoidsanddepressionswithepoxytypepatching
compound.
c. ShopPrimePainting:
1) SurfacesofFerrousmetal:
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a) Itemsnotspecifiedtohaveothercoatings.
b) Galvanizedsurfacesspecifiedtohaveprimepaint.
c) Removeallloosemillscale,rust,andpaint,byhandorpowertoolcleaningas
definedinSSPC-SP2andSP3.
d) Cleanofoil,grease,soilandotherdetrimentalmatterbyuseofsolventsor
cleaningcompoundsasdefinedinSSPC-SP1.
e) AftercleaningandfinishingapplyonecoatofprimerasspecifiedinSection09
9100,PAINTING.
2) Nonferrousmetals:ComplywithMAAMM-500series.
2.5SUPPORTS
A. General:
1. FabricateASTMA36structuralsteelshapesasshown.
2. Useclipanglesandbracestooverheadconstruction.
3. Fieldconnectionsmaybebolted.
B. ForWallMountedItems:
1. Foritemssupportedbymetalstudpartitions.
2. Steelstriporhatchannelminimumof1.5mm(0.0598inch)thick.
3. Steelstripminimumof150mm(6inches)wide,lengthextendingonestudspacebeyond
endofitemsupported.
4. Steelhatchannelswhereshown.Flangecutandflattedforanchoragetostud.
5. Structuralsteeltubeorchannelforgrabbaratwaterclosetsfloortostructureabovewith
clipanglesorendplatesformedforanchors.
6. Usesteelanglesforthruwallcounters.Drillangleforfastenersatendsandnotover100
mm(4inches)oncenterbetweenends.
D. ForTrapezeBars:
1. Constructassemblyaboveceilingsasshownanddesigntosupportnotlessthana340kg
(750pound)workingloadatanypoint.
2. Fabricatetrapezesupportsasshown,withallexposedmembers,includingscrews,nuts,
boltsandwashers.
3. Fabricateconcealedcomponentsofstructuralsteelshapesunlessshownotherwise.
4. Continuouslyweldconnectionswhereweldsshown.
5. Usemodularchannelwhereshownwithmanufacturersboltsandfittings.
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E. ForIntravenousTrackandCubicalCurtainTrack:
1. Fabricateassemblyofsteelangleasshown.
2. Drillanglebentendsforanchorscrewstoacousticalsuspensionsystemandanglefor
hangerwires.
3. Providepipesleeveweldedtoangle.
F. SupportsatCeilingforRadiographic(x-ray)Equipment:
1. Fabricatehangersbraces,andtrackofmodularchannelunitsassemblyasshown.
2. Fabricatesteelplatesforanchortostructureabove.
3. Drillbentplatesforboltingatmidheightatconcretebeams.
PART3-EXECUTION
3.1INSTALLATION,GENERAL
A. Setworkaccurately,inalignmentandwhereshown,plumb,level,freeofrackandtwist,andset
parallelorperpendicularasrequiredtolineandplaneofsurface.
B. Itemssetintoconcreteormasonry.
1. Providetemporarybracingforsuchitemsuntilconcreteormasonryisset.
2. Placeinaccordancewithsettingdrawingsandinstructions.
3. Buildstrapanchors,intomasonryasworkprogresses.
C. Setframesofgratings,covers,cornerguards,trapdoorsandsimilaritemsflushwithfinishfloor
orwallsurfaceand,whereapplicable,flushwithsideofopening.
D. FieldweldinaccordancewithAWS.
1. Designandfinishasspecifiedforshopwelding.
2. Usecontinuousweldunlessspecifiedotherwise.
E. Installanchoringdevicesandfastenersasshownandasnecessaryforsecuringmetal
fabricationstobuildingconstructionasspecified.Poweractuateddrivepinsmaybeusedexcept
forremovableitemsandwherememberswouldbedeformedorsubstratedamagedbytheir
use.
F. Spotprimeallabradedanddamagedareasofzinccoatingasspecifiedandallabradedand
damagedareasofshopprimecoatwithsamekindofpaintusedforshoppriming.
G. Isolatealuminumfromdissimilarmetalsandfromcontactwithconcreteandmasonrymaterials
asrequiredtopreventelectrolysisandcorrosion.
H. Secureescutcheonplatewithsetscrew.
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3.2INSTALLATIONOFSUPPORTS
A. Anchoragetostructure.
1. Secureanglesorchannelsandclipstooverheadstructuralsteelbycontinuouswelding
unlessboltingisshown.
2. Securesupportstoconcreteinsertsbyboltingorcontinuousweldingasshown.
3. Securesupportstomidheightofconcretebeamswheninsertsdonotexistwithexpansion
boltsandtoslabs,withexpansionbolts.unlessshownotherwise.
4. Securesteelplateorhatchannelstostudsasdetailed.
B. SupportsforWallMounteditems:
1. Locatecenterofsupportatanchoragepointofsupporteditem.
2. Locatesupportattopandbottomofwallhungcabinets.
3. Locatesupportattopoffloorcabinetsandshelvinginstalledagainstwalls.
4. Locatesupportswhererequiredforitemsshown.
C. Supportsforintravenous(IV)TrackandCubicleCurtainTrack:
1. Installassemblywhereshownafterceilingsuspensiongridisinstalled.
2. Drillangleforboltandweldnuttoanglepriortoinstallationoftile.
D. Supportforcantilevergrabbars:
1. Locatechannelsortubeinpartitionforsupportasshown,andextendfullheightfromfloor
toundersideofstructuralslababove.
2. Anchorattopandbottomwithangleclipsboltedtochannelsortubewithtwo,9mm(3/8
inch)diameterbolts.
3. Anchortofloorsandoverheadconstructionwithtwo9mm(3/8inch)diameterbolts.
4. Fastenclipstoconcretewithexpansionbolts,andtosteelwithmachineboltsorwelds.
3.3CLEANANDADJUSTING
A. Adjustmovablepartsincludinghardwaretooperateasdesignedwithoutbindingor
deformationofthememberscenteredintheopeningorframeand,whereapplicable,contact
surfacesfittightandevenwithoutforcingorwarpingthecomponents.
B. Cleanafterinstallationexposedprefinishedandplateditemsanditemsfabricatedfromstainless
steel,aluminumandcopperalloys,asrecommendedbythemetalmanufactureandprotected
fromdamageuntilcompletionoftheproject.
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SECTION061000ROUGHCARPENTRY
PART1-GENERAL
1.1DESCRIPTION:
A.Thissectionspecifieswoodblocking,furring,nailers,androughhardware.
1.2RELATEDWORK:
A.Sustainabledesignrequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B. Milledwoodwork:Section062000,FINISHCARPENTRY.
C. Gypsumsheathing:Section092900,GYPSUMBOARD.
1.3SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittals,asdescribedbelow:
1. PostconsumerandpreconsumerrecycledcontentasspecifiedinPART2-PRODUCTS.
2. VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
3. Forcompositewoodproducts,submitdocumentationindicatingthatproductcontainsno
addedureaformaldehyde.
C. ShopDrawingsshowingframingconnectiondetails,fasteners,connectionsanddimensions.
D.Manufacturer’sLiteratureandData:
1.Submitdataforlumber,panels,hardwareandadhesives.
2.Submitdataforwood-preservativetreatmentfromchemicaltreatmentmanufacturerand
certificationfromtreatingplantsthattreatedmaterialscomplywithrequirements.Indicate
typeofpreservativeusedandnetamountofpreservativeretained.
3.Submitdataforfireretardanttreatmentfromchemicaltreatmentmanufacturerand
certificationbytreatingplantthattreatedmaterialscomplywithrequirements.Include
physicalpropertiesoftreatedmaterialsbasedontestingbyaqualifiedindependenttesting
agency.
4.Forproductsreceivingawaterbornetreatment,submitstatementthatmoisturecontentof
treatedmaterialswasreducedtolevelsspecifiedbeforeshipmenttoprojectsite.
E.Manufacturer’scertificateforunmarkedlumber.
1.4PRODUCTDELIVERY,STORAGEANDHANDLING:
A. Protectlumberandotherproductsfromdampnessbothduringandafterdeliveryatsite.
B. Pilelumberinstacksinsuchmannerastoprovideaircirculationaroundsurfacesofeachpiece.
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C. Stackplywoodandotherboardproductssoastopreventwarping.
D. Locatestacksonwelldrainedareas,supportedatleast152mm(6inches)abovegradeand
coverwithwell-ventilatedshedshavingfirmlyconstructedoverhangingroofwithsufficientend
walltoprotectlumberfromdrivingrain.
1.5QUALITYASSURANCE:
A.Installer:Afirmwithaminimumofthree(3)years’experienceinthetypeofworkrequiredby
thissection.
1.6GRADINGANDMARKINGS:
A.AnyunmarkedlumberorplywoodpanelforitsgradeandspecieswillnotbeallowedonVA
Constructionsitesforlumberandmaterialnotnormallygrademarked,providemanufacturer’s
certificates(approvedbyanAmericanLumberStandardsapprovedagency)attestingthat
lumberandmaterialmeetthespecifiedthespecifiedrequirements.
1.7APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedinthetextbybasicdesignationonly.
B. AmericanForestandPaperAssociation(AFPA):
NDS-15.......................................NationalDesignSpecificationforWoodConstruction
WCD1-01....................................DetailsforConventionalWoodFrameConstruction
C. AmericanInstituteofTimberConstruction(AITC):
A190.1-07..................................StructuralGluedLaminatedTimber
D. AmericanSocietyofMechanicalEngineers(ASME):
B18.2.1-12(R2013).....................SquareandHexBoltsandScrews
B18.2.2-10..................................SquareandHexNuts
B18.6.1-81(R2008).....................WoodScrews
E. AmericanPlywoodAssociation(APA):
E30-11........................................EngineeredWoodConstructionGuide
F. ASTMInternational(ASTM):
A653/A653M-13........................SteelSheetZinc-Coated(Galvanized)orZinc-IronAlloyCoated
(Galvannealed)bytheHotDipProcess
C954-11......................................SteelDrillScrewsfortheApplicationofGypsumBoardorMetal
PlasterBasestoSteelStudsfrom0.033inch(2.24mm)to0.112-
inch(2.84mm)inthickness
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C1002-14....................................SteelSelf-PiercingTappingScrewsfortheApplicationof
GypsumPanelProductsorMetalPlasterBasestoWoodStuds
orMetalStuds
D198-14.....................................TestMethodsofStaticTestsofLumberinStructuralSizes
D2344/D2344M-13....................TestMethodforShort-BeamStrengthofPolymerMatrix
CompositeMaterialsandTheirLaminates
D2559-12a.................................AdhesivesforStructuralLaminatedWoodProductsforUse
UnderExterior(WetUse)ExposureConditions
D3498-03(R2011).......................AdhesivesforField-GluingPlywoodtoLumberFramingforFloor
Systems
D6108-13...................................TestMethodforCompressivePropertiesofPlasticLumberand
Shapes
D6109-13...................................TestMethodsforFlexuralPropertiesofUnreinforcedand
ReinforcedPlasticLumberandRelatedProducts
D6111-13a.................................TestMethodforBulkDensityandSpecificGravityofPlastic
LumberandShapesbyDisplacement
D6112-13...................................TestMethodsforCompressiveandFlexuralCreepandCreep-
RuptureofPlasticLumberandShapes
F844-07a(R2013).......................Washers,Steel,Plan(Flat)UnhardenedforGeneralUse
F1667-13....................................Nails,Spikes,andStaples
G.AmericanWoodProtectionAssociation(AWPA):
AWPABookofStandards
H.CommercialItemDescription(CID):
A-A-55615..................................Shield,Expansion(WoodScrewandLagBoltSelfThreading
Anchors)
I.ForestStewardshipCouncil(FSC):
FSC-STD-01-001(Ver.4-0)FSCPrinciplesandCriteriaforForestStewardship
J. MilitarySpecification(Mil.Spec.):
MIL-L-19140E.............................LumberandPlywood,Fire-RetardantTreated
K.EnvironmentalProtectionAgency(EPA):
40CFR59(2014).........................NationalVolatileOrganicCompoundEmissionStandardsfor
ConsumerandCommercialProducts
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L. TrussPlateInstitute(TPI):
TPI-85.........................................MetalPlateConnectedWoodTrusses
M. U.S.DepartmentofCommerceProductStandard(PS)
PS1-95.......................................ConstructionandIndustrialPlywood
PS20-10.....................................AmericanSoftwoodLumberStandard
N.ICCEvaluationService(ICCES):
AC09...........................................QualityControlofWoodShakesandShingles
AC174.........................................DeckBoardSpanRatingsandGuardrailSystems(Guardsand
Handrails)
PART2-PRODUCTS
2.1LUMBER:
A. Unlessotherwisespecified,eachpieceoflumbermustbeargrademark,stamp,orother
identifyingmarksindicatinggradesofmaterial,andrulesorstandardsunderwhichproduced.
1. Identifyingmarksaretobeinaccordancewithruleorstandardunderwhichmaterialis
produced,includingrequirementsforqualificationsandauthorityoftheinspection
organization,usageofauthorizedidentification,andinformationincludedinthe
identification.
2. InspectionagencyforlumberapprovedbytheBoardofReview,AmericanLumberStandards
Committee,togradespeciesused.
B. LumberOtherThanStructural:
1. Unlessotherwisespecified,speciesgradedunderthegradingrulesofaninspectionagency
approvedbyBoardofReview,AmericanLumberStandardsCommittee.
2. Framinglumber:Minimumextremefiberstressinbendingof7584kPa(1100PSI).
3. Furring,blocking,nailersandsimilaritems101mm(4inches)andnarrowerStandardGrade;
and,members152mm(6inches)andwider,Number2Grade.
4. BoardSub-flooring:Shiplapedge,25mm(1inch)thick,notlessthan203mm(8inches)
wide.
C. Sizes:
1. ConformingtoPS20.
2. Sizereferencesarenominalsizes,unlessotherwisespecified,actualsizeswithin
manufacturingtolerancesallowedbystandardunderwhichproduced.
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D. MoistureContent:
1. Maximummoisturecontentofwoodproductsistobeasfollowsatthetimeofdeliveryto
site.
a. Boardsandlumber50mm(2inches)andlessinthickness:19percentorless.
b. Lumberover50mm(2inches)thick:25percentorless.
E. FireRetardantTreatment(typicalforallroughcarpentry):
1. ComplywithMilSpec.MIL-L-19140.
2. Treatmentandperformanceinspection,byanindependentandqualifiedtestingagencythat
establishesperformanceratings.
2.3PLYWOOD:
A. ComplywithPS1.
B. Bearthemarkofarecognizedassociationorindependentinspectionagencythatmaintains
continuingcontroloverqualityofplywoodwhichidentifiescompliancebyveneergrade,group
number,spanratingwhereapplicable,andgluetype.
2.4ROUGHHARDWAREANDADHESIVES:
A. AnchorBolts:
1. ASMEB18.2.1andASMEB18.2.2galvanized,13mm(1/2inch)unlessshownotherwise.
2. Extendatleast203mm(8inches)intomasonryorconcretewithendsbent50mm(2
inches).
B. MiscellaneousBolts:ExpansionBolts:C1DA-A-55615;lagbolt,longenoughtoextendatleast65
mm(2-1/2inches)intomasonryorconcrete.Provide13mm(1/2inch)boltunlessshown
otherwise.
C. Washers
1. ASTMF844.
2. Providezincorcadmiumcoatedsteelorcastironforwashersexposedtoweather.
D. Screws:
1. WoodtoWood:ASMEB18.6.1orASTMC1002.
2. WoodtoSteel:ASTMC954,orASTMC1002.
E. Nails:
1. Sizeandtypebestsuitedforpurposeunlessnotedotherwise.Providealuminum-alloynails,
platednails,orzinc-coatednails,fornailingwoodworkexposedtoweatherandonroof
blocking.
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2. ASTMF1667:
a. Common:TypeI,Style10.
b. Concrete:TypeI,Style11.
c. Barbed:TypeI,Style26.
d. Underlayment:TypeI,Style25.
e. Masonry:TypeI,Style27.
f. Providespecialnailsdesignedforusewithties,strapanchors,framingconnectors,joists
hangers,andsimilaritems.Nailsnotlessthan32mm(1-1/4inches)long,8dand
deformedorannularringshank.
PART3-EXECUTION
3.1INSTALLATIONOFFRAMINGANDMISCELLANEOUSWOODMEMBERS:
A. Conformtoapplicablerequirementsofthefollowing:
1. AFPANDSfortimberconnectors.
2. AITCA190.1TimberConstructionManualforheavytimberconstruction.
3. AFPAWCD1fornailingandframingunlessspecifiedotherwise.
4. APAforinstallationofplywoodorstructuralusepanels.
5. TPIformetalplateconnectedwoodtrusses.
B. Fasteners:
1. Nails.
a. NailinaccordancewiththeRecommendedNailingScheduleasspecifiedinAFPAWCD1
wheredetailednailingrequirementsarenotspecifiedinnailingschedule.Selectnailsize
andnailspacingsufficienttodevelopadequatestrengthfortheconnectionwithout
splittingthemembers.
b. SelectthesizeandnumberofnailsinaccordancewiththeNailingScheduleexceptfor
specialnailswithframinganchors.
g. NailingSchedule;UsingCommonNails:
2. Bolts:
a. Fitboltheadsandnutsbearingonwoodwithwashers.
b. Countersinkboltheadsflushwiththesurfaceofnailers.
c. Embedinconcreteandsolidmasonryorprovideexpansionbolts.Specialboltsorscrews
designedforanchortosolidmasonryorconcreteindrilledholesmaybeused.
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d. Providetoggleboltstohollowmasonryorsheetmetal.
e. Provideboltstosteelover2.84mm(0.112inch,11gage)inthickness.Securewood
nailerstoverticalstructuralsteelmemberswithbolts,placedoneatendsofnailerand
610mm(24inch)intervalsbetweenendbolts.Provideclipstobeamflanges.
3. DrillScrewstosteellessthan2.84mm(0.112inch)thick.
a. ASTMC1002forsteellessthan0.84mm(0.033inch)thick.
b. ASTMC954forsteelover0.84mm(0.033inch)thick.
4. Poweractuateddrivepinsmaybeprovidedwherepracticaltoanchortosolidmasonry,
concrete,orsteel.
5. Donotanchortowoodplugsornailingblocksinmasonryorconcrete.Providemetalplugs,
insertsorsimilarfastening.
E. BlockingNailers,andFurring:
1. Installfurring,blocking,nailers,andgroundswhereshown.
2. Providelongestlengthspracticable.
3. ProvidefireretardanttreatedwoodblockingthroughouttheWorkofthisProject.
4. LayersofBlockingorPlates:
a. Staggerendjointsbetweenupperandlowerpieces.
b. Nailatendsandnotover610mm(24inches)betweenends.
c. Staggernailsfromsidetosideofwoodmemberover127mm(5inches)inwidth.
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SECTION062000FINISHCARPENTRY
PART1-GENERAL
1.1DESCRIPTION
A. Thissectionspecifiesinteriormillwork.
B. Itemsspecified.
- ClerksDesk
1.2RELATEDWORK
A. Framing,furringandblocking:Section061000,ROUGHCARPENTRY.
B. Wooddoors:Section081400,WOODDOORS.
C. Colorandtextureoffinish:asindicatedontheDrawings.
D. StockCasework:Section123200,MANUFACTUREDWOODCASEWORK.
E. OtherCountertops:Division11,EQUIPMENTandDivision12,FURNISHINGS.
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. ShopDrawings:
1. Millworkitems–Halffullsizescaleforsectionsanddetails1:50(1/4-inch)forelevationsand
plans.
2. Showconstructionandinstallation.
C. Samples:
Plasticlaminatefinishedplywoodorparticleboard,150mmby300mm(sixbytwelveinches).
D. Certificates:
1. Indicatingmoisturecontentofmaterialsmeettherequirementsspecified.
F. Manufacturer'sliteratureanddata:
1. Finishhardware
1.4DELIVERY,STORAGEANDHANDLING
A. Protectlumberandmillworkfromdampness,maintainingmoisturecontentspecifiedboth
duringandafterdeliveryatsite.
B. Storefinishinglumberandmillworkinweathertightwellventilatedstructuresorinspacein
existingbuildingsdesignatedbyResidentEngineer.Storeataminimumtemperatureof210C
(700F)fornotlessthan10daysbeforeinstallation.
C. Pilelumberinstacksinsuchmannerastoprovideaircirculationaroundsurfacesofeachpiece.
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1.5APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. AmericanSocietyofTestingandMaterials(ASTM):
E84-10........................................SurfaceBurningCharacteristicsofBuildingMaterials
C. AmericanHardboardAssociation(AHA):
A135.4-04..................................BasicHardboard
D. BuildersHardwareManufacturersAssociation(BHMA):
A156.9-03..................................CabinetHardware
A156.11-10................................CabinetLocks
A156.16-08................................AuxiliaryHardware
E. HardwoodPlywoodandVeneerAssociation(HPVA):
HP1-09.......................................HardwoodandDecorativePlywood
F. NationalParticleboardAssociation(NPA):
A208.1-09..................................WoodParticleboard
G. AmericanWood-Preservers’Association(AWPA):
AWPAC1-03...............................AllTimberProducts–PreservativeTreatmentbyPressure
Processes
H. ArchitecturalWoodworkInstitute(AWI):
AWI-09.......................................ArchitecturalWoodworkQualityStandardsandQuality
CertificationProgram
I. NationalElectricalManufacturersAssociation(NEMA):
LD3-05.......................................High-PressureDecorativeLaminates
J. U.S.DepartmentofCommerce,ProductStandard(PS):
PS20-10......................................AmericanSoftwoodLumberStandard
K. MilitarySpecification(Mil.Spec):
MIL-L-19140E.............................LumberandPlywood,Fire-RetardantTreated
L. FederalSpecifications(Fed.Spec.):
A-A-1936....................................ContactAdhesive
FF-N-836D..................................Nut,Square,HexagonCap,Slotted,Castle
FF-S-111D(1)..............................Screw,Wood
MM-L-736(C)..............................Lumber,Hardwood
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PART2–PRODUCTS
2.1BIO-BASEDMATERIAL:
Bio-basedMaterials:ForproductsdesignatedbytheUSDA’sBio-Preferredprogram,provide
productsthatmeetorexceedUSDArecommendationsforbio-basedcontent,solongas
productsmeetallperformancerequirementsinthisspecificationsection.Formoreinformation
regardingtheproductcategoriescoveredbytheBio-Preferredprogram,visithttp://www.bio-
preferred.gov
2.2LUMBER
A. GradingandMarking:
1. Lumbershallbearthegrademark,stamp,orotheridentifyingmarksindicatinggradesof
material.
2. Suchidentifyingmarksonamaterialshallbeinaccordancewiththeruleorstandardunder
whichthematerialisproduced,includingrequirementsforqualificationsandauthorityof
theinspectionorganization,usageofauthorizedidentification,andinformationincludedin
theidentification.
3. TheinspectionagencyforlumbershallbeapprovedbytheBoardofReview,American
LumberStandardsCommittee,togradespeciesused.
B. Sizes:
1. LumberSizereferences,unlessotherwisespecified,arenominalsizes,andactualsizesshall
bewithinmanufacturingtolerancesallowedbythestandardunderwhichproductis
produced.
2. Millwork,standingandrunningtrim,andrails:Actualsizeasshownorspecified.
C. Hardwood:MM-L-736,speciesasspecifiedforeachitem.
D. Softwood:PS-20,exposedtoviewappearancegrades:
1. UseCselectorDselect,verticalgrainfortransparentfinishincludingstaintransparent
finish.
2. UsePrimeforpaintedoropaquefinish.
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2.3PLYWOOD
A. SoftwoodPlywood:
1. Prod.Std.
2. GradingandMarking:
a. Eachsheetofplywoodshallbearthemarkofarecognizedassociationorindependent
inspectionagencythatmaintainscontinuingcontroloverthequalityoftheplywood.
b. Themarkshallidentifytheplywoodbyspeciesgrouporidentificationindex,andshall
showgluetype,grade,andcompliancewithPS1.
3. Plywood,13mm(1/2inch)andthicker;notlessthanfiveplyconstruction,except32mm(1-
1/4inch)thickplywoodnotlessthansevenply.
4. PlasticLaminatePlywoodCores:
a. ExteriorType,andspeciesgroup.
b. VeneerGrade:A-C.
5. ShelvingPlywood:
a. InteriorType,anyspeciesgroup.
b. VeneerGrade:A-BorB-C.
6. Other:Asspecifiedforitem.
B. HardwoodPlywood:
1. HPVA:HP.1
2. Speciesoffaceveneershallbeasshownorasspecifiedinconnectionwitheachparticular
item.
3. InsideofBuilding:
a. UseTypeII(interior)Agradeveneerfortransparentfinish.
b. UseTypeII(interior)SoundGradeveneerforpaintfinish.
4. Useplainslicedredoak//rotarycutwhitebirch//unlessspecifiedotherwise.
2.4PARTICLEBOARD
A. NPAA208.1
B. PlasticLaminateParticleboardCores:
1. UseType1,Grade1-M-3,orType2,Grade2-M-2,unlessotherwisespecified.
2. UseType2,Grade2-M-2,exteriorbond,fortopswithsinks.
C. GeneralUse:Type1,Grade1-M-3orType2,Grade2-M-2.
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2.5PLASTICLAMINATE
A. NEMALD-3.
B. Exposeddecorativesurfacesincludingcountertops,bothsidesofcabinetdoors,andforitems
havingplasticlaminatefinish.GeneralPurpose,TypeHGL.
C. CabinetInteriorsincludingShelving:BothoffollowingoptionstocomplywithNEMA,CLSasa
minimum.
1. Plasticlaminatecladplywoodorparticleboard.
2. Resinimpregnateddecorativepaperthermallyfusedtoparticleboard.
D. Backingsheetonbottomofplasticlaminatecoveredwoodtops:Backer,TypeHGP.
E. PostFormingFabrication,DecorativeSurfaces:Postforming,TypeHGP.
2.6BUILDINGBOARD(HARDBOARD)
A. ANSI/AHAA135.4,6mm(1/4inch)thickunlessspecifiedotherwise.
B. Perforatedhardboard(Pegboard):Type1,Temperedperforated6mm(1/4inch)diameter
holes,on25mm(1inch)centerseachway,smoothsurfaceoneside.
2.7ADHESIVE
A. ForPlasticLaminate:Fed.Spec.A-A-1936.
B. ForInteriorMillwork:Unextendedurearesin,unextendedmelamineresin,phenolresin,or
resorcinolresin.
2.8HARDWARE
A. RoughHardware:
1. Furnishroughhardwarewithastandardplating,appliedafterpunching,formingand
assemblyofparts;galvanized,cadmiumplated,orzinc-coatedbyelectric-galvanizing
process.
4. Fasteners:
a. BoltswithNuts:FF-N-836.
b. ExpansionBolts:A-A-1922A.
c. Screws:Fed.Spec.FF-S-111.
B. FinishHardware
1. CabinetHardware:ANSIA156.9.
a. Door/DrawerPulls:B02011.
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b. DrawerSlides:B05051fordrawersover150mm(6inches)deep,B05052fordrawers75
mmto150mm3to6inches)deep,andB05053fordrawerslessthan75mm(3inches)
deep.
c. SlidingDoorTracks:B07063.
d. AdjustableShelfStandards:B4061withshelfrestB04083.
e. ConcealedHinges:B1601,minimum110degreeopening.
f. ButtHinges:B01361,forflushdoors,B01381forinsetlippeddoors,andB01521for
overlaydoors.
g. CabinetDoorCatch:B0371orB03172.
h. VerticalSlottedShelfStandard:B04103withshelfbracketsB04113,sizedforshelf
depth.
2. CabinetLocks:ANSIA156.11.
a. DrawersandHingedDoor:E07262.
b. SlidingDoor:E07162.
3. AuxiliaryHardware:ANSIA156.16.
a. ShelfBracket:B04041,japannedorenameledfinish.
4. EdgeStripsMoldings:
a. Driventype"T"shapewithserratedretainingstem;vinylplastictomatchplastic
laminatecolor,stainlesssteel,or3mm(1/8inch)thickextrudedaluminum.
b. Stainlesssteelorextrudedaluminumchannels.
c. Stainlesssteel,number4finish;aluminum,mechanicalappliedmediumsatinfinish,
clearanodized0.1mm(0.4mils)thick.
5. RubberorVinylmolding
a. Rubberorvinylstandardstockandinlongestlengthspracticable.
b. Designforclosuresatjointswithwallsandadhesiveanchorage.
c. Adhesiveasrecommendedbymoldingmanufacturer.
6. Primers:Manufacturer'sstandardprimerforsteelprovidingbakedenamelfinish.
2.12MOISTURECONTENT
A. Moisturecontentoflumberandmillworkattimeofdeliverytosite.
1. Interiorfinishlumber,trim,andmillwork32mm(1-1/4inches)orlessinnominalthickness:
12percenton85percentofthepiecesand15percentontheremainder.
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2. Moisturecontentofothermaterialsshallbeinaccordancewiththestandardsunderwhich
theproductsareproduced.
2.16FABRICATION
A. General:
1. Exceptasotherwisespecified,useAWICustomGradeforarchitecturalwoodworkand
interiormillwork.
2. Finishwoodworkshallbefreefrompitchpockets.
3. Exceptwherespecialprofilesareshown,trimshallbestandardstockmoldingandmembers
ofthesamespecies.
4. Plywoodshallbenotlessthan13mm(1/2inch),unlessotherwiseshownorspecified.
5. Edgesofmembersincontactwithconcreteormasonryshallhaveasquarecornercaulking
rebate.
6. Fabricatememberslessthan4m(14feet)inlengthfromonepieceoflumber,back
channeledandmoldedashown.
7. Interiortrimanditemsofmillworktobepaintedmaybefabricatedfromjointed,built-up,
orlaminatedmembers,unlessotherwiseshownondrawingsorspecified.
8. PlasticLaminateWork:
a. Factorygluedtoeitheraplywoodoraparticleboardcore,thicknessasshownor
specified.
b. Coverexposededgeswithplasticlaminate,exceptwherealuminum,stainlesssteel,or
plasticmoldededgestripsareshownorspecified.Useplasticmoldededgestripson19
mm(3/4-inch)moldedthickorthinnercorematerial.
c. Provideplasticbackingsheetonundersideofcountertops,vanitytops,thru-wall
counterincludingbacksplashesandendsplashesofcountertops.
d. Usebackingsheetonconcealedlargepanelsurfacewhendecorativefacedoesnot
occur.
B. ClerksDesk:
1. FabricatetoAWIpremiumgradeconstructioninconformancewithAWISection400,
CASEWORK.
2. Usesoftwoodforstructuralframingmember'sstandardsizes,spacenotover400mm(16
inches)oncenter.
3. RefertoDrawingsforwoodspeciesofexposedhardwoodtrimandedging.
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4. Usedrawerguidesondrawerswithpulls.
5. Usepullsandconcealedhingesondoors.
6. Useadjustableshelfstandardswithshelfrests.
7. Usedecorativeplasticlaminateonexposedsurfacesincludinginteriorofcupboardcabinet.
8. Overlayframeofapronwithdraweranddoorface.
9. Providecutoutsforelectricaldevicesandoutlets.
PART3-EXECUTION
3.1ENVIRONMENTALREQUIREMENTS
A. Maintainworkareasandstorageareastoaminimumtemperatureof210C(700F)fornotless
than10daysbeforeandduringinstallationofinteriormillwork.
B. Donotinstallfinishlumberormillworkinanyroomorspacewherewetprocesssystemssuchas
concrete,masonry,orplasterworkisnotcompleteanddry.
3.2INSTALLATION
A. General:
1. Millworkreceivingtransparentfinishshallbeprimedandback-paintedonconcealed
surfaces.Setnomillworkuntilprimedandback-painted.
2. Securetrimwithfinefinishingnails,screws,orglueasrequired.
3. Setnailsforputtystopping.Usewashersunderboltheadswherenootherbearingplate
occurs.
4. Sealcutedgesofpreservativeandfireretardanttreatedwoodmaterialswithacertified
acceptablesealer.
5. Coordinatewithplumbingandelectricalworkforinstallationoffixturesandservice
connectionsinmillworkitems.
6. Plumbandlevelitemsunlessshownotherwise.
7. Nailfinishateachblocking,lookout,orothernailerandintermediatepoints;toggleor
expansionboltinplacewherenailsarenotsuitable.
8. ExteriorWork:Jointsshallbeclosefitted,metered,tongueandgrooved,rebated,orlapped
toexcludewaterandmadeupinthickwhiteleadpasteinoil.
C. ClerksDesk:
1. Secureframingtofloorwithexpansionbolts.
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2. Securecountertoptosupportwithwoodcleatsormetalanglesscrewedon150mm(6inch)
centers.
3. Concealfastenersoncorridorside.Exposedfastenerspermittedundercountertopandin
kneespacesonstaffside.
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SECTION072113THERMALINSULATION
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiesthermalandacousticalinsulationforbuildings.
B. Acousticalinsulationisidentifiedbythicknessandwords"AcousticalInsulation".
1.2SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:
1. Insulation,eachtypeused
2. Adhesive,eachtypeused.
3. Tape
C. Certificates:Statingthetype,thicknessand"R"value(thermalresistance)oftheinsulationtobe
installed.
1.3STORAGEANDHANDLING:
A. Storeinsulationmaterialsinweathertightenclosure.
B. Protectinsulationfromdamagefromhandling,weatherandconstructionoperationsbefore,
during,andafterinstallation.
1.4APPLICABLEPUBLICATIONS:
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbybasicdesignationonly.
B. AmericanSocietyforTestingandMaterials(ASTM):
C270-10......................................MortarforUnitMasonry
C516-08......................................VermiculiteLooseFillThermalInsulation
C549-06......................................PerliteLooseFillInsulation
C552-07......................................CellularGlassThermalInsulation.
C553-08......................................MineralFiberBlanketThermalInsulationforCommercialand
IndustrialApplications
C578-10......................................Rigid,CellularPolystyreneThermalInsulation
C591-09......................................UnfacedPreformedRigidCellularPolyisocynurateThermal
Insulation
C612-10......................................MineralFiberBlockandBoardThermalInsulation
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C665-06......................................MineralFiberBlanketThermalInsulationforLightFrame
ConstructionandManufacturedHousing
C728-05(R2010)........................PerliteThermalInsulationBoard
C954-10......................................SteelDrillScrewsfortheApplicationofGypsumPanelProducts
orMetalPlasterBasetoSteelStudsFrom0.033(0.84mm)inch
to0.112inch(2.84mm)inthickness
C1002-07....................................SteelSelf-PiercingTappingScrewsfortheApplicationof
GypsumPanelProductsorMetalPlasterBasestoWoodStuds
orSteelStuds
D312-00(R2006).........................AsphaltUsedinRoofing
E84-10........................................SurfaceBurningCharacteristicsofBuildingMaterials
F1667-11....................................DrivenFasteners:Nails,SpikesandStaples.
PART2-PRODUCTS
2.1INSULATION–GENERAL:
A. Wherethermalresistance("R"value)isspecifiedorshownforinsulation,thethicknessshown
onthedrawingsisnominal.Useonlyinsulationwithactualthicknessthatisnotlessthanthat
requiredtoprovidethethermalresistancespecified.
B. Where"R"valueisnotspecifiedforinsulation,usethethicknessshownonthedrawings.
C. Wheremorethanonetypeofinsulationisspecified,thetypeofinsulationforeachuseis
optional,exceptuseonlyonetypeofinsulationinanyparticulararea.
D. InsulationProductsshallcomplywithfollowingminimumcontentstandardsforrecovered
materials:
MaterialType PercentbyWeight
Glassfiberreinforced 6percentrecoveredmaterial
Rockwoolmaterial 75percentrecoveredmaterial
Theminimum-contentstandardsarebasedontheweight(notthevolume)
ofthematerialintheinsulatingcoreonly.
2.2ACOUSTICALINSULATION:
A. MineralFiberboards:ASTMC553,TypeII,flexible,orTypeIII,semirigid(4.5poundnominal
density).
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B. MineralFiberBattorBlankets:ASTMC665.Maximumflamespreadof25andsmoke
developmentof450whentestedinaccordancewithASTME84.
C. Thicknessasshown;ofwidthsandlengthstofittightagainstframing.
2.4SOUNDDEADENINGBOARD:
A. MineralFiberBoard:ASTMC612,TypeIB,13mm(1/2inchthick).
B. PerliteBoard:ASTMC728,13mm(1/2inchthick).
2.5FASTENERS:
A. StaplesorNails:ASTMF1667,zinc-coated,sizeandtypebestsuitedforpurpose.
B. Screws:ASTMC954orC1002,sizeandlengthbestsuitedforpurposewithwashernotlessthan
50mm(twoinches)indiameter.
C. ImpalingPins:Steelpinswithheadnotlessthan50mm(twoinches)indiameterwithadhesive
foranchoragetosubstrate.Provideimpalingpinsoflengthtoextendbeyondinsulationand
retaincapwasherwhenwasherisplacedonthepin.
2.7ADHESIVE:
A. Asrecommendedbythemanufactureroftheinsulation.
B. Asphalt:ASTMD312,TypeIIIorIV.
C. Mortar:ASTMC270,Type0.
2.8TAPE:
A. Pressuresensitiveadhesiveononeface.
B. Permratingofnotmorethan0.50.
PART3-EXECUTION
3.1INSTALLATION-GENERAL
A. Installinsulationwiththevaporbarrierfacingtheheatedside,unlessspecifiedotherwise.
B. Installrigidinsulatingunitswithjointscloseandflush,inregularcoursesandwithcrossjoints
broken.
C. Installbattorblanketinsulationwithtightjointsandfillingframingvoidcompletely.Sealcuts,
tears,andunlappedjointswithtape.
D. Fitinsulationtightagainstadjoiningconstructionandpenetrations,unlessspecifiedotherwise.
3.2ACOUSTICALINSULATION:
A. Fastenblanketinsulationbetweenmetalstudsandwallfurringwithcontinuouspressure
sensitivetapealongedgesoradhesive.
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B. Packinsulationarounddoorframesandwindowsandincracks,expansionjoints,controljoints,
doorsoffitsandothervoids.Packbehindoutlets,aroundpipes,ducts,andservicesencasedin
wallorpartition.Holdinsulationinplacewithpressuresensitivetapeoradhesive.
C. Donotcompressinsulationbelowrequiredthicknessexceptwhereembeddeditemsprevent
requiredthickness.
D. Whereacousticalinsulationisinstalledabovesuspendedceilingsinstallblanketatrightangles
tothemainrunnersorframing.Extendinsulationoverwallinsulationsystemsnotextendingto
structureabove.
E. Wheresemirigidinsulationisusedwhichisnotfullthicknessofcavity,adheretoonesideof
cavitymaintainingcontinuityofinsulationandcoveringpenetrationsorembedmentsin
insulation.
F. Wheresounddeadeningboardisshown,securewithadhesivetomasonryorconcretewallsand
withscrewstometalorwoodframing.Securesufficientlyinplaceuntilsubsequentcoveris
installed.Sealallcrackswithcaulking.
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SECTION078100APPLIEDFIREPROOFING
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiesspray-appliedmineralfiberandcementitiouscoveringstoprovidefire
resistancetointeriorstructuralsteelmembersshown.
B. TheWorkofthisSectionincludesrepairandreplacementofexistingappliedfireproofing
materialswhereremovedordamagedbythenewconstructionworkofthisProject.
1.2RELATEDWORK:
A. SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
1.3SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittals,asdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C. Installerqualifications.
D.Testinglaboratoryaccreditations.
E.Manufacturer'sLiteratureandData:
1. Manufacturer'scompleteanddetailedapplicationinstructionsandspecifications.
2. Manufacturer'srepairandpatchinginstructions.
F. Certificates:
1. Certificatefromtestinglaboratoryattestingfireproofingmaterialandapplicationmethod
meetthespecifiedfireratings.
a. Listthicknessanddensityofmaterialrequiredtomeetfireratings.
b. Accompaniedbycompletetestreportandtestrecord.
2. Manufacturer'scertificateindicatingsprayed-onfireproofingmaterialsuppliedunderthe
Contractissamewithinmanufacturingtoleranceasfireproofingmaterialtested.
G. Miscellaneous:
1. Manufacturer'swrittenapprovalofsurfacestoreceivesprayed-onfireproofing.
2. Manufacturer'swrittenapprovalofcompletedinstallation.
3. Manufacturer'swrittenapprovaloftheapplicatorsoffireproofingmaterial.
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1.3PRODUCTDELIVERY,STORAGEANDHANDLING:
A. Delivertojob-siteinsealedcontainersmarkedandlabeledtoshowmanufacturer'snameand
brandandULcertificationmarkingsofcompliancewiththespecifiedrequirements.
B. Removedamagedoropenedcontainersfromthesite.
C. Storethematerialsofftheground,undercover,awayfromdampsurfaces.
D. Keepdryuntilreadyforuse.
E. Removematerialsthathavebeenexposedtowaterbeforeinstallationfromthesite.
1.4FIELDCONDITIONS:
A.Temperature:Donotapplyfireproofingwhensubstrateorambienttemperatureisbelow4
degreesC(40degreesF)unlesstemporaryprotectionandheatareprovidedtomaintain
temperatureatorabovestatedvalueduringapplicationandfor24hoursbeforeandafter
application.
B.Humidity:Maintainrelativehumiditylevelswithinlimitsrecommendedbyfireproofing
manufacturer.
C.Ventilation:Provideventilationtoproperlydrythefireproofingafterapplication.Providea
minimumoffour(4)airexchangesperhourbyforcedaircirculation.Whenpermittedby
ContractingOfficerRepresentative(COR),ventilatebynaturalcirculation.
1.5QUALITYASSURANCE:
A. InstallerQualifications:Afirmorindividualcertified,licensed,orotherwisequalifiedby
fireproofingmanufacturerasexperiencedandwithsufficienttrainedstafftoinstall
manufacturer’sproductsaccordingtospecifiedrequirements.Submitmanufacturer’s
certificationthateachinstalleristrainedandqualifiedtoinstallthespecifiedfireproofing.
Submitevidencethateachinstallerhasaminimumofthree(3)years’experienceanda
minimumoffour(4)installationsusingthespecifiedfireproofing.
B.TestingLaboratoryAccreditationRequirements:Constructionmaterialstestinglaboratoriesmust
beaccreditedbyalaboratoryaccreditationauthority.SubmitacopyoftheCertificateof
AccreditationandScopeofAccreditation.
C.TestforfireenduranceinaccordancewithASTME119,forfireratingspecified,inanationally
recognizedlaboratory.
D. Manufacturer'sinspectionandapprovalofsurfacestoreceivefireproofing.
E. Manufacturer'sapprovaloffireproofingapplications.
F. Manufacturer'sapprovalofcompletedinstallation.
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G. Manufacturer'srepresentativeistoobserveandadviseatthecommencementofapplication,
andisrequiredtovisitthesiteasrequiredthereafterforthepurposeofascertainingproper
application.
1.6APPLICABLEPUBLICATIONS
A. Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publications
arereferencedinthetextbythebasicdesignationonly.
B. ASTMInternational(ASTM):
C841-03(R2013).........................InstallationofInteriorLathingandFurring
C847-14......................................MetalLath
D2240-05(R2010).......................TestMethodforRubberProperty–DurometerHardness
E84-14........................................SurfaceBurningCharacteristicsofBuildingMaterials
E119-12a....................................FireTestsofBuildingConstructionandMaterials
E605-93(R2011).........................ThicknessandDensityofSprayedFire-ResistiveMaterials
AppliedtoStructuralMembers
E736-00(R2011).........................Cohesion/AdhesionofSprayedFire-ResistiveMaterialsApplied
toStructuralMembers
E759-92(R2011).........................TheEffectofDeflectiononSprayedFire-ResistiveMaterial
AppliedtoStructuralMembers
E760-92(R2011).........................ImpactonBondingofSprayedFire-ResistiveMaterialAppliedto
StructuralMembers
E761-92(R2011).........................CompressiveStrengthofFire-ResistiveMaterialAppliedto
StructuralMembers
E859-93(R2011).........................AirErosionofSprayedFire-ResistiveMaterialsAppliedto
StructuralMembers
E937-93(R2011).........................CorrosionofSteelbySprayedFire-ResistiveMaterialAppliedto
StructuralMembers
E1042-02(R2014).......................Acoustically,AbsorptiveMaterialsAppliedbyTrowelorSpray.
G21-13.......................................DeterminingResistanceofSyntheticPolymericMaterialsto
Fungi
C. UnderwritersLaboratories,Inc.(UL):
FireResistanceDirectory...LatestEditionincludingSupplements
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D. WarnockHersey(WH):
CertificationListings..................LatestEdition
E. FactoryMutualSystem(FM):
ApprovalGuide..........................LatestEditionincludingSupplements
F.EnvironmentalProtectionAgency(EPA):
40CFR59(2014).........................NationalVolatileOrganicCompoundEmissionStandardsfor
ConsumerandCommercialProducts
PART2-PRODUCTS
2.1SPRAYED-ONFIREPROOFING:
A. ASTME1042,Class(a),CategoryA.
1. TypeI,factorymixedcementitiousmaterialswithapprovedaggregate.
2. TypeII,factorymixedmineralfiberwithintegralinorganicbindersminimum240kgper
cubicmeter(15lb.percubicfeet)densityperASTME605testunlessspecifiedotherwise.
UseinareasthatarecompletelyencasedtomatchexistingTypeIImaterials.
B. Materialscontainingasbestosarenotpermitted.
C. Fireproofingcharacteristicswhenappliedinthethicknessanddensityrequiredtoachievethe
fire-ratingspecified.
Characteristic Test Results
1. Deflection ASTME759 Nocracking,spalling,ordelaminationwhenbackingtowhichitisappliedhasadeflectionupto1/120in3m(10ft.)
2. Corrosion-Resistance ASTME937 Nopromotionofcorrosionofsteel.
3. BondImpact ASTME760 Nocracking,spalling,ordelamination.
4. Cohesion/Adhesion(BondStrength)
ASTME736 Minimumcohesive/adhesivestrengthof9.57kPa(200lbfpersq.ft.)forprotectedareas.19.15kPa(400lbfpersq.ft.)forexposedareas.
5. AirErosion ASTME859 Maximumgainweightofthecollectingfilter0.27gmpersq.meter(0.025gmpersq.ft.).
6. CompressiveStrength ASTME761 Minimumcompressivestrength48kPa(1000psf).
7. SurfaceBurningCharacteristicswithadhesiveandsealertobeused
ASTME84 Flamespread25orlesssmokedeveloped50orless
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Characteristic Test Results
8. FungiResistance ASTMG21 Resistancetomoldgrowthwheninoculatedwithaspergillusniger(28daysforgeneralapplication)
2.2ADHESIVE:
A. BondingadhesiveforTypeII(fibrous)materialsasrecommendedandsuppliedbythe
fireproofingmaterialmanufacturer.
B. Adhesivemaybeanintegralpartofthematerialorappliedseparatelytosurfacereceiving
fireproofingmaterial.
2.3SEALER:
A. SealerforTypeII(fibrous)materialasrecommendedandsuppliedbythefireproofingmaterial
manufacturer.
B. Surfaceburningcharacteristicsasspecifiedforfireproofingmaterial.
C. Fungusresistant.
D. Sealermaybeanintegralpartofthematerialorappliedseparatelytotheexposedsurface.
Whenappliedseparatelyusecontrastingcolorpigmentedsealer,whitepreferred.
E.VOCcontent:ProducttocomplywithVOCcontentlimitsofauthoritieshavingjurisdictionandthe
followingVOClimitswhencalculatedaccordingto40CFR59,(EPAMethod24):
1.FlatPaintsandCoatings:50g/L.
2.NonflatPaintsandCoatings:150g/L.
3.Primers,Sealers,andUndercoaters:200g/L.
2.4WATER:
A. Clean,fresh,andfreefromorganicandmineralimpurities.
B. pHof6.9to7.1.
2.5MECHANICALBONDMATERIAL:
A. ExpandedMetalLath:ASTMC847,minimumweightof0.92kgpersquaremeter(1.7pounds
persquareyard)orasrequired,accordingtofire-resistancedesignsindicatedandfireproofing
manufacturer’swritteninstructions.
B. Fasteners:ASTMC841.
C.ReinforcingFabric:Glass-orcarbon-fiberfabricoftype,weight,andformrequiredtocomplywith
fire-resistancedesignsindicated;approvedandprovidedbyfireproofingmanufacturer.
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D.ReinforcingMesh:Metallicmeshreinforcementoftype,weight,andformrequiredtocomply
withfire-resistancedesignindicated;approvedandprovidedbyfireproofingmanufacturer.
Includepinsandattachments.
PART3-EXECUTION
3.1EXAMINATION:
A. Verifysurfacestoreceivefireproofingarecleanandfreeofdust,soot,oil,grease,watersoluble
materialsoranyforeignsubstancewhichwouldpreventadhesionofthefireproofingmaterial.
B. Verifyhangers,insertsandclipsareinstalledbeforetheapplicationoffireproofingmaterial.
C. Verifyductwork,piping,andotherobstructingmaterialandequipmentisnotinstalledthatwill
interferewithfireproofinginstallation.
D. Verifyconcreteworkonsteeldeckingandconcreteencasedsteeliscompleted.
E.Whenappliedinconjunctionwithroofstructuresorroofdecks,verifythatroofing,installationof
rooftopHVACequipment,andotherrelatedworkarecomplete.
F. Verifytemperatureandenclosureconditionsrequiredbyfire-proofingmaterialmanufacturer.
G.Conducttestsaccordingtofireproofingmanufacturer’swritteninstructionstoverifythat
substratesarefreeofsubstancescapableofinterferingwithbond.Submittestreport.
3.2APPLICATION:
A. Donotstartapplicationuntilwrittenapprovalhasbeenobtainedfrommanufacturerof
fireproofingmaterialsthatsurfaceshavebeeninspectedbythemanufacturerorhis
representative,andaresuitabletoreceivesprayed-onfireproofing.
B. Coordinateapplicationoffireproofingmaterialwithothertrades.
C.Coverotherworkandexterioropeningssubjecttodamagefromfalloutoroversprayof
fireproofingmaterialsduringapplication.
D. ApplicationofMetalLath:
1. ApplytobeamandcolumnshavingpaintedsurfaceswhichfailASTME736BondTest
requirementsinpre-applicationtestarea.
2. Applytobeamflanges305mm(12-inches)ormoreinwidth.
3. Applytocolumnflanges406mm(16-inches)ormoreinwidth.
4. Applytobeamorcolumnweb406mm(16-inches)ormoreindepth.
5. Tackweldormechanicallyfastenonmaximumof305mm(12-inch)center.
6. LapandtielathmemberinaccordancewithASTMC841.
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E. Mixandapplyinaccordancewithmanufacturer'sinstructions.
1. Mechanicallycontrolmaterialandwaterratios.
2. Applyadhesiveandsealer,whennotanintegralpartofthematerials,inaccordancewith
themanufacturer'sinstructions.
3. ApplytodensityandthicknessindicatedinULFireResistanceDirectory,FMApprovalGuide,
orWHCertificationListingsunlessspecifiedotherwise.TestinaccordancewithASTME119.
4. MinimumASTME605applieddrydensitypercubicmeter(cubicfoot)fortheundersideof
thewalkondeck(interstitial)hungpurlinorbeamandsteeldeck,columnsininterstitial
spacesandmechanicalequipmentroomstobeasfollows:
a. TypeI-350kgpercubicmeter(22lb.percubicft.).
b. TypeII-240kgpercubicmeter(15lb.percubicft.).
F. Completeapplicationistobecompletedinonearea.InspectionandapprovalbyCORisrequired
beforeremovalofapplicationequipmentandproceedingwithfurtherwork.
3.3FIELDTESTS:
A. TheappliedfireproofingtobetestedbyaCORapprovedindependenttestinglaboratoryand
paidforbytheContractor.Submittestreportsdocumentingresultsoftestsontheapplied
materialintheproject.
B. CORwillselectareatobetestedinspecificbaysoneachfloorusingageometricgridpattern.
Applytestsampleevery929squaremeters(10,000squarefeet)offloorareaortwo(2)foreach
floor,whicheverproducesthegreatestnumberoftestareas.
C. TestforthicknessanddensityinaccordancewithASTME605.Areasshowingthicknesslessthan
thatrequiredasaresultoffireendurancetestarenotacceptable.
D. Areasshowinglessthanrequiredfireproofingcharacteristicsarenotsuitableforthefollowing
fieldtests.
1. Testforcohesion/adhesion:ASTME736.
2. Testforbondimpactstrength:ASTME760.
3.4PATCHINGANDREPAIRING:
A. Inspectaftermechanical,electricalandothertradeshavecompletedworkincontactwith
fireproofingmaterial,butbeforesprayedmaterialiscoveredbysubsequentconstruction.
B. Performcorrectivemeasuresinaccordancewithfireproofingmaterialmanufacturer's
recommendations.
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1. Resprayareasrequiringadditionalfireproofingmaterialtoprovidetherequiredthickness,
andreplacedislodgedorremovedmaterial.
2. Spraymaterialforpatchingbymachinedirectlyonpointtobepatched,orintoacontainer
andthenhandapply.
3. Donothandmixmaterial.
C. Repair:
1. Respraytestandrejectedareas.
2. Patchfireproofingmaterialwhichisremovedordisturbedafterapproval.
D. Performfinalinspectionofsprayedareasafterpatchingandrepair.
3.6SCHEDULE:
A. Applyfireproofingmaterialininteriorstructuralsteelmembersandonundersideofinterior
steelfloorandroofdeckstomatchfireratingofexistingsystems.
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SECTION079200JOINTSEALANTS
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectioncoversinteriorsealantandtheirapplication,whereverrequiredforcomplete
installationofbuildingmaterialsorsystems.
1.2RELATEDWORK(INCLUDINGBUTNOTLIMITEDTOTHEFOLLOWING):
A.SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B.Glazing:Section088000,GLAZING.
C.SoundRatedGypsumPartitions/SoundSealants:Section092900,GYPSUMBOARD.//
D.MechanicalWork:
Section210511,COMMONWORKRESULTSFORFIRESUPPRESSION
Section220511,COMMONWORKRESULTSFORPLUMBING
Section230511,COMMONWORKRESULTSFORHVACANDSTEAMGENERATION.
1.3QUALITYASSURANCE:
A. InstallerQualifications:Anexperiencedinstallerwithaminimumofthree(3)years’experience
andwhohasspecializedininstallingjointsealantssimilarinmaterial,design,andextentto
thoseindicatedforthisProjectandwhoseworkhasresultedinjoint-sealantinstallationswitha
recordofsuccessfulin-serviceperformance.Submitqualification.
B. SourceLimitations:Obtaineachtypeofjointsealantthroughone(1)sourcefromasingle
manufacturer.
C. A.Contractoristosubmitwrittencertificationthatjointsareofthepropersizeanddesign,that
thematerialssuppliedarecompatiblewithadjacentmaterialsandbacking,thatthematerials
willproperlyperformtoprovidepermanentwatertight,airtightorvaportightseals(as
applicable),andthatmaterialssuppliedmeetspecifiedperformancerequirements.
1.5SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittals,asdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C.Installerqualifications.
D.Contractorcertification.
E. Manufacturer'sinstallationinstructionsforeachproductused.
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F. Curedsamplesofexposedsealantsforeachcolor.
G. Manufacturer'sLiteratureandData:
1. Primers
2. Sealingcompound,eachtype,includingcompatibilitywhendifferentsealantsareincontact
witheachother.
H.Manufacturerwarranty.
1.6PROJECTCONDITIONS:
A. EnvironmentalLimitations:
1. Donotproceedwithinstallationofjointsealantsunderfollowingconditions:
a. Whenambientandsubstratetemperatureconditionsareoutsidelimitspermittedby
jointsealantmanufacturerorarebelow4.4degreesC(40degreesF).
b. Whenjointsubstratesarewet.
B. Joint-WidthConditions:
1. Donotproceedwithinstallationofjointsealantswherejointwidthsarelessthanthose
allowedbyjointsealantmanufacturerforapplicationsindicated.
C. Joint-SubstrateConditions:
1. Donotproceedwithinstallationofjointsealantsuntilcontaminantscapableofinterfering
withadhesionareremovedfromjointsubstrates.
1.7DELIVERY,HANDLING,ANDSTORAGE:
A. Delivermaterialsinmanufacturers'originalunopenedcontainers,withbrandnames,dateof
manufacture,shelflife,andmaterialdesignationclearlymarkedthereon.
B. Carefullyhandleandstoretopreventinclusionofforeignmaterials.
C. Donotsubjecttosustainedtemperaturesexceeding32degreesC(90degreesF)orlessthan5
degreesC(40degreesF).
1.8DEFINITIONS:
A. DefinitionsoftermsinaccordancewithASTMC717andasspecified.
B. BackingRod:Atypeofsealantbacking.
C. BondBreakers:Atypeofsealantbacking.
D. Filler:Asealantbackingusedbehindaback-uprod.
1.9WARRANTY:
A. ConstructionWarranty:ComplywithFARclause52.246-21"WarrantyofConstruction".
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B.ManufacturerWarranty:Manufacturershallwarrantytheirsealantforaminimumoffive(5)
yearsfromthedateofinstallationandfinalacceptancebytheGovernment.Submit
manufacturerwarranty.
1.10APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedintextbybasicdesignationonly.
B. ASTMInternational(ASTM):
C509-06......................................ElastomericCellularPreformedGasketandSealingMaterial
C612-14......................................MineralFiberBlockandBoardThermalInsulation
C717-14a....................................StandardTerminologyofBuildingSealsandSealants
C734-06(R2012).........................TestMethodforLow-TemperatureFlexibilityofLatexSealants
afterArtificialWeathering
C794-10......................................TestMethodforAdhesion-in-PeelofElastomericJointSealants
C919-12......................................UseofSealantsinAcousticalApplications.
C920-14a....................................ElastomericJointSealants.
C1021-08(R2014).......................LaboratoriesEngagedinTestingofBuildingSealants
C1193-13....................................StandardGuideforUseofJointSealants.
C1248-08(R2012).......................TestMethodforStainingofPorousSubstratebyJointSealants
C1330-02(R2013).......................CylindricalSealantBackingforUsewithColdLiquidApplied
Sealants
C1521-13....................................StandardPracticeforEvaluatingAdhesionofInstalled
WeatherproofingSealantJoints
D217-10.....................................TestMethodsforConePenetrationofLubricatingGrease
D412-06a(R2013).......................TestMethodsforVulcanizedRubberandThermoplastic
Elastomers-Tension
D1056-14...................................SpecificationforFlexibleCellularMaterials—Spongeor
ExpandedRubber
E84-09........................................SurfaceBurningCharacteristicsofBuildingMaterials
C. Sealant,WaterproofingandRestorationInstitute(SWRI).
TheProfessionals’Guide
D.EnvironmentalProtectionAgency(EPA):
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40CFR59(2014).........................NationalVolatileOrganicCompoundEmissionStandardsfor
ConsumerandCommercialProducts
PART2-PRODUCTS
2.1SEALANTS:
A.FloorJointSealant:
1. ASTMC920,TypeSorM,GradeP,Class25,UseT.
2.Providelocation(s)offloorjointsealantasfollows.
a.Seatsofmetalthresholdsexteriordoors.
b.Controlandexpansionjointsinfloors,slabs,ceramictile,andwalkways.
B.InteriorSealants:
1.VOCContentofInteriorSealants:Sealantsandsealantprimersusedinsidethe
weatherproofingsystemaretocomplywiththefollowinglimitsforVOCcontentwhen
calculatedaccordingto40CFR59,(EPAMethod24):
a.ArchitecturalSealants:250g/L.
b.SealantPrimersforNonporousSubstrates:250g/L.
c.SealantPrimersforPorousSubstrates:775g/L.
2. VerticalandHorizontalSurfaces:ASTMC920,TypeSorM,GradeNS,Class25,UseNT.
4.Providelocation(s)ofinteriorsealantasfollows:
a.Typicalnarrowjoint6mm,(1/4inch)orlessatwallsandadjacentcomponents.
b.Perimeterofdoors,windows,accesspanelswhichadjoinconcreteormasonrysurfaces.
c.Interiorsurfacesofexteriorwallpenetrations.
d.Jointsatmasonrywallsandcolumns,piers,concretewallsorexteriorwalls.
e.Perimeterofleadfacedcontrolwindowsandplasterorgypsumwallboardwalls.
f.Exposedisolationjointsattopoffullheightwalls.
g.Jointsbetweenbathtubsandceramictile;jointsbetweenshowerreceptorsandceramic
tile;jointsformedwherenonplanartilesurfacesmeet.
h.Jointsformedbetweentilefloorsandtilebasecove;jointsbetweentileanddissimilar
materials;jointsoccurringwheresubstrateschange.
i.Behindescutcheonplatesatvalvepipepenetrationsandshowerheadsinshowers.
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D.AcousticalSealant:
1. ConformingtoASTMC919;flamespreadof25orless;andasmokedevelopedratingof50
orlesswhentestedinaccordancewithASTME84.Acousticalsealanthaveaconsistencyof
250to310whentestedinaccordancewithASTMD217;remainflexibleandadhesiveafter
500hoursofacceleratedweatheringasspecifiedinASTMC734;andbenon-staining.
2.Providelocation(s)ofacousticalsealantasfollows:
a.Exposedacousticaljointatsoundratedpartitions.
b.Concealedacousticjointsatsoundratedpartitions.
c.Jointswhereitempass-throughsoundratedpartitions.
2.2COLOR:
A. Sealantsusedwithexposedmasonryaretomatchcolorofmortarjoints.
B. Sealantsusedwithunpaintedconcretearetomatchcolorofadjacentconcrete.
C. Colorofsealantsforotherlocationstobelightgrayoraluminum,unlessotherwiseindicatedin
constructiondocuments.
2.3JOINTSEALANTBACKING:
A. General:Providesealantbackingsofmaterialandtypethatarenonstaining;arecompatiblewith
jointsubstrates,sealants,primers,andotherjointfillers;andareapprovedforapplications
indicatedbysealantmanufacturerbasedonfieldexperienceandlaboratorytesting.
B. CylindricalSealantBackings:ASTMC1330,oftypeindicatedbelowandofsizeanddensityto
controlsealantdepthandotherwisecontributetoproducingoptimumsealantperformance:
1. TypeC:Closed-cellmaterialwithasurfaceskin.
C. ElastomericTubingSealantBackings:Neoprene,butyl,EPDM,orsiliconetubingcomplyingwith
ASTMD1056orsyntheticrubber(ASTMC509),nonabsorbenttowaterandgas,andcapableof
remainingresilientattemperaturesdowntominus32degreesC(minus26degreesF).Provide
productswithlowcompressionsetandofsizeandshapetoprovideasecondaryseal,tocontrol
sealantdepth,andotherwisecontributetooptimumsealantperformance.
D. Bond-BreakerTape:Polyethylenetapeorotherplastictaperecommendedbysealant
manufacturerforpreventingsealantfromadheringtorigid,inflexiblejoint-fillermaterialsor
jointsurfacesatbackofjointwheresuchadhesionwouldresultinsealantfailure.Provideself-
adhesivetapewhereapplicable.
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2.4FILLER:
A. Mineralfiberboard:ASTMC612,Class1.
B. Thicknesssameasjointwidth.
C. Depthtofillvoidcompletelybehindback-uprod.
2.6PRIMER:
A. Asrecommendedbymanufacturerofcaulkingorsealantmaterial.
B. Stainfreetype.
2.7CLEANERS-NONPOROUSSURFACES:
A. Chemicalcleanerscompatiblewithsealantandacceptabletomanufacturerofsealantsand
sealantbackingmaterial.Cleanerstobefreeofoilyresiduesandothersubstancescapableof
stainingorharmingjointsubstratesandadjacentnon-poroussurfacesandformulatedto
promoteadhesionofsealantandsubstrates.
PART3-EXECUTION
3.1INSPECTION:
A. Inspectsubstratesurfaceforbondbreakercontaminationandunsoundmaterialsatadherent
facesofsealant.
B. Coordinateforrepairandresolutionofunsoundsubstratematerials.
C. Inspectforuniformjointwidthsandthatdimensionsarewithintoleranceestablishedbysealant
manufacturer.
3.2PREPARATIONS:
A. Preparejointsinaccordancewithmanufacturer'sinstructionsandSWRI(TheProfessionals’
Guide).
B. Cleansurfacesofjointtoreceivecaulkingorsealantsleavingjointdrytothetouch,freefrom
frost,moisture,grease,oil,wax,lacquerpaint,orotherforeignmatterthatwouldtendto
destroyorimpairadhesion.
1. Cleanporousjointsubstratesurfacesbybrushing,grinding,blastcleaning,mechanical
abrading,oracombinationofthesemethodstoproduceaclean,soundsubstratecapableof
developingoptimumbondwithjointsealants.
2. Removelooseparticlesremainingfromabovecleaningoperationsbyvacuumingorblowing
outjointswithoil-freecompressedair.Porousjointsurfacesincludebutarenotlimitedto
thefollowing:
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a. Concrete.
b. Masonry.
c. Unglazedsurfacesofceramictile.
3. Removelaitanceandform-releaseagentsfromconcrete.
4. Cleannonporoussurfaceswithchemicalcleanersorothermeansthatdonotstain,harm
substrates,orleaveresiduescapableofinterferingwithadhesionofjointsealants.
Nonporoussurfacesincludebutarenotlimitedtothefollowing:
a. Metal.
b. Glass.
c. Porcelainenamel.
d. Glazedsurfacesofceramictile.
C. Donotcutordamagejointedges.
D. Applynon-stainingmaskingtapetofaceofsurfacesadjacenttojointsbeforeapplyingprimers,
caulking,orsealingcompounds.
1. Donotleavegapsbetweenendsofsealantbackings.
2. Donotstretch,twist,puncture,ortearsealantbackings.
3. Removeabsorbentsealantbackingsthathavebecomewetbeforesealantapplicationand
replacethemwithdrymaterials.
E. Applyprimertosidesofjointswhereverrequiredbycompoundmanufacturer'sprinted
instructionsorasindicatedbypre-constructionjointsealantsubstratetest.
1. Applyprimerpriortoinstallationofback-uprodorbondbreakertape.
2. Usebrushorotherapprovedmeansthatwillreachallpartsofjoints.Avoidapplicationtoor
spillageontoadjacentsubstratesurfaces.
3.3BACKINGINSTALLATION:
A. Installbackingmaterial,toformjointsenclosedonthreesidesasrequiredforspecifieddepthof
sealant.
B. Wheredeepjointsoccur,installfillertofillspacebehindthebackingrodandpositiontherodat
properdepth.
C. Cutfillersinstalledbyotherstoproperdepthforinstallationofbackingrodandsealants.
D. Installbackingrod,withoutpuncturingthematerial,toauniformdepth,withinplusorminus3
mm(1/8inch)forsealantdepthsspecified.
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E. Wherespaceforbackingroddoesnotexist,installbondbreakertapestripatbottom(orback)
ofjointsosealantbondsonlytotwoopposingsurfaces.
3.4SEALANTDEPTHSANDGEOMETRY:
A. Atwidthsupto6mm(1/4inch),sealantdepthequaltowidth.
B. Atwidthsover6mm(1/4inch),sealantdepth1/2ofwidthupto13mm(1/2inch)maximum
depthatcenterofjointwithsealantthicknessatcenterofjointapproximately1/2ofdepthat
adhesionsurface.
3.5INSTALLATION:
A. General:
1. Applysealantsandcaulkingonlywhenambienttemperatureisbetween
5degreesCand38degreesC(40degreesand100degreesF).
2. Donotinstallpolysulfidebasesealantswheresealantmaybeexposedtofumesfrom
bituminousmaterials,orwherewatervaporincontinuouscontactwithcementitious
materialsmaybepresent.
3. Donotinstallsealanttypelistedbymanufactureasnotsuitableforuseinlocations
specified.
4. Applycaulkingandsealingcompoundinaccordancewithmanufacturer'sprinted
instructions.
5. Avoiddroppingorsmearingcompoundonadjacentsurfaces.
6. Filljointssolidlywithcompoundandfinishcompoundsmooth.
7. Toolexposedjointstoformsmoothanduniformbeds,withslightlyconcavesurface
conformingtojointconfigurationperFigure5AinASTMC1193unlessshownorspecified
otherwiseinconstructiondocuments.Removemaskingtapeimmediatelyaftertoolingof
sealantandbeforesealantfacestartsto“skin”over.Removeanyexcesssealantfrom
adjacentsurfacesofjoint,leavingtheworkinginacleanfinishedcondition.
8. Finishpavingorfloorjointsflushunlessjointisotherwisedetailed.
9. Applycompoundswithnozzlesizetofitjointwidth.
10. Testsealantsforcompatibilitywitheachotherandsubstrate.Useonlycompatiblesealant.
Submittestreports.
11.Replacesealantwhichisdamagedduringconstructionprocess.
B.Forapplicationofsealants,followrequirementsofASTMC1193unlessspecifiedotherwise.Take
allnecessarystepstopreventthree-sidedadhesionofsealants.
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C. InteriorSealants:Wheregypsumboardpartitionsareofsoundrated,firerated,orsmoke
barrierconstruction,followrequirementsofASTMC919onlytosealallcut-outsand
intersectionswiththeadjoiningconstructionunlessspecifiedotherwise.
1. Applya6mm(1/4inch)minimumbeadofsealanteachsideofrunners(tracks),including
thoseusedatpartitionintersectionswithdissimilarwallconstruction.
2. Coordinatewithapplicationofgypsumboardtoinstallsealantimmediatelypriorto
applicationofgypsumboard.
3. Partitionintersections:Sealedgesoffacelayerofgypsumboardabuttingintersecting
partitions,beforetapingandfinishingorapplicationofveneerplaster-jointreinforcing.
4. Openings:Applya6mm(1/4inch)beadofsealantaroundallcutoutstosealopeningsof
electricalboxes,ducts,pipesandsimilarpenetrations.Tosealelectricalboxes,sealsides
andbacks.
5. ControlJoints:Beforecontroljointsareinstalled,applysealantinbackofcontroljointto
reduceflankingpathforsoundthroughcontroljoint.
3.6CLEANING:
A. Freshcompoundaccidentallysmearedonadjoiningsurfaces:Scrapeoffimmediatelyandrub
cleanwithasolventasrecommendedbymanufactureroftheadjacentmaterialorifnot
otherwiseindicatedbythecaulkingorsealantmanufacturer.
B. Leaveadjacentsurfacesinacleanandunstainedcondition.
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SECTION079513EXPANSIONJOINTCOVERASSEMBLIES
PART1-GENERAL
1.1DESCRIPTION
A. Sectionspecifiesfloor,andceilingbuildingexpansionjointassembliestoreplaceexistingunits
alteredorotherwiseremovedaspartoftheWorkofthisContract.
B. Typesofassemblies:
MetalPlateCover
1.2RELATEDWORK
A. SheetMetalExpansionJointSeals:Section076000,FLASHINGANDSHEETMETAL.
1.3QUALITYASSURANCE
A. ProjectConditions:
1. Checkactuallocationsofwallsandotherconstruction,towhichworkmustfit,byaccurate
fieldmeasurementsbeforefabrication.
2. Showrecordedmeasurementsonfinalshopdrawings.
B. FiretestsperformedbyFactoryMutual,UnderwritersLaboratories,Inc.,WarnockHerseyor
otherapprovedindependenttestinglaboratory.
1.4DELIVERYSTORAGEANDHANDLING
A. Takecareinhandlingofmaterialssoasnottoinjurefinishedsurfaceandcomponents.
B. Storematerialsundercoverinadryandcleanlocationofftheground.
C. Removematerialswhicharedamagedorotherwisenotsuitableforinstallationfromjobsite
andreplacewithacceptablematerials.
1.5SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:
1. Submitcopiesofmanufacturer'scurrentliteratureanddataforeachitemspecified.
2. Clearlyindicatemovementcapabilityofcoverassemblies.
C. Certificates:Materialtestreportsfromapprovedindependenttestinglaboratoryindicatingand
interpretingtestresultsrelativetocomplianceoffire-ratedexpansionjointassemblieswith
requirementsspecified.
D. ShopDrawings:
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1. Showingfullextentofexpansionjointcoverassemblies;includelarge-scaledetailsindicating
profilesofeachtypeofexpansionjointcoverassembly,splicejointsbetweensections,
joinerswithothertypeassemblies,specialendconditions,anchorages,fasteners,and
relationshiptoadjoiningworkandfinishes.
2. Includedescriptionofmaterialsandfinishesandinstallationinstructions.
E. Samples:
1. Samplesofeachtypeandcolorofmetalfinishonmetalofsamethicknessandalloyusedin
work.
1.6APPLICABLEPUBLICATIONS
A. Publicationslistedformpartofthisspecificationtoextentreferenced.Publicationsarereferred
tointextbybasicdesignationonly.
B. AmericanSocietyforTestingandMaterials(ASTM):
A36/A36M-08............................StructuralSteel
A240/A240M-14........................StandardSpecificationforChromiumandChromium-Nickel
StainlessSteelPlate,SheetandStripforPressureVesselsand
forGeneralApplications.
A283/A283M-07........................LowandIntermediateTensileStrengthCarbonSteelPlates
A786/A786M-05(R2009)............RolledSteelFloorPlates
B36/B36M-08............................Brass,Plate,Sheet,Strip,andRolledBar
B121-01(R2006).........................LeadedBrassPlate,Sheet,StripandRolledBar
B209M-07..................................AluminumandAluminum-AlloySheetandPlate(Metric)
B221M-08..................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes(Metric)
B455-10......................................Copper-ZincLeadAlloy(LeadedBrass)ExtrudedShapes
C864-05......................................DenseElastomericCompressionSealGaskets,SettingBlocks,
andSpacers
C920-11......................................ElastomericJointSealants
E119-10......................................FireTestsofBuildingConstructionandMaterials
E814-11......................................FireTestsofThrough-PenetrationFireStops
C. FederalSpecifications(Fed.Spec):
TT-P-645B..................................Primer,Paint,Zinc-Molybdate,AlkydType
D. TheNationalAssociationofArchitecturalMetalManufacturers(NAAMM):
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AMP500Series..........................MetalFinishesManual.
E. NationalFireProtectionAssociation(NFPA):
251-06........................................TestsofFireEnduranceofBuildingConstructionandMaterials
F. UnderwritersLaboratoriesInc.(UL):
263-11........................................FireTestsofBuildingConstructionandMaterials
PART2-PRODUCTS
2.1MATERIALS
A. StainlessSteel:ASTMA240,Type302or304.
B. StructuralSteelShapes:ASTMA36.
C. SteelPlate:ASTMA283,GradeC.
D. RolledSteelFloorPlate:ASTMA786.
E. Aluminum:
1. Extruded:ASTMB221,alloy6063-T5.
2. PlateandSheet:ASTMB209,alloy6061-T6.
F. FireBarrier:
1. Designedforindicatedorrequireddynamicstructuralmovementwithoutmaterial
degradationorfatigue.
2. Testedinmaximumjointwidthconditionasacomponentofanexpansionjointcover
assemblyinaccordancewithUL263NFPA251,orASTME119andE814,includinghose
steamtestatfull-ratedperiod.
G. Accessories:
1. Manufacturer'sstandardanchors,fasteners,setscrews,spaces,flexiblesecondarywater
stopsorsealsandfillermaterials,draintubes,adhesiveandotheraccessoriesasindicated
orrequiredforcompleteinstallations.
2. Compatiblewithmaterialsincontact.
2.2FABRICATION
A. General:
1. Useceilingandwallexpansionjointcoverassembliesofsamedesignasfloortowalland
floortofloorexpansionjointcoverassemblies.Unlessshownotherwise.
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2. Provideexpansionjointcoverassembliesofdesign,basicprofile,materialsandoperation
indicatedrequiredtoaccommodatejointsizevariationsinadjacentsurfaces,andas
requiredforanticipatedstructuralmovement.
3. Delivertojobsitereadyforuseandfabricatedinaslargesectionsandassembliesas
practical.Assembliesidenticaltosubmittedandreviewedshopdrawings,samplesand
certificates.
4. Furnishunitsinlongestpracticablelengthstominimizenumberofendjoints.Provide
miteredcornerswherejointchangesdirectionsorabutsothermaterials.
5. Includeclosurematerialsandtransitionpieces,tee-joints,corners,curbs,cross-connections
andotherassemblies.
6. FirePerformanceCharacteristics:
a. Provideexpansionjointcoverassembliesidenticaltothoseofassemblieswhosefire
resistancehasbeendeterminedperASTME119andE814,NFPA251,orUL263
includinghosestreamtestatfull-ratedperiod.
b. Firerating:Notlessthanratingofadjacentfloororwallconstruction.
7. FireBarrierSystems:
a. Materialtocarrylabelofapprovedindependenttestinglaboratory,andbesubjectto
follow-upsystemforqualityassurance.
b. Includethermalinsulationwherenecessary,inaccordancewithabovetests,with
factorycutmitersandtransitions.
c. Forjointwidthsuptoandincluding150mm(sixinches),supplybarrierinlengthsupto
15000mm(50feet)toeliminatefieldsplicing.
d. Forjointwidthsofseveninchesandwider,supplybarrier3000mm(10-foot)modules
withoverlappingendsforfieldsplicing.
e. Forjointswithinenclosedspacessuchaschasewalls,include1mm(0.032-inch)thick
galvanizedsteelcoverwhereconventionalexpansionjointcoverisnotused.
8. SealStrip:Factory-formedandbondedtometalframesandanchormembers.
9. CompressionSeals:Prefabricatefromthermoplasticrubberordenseneoprenetosizesand
approximateprofilesshown.
B. Floor-to-FloorMetalPlateJoints:
1. Framesoneachsideofjointdesignedtosupportcoverplateofdesignshown.
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a. Continuousframedesignedtofinishflushwithadjacentfloorofprofileindicatedwith
seatingsurfaceandraisedfloorrimtoaccommodateflooring.
b. Provideconcealedboltandsteelanchorsforembedmentinconcrete.
c. Designedforfillermaterialsbetweenraisedrimofframeandedgeofcoverplatewhere
shown.
d. Frameandcoverplatesofsomemetalwhereexposed.
1) Designcoverplatestosupport180Kg(400lbs)per0.3squaremeters(1-square
foot).
2) Coverplatesfreeofrattleduetotraffic.
3) Nogapsorbudgesoccuronfillermaterialduringdesignmovementofjoint.
4) Providemanufacturer'scontinuousstandardflexiblevinylwaterstopunderfloor
jointcoverassemblies.
C. CeilingandSoffitAssemblies:
1. Variablemovementvinylinsertinmetalframeonbothsidesofjoint.
2. Designedforflushmountingwithnoexposedfasteners.
3. Vinylinsertlockedintometalframe.
4. Vinylandmetalfinishasspecifiedinsection090600,SCHEDULEFORFINISHES.
5. Vinylinsertsemirigideitherflushfaceoraccordionshapeasshowedtospanjointwidth
withoutsagging.
2.3METALFINISHES
A. General:
1. Applyfinishesinfactoryafterproductsarefabricated.
2. Protectfinishesonexposedsurfaceswithprotectivecoveringbeforeshipment.
B. AluminumFinishes:
1. FinishlettersandnumbersforanodizedaluminumareinaccordancewiththeNAAMMAMP
501,AluminumAssociation'sDesignationSystem).
a. Clearanodizedfinish:AA-C22A41Chemicallyetchedmediummatte,clearanodic
coating,ClassIArchitectural,0.7-milthick.
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PART3EXECUTION
3.1EXAMINATION
A. Manufacturer’srepresentativeshallmakeathoroughexaminationofsurfacesreceivingworkof
thissection.
B. Beforestartinginstallation,notifyprimecontractorofdefectswhichwouldaffectsatisfactory
completionofwork.
3.2PREPARATION
A. Verifymeasurementsanddimensionsatjobsiteandcooperateincoordinationandscheduling
ofworkwithworkofrelatedtrades.
B. Giveparticularattentiontoinstallationofitemsembeddedinconcreteandmasonrysoasnotto
delayjobprogress.
C. Providetemplatestorelatedtradeforlocationofsupportandanchorageitems.
3.3INSTALLATION
A. Installinaccordancewithmanufacturersinstallationinstructionsunlessspecifiedotherwise.
B. Provideanchoragedevicesandfastenersforsecuringexpansionjointassembliestoin-place
constructionincludingthreadedfastenerswithdrilled-infastenersformasonryandconcrete
whereanchoringmembersarenotembeddedinconcrete.Providemetalfastenersoftypeand
sizetosuittypeofconstructionindicatedandprovideforsecureattachmentofexpansionjoint
coverassemblies.
C. Performcutting,drillingandfittingrequiredforinstallationofexpansionjointcoverassemblies.
D. Installjointcoverassembliesintruealignmentandproperrelationshiptoexpansionjoint
openingandadjoiningfinishedsurfacesmeasuredfromestablishedlinesandlevels.
E. Allowforthermalexpansionandcontractionofmetaltoavoidbuckling.
F. Setfloorcoversatelevationsflushwithadjacentfinishedfloormaterialsunlessshown
otherwise.
G. Materialandmethodofgroutingfloorframessetinpreparedrecessesinaccordancewith
manufacturer’sinstructions.
H. Locateceilingandsoffitcoversincontinuouscontactwithadjacentsurfaces.Securelyattachin
placewithrequiredaccessories.
I. Locateanchorsatintervalrecommendedbymanufacturer,butnotlessthan75mm(3-inches)
fromeachends,and,notmorethan600mm(24-inches)oncenters.
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J. Maintaincontinuityofexpansionjointcoverassemblieswithendjointsheldtoaminimumand
metalmembersalignedmechanicallyusingsplicejoints.
K. Cutandfitendstoproducejointsthatwillaccommodatethermalexpansionandcontractionof
metaltoavoidbucklingofframesorplates.
L. FlushMetalCoverPlates:
1. Secureflexiblefillerbetweenframessothatitwillcompressandexpand.
2. Adhereflexiblefillermaterialstoframeswithadhesiveorpressure-sensitivetapeas
recommendedbymanufacturer.
N. FireBarriers:
1. Installincompliancewithtestedassembly.
2. Installinfloorsandinfireratedwalls.
3. Usefirebarriersealantorcaulksuppliedwithsystem.
3.4PROTECTION
A. Takeproperprecautionstoprotecttheexpansionjointcoversfromdamageaftertheyarein
place.
B. Coverfloorjointswithplywoodwherewheeltrafficoccurs.
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SECTION081113HOLLOWMETALDOORSANDFRAMES
PART1-GENERAL
1.1DESCRIPTION
A. Thissectionspecifiessteelframesandrelatedcomponents.
B. TermsrelatingtosteelframesasdefinedinANSIA123.1andasspecified.
1.2RELATEDWORK
A. DoorHardware:Section087100,DOORHARDWARE.
B. Glazing:Section088000,GLAZING.
1.3TESTING
Anindependenttestinglaboratoryshallperformtesting.
1.4SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. ManufacturersLiteratureandData:
1. Firerateddoorsandframes,showingconformancewithNFPA80andUnderwriters
Laboratory,Inc.,orIntertekTestingServicesorFactoryMutualfireratingrequirements//
andtemperatureriseratingforstairwelldoors.Submitproofoftemperaturerating//.
2. Soundrateddoors,includingtestreportfromTestingLaboratory.
1.5SHIPMENT
A. Priortoshipmentlabeleachdoorandframetoshowlocation,size,doorswingandother
pertinentinformation.
B. Fastentemporarysteelspreadersacrossthebottomofeachdoorframe.
1.6STORAGEANDHANDLING
A. Storedoorsandframesatthesiteundercover.
B. Protectfromrustanddamageduringstorageanderectionuntilcompletion.
1.7APPLICABLEPUBLICATIONS
A. Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publications
arereferencedinthetextbythebasicdesignationonly.
B. FederalSpecifications(Fed.Spec.):
L-S-125B.....................................Screening,Insect,Nonmetallic
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C. DoorandHardwareInstitute(DHI):
A115Series................................SteelDoorandFramePreparationforHardware,SeriesA115.1
throughA115.17(DatesVary)
D. SteelDoorInstitute(SDI):
113-01(R2006)..........................ThermalTransmittanceofSteelDoorandFrameAssemblies
128-09........................................AcousticalPerformanceforSteelDoorandFrameAssemblies
E. AmericanNationalStandardInstitute:
A250.8-2003(R2008).................SpecificationsforStandardSteelDoorsandFrames
F. AmericanSocietyforTestingandMaterials(ASTM):
A167-99(R2009).........................StainlessandHeat-ResistingChromium-NickelSteelPlate,
Sheet,andStrip
A568/568-M-11.........................Steel,Sheet,Carbon,andHigh-Strength,Low-alloy,Hot-Rolled
andCold-Rolled
A1008-10...................................Steel,sheet,Cold-Rolled,Carbon,Structural,HighStrengthLow
AlloyandHighStrengthLowAlloywithImprovedFormability
B209/209M-10...........................AluminumandAluminum-AlloySheetandPlate
B221/221M-12...........................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
ProfilesandTubes
D1621-10...................................CompressivePropertiesofRigidCellularPlastics
D3656-07...................................InsectScreeningandLouverClothWovenfromVinylCoated
GlassYarns
E90-09........................................LaboratoryMeasurementofAirborneSoundTransmissionLoss
ofBuildingPartitions
G. TheNationalAssociationArchitecturalMetalManufactures(NAAMM):
MetalFinishesManual(AMP500-06)
H. NationalFireProtectionAssociation(NFPA):
80-13..........................................FireDoorsandFireWindows
I. UnderwritersLaboratories,Inc.(UL):
FireResistanceDirectory
J. IntertekTestingServices(ITS):
CertificationsListings…LatestEdition
K. FactoryMutualSystem(FM):ApprovalGuide
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PART2-PRODUCTS
2.1MATERIALS
A. SheetSteel:ASTMA1008,cold-rolledforpanels(facesheets)ofdoors.
B. Anchors,FasteningsandAccessories:Fasteningsanchors,clipsconnectingmembersandsleeves
fromzinccoatedsteel.
C. PrimePaint:PaintthatmeetsorexceedstherequirementsofA250.8.
2.2METALFRAMES
A. General:
1. ANSIA250.8,1.3mm(0.053inch)thicksheetsteel,typesandstylesasshownorscheduled.
2. Framesforexteriordoors:Fabricatefrom1.7mm(0.067inch)thickgalvanizedsteel
conformingtoASTMA525.
3. Framesforlabeledfirerateddoors.
a. ComplywithNFPA80.TestbyUnderwritersLaboratories,Inc.,InchcapeTesting
Services,orFactoryMutual.
b. Fireratedlabelsofapprovinglaboratorypermanentlyattachedtoframesasevidenceof
conformancewiththeserequirements.Providelabelsofmetalorengravedstamp,with
raisedorincisedmarkings.
4. Framesfordoorsspecifiedtohaveautomaticdooroperators;Securitydoors(Type36);
servicewindow:minimum1.7mm(0.067inch)thick.
5. Knocked-downframesarenotacceptable.
B. ReinforcementandCovers:
1. ANSIA250.8for,minimumthicknessofsteelreinforcementweldedtobackofframes.
2. Providemortarguardssecurelyfastenedtobackofhardwarereinforcementsexcepton
lead-linedframes.
C. TerminatedStops:ANSIA250.8.
D. GlazedOpenings:
a. Integralstoponexterior,corridor,orsecuresideofdoor.
b. Designrabbetwidthanddepthtoreceiveglazingmaterialorpanelshownorspecified.
F. FrameAnchors:
1. Flooranchors:
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a. Wherefloorfillsoccur,provideextensiontypeflooranchorstocompensatefordepthof
fill.
b. Atbottomofjambuse1.3mm(0.053inch)thicksteelclipanglesweldedtojamband
drilledtoreceivetwo6mm(1/4inch)floorbolts.Use50mmx50mm(2inchby2inch)
9mmby(3/8inch)clipangleforleadlinedframes,drilledfor9mm(3/8inch)floor
bolts.
c. Wheremullionsoccur,provide2.3mm(0.093inch)thicksteelchannelanchors,drilled
fortwo6mm(1/4inch)floorboltsandframeanchorscrews.
d. Wheresillsectionsoccur,providecontinuous1mm(0.042inch)thicksteelroughbucks
drilledfor6mm(1/4inch)floorboltsandframeanchorscrews.Spacefloorboltsat50
mm(24inches)oncenter.
2. Jambanchors:
a. Locateanchorsonjambsneartopandbottomofeachframe,andatintermediatepoints
notover600mm(24inches)apart,exceptforfireratedframesspaceanchorsas
requiredbylabelingauthority.
b. Formjambanchorsofnotlessthan1mm(0.042inch)thicksteelunlessotherwise
specified.
c. Anchorssetinmasonry:Useadjustableanchorsdesignedforfrictionfitagainstthe
frameandforextensionintothemasonrynotlessthan250mm(10inches).Useoneof
followingtype:
1) Wirelooptypeof5mm(3/16inch)diameterwire.
2) T-shapeorstrapandstirruptypeofcorrugatedorperforatedsheetsteel.
d. Anchorsforstudpartitions:Eitherweldtoframeoruselock-insnap-intype.Provide
tabsforsecuringanchortothesidesofthestuds.
e. Anchorsforframessetinpreparedopenings:
1) Steelpipespacerswith6mm(1/4inch)insidediameterweldedtoplatereinforcing
atjambstopsorhatshapedformedstrapspacers,50mm(2inches)wide,weldedto
jambnearstop.
2) Drilljambstopandstrapspacersfor6mm(1/4inch)flatheadboltstopassthru
frameandspacers.
3) Twopieceframes:Subframeorroughbuckdrilledfor6mm(1/4inch)bolts.
f. Anchorsforobservationwindowsandothercontinuousframessetinstudpartitions.
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1) Inadditiontojambanchors,weldclipanchorstosillsandheadsofcontinuous
framesover1200mm(4feet)long.
2) Anchorsspaced600mm(24inches)oncentersmaximum.
g. Modifyframeanchorstofitspecialframeandwallconstructionandprovidespecial
anchorswhereshownorrequired.
2.3SHOPPAINTING
ANSIA250.8.
PART3-EXECUTION
3.1INSTALLATION
A. Plumb,alignandbraceframessecurelyuntilpermanentanchorsareset.
1. Usetriangularbracingneareachcorneronbothsidesofframeswithtemporarywood
spreadersatmidpoint.
2. Usewoodspreadersatbottomofframeiftheshippingspreaderisremoved.
3. Protectframefromaccidentalabuse.
4. Whereconstructionwillpermitconcealment,leavetheshippingspreadersinplaceafter
installation,otherwiseremovethespreadersaftertheframesaresetandanchored.
5. Removewoodspreadersandbracesonlyafterthewallsarebuiltandjambanchorsare
secured.
B. FloorAnchors:
1. Anchorthebottomofdoorframestofloorwithtwo6mm(1/4inch)diameterexpansion
bolts.Use9mm(3/8inch)boltsonleadlinedframes.
2. Poweractuateddrivepinsmaybeusedtosecureframeanchorstoconcretefloors.
C. JambAnchors:
1. Anchorsinmasonrywalls:Embedanchorsinmortar.Fillspacebetweenframeandmasonry
wallwithgroutormortaraswallsarebuilt.
2. Coatframebackwithabituminouscoatingpriortoliningofgroutfillinginmasonrywalls.
3. Secureanchorstosidesofstudswithtwofastenersthroughanchortabs.Usesteeldrill
screwstosteelstuds.
4. Framessetinpreparedopeningsofmasonryorconcrete:Expansionbolttowallwith6mm
(1/4inch)expansionboltsthroughspacers.Wheresubframesorroughbucksareused,6
mm(1/4inch)expansionboltson600mm(24inch)centersorpoweractivateddrivepins
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600mm(24inches)oncenters.Securetwopieceframestosubframeorroughbuckwith
machinescrewsonbothfaces.
D. Installanchorsforlabeledfirerateddoorstoprovideratingasrequired.
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SECTION081400INTERIORWOODDOORS
PART1-GENERAL
1.1DESCRIPTION
A. Thissectionspecifiesinteriorflushdoorswithprefinish,prefitoption.
B. Sectionincludesfirerateddoors.
1.2RELATEDWORK
A. Metaldoorframes:Section081113,HOLLOWMETALDOORSANDFRAMES.
B. Doorhardwareincludinghardwarelocation(height):Section087100,DOORHARDWARE.
C. Installationofdoorsandhardware:Section081113,HOLLOWMETALDOORSANDFRAMES,
Section081400,WOODDOORS,orSection087100,DOORHARDWARE.
D. Glazing:Section088000,GLAZING.
E. Cardreadersandbiometricdevices:Section281300,ACCESSCONTROL
L. Intrusionalarm:Section281611,INTRUSIONDETECTIONSYSTEM
M. Securitymonitors:Section285100,SECURITYCONTROLCENTER
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Samples:
1. Cornersectionofflushveneereddoor300mm(12inches)square,showingdetailsof
construction,labeledtoshowgradeandtypenumberandconformancetospecified
standard.
2. Veneersample200mm(8inch)by275mm(11inch)by6mm(1/4inch)showingspecified
woodspeciessandedtoreceiveatransparentfinish.Factoryfinishveneersamplewherethe
prefinishedoptionisaccepted.
C. ShopDrawings:
1. Showeverydoorinprojectandschedulelocationinbuilding.
2. Indicatetype,grade,finishandsize;includedetailofglazing,louvers,soundgasketing,and
pertinentdetails.
3. Provideinformationconcerningspecificrequirementsnotincludedinthemanufacturer's
literatureanddatasubmittal.
D.
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Manufacturer'sLiteratureandData:
1. Soundrateddoors,includingtestreportindicatingSTCratingperASTME90fromtest
laboratory.
2. LabeledfirerateddoorsshowingconformancewithNFPA80.
E. LaboratoryTestReports:
1. ScrewholdingcapacitytestreportinaccordancewithWDMAT.M.10.
2. SplitresistancetestreportinaccordancewithWDMAT.M.5.
3. Cycle/SlamtestreportinaccordancewithWDMAT.M.7.
4. Hinge-LoadingtestreportinaccordancewithWDMAT.M.8.
1.4WARRANTY
A. DoorsaresubjecttotermsofArticletitled“WarrantyofConstruction”,FARclause52.246-21,
exceptthatwarrantyshallbeasfollows:
1. Forinteriordoors,manufacturer’swarrantyforlifetimeoforiginalinstallation.
2. SpecifiedSTCRATINGforsoundretardantrateddoorassemblyinplace.//
1.5DELIVERYANDSTORAGE
A. Factorysealdoorsandaccessoriesinminimumof6millpolyethylenebagsorcardboard
packageswhichshallremainunbrokenduringdeliveryandstorage.
B. StoreinaccordancewithWDMAI.S.1-A,JobSiteInformation.
C. Labelpackagefordooropeningwhereused.
1.6APPLICABLEPUBLICATIONS
Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedintextbybasicdesignationonly.
B. WindowandDoorManufacturersAssociation(WDMA):
I.S.1A-13.....................................ArchitecturalWoodFlushDoors
I.S.4-13.......................................Water-RepellentPreservativeNon-PressureTreatmentfor
Millwork
I.S.6A-13.....................................ArchitecturalWoodStileandRailDoors
T.M.6-14....................................Adhesive(GlueBond)DurabilityTestMethod
T.M.7-14....................................Cycle-SlamTestMethod
T.M.8-14....................................HingeLoadingTestMethod
T.M.10-14..................................ScrewholdingTestMethod
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C. NationalFireProtectionAssociation(NFPA):
80-13..........................................FireDoorsandOtherOpeningProtectives
252-12........................................FireTestsofDoorAssemblies
D. ASTMInternational(ASTM):
E90-09........................................LaboratoryMeasurementsofAirborneSoundTransmissionLoss
PART2-PRODUCTS
2.1FLUSHDOORS
A. General:
1. MeetrequirementsofWDMAI.S.1-A,ExtraHeavyDuty.
2. Adhesive:TypeII
3. Thickness:45mm(1-3/4inches)unlessotherwiseshownorspecified.
B. FaceVeneer:
1. InaccordancewithWDMAI.S.1-A.
2. Onespeciesthroughouttheprojectunlessscheduledorotherwiseshown.
3. Fortransparentfinishes:PremiumGrade.whitemaple,whiteBirch,orwhiteoak.
a. Agradefaceveneerstandardoptional.
b. AAgradefaceveneer
c. Matchfaceveneersfordoorsforuniformeffectofcolorandgrainatjoints.
d. Dooredgesshallbesamespeciesasdoorfaceveneerexceptmaplemaybeusedfor
stilefaceveneeronbirchdoors.
e. Inexistingbuildings,wheredoorsareindicatedtohavetransparentfinish,usewood
speciesandgradeoffaceveneerstomatchadjacentexistingdoorstypically.
4. Forpaintedfinishes:CustomGrade,milloptionclosegrainedhardwood,premiumor
mediumdensityoverlay.DonotuseLauan.
5. Factorysanddoorsforfinishing.
C. Woodforstops,louvers,muntinsandmoldingsofflushdoorsrequiredtohavetransparent
finish:
1. SolidWoodofsamespeciesasfaceveneer,exceptmaplemaybeusedonbirchdoors.
2. Glazing:
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a. Onnon-labeleddoorsuseappliedwoodstopsnailedtightonroomsideandattachedon
oppositesidewithflathead,countersunkwoodscrews,spacedapproximately125mm
(5inches)oncenters.
b. Usestainlesssteelordullchromeplatedbrassscrewsforexteriordoors.
3. WoodLouvers:
a. Doormanufacturer'sstandardproduct,fabricatedofsolidwoodsections.
b. WoodSlats:Notlessthan5mm(3/16inch)thick.
c. Stilesroutedouttoreceiveslats.
d. Securelouversinpreparedcutoutswithwoodstops.
E. Fireratedwooddoors,provideasindicatedontheDrawings:
1. FirePerformanceRating:
a. “B”label,1-1/2hours.
b. “C”label,3/4hour.
2. Labels:
a. DoorsshallconformtotherequirementsofASTME2074,orNFPA252,and,carryan
identifyinglabelfromaqualifiedtestingandinspectionagencyforclassofdooror
openingshowndesignatingfireperformancerating.
b. Metallabelswithraisedorincisedmarkings.
3. PerformanceCriteriaforStilesofdoorsutilizingstandardmortiseleafhinges:
a. HingeLoading:WDMAT.M.8.Averageof10testsamplesforExtraHeavyDutydoors.
b. Directscrewwithdrawal:WDMAT.M.10forExtraHeavyDutydoors.Averageof10test
samplesusingasteel,fullythreaded#12woodscrew.
c. CycleSlam:1,000,000cycleswithnoloosehingescrewsorothervisiblesignsoffailure
whentestedinaccordancewithWDMA
T.M.7.
4. AdditionalHardwareReinforcement:
a. Providefirerateddoorswithhardwarereinforcementblocking.
b. Sizeoflockblocksasrequiredtosecurehardwarespecified.
c. Top,bottomandintermediaterailblocksshallmeasurenotlessthan125mm(five
inches)minimumbyfullcorewidth.
d. Reinforcementblockingincompliancewithmanufacturer'slabelingrequirements.
e. Mineralmaterialsimilartocoreisnotacceptable.
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5. OtherCoreComponents:Manufacturer'sstandardasallowedbythelabelingrequirements.
6. Providesteelframeapprovedforuseinlabeleddoorsforvisionpanels.
7. Providesteelastragalonpairofdoors.
2.2IMPACTRESISTANTFACEDWOODDOORS
A. General:
1. Complywithapplicablerequirementsabovefortypicalwooddoors,exceptprovideboth
primaryfacesanddooredgesfacedwithanimpactresistantresilientfinish.
B. ImpactResistantDoorFinish:
1. Provideresilientmaterialconsistingofhighimpactresistantextrudedacrylicvinyl,polyvinyl
chloride,orinjectionmoldedthermalplasticconformingtothefollowing:
a. Minimumimpactresistanceof960.8N-m/m(18ft.-lbs./sq.inch)whentestedin
accordancewithASTMD256(Izodimpact,ft.-lbs.perinchnotched).
b. Class1fireratingwhentestedinaccordancewithASTME84,havingamaximumflame
spreadof25andasmokedevelopedratingof450orless.
c. Ratedself-extinguishingwhentestedinaccordancewithASTMD635.
d. ProvidemateriallabeledandtestedbyUnderwritersLaboratoriesorotherapproved
independenttestinglaboratory.
e. Provideresilientmaterialforprotectiononfirerateddoorsandframesassembliesthat
islistedbythetestinglaboratoryperformingthetests.
f.Provideresilientmaterialinstalledonfireratedwood/steeldoorandframeassemblies
thathavebeentestedonsimilartypeassemblies.Testresultsofmaterialtestedonany
othercombinationofdoorandframeassemblyarenotacceptable.
g.ProvideintegralcolorwithcoloredcomponentsmatchedinaccordancewithSAEJ1545
towithinplusorminus1.0ontheCIE-LCHscales.
h.Provideimpactresistantfinishincolorsasselectedfrommanufacturer’sfullrangeof
availablecoloroptions.
2.3PREFINISH,PREFITOPTION
A. Flushdoorsmaybefactorymachinedtoreceivehardware,bevels,undercuts,cutouts,
accessoriesandfittingforframe.
B. Factoryfittingtoconformtospecificationforshopandfieldfitting,includingfactoryapplication
ofsealertoedgeandroutings.
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C. Flushdoorstoreceivetransparentfinish(inadditiontobeingprefit)shallbefactoryfinishedas
follows:
1. WDMAI.S.1-ASectionF-3specificationforSystemTR-4,ConversionVarnishorSystemTR-5,
CatalyzedVinyl.
2. UsestainwhenrequiredtoproducethefinishspecifiedinSection090600SHEDULEFOR
FINISHES.
2.4IDENTIFICATIONMARK:
A. Ontopedgeofdoor.
B. Eitherastamp,brandorotherindeliblemark,givingmanufacturer’sname,door’stradename,
constructionofdoor,codedateofmanufactureandquality.
C. Accompaniedbyeitherofthefollowingadditionalrequirements:
1. Anidentificationmarkoraseparatecertificationincludingnameofinspectionorganization.
2. Identificationofstandardsfordoor,includinggluetype.
3. Identificationofveneerandqualitycertification.
4. Identificationofpreservativetreatmentforstileandraildoors.
2.5SEALING:
Givetopandbottomedgeofdoorstwocoatsofcatalyzedpolyurethaneorwaterresistant
sealerbeforesealinginshippingcontainers.
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PART3-EXECUTION
3.1DOORPREPARATION
A. Field,shoporfactorypreparation:Donotviolatethequalifiedtestingandinspectionagency
labelrequirementsforfirerateddoors.
B. ClearancesbetweenDoorsandFramesandFloors:
1. Maximum3mm(1/8inch)clearanceatthejambs,heads,andmeetingstiles,anda19mm
(3/4inch)clearanceatbottom,exceptasotherwisespecified.
2. Maximumclearanceatbottomofsoundrateddoors,light-proofeddoors,doorsto
operatingrooms,anddoorsdesignatedtobefittedwithmechanicalseal:10mm(3/8inch).
C. Providecutoutsforspecialdetailsrequiredandspecified.
D. RoutdoorsforhardwareusingtemplatesandlocationheightsspecifiedinSection,087100
DOORHARDWARE.
E. Fitdoorstoframe,bevellockedgeofdoors3mm(1/8inch)foreach50mm(twoinches)of
doorthicknessandundercutwhereshown.
F. Immediatelyafterfittingandcuttingofdoorsforhardware,sealcutedgesofdoorswithtwo
coatsofwaterresistantsealer.
G. Finishsurfaces,includingbothfaces,topandbottomandedgesofthedoorssmoothtotouch.
H. Applyasteelastragalontheoppositesideofactivedooronpairsoffirerateddoors.
I. Applyasteelastragaltomeetingstyleofactiveleafofpairofdoorsordoubleegresssmoke
doors.
3.2INSTALLATIONOFDOORSAPPLICATIONOFHARDWARE
InstalldoorsandhardwareasspecifiedinthisSection.
3.3DOORPROTECTION
A. Asdoorinstallationiscompleted,placepolyethylenebagorcardboardshippingcontainerover
doorandtapeinplace.
B. Provideprotectivecoveringoverknobsandhandlesinadditiontocoveringdoor.
C. MaintaincoveringingoodconditionuntilremovalisapprovedbyResidentEngineer.
---END---
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SECTION087100DOORHARDWARE
PART1-GENERAL
1.1DESCRIPTION
A. Doorhardwareandrelateditemsnecessaryforcompleteinstallationandoperationofdoors.
1.2RELATEDWORK
A. Caulking:Section079200JOINTSEALANTS.
B. ApplicationofHardware:
Section081400,WOODDOORS
Section081113,HOLLOWMETALDOORSANDFRAMES
C. Painting:Section099100,PAINTING.
D. FireDetection:Section283100,FIREDETECTIONANDALARM.
1.3GENERAL
A. AllhardwareshallcomplywithUFAS,(UniformFederalAccessibleStandards)unlessspecified
otherwise.
B. Providerateddoorhardwareassemblieswhererequiredbymostcurrentversionofthe
InternationalBuildingCode(IBC).
C. HardwareforLabeledFireDoorsandExitDoors:ConformtorequirementsofNFPA80for
labeledfiredoorsandtoNFPA101forexitdoors,aswellastootherrequirementsspecified.
ProvidehardwarelistedbyUL,exceptwhereheaviermaterials,largesize,orbettergradesare
specifiedhereinunderparagraphHARDWARESETS.InlieuofULlabelingandlisting,testreports
fromanationallyrecognizedtestingagencymaybesubmittedshowingthathardwarehasbeen
testedinaccordancewithULtestmethodsandthatitconformstoNFPArequirements.
D. Hardwareforapplicationonmetalandwooddoorsandframesshallbemadetostandard
templates.Furnishtemplatestothefabricatoroftheseitemsinsufficienttimesoasnottodelay
theconstruction.
E. Thefollowingitemsshallbeofthesamemanufacturer,exceptasotherwisespecified:
1. Mortiselocksets.
2. Hingesforhollowmetalandwooddoors.
3. Surfaceappliedoverheaddoorclosers.
4. Exitdevices.
5. Floorclosers.
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1.4WARRANTY
A. Warrantyperiodshallbetwoyearsinlieuofoneyearforallitemsexceptasnotedbelow:
1. Locks,latchsets,andpanichardware:5years.
2. Doorclosersandcontinuoushinges:10years.
1.5MAINTENANCEMANUALS
A. InaccordancewithSection010000,GENERALREQUIREMENTSArticletitled"INSTRUCTIONS",
furnishmaintenancemanualsandinstructionsonalldoorhardware.Provideinstallation
instructionswiththesubmittaldocumentation.
1.6SUBMITTALS
A. SubmittalsshallbeinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATAAND
SAMPLES.Submit6copiesofthescheduleperSection013323.Submit2finalcopiesofthefinal
approvedschedulestoVAMCLocksmithasrecordcopies(VISNLocksmithiftheVAMCdoesnot
havealocksmith).
B. HardwareSchedule:Prepareandsubmithardwarescheduleinthefollowingform:
HardwareItem
Quantity Size ReferencePublicationTypeNo.
Finish Mfr.NameandCatalogNo.
KeyControlSymbols
ULMark(iffireratedandlisted)
ANSI/BHMAFinishDesignation
C. SamplesandManufacturers'Literature:
1. Samples:Allhardwareitems(proposedfortheproject)thathavenotbeenpreviously
approvedbyBuildersHardwareManufacturersAssociationshallbesubmittedforapproval.
Tagandmarkallitemswithmanufacturer'sname,catalognumberandprojectnumber.
2. Samplesarenotrequiredforhardwarelistedinthespecificationsbymanufacturer'scatalog
number,ifthecontractorproposestousethemanufacturer'sproductspecified.
D. CertificateofComplianceandTestReports:Submitcertificatesthathardwareconformstothe
requirementsspecifiedherein.Certificatesshallbeaccompaniedbycopiesofreportsas
referenced.Thetestingshallhavebeenconductedeitherinthemanufacturer'splantand
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certifiedbyanindependenttestinglaboratoryorconductedinanindependentlaboratory,
withinfouryearsofsubmittalofreportsforapproval.
1.7DELIVERYANDMARKING
A. Deliveritemsofhardwaretojobsiteintheiroriginalcontainers,completewithnecessary
appurtenancesincludingscrews,keys,andinstructions.Tagoneofeachdifferentitemof
hardwareanddelivertoResidentEngineerforreferencepurposes.Tagshallidentifyitemsby
ProjectSpecificationnumberandmanufacturer'scatalognumber.Theseitemsshallremainon
fileinResidentEngineer'sofficeuntilallothersimilaritemshavebeeninstalledinproject,at
whichtimetheResidentEngineerwilldeliveritemsonfiletoContractorforinstallationin
predeterminedlocationsontheproject.
1.8PREINSTALLATIONMEETING
A. Conveneapreinstallationmeetingnotlessthan30daysbeforestartofinstallationofdoor
hardware.Requireattendanceofpartiesdirectlyaffectingworkofthissection,including
ContractorandInstaller,Architect,ProjectEngineerandVALocksmith,HardwareConsultant,
andHardwareManufacturer’sRepresentative.Reviewthefollowing:
1. Inspectionofdoorhardware.
2. Jobandsurfacereadiness.
3. Coordinationwithotherwork.
4. Protectionofhardwaresurfaces.
5. Substratesurfaceprotection.
6. Installation.
7. Adjusting.
8. Repair.
9. Fieldqualitycontrol.
10.Cleaning.
1.9INSTRUCTIONS
A. HardwareSetSymbolsonDrawings:Exceptforprotectiveplates,doorstops,mutes,thresholds
andthelikespecifiedherein,hardwarerequirementsforeachdoorareindicatedondrawingsby
symbols.Symbolsforhardwaresetsconsistofletters(e.g.,"HW")followedbyanumber.Each
numberdesignatesasetofhardwareitemsapplicabletoadoortype.
B. Keying:AllcylindersshallbekeyedintoexistingGreatGrandMasterKeySystem.Provide
removablecorecylindersthatareremovableonlywithaspecialkeyortoolwithoutdisassembly
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ofknoborlockset.Cylindersshallbe6or7pintypetomatchexistingbuildingstandardsystem.
KeyinginformationshallbefurnishedatalaterdatebytheResidentEngineer.
1.10APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.Intext,hardwareitemsare
referredtobyseries,types,etc.,listedinsuchspecificationsandstandards,exceptasotherwise
specified.
B. AmericanSocietyforTestingandMaterials(ASTM):
F883-04......................................Padlocks
E2180-07....................................StandardTestMethodforDeterminingtheActivityof
IncorporatedAntimicrobialAgent(s)InPolymericor
HydrophobicMaterials
C. AmericanNationalStandardsInstitute/BuildersHardwareManufacturersAssociation
(ANSI/BHMA):
A156.1-06..................................ButtsandHinges
A156.2-03..................................BoredandPre-assembledLocksandLatches
A156.3-08..................................ExitDevices,Coordinators,andAutoFlushBolts
A156.4-08..................................DoorControls(Closers)
A156.5-14..................................CylindersandInputDevicesforLocks.
A156.6-05..................................ArchitecturalDoorTrim
A156.8-05..................................DoorControls-OverheadStopsandHolders
A156.11-14................................CabinetLocks
A156.12-05...............................InterconnectedLocksandLatches
A156.13-05................................MortiseLocksandLatchesSeries1000
A156.14-07...............................SlidingandFoldingDoorHardware
A156.15-06................................ReleaseDevices-CloserHolder,Electromagneticand
Electromechanical
A156.16-08................................AuxiliaryHardware
A156.17-04...............................Self-ClosingHingesandPivots
A156.18-06................................MaterialsandFinishes
A156.20-06...............................StrapandTeeHinges,andHasps
A156.21-09................................Thresholds
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A156.22-05................................DoorGasketingandEdgeSealSystems
A156.23-04................................ElectromagneticLocks
A156.24-03................................DelayedEgressLockingSystems
A156.25-07...............................ElectrifiedLockingDevices
A156.26-06................................ContinuousHinges
A156.28-07...............................MasterKeyingSystems
A156.29-07...............................ExitLocksandAlarms
A156.30-03................................HighSecurityCylinders
A156.31-07...............................ElectricStrikesandFrameMountedActuators
A156.36-10................................AuxiliaryLocks
A250.8-03..................................StandardSteelDoorsandFrames
D. NationalFireProtectionAssociation(NFPA):
80-10..........................................FireDoorsandOtherOpeningProtectives
101-09........................................LifeSafetyCode
E. UnderwritersLaboratories,Inc.(UL):
BuildingMaterialsDirectory(2008)
PART2-PRODUCTS
2.1BUTTHINGES
A. ANSIA156.1.Provideonlythree-knucklehinges,exceptfive-knucklewheretherequiredhinge
typeisnotavailableinathree-knuckleversion(e.g.,sometypesofswing-clearhinges).The
followingtypesofbutthingesshallbeusedforthetypesofdoorslisted,exceptwhere
otherwisespecified:
1. InteriorDoors:TypeA8112/A5112fordoors900mm(3feet)wideorlessandType
A8111/A5111fordoorsover900mm(3feet)wide.Hingesfordoorsexposedtohigh
humidityareas(showerrooms,toiletrooms,kitchens,janitorrooms,etc.shallbeof
stainlesssteelmaterial.
B. Providequantityandsizeofhingesperdoorleafasfollows:
1. Doorsupto1210mm(4feet)high:2hinges.
2. Doors1210mm(4feet)to2260mm(7feet5inches)high:3hingesminimum.
3. Doorsgreaterthan2260mm(7feet5inches)high:4hinges.
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4. Doorsupto900mm(3feet)wide,standardweight:114mmx114mm(4-1/2inchesx4-
1/2inches)hinges.
5. Doorsover900mm(3feet)to1065mm(3feet6inches)wide,standardweight:127mmx
114mm(5inchesx4-1/2inches).
6. Doorsover1065mm(3feet6inches)to1210mm(4feet),heavyweight:127mmx114
mm(5inchesx4-1/2inches).
7. Provideheavy-weighthingeswherespecified.
8. Atdoorsweighing330kg(150lbs.)ormore,furnish127mm(5inch)highhinges.
C. SeeArticles"MISCELLANEOUSHARDWARE"and"HARDWARESETS"forpivotsandhingesother
thanbuttsspecifiedaboveandcontinuoushingesspecifiedbelow.
2.2CONTINUOUSHINGES
A. ANSI/BHMAA156.26,Grade1-600.
1. ListedunderCategoryNinBHMA's"CertifiedProductDirectory."
B. General:Minimum0.120-inch-(3.0-mm-)thick,hingeleaveswithminimumoverallwidthof4
inches(102mm);fabricatedtofullheightofdoorandframeandtotemplatescrewlocations;
withcomponentsfinishedaftermillinganddrillingarecomplete
C. Continuous,Barrel-TypeHinges:HingewithknucklesformedaroundaTeflon-coated6.35mm
(0.25-inch)minimumdiameterpinthatextendsentirelengthofhinge.
1. BaseMetalforExteriorHinges:Stainlesssteel.
2. BaseMetalforInteriorHinges://Stainlesssteel////Steel//.
3. BaseMetalforHingesforFire-RatedAssemblies://Stainlesssteel////Steel//.
4. Providewithnon-removablepin(hospitaltipoption)atlockableoutswingdoors.
5. Whererequiredtoclearadjacentcasing,trim,andwallconditionsandallowfulldoorswing,
providewidethrowhingesofminimumwidthrequired.
6. Providewithmanufacturer’scut-outsforseparatemortisedpowertransfersand/or
mortisedautomaticdoorbottomswheretheyoccur.
7. Wherethru-wirepowertransfersareintegraltothehinge,providehingewitheasily
removableportiontoalloweasyaccesstowiringconnections.
8. Wheremodelsarespecifiedthatprovideanintegralwrap-aroundedgeguardforthehinge
edgeofthedoor,providemanufacturer’sadjustablethreadedstudandmachinescrew
mechanismtoallowthedoortobeadjustedwithinthewrap-aroundedgeguard.
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2.3DOORCLOSINGDEVICES
A. Closingdevicesshallbeproductsofonemanufacturer//foreachtypespecified.//
2.4OVERHEADCLOSERS
A. ConformtoANSIA156.4,Grade1.
B. Closersshallconformtothefollowing:
1. Theclosershallhaveminimum50percentadjustableclosingforceoverminimumvaluefor
thatcloserandhaveadjustablehydraulicbackcheckeffectivebetween60degreesand85
degreesofdooropening.
2. Wherespecified,closershallhavehold-openfeature.
3. SizeRequirements:Providemulti-sizeclosers,sizes1through6,exceptwheremulti-size
closerisnotavailablefortherequiredapplication.
4. Materialofcloserbodyshallbeforgedorcast.
5. Armandbracketsforclosersshallbesteel,malleableironorhighstrengthductilecastiron.
6. Whereclosersareexposedtotheexteriororaremountedinroomsthatexperiencehigh
humidity,providecloserbodyandarmassemblyofstainlesssteelmaterial.
7. Closersshallhavefullsizemetalcover;plasticcoverswillnotbeaccepted.
8. Closersshallhaveadjustablehydraulicback-check,separatevalvesforclosingandlatching
speed,adjustableback-checkpositioningvalve,andadjustabledelayedactionvalve.
9. Providecloserswithanyaccessoriesrequiredforthemountingapplication,including(but
notlimitedto)dropplates,specialsoffitplates,spacersforheavy-dutyparallelarmfifth
screws,bull-noseorotherregulararmbrackets,longerorshorterarmassemblies,and
specialfactorytemplating.Providespecialarms,dropplates,andtemplatingasneededto
allowmountingatdoorswithoverheadstopsand/orholders.
10.Closerarmsorbackcheckvalveshallnotbeusedtostopthedoorfromoverswing,exceptin
applicationswhereaseparatewall,floor,oroverheadstopcannotbeused.
11.Provideparallelarmcloserswithheavydutyrigidarm.
12.Whereclosersaretobeinstalledonthepushsideofthedoor,provideparallelarmtype
exceptwhereconditionsrequireuseoftopjambarm.
13.Provideallsurfacecloserswiththesamebodyattachmentscrewpatternforeaseof
replacementandmaintenance.
14.Allclosersshallhavea1½”(38mm)minimumpistondiameter.
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2.5PIVOTSETS
A. ComplywithANSIA156.4.Providestainlesssteelfloorplatesforfloorpivots,exceptwhere
metalthresholdsoccur.
B. Pivotsfornon-labeleddoorsshallbecast,forgedorextrudedbrassorbronze.
2.5DOORSTOPS
A. ConformtoANSIA156.16.
B. Providedoorstopswhereveranopeneddoororanyitemofhardwarethereonwouldstrikea
wall,column,equipmentorotherpartsofbuildingconstruction.Forconcrete,masonryor
quarrytileconstruction,useleadexpansionshieldsformountingdoorstops.
C. Wherecylindricallockswithturnpiecesorpushbuttonsoccur,equipwallbumpersTypeL02251
(rubberpadshavingconcaveface)toreceiveturnpieceorbutton.
D. Providefloorstops(TypeL02141orL02161inofficeareas;TypeL02121x3screwsintofloor
elsewhere.Wallbumpers,whereused,mustbeinstalledtoimpactthetrimorthedoorwithin
theleadinghalfofitswidth.Floorstops,whereused,mustbeinstalledwithin4-inchesofthe
wallfaceandimpactthedoorwithintheleadinghalfofitswidth.
E. Wheredrywallpartitionsoccur,usefloorstops,TypeL02141orL02161inofficeareas,Type
L02121elsewhere.
F. ProvidestopTypeL02011,asapplicableforexteriordoors.Atoutswingdoorswherestopcan
beinstalledinconcrete,providestopmatedtoconcreteanchorsetin76mm(3-inch)core-
drilledholeandfilledwithquick-settingcement.
G. Omitstopswherefloormounteddoorholdersarerequiredandwhereautomaticoperated
doorsoccur.
H. Provideappropriaterollerbumperforeachsetofdoors(exceptwhereclosetdoorsoccur)
wheretwodoorswouldinterferewitheachotherinswinging.
I. Provideappropriatedoormountedstopondoorsinindividualtoiletswherefloororwall
mountedstopscannotbeused.
J. ProvideoverheadsurfaceappliedstopTypeC02541,ANSIA156.8onpatienttoiletdoorsin
bedroomswheretoiletdoorcouldcomeincontactwiththebedroomdoor.
K. Providedoorstopsondoorswherecombinationclosermagneticholdersarespecified,except
wherewallstopscannotbeusedorwherefloorstopscannotbeinstalledwithin4-inchesofthe
wall.
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L. Wherethespecifiedwallorfloorstopcannotbeused,provideconcealedoverheadstops
(surface-mountedwhereconcealedcannotbeused).
2.6OVERHEADDOORSTOPSANDHOLDERS
A. ConformtoANSIStandardA156.8.Overheadholdersshallbeofsizesrecommendedbyholder
manufacturerforeachwidthofdoor.Setoverheadholdersfor110degreeopening,unless
limitedbybuildingconstructionorequipment.ProvideGrade1overheadconcealedslidetype:
stop-onlyatrateddoorsandsecuritydoors,hold-opentypewithexposedhold-openon/off
controlatallotherdoorsrequiringoverheaddoorstops.
2.7FLOORDOORHOLDERS
A. ConformtoANSIStandardA156.16.ProvideextensionstrikesforTypesL01301andL01311
holderswherenecessary.
2.8LOCKSANDLATCHES
A. ConformtoANSIA156.2.Locksandlatchesfordoors45mm(1-3/4inch)thickorovershallhave
beveledfronts.Lockcylindersshallhavenotlessthan//sixpins//sevenpins//.Cylindersforall
locksetsshallberemovablecoretype.//Cylindersshallbefurnishedwithconstruction
removablecoresandconstructionmasterkeys.//Cylindershallberemovablebyspecialkeyor
tool.Constructallcoressothattheywillbeinterchangeableintothecorehousingsofallmortise
locks,rimlocks,cylindricallocks,andanyothertypelockincludedintheGreatGrandMaster
KeySystem.Disassemblyofleverorlocksetshallnotberequiredtoremovecorefromlockset.
Alllocksetsorlatchesondoubledoorswithfirelabelshallhavelatchboltwith19mm(3/4inch)
throw,unlessshorterthrowallowedbythedoormanufacturer’sfirelabel.Providetemporary
keyingdeviceorconstructioncoretoallowopeningandclosingduringconstructionandpriorto
theinstallationoffinalcores.
B. Inadditiontoaboverequirements,locksandlatchesshallcomplywithfollowingrequirements:
1. MortiseLockandLatchSets:ConformtoANSI/BHMAA156.13.Mortiselocksetsshallbe
series1000,minimumGrade2.Alllocksetsandlatchsets,exceptondesignateddoorsin
Psychiatric(MentalHealth)areas,shallhaveleverhandlesfabricatedfromcaststainless
steel.Providesectional(leverxrose)leverdesignmatchingbuildingstandardleverstyle.No
substitutelevermaterialshallbeaccepted.Alllocksandlatchsetsshallbefurnishedwith
122.55mm(4-7/8-inch)curvedlipstrikeandwroughtbox.Atoutswingpairswith
overlappingastragals,provideflatlipstripwith21mm(7/8-inch)lip-to-centerdimension.
LockfunctionF02shallbefurnishedwithemergencytools/keysforemergencyentrance.All
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lockcasesinstalledonleadlineddoorsshallbeleadlinedbeforeapplyingfinalhardware
finish.Furnisharmoredfrontsforallmortiselocks.Wheremortiselocksareinstalledin
high-humiditylocationsorwhereexposedtotheexterioronbothsidesoftheopening,
providenon-ferrousmortiselockcase.
2. CylindricalLockandLatchSets:leversshallmeetADA(AmericanswithDisabilitiesAct)
requirements.Cylindricallocksetsshallbeseries4000GradeI.Alllocksandlatchsetsshall
befurnishedwith122.55mm(4-7/8-inch)curvedlipstrikeandwroughtbox.Atoutswing
pairswithoverlappingastragals,provideflatlipstripwith21mm(7/8-inch)lip-to-center
dimension.ProvideleverdesigntomatchdesignselectedbyArchitectortomatchexisting
leverdesign.WheretwoturnpiecesarespecifiedforlockF76,turnpieceoninsideknob
shalllockandunlockinsideknob,andturnpieceonoutsideknobshallunlockoutsideknob
wheninsideknobisinthelockedposition.(Thisfunctionisintendedtoallowemergency
entryintotheseroomswithoutanemergencykeyoranyspecialtool.)
3. AuxiliarylocksshallbeasspecifiedunderhardwaresetsandconformtoANSIA156.36.
4. LocksondesignateddoorsinPsychiatric(MentalHealth)areasshallbepaddletypewith
arrowprojectioncoversandbeULListed.Providetheselockswithpaddleinthedown
positiononbothsidesofthedoor.Locksshallbefabricatedofwroughtstainlesssteel.
5. Privacylocksinnon-mental-healthpatientroomsshallhaveaninsidethumbturnforprivacy
andanoutsidethumbturnforemergencyentrance.Singleoccupancypatientprivacydoors
shalltypicallyswingout;wheresuchdoorscannotswingout,providecenter-pivoteddoors
withrescuehardware(seeHW-2B).
2.9PUSH-BUTTONCOMBINATIONLOCKS
A. ANSI/BHMAA156.5,Grade1.Batteryoperatedpushbuttonentry.
B. Construction:HeavydutymortiselockhousingconformingtoANSI/BHMAA156.13,Grade1.
LeverhandlesandoperatingcomponentsincompliancewiththeUFASandtheADAAccessibility
Guidelines.Matchleverhandlesoflocksandlatchsetsonadjacentdoors.
C. SpecialFeatures:Keyoverridetopermitamasterkeyedsecuritysystemandapushbutton
securitycodeactivatedpassagefeaturetoallowaccesswithoutusingtheentrycode.
2.10KEYS
A. Stampallkeyswithchangenumberandkeysetsymbol.Furnishkeysinquantitiesasfollows:
Locks/Keys Quantity
Cylinderlocks 2keyseach
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Cylinderlockchangekeyblanks 100eachdifferentkeyway
Master-keyedsets 6keyseach
GrandMastersets 6keyseach
GreatGrandMasterset 5keys
Controlkey 2keys
B. Psychiatrickeysshallbecutsothatfirsttwobittingsclosesttothekeyshoulderareshallowto
providegreaterstrengthatpointofgreatesttorque.
2.11KEYCABINET(REUSEEXISTINGCABINET)
2.12ARMORPLATES,KICKPLATES,MOPPLATESANDDOOREDGING
A. ConformtoANSIStandardA156.6.
B. Provideprotectiveplatesanddooredgingasspecifiedbelow:
1. Kickplates,mopplatesandarmorplatesofmetal,TypeJ100series.
2. Providekickplatesandmopplateswherespecified.Kickplatesshallbe200mm(8inches)
hightomatchexistingbuildingstandardkickplates(verifyheight).Kickplatesshallbe
minimum1.27mm(0.050inches)thick.Providekickplatesbeveledonall4edges(B4E).On
pushsideofdoorswherejambstopextendstofloor,makekickplates38mm(1-1/2inches)
lessthanwidthofdoor,exceptpairsofmetaldoorswhichshallhaveplates25mm(1inch)
lessthanwidthofeachdoor.Extendallotherkickandmopplatestowithin6mm(1/4inch)
ofeachedgeofdoors.Kickandmopplatesshallbuttastragals.Forjambstoprequirements,
seespecificationsectionspertainingtodoorframes.
3. Kickplatesarenotrequiredonfollowingdoorsides:
a. Armorplatesideofdoors;
b. Closetsideofclosetdoors;
4. ArmorplatesfordoorsarelistedunderArticle"HardwareSets".Armorplatesshallbe
thicknessasnotedinthehardwareset,875mm(35inches)highand38mm(1-1/2inches)
lessthanwidthofdoors,exceptonpairsofmetaldoors.Providearmorplatesbeveledonall
4edges(B4E).Platesonpairsofmetaldoorsshallbe25mm(1inch)lessthanwidthofeach
door.Wheretopofintermediaterailofdoorislessthan875mm(35inches)fromdoor
bottom,extendarmorplatestowithin13mm(1/2inch)oftopofintermediaterail.On
doorsequippedwithpanicdevices,extendarmorplatestowithin13mm(1/2inch)ofpanic
boltpushbar.
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5. Wherelouverorgrilleoccursinlowerportionofdoors,substitutestretcherplateandkick
plateinplaceofarmorplate.Sizeofstretcherplateandkickplateshallbe254mm(10
inches)high.
6. Providestainlesssteeledgeguardswheresospecifiedatwooddoors.Providemortisedtype
insteadofsurfacetypeexceptwheredoorconstructionand/orratingswillnotallow.
Provideedgeguardsofbevelandthicknesstomatchwooddoor.Provideedgeguardswith
factorycut-outsfordoorhardwarethatmustbeinstalledthroughorextendthroughthe
edgeguard.Providefull-heightedgeguardsexceptwheredoorratingdoesnotallow;in
suchcases,provideedgeguardstoheightofbottomoftypicallocksetarmorfront.Forward
edgeguardstowooddoormanufacturerforfactoryinstallationondoors.
2.13FLUSHBOLTS(AUTOMATIC)
A. ConformtoANSIA156.3.DimensionofflushboltsshallconformtoANSIA115.Boltsshall
conformtoUnderwritersLaboratories,Inc.,requirementsforfiredoorhardware.Flushbolts
shallautomaticallylatchandunlatch.FurnishdustproofstrikesconformingtoANSIA156.16for
bottomflushbolt.Faceplatesfordustproofstrikeshallberectangularandnotlessthan38mm
by90mm(1-1/2by3-1/2inches).
B. Atinteriordoors,provideautoflushboltslessbottombolt,unlessotherwisespecified,exceptat
woodpairswithfire-ratinggreaterthan20minutes;providefirepinsasrequiredbyautoflush
boltanddoorfirelabels.
2.14COORDINATORS
A. ConformtoANSIA156.16.Coordinators,whenspecifiedforfiredoors,shallcomplywith
UnderwritersLaboratories,Inc.,requirementsforfiredoorhardware.Coordinatormaybe
omittedonexteriorpairsofdoorswhereeitherdoorwillcloseindependentlyregardlessofthe
positionoftheotherdoor.Coordinatormaybeomittedoninteriorpairsofnon-labeledopen
whereopenbackstrikeisused.Openbackstrikeshallnotbeusedonlabeleddoors.Paint
coordinatorstomatchdoorframes,unlesscoordinatorsareplated.Providebartype
coordinators,exceptwheregravitycoordinatorsarerequiredatacousticpairs.Forbartype
coordinators,providefillerbarsforfullwidthand,asrequired,bracketsforpush-sidesurface
mountedclosers,overheadstops,andverticalrodpanicstrikes.
2.22THRESHOLDS
A. ConformtoANSIA156.21,millfinishextrudedaluminum,exceptasotherwisespecified.In
existingconstruction,thresholdsshallbeinstalledinabedofsealantwith¼-20stainlesssteel
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machinescrewsandexpansionshields.Innewconstruction,embedaluminumanchorscoated
withepoxyinconcretetosecurethresholds.Furnishthresholdsforthefullwidthofthe
openings.
B. Forthresholdsatelevatorsentrancesseeothersectionsofspecifications.
C. Atexteriordoorsandanyinteriordoorsexposedtomoisture,providethresholdwithnon-slip
abrasivefinish.
D. Providewithmiterreturnswherethresholdextendsmorethan12mm(0.5inch)beyondfaceof
frame.
2.23 AUTOMATICDOORBOTTOMSEALANDRUBBERGASKETFORLIGHTPROOFORSOUNDCONTROLDOORS
A. ConformtoANSIA156.22.Providemortiseorunder-doortype,exceptwherenotpractical.For
mortiseautomaticdoorbottoms,providetypespecificfordoorconstruction(woodormetal).
2.24MISCELLANEOUSHARDWARE
A. AccessDoors(includingSheetMetal,ScreenandWovenWireMeshTypes):Exceptforfire-rated
doorsanddoorstoTemperatureControlCabinets,equipeachsingleordoublemetalaccess
doorwithLockTypeE07213,conformingtoANSIA156.11.Keylocksasdirected.Shiplock
prepaidtothedoormanufacturer.Hingesshallbeprovidedbydoormanufacturer.
C. Mutes:ConformtoANSIA156.16.ProvidedoormutesordoorsilencersTypeL03011orL03021,
dependingonframematerial,ofwhiteorlightgraycolor,oneachsteelorwooddoorframe,
exceptatfire-ratedframes,lead-linedframesandframesforsound-resistant,lightproofand
electromagneticallyshieldeddoors.Furnish3mutesforsingledoorsand2mutesforeachpair
ofdoors,exceptdouble-actingdoors.Provide4mutesorsilencersforframesforeachDutch
typedoor.Provide2mutesforeachedgeofslidingdoorwhichwouldcontactdoorframe.
2.25FINISHES
A. ExposedsurfacesofhardwareshallhaveANSIA156.18,finishesasspecifiedbelow.Finisheson
allhinges,pivots,closers,thresholds,etc.,shallbeasspecifiedbelowunder"Miscellaneous
Finishes."Forfieldpainting(finalcoat)offerroushardware,seeSection099100,PAINTING.
B. 626or630:Allsurfacesonexteriorandinteriorofbuildings,exceptwhereotherfinishesare
specified.
C. MiscellaneousFinishes:
1. Hinges--exteriordoors:626or630.
2. Hinges--interiordoors:652or630.
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3. Pivots:Matchdoortrim.
4. DoorClosers:Factoryappliedpaintfinish.DullorSatinAluminumcolor.
5. Thresholds:Millfinishaluminum.
6. Coverplatesforfloorhingesandpivots:630.
7. Otherprimedsteelhardware:600.
D. HardwareFinishesforExistingBuildings:U.S.Standardfinishesshallmatchfinishesofhardware
in(similar)existingspaces.
E. Anti-microbialCoating:Allhand-operatedhardware(levers,pulls,pushbars,pushplates,
paddles,andpanicbars)shallbeprovidedwithananti-microbial/anti-fungalcoatingthathas
passedASTME2180tests.Coatingtoconsistofionicsilver(Ag+).Silverionssurroundbacterial
cells,inhibitinggrowthofbacteria,mold,andmildewbyblockadingfoodandrespiration
supplies.
2.26BASEMETALS
A. ApplyspecifiedU.S.Standardfinishesondifferentbasemetalsasfollowing:
Finish BaseMetal
652 Steel
626 Brassorbronze
630 Stainlesssteel
PART3-EXECUTION
3.1HARDWAREHEIGHTS
A. Forexistingbuildingslocatehardwareondoorsatheightstomatchexistinghardware.The
Contractorshallvisitthesite,verifylocationofexistinghardwareandsubmitlocationstoVA
ResidentEngineerforapproval.
B. HardwareHeightsfromFinishedFloor:
1. Exitdevicescenterlineofstrike(whereapplicable)1024mm(40-5/16inches).
2. Locksetsandlatchsetscenterlineofstrike1024mm(40-5/16inches).
3. Deadlockscenterlineofstrike1219mm(48inches).
4. Hospitalarmpull1168mm(46inches)tocenterlineofbottomsupportingbracket.
5. Centerlineofdoorpullstobe1016mm(40inches).
6. Pushplatesandpush-pullshallbe1270mm(50inches)totopofplate.
7. Push-pulllatchtobe1024mm(40-5/16inches)tocenterlineofstrike.
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8. Locateotherhardwareatstandardcommercialheights.Locatepushandpullplatesto
preventconflictwithotherhardware.
3.2INSTALLATION
A. Closerdevices,includingthosewithhold-openfeatures,shallbeequippedandmountedto
providemaximumdooropeningpermittedbybuildingconstructionorequipment.Closersshall
bemountedonsideofdoorinsiderooms,insidestairs,andawayfromcorridors.Atexterior
doors,closersshallbemountedoninteriorside.Whereclosersaremountedondoorstheyshall
bemountedwithsexnutsandbolts;footshallbefastenedtoframewithmachinescrews.
B. HingeSizeRequirements:
DoorThickness DoorWidth HingeHeight
45mm(1-3/4inch) 900mm(3feet)andless 113mm(4-1/2inches)
45mm(1-3/4inch) Over900mm(3feet)butnotmorethan1200mm(4feet)
125mm(5inches)
35mm(1-3/8inch)(hollowcorewooddoors)
Notover1200mm(4feet) 113mm(4-1/2inches)
C. Hingeleavesshallbesufficientlywidetoallowdoorstoswingclearofdoorframetrimand
surroundingconditions.
D. Wherenewhingesarespecifiedfornewdoorsinexistingframesorexistingdoorsinnew
frames,sizesofnewhingesshallmatchsizesofexistinghinges;or,contractormayreuseexisting
hingesprovidedhingesarerestoredtosatisfactoryoperatingconditionasapprovedbyResident
Engineer.Existinghingesshallnotbereusedondooropeningshavingnewdoorsandnew
frames.Coordinatepreparationforhingecut-outsandscrew-holelocationsondoorsand
frames.
E. HingesRequiredPerDoor:
Doors1500mm(5ft)orlessinheight 2butts
Doorsover1500mm(5ft)highandnotover2280mm(7ft6in)high 3butts
Doorsover2280mm(7feet6inches)high 4butts
Dutchtypedoors 4butts
Doorswithspringhinges1370mm(4feet6inches)highorless 2butts
Doorswithspringhingesover1370mm(4feet6inches) 3butts
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F. Fastenings:Suitablesizeandtypeandshallharmonizewithhardwareastomaterialandfinish.
Providemachinescrewsandleadexpansionshieldstosecurehardwaretoconcrete,ceramicor
quarryfloortile,orsolidmasonry.Fiberorrawlplugsandadhesivesarenotpermitted.All
fasteningsexposedtoweathershallbeofnonferrousmetal.
G. Afterlockshavebeeninstalled;showinpresenceofResidentEngineerthatkeysoperatetheir
respectivelocksinaccordancewithkeyingrequirements.(Allkeys,MasterKeylevelandabove
shallbesentRegisteredMailtotheMedicalCenterDirectoralongwiththebittinglist.Alsoa
copyoftheinvoiceshallbesenttotheResidentEngineerforhisrecords.)Installationoflocks
whichdonotmeetspecifiedkeyingrequirementsshallbeconsideredsufficientjustificationfor
rejectionandreplacementofalllocksinstalledonproject.
3.3FINALINSPECTION
A. InstallertoprovidelettertoVAResident/ProjectEngineerthatuponcompletion,installerhas
visitedtheProjectandhasaccomplishedthefollowing:
1. Re-adjusthardware.
2. Evaluatemaintenanceproceduresandrecommendchangesoradditions,andinstructVA
personnel.
3. Identifyitemsthathavedeterioratedorfailed.
4. Submitwrittenreportidentifyingproblems.
3.4DEMONSTRATION
A. Demonstrateefficacyofmechanicalhardwareandelectrical,andelectronichardwaresystems,
includingadjustmentandmaintenanceprocedures,tosatisfactionofResident/ProjectEngineer
andVALocksmith.
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3.5HARDWARESETS
A. Followingsetsofhardwarecorrespondtohardwaresymbolsshownondrawings.Onlythose
hardwaresetsthatareshownondrawingswillberequired.Disregardhardwaresetslistedin
specificationsbutnotshownondrawings.
B. HardwareConsultantworkingonaprojectwillberesponsibleforprovidingadditional
informationregardingthesehardwaresets.Thenumbersshowninthefollowingsetscomefrom
BHMAstandards.
INTERIORSINGLEDOORS
SET#HW-1(TypicalPatient/BariatricRoomDoors–perschedule)EachDoortoHave: NON-RATED 1 ContinuousHinge 1 DoorPullw/Plate J401xJ3021 PushPlate J3021 KickPlate J1021 MopPlate(@InswingDoors) J1031 Closer C02011/C020211 OverheadStop C01541-ADJUSTABLE3 Silencers L03011
SET#HW-1B(TypicalAnteRoomstoPatientRooms–perschedule)EachDoortoHave: NON-RATED/RATED 1 ContinuousHinge xINTEGRALHINGEGUARDCHANNEL XSWING-CLEARXADJUSTA-SCREWS1 HospitalLatch F01xPADDLESPOINTINGDOWN1 ArmorPlate J101x1.275MM(0.050INCH)THICKNESS1 Closer C02011/C020211 EdgeGuard(@WoodDoors) J208M/J211(VERIFY),CUT:HARDWARE1 OverheadStop C01541-ADJUSTABLE1 SetSeals R0Y164
ELECTRIC HARDWARE ABBREVIATIONS LEGEND:
ADO = Automatic Door Operator
EMCH = Electro-Mechanical Closer-Holder
MHO = Magnetic Hold-Open (wall- or floor-mounted)
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SET#HW-2B(TubRoomDoor#208)EachDoortoHave: NON-RATED 1 CenterPivotSet C070421 PrivacyLock F02-MODxTHUMBTURNBOTHSIDESX OCCUPANCYINDICATOR1 RescueStop A1882(double-lippedstrike&stopcombo)1 KickPlate J1021 MopPlate(@InswingDoors) J1031 OverheadStop C01541-ADJUSTABLE
SET#HW-2Gmodified(ExistingPublicRestrooms#218&221)EachDoortoHave: RATED/NON-RATED Hinges QUANTITY&TYPEASREQUIRED1 KeyedPrivacyIndicatorLock F13xOCCUPANCYINDICATOR1 Closer C02011/C020211 KickPlate J1021 MopPlate(@InswingDoors) J1031 OverheadStop C01541-ADJUSTABLE1 SetSelf-AdhesiveSeals R0Y154
SET#HW-2H(TypicalPatientBathroomwithoutswingingdoor)
EachDoortoHave: NON-RATED 1 ContinuousHinge xINTEGRALHINGEGUARDCHANNEL XADJUSTA-SCREWS1 HospitalPrivacyLatch F02-MODxTURNPIECEBOTHSIDESX OCCUPANCYINDICATOR1 KickPlate J1021 MopPlate(@InswingDoors) J1031 EdgeGuard(@WoodDoors) J208M/J211(VERIFY),CUT:HARDWARE1 OverheadStop C01541-ADJUSTABLE3 Silencers L03011
SET#HW-3-modifiedw/PushButtonCombolockset(TelephoneCloset#225)EachDoortoHave: RATED Hinges QUANTITY&TYPEASREQUIRED1 Push-buttonCombinationLock “Kaba”SimplexL1021B-26D(entryw/keyoverride,cylindrical 1/2inchthrowlatch,forI/CBestcorekeycylinder1 Closer C02011/C020211 KickPlate J1021 FloorStop L02121x3FASTENERS1 SetSelf-AdhesiveSeals R0Y154
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SET#HW-3E–modifiedw/PushButtonCombolockset(NurseOffices#232,234,StaffVest#238)EachDoortoHave: NON-RATED Hinges QUANTITY&TYPEASREQUIRED1 Push-buttonCombinationLock “Kaba”SimplexL1021B-26D(entryw/keyoverride,cylindrical 1/2inchthrowlatch,forI/CBestcorekeycylinder1 Closer C02011/C02021w/integralOHstop1 KickPlate J1021 SetSelf-AdhesiveSeals R0Y154(atfire-ratedcorridordoors)3 Silencers L03011(atnon-firerateddoors)1 CoatHook L03121(atNurse’sOffices#232&234)
SET#HW-3G-modifiedw/PushButtonComboLockset(Resident’sOfficeDoor#D-236)EachDoortoHave: NON-RATED Hinges QUANTITY&TYPEASREQUIRED1 Push-buttonCombinationLock “Kaba”SimplexL1021B-26D(entryw/keyoverride,cylindrical 1/2inchthrowlatch,forI/CBestcorekeycylinder1 Closer C02011/C02021w/integralOHstop1 KickPlate J1021 SetSelf-AdhesiveSeals R0Y154(atfire-rateddoor)3 Silencers L03011(atnon-firerateddoor)
SET#HW-4E-modifiedw/PushButtonComboLockset(NutritionRm#214&ITCloset#216)EachDoortoHave: NON-RATED/RATED Hinges QUANTITY&TYPEASREQUIRED1 Push-buttonCombinationLock “Kaba”SimplexL1021B-26D(entryw/keyoverride,cylindrical 1/2inchthrowlatch,forI/CBestcorekeycylinder1 Closer(@rateddoors) C02011/C020211 Closer(@non-rateddoors) CO2051/CO20611 KickPlate J1021 FloorStop L02121x3FASTENERS(atnon-rateddoorsonly)1 Threshold J32300x57MMWIDTH(2-1/4INCHES)1 SetsSelf-AdhesiveSeals R0Y154
SET#HW-4K-modifiedwithPushButtonComboLockset(CleanUtilityRoomDoor#220)EachDoortoHave: NON-RATED 1 ContinuousHinge xINTEGRALHINGEGUARDCHANNEL XADJUSTA-SCREWS1 Push-buttonCombinationLock “Kaba”SimplexL1021B-26D(entryw/keyoverride,cylindrical 1/2inchthrowlatch,forI/CBestcorekeycylinder1 Closer C02011/C020211 ArmorPlate J101x1.275MM(0.050INCH)THICKNESS1 EdgeGuard(@WoodDoors) J208M/J211(VERIFY),CUT:HARDWARE1 OverheadStop C01541-ADJUSTABLE1 SetSelf-AdhesiveSeals R0Y154
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SET#HW-4P-(ExistingIsolationRoomDoor#D-226,ExistingAnteRm#D-226B)EachDoortoHave: NON-RATED 1 ContinuousHinge xINTEGRALHINGEGUARDCHANNEL XADJUSTA-SCREWS1 ClassroomHospitalLock F08xPADDLESPOINTINGDOWN1 ArmorPlate J101x1.275MM(0.050INCH)THICKNESS1 EdgeGuard(@WoodDoors) J208M/J211(VERIFY),CUT:HARDWARE1 Closer C02011/C020211 OverheadStop C01541-ADJUSTABLE1 Threshold J32300x57MMWIDTH(2-1/4INCHES)1 AutoDoorBottom R0Y346–HEAVYDUTY2 SetsSelf-AdhesiveSeals R0Y154
SET#HW-5B(ElectricalClosets–Door#’s202A,202B)EachDoortoHave: RATED 1 ContinuousHinge xINTEGRALHINGEGUARDCHANNEL XADJUSTA-SCREWS1 StoreroomLock F071 Closer C02011/C020211 ArmorPlate J101x1.275MM(0.050INCH)THICKNESS1 EdgeGuard(@WoodDoors) J208M/J211(VERIFY),CUT:HARDWARE1 OverheadStop C01541-ADJUSTABLE1 SetSelf-AdhesiveSeals R0Y154
SET#HW-5D(HousekeepingDoor#212,D-231)EachDoortoHave: NON-RATED Hinges QUANTITY&TYPEASREQUIRED1 StoreroomLock F071 Closer C02011/C020211 KickPlate J102(@STORAGE,EVM,&HACROOMSONLY)1 OverheadStop C01541-ADJUSTABLE3 Silencers L03011
SET#HW-11B(PairElectricalClosetDoorPair#D-227)EachPairtoHave: RATED 2 ContinuousHinges xINTEGRALHINGEGUARDCHANNEL XADJUSTA-SCREWS1 SetAutoFlushBolts TYPE251 StoreroomLock F071 Coordinator TYPE21A1 OverlappingAstragalwith R0Y634xR0Y154xTHRU-BOLTS Self-AdhesiveSeal2 Closers C02011/C020212 ArmorPlates J101x1.275MM(0.050INCH)THICKNESS2 EdgeGuard(@WoodDoors) J208M/J211(VERIFY),CUT:HARDWARE2 OverheadStops C01541-ADJUSTABLE1 SetSelf-AdhesiveSeals R0Y154
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SET#HW-SH-3C(Med/MedGas#206,220A,223,Staff#224,UtilityRms#222,312A,D-233)Each[PB]DoortoHave: NON-RATED/RATED 1 ContinuousHinge xINTEGRALHINGEGUARDCHANNEL XADJUSTA-SCREWS1 Push-buttonCombinationLock “Kaba”SimplexL1021B-26D(entryw/keyoverride,cylindrical 1/2inchthrowlatch,forI/CBestcorekeycylinder1 Closer C02011/C020211 ArmorPlate J101x1.275MM(0.050INCH)THICKNESS1 EdgeGuard(@WoodDoors) J208M/J211(VERIFY),CUT:HARDWARE1 OverheadStop C01541-ADJUSTABLE1 SetSelf-AdhesiveSeals R0Y154
---END---
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SECTION088000GLAZING
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiesthefollowing:
1.Glass.
2.Glazingmaterialsandaccessoriesforbothfactoryandfieldglazedassemblies.
1.2RELATEDWORK:
A.SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B.Factoryglazedbymanufacturerinfollowingunits:
1. Soundresistantdoors:Section081113,HOLLOWMETALDOORSANDFRAMES,andSection
081400,WOODDOORS.
4. Mirrors:Section102800,TOILET,BATH,ANDLAUNDRYACCESSORIES.
1.3LABELS:
A. Temporarylabels:
1. Providetemporarylabeloneachlightofglassidentifyingmanufacturerorbrandandglass
type,qualityandnominalthickness.
2. LabelinaccordancewithNFRClabelrequirements.
3. TemporarylabelsaretoremainintactuntilglassisapprovedbyContractingOfficer
Representative(COR).
B. Permanentlabels:
1. Locateincornerforeachpane.
2. LabelinaccordancewithANSIZ97.1andSGCClabelrequirements.
a. Temperedglass.
b. Laminatedglassorhavecertificateforpaneswithoutpermanentlabel.
c. Organiccoatedglass.
4.Fireratedglazingassemblies:MarkinaccordancewithIBC.
1.4PERFORMANCEREQUIREMENTS:
A. General:DesignglazingsystemconsistentwithguidanceandpracticespresentedintheGANA
GlazingManual,GANALaminatedGlazingManual,andGANASealantManual,asapplicableto
project.Installedglazingistowithstandappliedloads,thermalstresses,thermalmovements,
buildingmovements,permittedtolerances,andcombinationsoftheseconditionswithout
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failure,includinglossorglassbreakageattributabletodefectivemanufacture,fabrication,or
installation;failureofsealantsorgasketstoremainwatertightandairtight;deteriorationof
glazingmaterials;unsafeengagementoftheframingsystem;deflectionsbeyondspecified
limits;orotherdefectsinconstruction.
B. GlazingUnitDesign:Designglass,includingengineeringanalysismeetingrequirementsof
authoritieshavingjurisdiction.Thicknesseslistedareminimum.Coordinatethicknesseswith
framingsystemmanufacturers.
1. DesignglassinaccordancewithASTME1300,andforconditionsbeyondthescopeofASTM
E1300,byaproperlysubstantiatedstructuralanalysis.
1.5SUBMITTALS:
A. InaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittals,asdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C.Manufacturer'sCertificates:
1. Certificatestatingthatfire-protectionandfire-resistiveglazingunitsmeetcode
requirementsforfire-resistance-ratedassemblyandapplicablesafetyglazingrequirements.
2. Certificateonsolarheatgaincoefficientwhenvalueisspecified.
3. Certificateon"R"valuewhenvalueisspecified.
4. Certificatetestreportsconfirmingcompliancewithspecifiedbulletresistiverating.
5. Certificatethatblastresistantglassmeetsthespecifiedrequirements.
D. ManufacturerWarranty.
E. Manufacturer'sLiteratureandData:
1. Glass,eachkindrequired.
2. Insulatingglassunits.
3. Transparent(one-wayvisionglass)mirrors.
4. Elasticcompoundformetalsashglazing.
5. Putty,forwoodsashglazing.
6. Glazingcushion.
7. Sealingcompound.
8. Bulletresistivematerial.
9. Plasticglazingmaterial,eachtyperequired.
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F. Samples:
1. Size:305mmby305mm(12inchesby12inches).
2. Tintedglass.
3. Reflectiveglass.
4. Transparent(one-wayvisionglass)mirrors.
G. PreconstructionAdhesionandCompatibilityTestReport:Submitglazingsealantmanufacturer’s
testreportindicatingglazingsealantsweretestedforadhesiontoglassandglazingchannel
substratesandforcompatibilitywithglassandotherglazingmaterials.
1.6DELIVERY,STORAGEANDHANDLING:
A. Delivery:Scheduledeliverytocoincidewithglazingschedulessominimumhandlingofcratesis
required.Donotopencratesexceptasrequiredforinspectionforshippingdamage.
B. Storage:Storecasesaccordingtoprintedinstructionsoncase,inareasleastsubjecttotrafficor
fallingobjects.Keepstorageareacleananddry.
C. Handling:Unpackcasesfollowingprintedinstructionsoncase.Stackindividualwindowsonedge
leanedslightlyagainstuprightsupportswithseparatorsbetweeneach.
D. Protectlaminatedsecurityglazingunitsagainstfaceandedgedamageduringentiresequenceof
fabrication,handling,anddeliverytoinstallationlocation.Provideprotectivecoveringon
exposedfacesofglazingplastics,andmarkinsideas"INTERIORFACE"or"PROTECTEDFACE":
1. Treatsecurityglazingasfragilemerchandise,andpackagedandshippedinexportwood
caseswithwidthendinuprightpositionandblockedtogetherinamass.Storageand
handlingtocomplywithmanufacturer'sdirectionsandasrequiredtopreventedgedamage
orotherdamagetoglazingresultingfromeffectsofmoisture,condensation,temperature
changes,directexposuretosun,otherenvironmentalconditions,andcontactwithchemical
solvents.
2. Protectsealed-air-spaceinsulatingglazingunitsfromexposuretoabnormalpressure
changes,ascouldresultfromsubstantialchangesinaltitudeduringdeliverybyairfreight.
Providetemporarybreathertubeswhichdonotnullifyapplicablewarrantiesonhermetic
seals.
3. Temporaryprotections:Theglassfrontandpolycarbonatebackofglazingaretobe
temporarilyprotectedwithcompatible,peelable,heat-resistantfilmwhichwillbepeeled
forinspectionsandre-appliedandfinallyremovedafterdoorsandwindowsareinstalledat
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destination.Sincemanyadhesiveswillattackpolycarbonate,thefilmusedonexposed
polycarbonatesurfacesistobeapprovedandappliedbymanufacturer.
4. Edgeprotection:Tocushionandprotectglassclad,andpolycarbonateedgesfrom
contaminationorforeignmatter,thefour(4)edgesaretobesealedthedepthofglazing
withcontinuousstandard-thicknessthermoplasticrubbertape.Alternatively,continuous
channelshapedextrusionofthermoplasticrubberaretobeused,withflangesextending
intofacesidesofglazing.
5. Protect"ConstantTemperature"unitsincludingeveryunitwhereglasssheetisdirectly
laminatedtoordirectlysealedwithmetal-tubetypespacerbartopolycarbonatesheet,
fromexposurestoambienttemperaturesoutsidetherangeof16to24degreesC(60to75
degreesF),duringthefabricating,handling,shipping,storing,installation,andsubsequent
protectionofglazing.
1.7PROJECTCONDITIONS:
FieldMeasurements:Fieldmeasureopeningsbeforeorderingtemperedglassproductsto
assumeforproperfitoffieldmeasuredproducts.
1.8WARRANTY:
A. ConstructionWarranty:ComplywiththeFARclause52.246-21“WarrantyofConstruction”.
B.ManufacturerWarranty:Manufacturershallwarrantytheirglazingfromthedateofinstallation
andfinalacceptancebytheGovernmentasfollows.Submitmanufacturerwarranty.
1. Bulletresistiveplasticmaterialtoremainvisiblyclearwithoutdiscolorationfor10years.
2. Insulatingglassunitstoremainsealedforten(10)years.
3. Laminatedglassunitstoremainlaminatedforfive(5)years.
4. Polycarbonatetoremainclearandultravioletlightstabilizedforfive(5)years.
5. Insulatingplastictonothavemorethan6percentdecreaseinlighttransmissionandbe
ultravioletlightstabilizedforten(10)years.
1.9APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedintextbybasicdesignationonly.
B. AmericanArchitecturalManufacturersAssociation(AAMA):
800.............................................TestMethodsforSealants
810.1-77.....................................ExpandedCellularGlazingTape
C. AmericanNationalStandardsInstitute(ANSI):
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Z97.1-14.....................................SafetyGlazingMaterialUsedinBuilding-SafetyPerformance
SpecificationsandMethodsofTest
D. AmericanSocietyofCivilEngineers(ASCE):
7-10............................................WindLoadProvisions
E. ASTMInternational(ASTM):
C542-05(R2011).........................Lock-StripGaskets
C716-06......................................InstallingLock-StripGasketsandInfillGlazingMaterials
C794-10......................................Adhesion-in-PeelofElastomericJointSealants
C864-05(R2011).........................DenseElastomericCompressionSealGaskets,SettingBlocks,
andSpacers
C920-14a....................................ElastomericJointSealants
C964-07(R2012).........................StandardGuideforLock-StripGasketGlazing
C1036-11(R2012).......................FlatGlass
C1048-12....................................Heat-TreatedFlatGlass-KindHS,KindFTCoatedandUncoated
Glass.
C1172-14....................................LaminatedArchitecturalFlatGlass
C1349-10....................................StandardSpecificationforArchitecturalFlatGlassClad
Polycarbonate
C1376-10....................................PyrolyticandVacuumDepositionCoatingsonFlatGlass
D635-10.....................................RateofBurningand/orExtentandTimeofBurningofSelf-
SupportingPlasticinaHorizontalPosition
D4802-10...................................Poly(MethylMethacrylate)AcrylicPlasticSheet
E84-14........................................SurfaceBurningCharacteristicsofBuildingMaterials
E119-14......................................StandardTestMethodsforFireTestofBuildingConstruction
andMaterial
E1300-12a..................................LoadResistanceofGlassinBuildings
E1886-13a..................................StandardTestMethodforPerformanceofExteriorWindows,
CurtainWalls,Doors,andImpactProtectiveSystemsImpacted
byMissile(s)andExposedtoCyclicPressureDifferentials
E1996-14a..................................StandardSpecificationforPerformanceofExteriorWindows,
CurtainWalls,Doors,andImpactProtectiveSystemsImpacted
byWindborneDebrisinHurricanes
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E2141-12....................................TestMethodsforAssessingtheDurabilityofAbsorptive
ElectrochromicCoatingsonSealedInsulatingGlassUnits
E2190-10....................................InsulatingGlassUnit
E2240-06....................................TestMethodforAssessingtheCurrent-VoltageCyclingStability
at90DegreeC(194DegreeF)ofAbsorptiveElectrochromic
CoatingsonSealedInsulatingGlassUnits
E2241-06....................................TestMethodforAssessingtheCurrent-VoltageCyclingStability
atRoomTemperatureofAbsorptiveElectrochromicCoatingson
SealedInsulatingGlassUnits
E2354-10....................................AssessingtheDurabilityofAbsorptiveElectrochromicCoatings
withinSealedInsulatingGlassUnits
E2355-10....................................TestMethodforMeasuringtheVisibleLightTransmission
UniformityofanAbsorptiveElectrochromicCoatingonaGlazing
Surface
F1233-08....................................StandardTestMethodforSecurityGlazingMaterialsand
Systems
F1642-12....................................TestMethodforGlazingandGlazingSystemsSubjecttoAirblast
Loadings
E. CodeofFederalRegulations(CFR):
16CFR1201-10..........................SafetyStandardforArchitecturalGlazingMaterials
F. GlassAssociationofNorthAmerica(GANA):
2010Edition...............................GANAGlazingManual
2008Edition...............................GANASealantManual
2009Edition...............................GANALaminatedGlazingReferenceManual
2010Edition...............................GANAProtectiveGlazingReferenceManual
G. InternationalCodeCouncil(ICC):
IBC..............................................InternationalBuildingCode
H.InsulatingGlassCertificationCouncil(IGCC)
I.InsulatingGlassManufacturerAlliance(IGMA):
TB-3001-13................................GuidelinesforSlopedGlazing
TM-3000....................................NorthAmericanGlazingGuidelinesforSealedInsulatingGlass
UnitsforCommercialandResidentialUse
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J.IntertekTestingServices–WarnockHersey(ITS-WHI)
K.NationalFireProtectionAssociation(NFPA):
80-13..........................................FireDoorsandWindows
252-12........................................FireTestsofDoorAssemblies
257-12........................................StandardonFireTestforWindowandGlassBlockAssemblies
L. NationalFenestrationRatingCouncil(NFRC)
M. SafetyGlazingCertificationCouncil(SGCC)2012:
CertifiedProductsDirectory(IssuedSemi-Annually).
N. UnderwritersLaboratories,Inc.(UL):
9-08(R2009)...............................FireTestsofWindowAssemblies
263-14........................................FireTestsofBuildingConstructionandMaterials
752-11........................................Bullet-ResistingEquipment.
O. UnifiedFacilitiesCriteria(UFC):
4-010-01-03(R2007)...................DODMinimumAntiterrorismStandardsforBuildings
P. U.S.VeteransAdministration:
PhysicalSecurityDesignManualforVAFacilities(VAPSDG);LifeSafetyProtected
PhysicalSecurityDesignManualforVAFacilities(VAPSDG);MissionCriticalFacilities
ArchitecturalDesignManualforVAFacilities(VASDM)
Q. EnvironmentalProtectionAgency(EPA):
40CFR59(2014).........................NationalVolatileOrganicCompoundEmissionStandardsfor
ConsumerandCommercialProducts
PART2-PRODUCT
2.1GLASS:
A. Provideminimumthicknessstatedandasadditionallyrequiredtomeetperformance
requirements.
1. Provideminimum6mm(1/4inch)thickglassunitsunlessotherwiseindicated.
B. Obtainglassunitsfromsinglesourcefromsinglemanufacturerforeachglasstype.
C. ClearGlass:
1. ASTMC1036,TypeI,Class1,Qualityq3.
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2.2HEAT-TREATEDGLASS:
A. RollerWaveLimitsforHeat-TreatedGlass:Orientallrollerwavedistortionparalleltobottom
surfaceofglazing,andprovideunitscomplyingwiththefollowinglimitations:
1. MeasurementParalleltoLine:Maximumpeaktovalley0.203mm(0.008inch).
2. MeasurementPerpendiculartoLine:Maximum0.0254mm(0.001inch).
3. Bow/Warp:Maximum50percentofbowandwarpallowedbyASTMC1048.
B. ClearTemperedGlass:
1. ASTMC1048,KindFT,ConditionA,TypeI,Class1,Qualityq3.
2.3LAMINATEDGLASS:
A. LaminatedGlass:ASTMC1172.Twoormorelitesofglassbondedwithpolyvinylbutyral,
ionomericpolymer,orcast-in-placeandcured-transparent-resininterlayercomplyingwith
interlayermanufacturer'swritteninstructions.
B. Interlayer:Usemin.0.75mm(0.030inch)thickinterlayerforverticalglazingunlessotherwise
indicatedinconstructiondocuments.
C. Interlayer:Use1.5mm(0.060inch)thickinterlayerfor:
1. Horizontalorslopedglazing.
2. Acousticalglazing.
3. Assembliesrequiringheatstrengthenedorfullytemperedglass.
D. Interlayer:Use2.28mm(0.090inch)thickinterlayerwhererequiredtomeetperformance
requirements.
E. InterlayerColor:Clear,unlessotherwiseindicatedinconstructiondocuments.
2.4FIREPROTECTIONANDFIRERESISTANCEGLAZING:
A. Fire-Protection-RatedGlazing:Glazingunitstestedforuseinfiredoorassembliesorfire
windows,UL,ITS-WHIorequivalentlistedandlabeledbytestingagencyinaccordancewithIBC,
forfire-protectionratingsasindicatedonconstructiondocuments,baseduponpositive-
pressuretestingperNFPA257orUL9,andcomplyingwithNFPA80.
1. Hose-StreamTest:Unitsmustcomply,exceptunitshavingfire-protectionratingof20
minutes.
2. Labeling:Permanentlylabelfire-protection-ratedglazingunitsinaccordancewithIBC.
4. SafetyGlazing:Complywith16CFR1201,CategoryII.
5.Fire-Protection-RatedTemperedGlass:For20-minutefire-protection-rateddoorassemblies,
ofthicknessscheduled.
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2.5GLAZINGACCESSORIES:
A. Asrequiredtosupplementtheaccessoriesprovidedwiththeitemstobeglazedandtoprovidea
completeinstallation.Ferrousmetalaccessoriesexposedinthefinishedworkaretohavea
finishthatwillnotcorrodeorstainwhileinservice.Fireratedglazingtobeinstalledwithglazing
accessoriesinaccordancewiththemanufacturer’sinstallationinstructions.
B. SettingBlocks:ASTMC864:
1. Siliconetype.
2.Channelshape;having6mm(1/4inch)internaldepth.
3. ShoreAhardnessof80to90Durometer.
4. Blocklengths:50mm(2inches)except100to150mm(4to6inches)forinsulatingglass.
5. Blockwidth:Approximately1.6mm(1/16inch)lessthanthefullwidthoftherabbet.
6. Blockthickness:Minimum4.8mm(3/16inch).Thicknesssizedforrabbetdepthasrequired.
C. Spacers:ASTMC864:
1. Channelshapehavinga6mm(1/4inch)internaldepth.
2. Flangesnotless2.4mm(3/32inch)thickandweb3mm(1/8inch)thick.
3. Lengths:25to76mm(1to3inches).
4. Shoreahardnessof40to50Durometer.
D. GlazingTapes:
1. Semi-solidpolymericbasedclosedcellmaterialexhibitingpressure-sensitiveadhesionand
withstandingexposuretosunlight,moisture,heat,cold,andaging.
2. Shape,sizeanddegreeofsoftnessandstrengthsuitableforuseinglazingapplicationto
preventwaterinfiltration.
3.ComplyingwithAAMA800forthefollowingtypes:
a. AAMA810.1,Type1,forglazingapplicationsinwhichtapeactsastheprimarysealant.
b.AAMA810.1,Type2,forglazingapplicationsinwhichtapeisusedincombinationwitha
fullbeadofliquidsealant.
E. SpringSteelSpacer:Galvanizedsteelwireorstripdesignedtopositionglazinginchannelor
rabbetedsashwithstops.
F. GlazingSealants:ASTMC920,siliconeneutralcure:
1. TypeS.
2. Class25or50asrecommendedbymanufacturerforapplication.
3. GradeNS.
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4. ShoreAhardnessof25to30Durometer.
5.VOCContent:Forsealantsusedinsidetheweatherproofingsystem,notmorethan250g/Lor
lesswhencalculatingaccordingto40CFR59,(EPAMethod24).
PART3-EXECUTION
3.1EXAMINATION:
A. VerificationofConditions:
1. Examineopeningsforglassandglazingunits;determinetheyarepropersize;plumb;
square;andlevelbeforeinstallationisstarted.
2. Verifythatglazingopeningsconformwithdetails,dimensionsandtolerancesindicatedon
manufacturerisapprovedshopdrawings.
B. Reviewforconditionswhichmayadverselyaffectglassandglazingunitinstallation,priorto
commencementofinstallation.Donotproceedwithinstallationuntilunsatisfactoryconditions
havebeencorrected.
C. Verifythatwashdownofadjacentmasonryiscompletedpriortoerectionofglassandglazing
units.
3.2PREPARATION:
A. Forsealantglazing,prepareglazingsurfacesinaccordancewithGANASealantManual.
B. Determineglazingunitsizeandedgeclearancesbymeasuringtheactualunittoreceivethe
glazing.
C. Shopfabricateandcutglasswithsmooth,straightedgesoffullsizerequiredbyopeningsto
provideGANArecommendededgeclearances.
D. Verifythatcomponentsusedarecompatible.
E. Cleananddryglazingsurfaces.
F. Primesurfacesscheduledtoreceivesealants,asdeterminedbypreconstructionsealant-
substratetesting.
3.3INSTALLATION–GENERAL:
A. InstallinaccordancewithGANAGlazingManual,GANASealantManual,IGMATB-3001,and
IGMATM-3000unlessspecifiedotherwise.
B. Glazeinaccordancewithrecommendationsofglazingandframingmanufacturers,andas
requiredtomeetthePerformanceTestRequirementsspecifiedinotherapplicablesectionsof
specifications.
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C. Setglazingwithoutbending,twisting,orforcingofunits.
D. Donotallowglasstorestonorcontactanyframingmember.
E. Glazedoorsandoperablesash,inasecurelyfixedorclosedandlockedposition,untilsealant,
glazingcompound,orputtyhasthoroughlyset.
G. TemperedGlass:Installwithrollerdistortionsinhorizontalpositionunlessotherwisedirected.
J. LaminatedGlass:
1. Tapeedgestosealinterlayerandprotectfromglazingsealants.
2. Donotuseputtyorglazingcompounds.
L. FireProtectiveandFireResistanceGlass:
1. WireGlass:GlazeinaccordancewithNFPA80.
2. Otherfireprotectiveandfireresistantglass:Glazeinaccordancewithmanufacturer’s
installationinstructionsandNFPA80.
3.4INSTALLATION-INTERIORWET/DRYMETHOD(TAPEANDSEALANT):
A. Cutglazingtapetolengthandinstallagainstpermanentstops,projecting1.6mm(1/16inch)
abovesightline.
B. Placesettingblocksat1/4pointswithedgeblocknomorethan150mm(6inches)fromcorners.
C. Restglazingonsettingblocksandpushagainsttapetoensurefullcontactatperimeterofpane
orunit.
D. Installremovablestops,spacershimsinsertedbetweenglazingandappliedstopsat600mm(24
inch)intervals,6mm(1/4inch)belowsightline.
E. Fillgapsbetweenpaneandappliedstopwithsealanttodepthequaltobiteonglazing,to
uniformandlevelline.Sealanttypeistobecompatiblewithglazingtape.
F. Trimprotrudingtapeedge.
3.5REPLACEMENTANDCLEANING:
A. Cleannewglasssurfacesremovingtemporarylabels,paintspots,anddefacementafterapproval
byCOR.
B. Replacecracked,broken,andimperfectglass,orglasswhichhasbeeninstalledimproperly.
C. Leaveglass,putty,andothersettingmaterialinclean,whole,andacceptablecondition.
3.6PROTECTION:
A. Protectfinishedsurfacesfromdamageduringerection,andaftercompletionofwork.Strippable
plasticcoatingsoncoloredanodizedfinisharenotacceptable.
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SECTION090516SUBSURFACEPREPARATIONFORFLOORFINISHES
PART1-GENERAL
1.1DESCRIPTION
Thissectionspecifiessubsurfacepreparationrequirementsforareastoreceivetheinstallationof
appliedandresinousflooring.Thissectionincludes:
removalofexistingfloorcoverings,
testingconcreteformoistureandpH,
remedialfloorcoatingforconcretefloorslabshavingunsatisfactorymoistureorpH
conditions,and
floorlevelingandrepairasrequired.
1.2RELATEDWORK
A. Section079200,JOINTSEALANTS.
B. Section096519,RESILIENTTILEFLOORING
D. Section096800,CARPETING
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATAandTESTDATA.
B. Writtenapprovalconfirmingproductcompatibilitywithsubfloormaterialmanufacturerandthe
flooringmanufacturer
C. ProductData:
1. Moistureremediationsystem
2. UnderlaymentPrimer
3. CementitiousSelf-LevelingUnderlayment
4. CementitiousTrowel-AppliedUnderlayment(Notsuitableforresinousfloorfinishes)
D. TestData:
1. MoisturetestandpHresultsperformedbyaqualifiedindependenttestingagencyor
warrantyholdingmanufacturer’stechnicalrepresentative.
1.4DELIVERYANDSTORAGE
A. Delivermaterialsincontainerswithlabelslegibleandintactandgrade-sealsunbroken.
B. Storematerialtopreventdamageorcontamination.
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1.5APPLICABLEPUBLICATIONS
A. Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publications
arereferencedintextbybasicdesignationonly.Notwithstandingthedatereferencedbelow,
complywiththemostrecentversionofthefollowingreferencedstandards,issuedpriorto
awardofthisProject.
B. AmericanSocietyforTestingandMaterials(ASTM):
D638-10(2010) TestMethodforTensilePropertiesofPlastics
D4259-88(2012)
StandardPracticeforAbradingConcretetoalterthesurfaceprofileoftheconcreteandtoremoveforeignmaterialsandweaksurfacelaitance.
C109/C109M-12(2012)
StandardTestMethodforCompressiveStrengthofHydraulicCementMortars(Using2-in.or[50-mm]CubeSpecimens)ModifiedAirCureOnly
D7234-12(2012) StandardTestMethodforPull-OffAdhesionStrengthofCoatingsonConcreteUsingPortablePull-OffAdhesionTesters.
E96/E96M-12(2012) StandardTestMethodsforWaterVaporTransmissionofMaterials
F710-11(2011) StandardPracticeforPreparingConcreteFloorstoReceiveResilientFlooring
F1869-11(2011) StandardTestMethodforMeasuringMoistureVaporEmissionRateofConcreteSubfloorUsingAnhydrousCalciumChloride
F2170-11(2011) StandardTestMethodforDeterminingRelativeHumidityinConcreteFloorSlabsUsinginsituProbes
C348-08(2008) StandardTestMethodforFlexuralStrengthofHydraulic-CementMortars
C191-13(2013) StandardTestMethodforTimeofSettingofHydraulicCementbyVicatNeedle
PART2-PRODUCTS
2.1MOISTUREREMEDIATIONCOATING
A. SystemDescriptions:
1. High-solids,epoxysystemdesignedtosuppressexcessmoistureinconcretepriortoan
overlayment.Foruseunderresinousproducts,VCT,tileandcarpetwhereissuescausedby
moisturevaporareaconcern.
B. Products:Subjecttocompliancewithapplicablefire,health,environmental,andsafety
requirementsforstorage,handling,installation,andcleanup.
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C. SystemComponents:Verifyspecificrequirementsassystemsvarybymanufacturer.Verifybuild
uplayersandinstallationmethod.Verifycompatibilitywithsubstrate.Usemanufacturer’s
standardcomponents,compatiblewitheachotherandasfollows:
1. Liquidappliedcoating:
a. Resin:epoxy.
b. FormulationDescription:Multiplecomponenthighsolids.
c. Application:Permanufacturer’swritteninstallationrequirements.
d. Thickness:minimum10mils
D. MaterialVaporPermeance:Applicationshallachieveapermeanceratingoflessthan0.1perm
inaccordancewithASTME96/E96M.
E. MaximumRHrequirement:100%testinginaccordancewithASTMF2170.
2.2CEMENTITIOUSSELF-LEVELINGUNDERLAYMENT
A. SystemDescriptions:
1. Highperformanceself-levelingunderlaymentresurfacer.Singlecomponent,self-leveling,
cementitiousmaterialdesignedforeasyapplicationasanunderlaymentforalltypesof
flooringmaterials.Itisusedforsubstraterepairandleveling.
B. Products:Subjecttocompliancewithapplicablefire,health,environmental,andsafety
requirementsforstorage,handling,installation,andcleanup.Gypsum-basedproductsare
unacceptable.
Property Test Value
TensileStrength
ASTMD638 4,400psi
VolatileOrganicCompoundLimits(V.O.C.)
SCAMDRule1113 25gramsperliter
Permeance ASTME96 0.1perms
TensileModulus ASTMD638 1.9X105psi
PercentElongation ASTMD638 12%
CureRate Permanufacture’sData 4hoursTackfreewith24hrrecoatwindow
BondStrength ASTMD7234 100%bondtoconcretefailure
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C. SystemCharacteristics:
1. WearingSurface:smooth
2. Thickness:Perarchitecturaldrawings,rangingfromfeatherededgeto1”,perapplication.
Applicationsgreaterthan1”requireadditional3/8”aggregatetomixorasrecommended
bymanufacturer.
D. Underlaymentshallbecalciumaluminatecement-based,containingPortlandcement.Gypsum-
basedproductsareunacceptable.
E. CompressiveStrength:Minimum4100psiin28daysinaccordancewithASTMC109/C109M.
F. FlexuralStrength:Minimum1000psiin28daysinaccordancewithASTMC348
G. DryTime:Underlaymentshallreceivetheapplicationofmoistureinsensitivetilein6hours,floor
coveringsin16hours,andresinousflooringin3-7days.
H. Primer:compatibleandasrecommendedbymanufacturerforuseoverintendedsubstrate
I. SystemComponents:Manufacturer'sstandardcomponentsthatarecompatiblewitheach
otherandasfollows:
1. Primer:
a. Resin:copolymer
b. FormulationDescription:singlecomponentreadytouse.
c. ApplicationMethod:Squeegeeandmediumnaproller.
Allpuddlesshallberemoved,andmaterialshallbeallowedtodry,1-2hoursat70F/21C.
d. NumberofCoats:(1)one.
2. GroutResurfacingBase:
a. FormulationDescription:Singlecomponent,cementitiousself-levelinghigh-earlyand
high-ultimatestrengthgrout.
b. ApplicationMethod:colloidalmixpump,camrake,spikeroll.
1) ThicknessofCoats:Perarchitecturalscope,1”lifts.
2) NumberofCoats:Morethanoneifneeded.
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c. Aggregates:forapplicationsgreaterthan1inch,requireadditional3/8”aggregateto
m
i
x
.
2.3CEMENTITIOUSTROWEL-APPLIEDUNDERLAYMENT(NOTSUITABLEFORRESINOUSFLOORFINISHES)
A. Underlaymentshallbecalciumaluminatecement-based,containingPortlandcement.Gypsum-
basedproductsareunacceptable.
B. CompressiveStrength:Minimum4000psiin28days
C. Trowel-appliedunderlaymentshallnotcontainsilicaquartz(sand).
D. DryTime:Underlaymentshallreceivetheapplicationoffloorcoveringin15-20minutes.
PART3-EXECUTION
3.1ENVIRONMENTALREQUIREMENTS
A. Maintainambienttemperatureofworkareasatnotlessthan16degreeC(60degreesF),
withoutinterruption,fornotlessthan24hoursbeforetestingandnotlessthanthreedaysafter
testing.
B. Maintainhighertemperaturesforalongerperiodoftimewhererequiredbymanufacturer's
recommendation.
C. Donotinstallmaterialswhenthetemperaturesofthesubstrateormaterialsarenotwithin60-
85degreesF/16-30degreesC.
3.2SURFACEPREPARATION
A. Existingconcreteslabswithexistingfloorcoverings:
Property Test Value
CompressiveStrength ASTMC109/C109M 2,200psi@24hrs
3,000psi@7daysInitialsettimeFinalSettime ASTMC191 30-45min.
1to1.5hoursBondStrength ASTMD7234 100%bondtoconcrete
failure
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1. Conductvisualobservationofexistingfloorcoveringforadhesion,waterdamage,alkaline
deposits,andotherdefects.
2. Removeexistingfloorcoveringandadhesives.Complywithlocal,stateandfederal
regulationsandtheRFCIRecommendedWorkPracticesforRemovalofResilientFloor
Coverings,asapplicabletothefloorcoveringbeingremoved.
B. ConcreteshallmeettherequirementsofASTMF710andbesound,solid,clean,andfreeofall
oil,grease,dirt,curingcompounds,andanysubstancethatmightactasabond-breakerbefore
application.Asrequiredprepareslabbymechanicalmethods.Nochemicalsorsolventsshallbe
used.
C. General:Prepareandcleansubstratesaccordingtoflooringmanufacturer'swritteninstructions
forsubstrateindicated.
D. PrepareconcretesubstratesperASTMD4259asfollows:
1. Dryabrasiveblasting.
2. Wetabrasiveblasting.
3. Vacuum-assistedabrasiveblasting.
4. Centrifugal-shotabrasiveblasting.
5. Complywithmanufacturer'swritteninstructions.
E. Repairdamagedanddeterioratedconcreteaccordingtoflooringmanufacturer'swritten
recommendations.
F. Verifythatconcretesubstratesaredry.
G. Performanhydrouscalciumchloridetest,ASTMF1869.Proceedwithapplicationonlyafter
substrateshavemaximummoisture-vapor-emissionrateofperflooringmanufacturesformal
andprojectspecificwrittenrecommendation.
H. Performinsituprobetest,ASTMF2170.Proceedwithapplicationonlyaftersubstratesdonot
exceedamaximumpotentialequilibriumrelativehumidityperflooringmanufacture’sformal
andprojectspecificwrittenrecommendation.
I. Provideawrittenreportshowingtestplacementandresults.
J. PreparejointsinaccordancewithSection079200,JOINTSEALANTSandmaterial
manufacturer’sinstructions.
K. Alkalinity:MeasuresurfacepHinaccordancewithproceduresprovidedinASTMF710oras
outlinedbyqualifiedtestingagencyorflooringmanufacturer’stechnicalrepresentative.
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L. Tolerances:Subsurfaceshallmeettheflatnessandlevelnesstolerancespecifiedondrawingsor
recommendedbythefloorfinishmanufacturer.Toleranceshallalsonottoexceed1/4”
deviationin10’.Asrequired,installunderlaymenttoachieverequiredtolerance.
M. OtherSubsurface:Forallothersubsurfaceconditions,suchaswoodormetal,contactthefloor
finishorunderlaymentmanufacturer,asappropriate,forproperpreparationpractices.
3.3MOISTUREREMEDIATIONCOATING:
A. Whereresultsofrelativehumiditytesting(ASTMF2170)exceedtherequirementsofthe
specifiedflooringmanufacturer,applyremedialcoatingasspecifiedtocorrectexcessive
moisturecondition.
B. Priortoremedialfloorcoatinginstallation,mechanicallypreparetheconcretesurfacetoprovide
aconcretesurfaceprofileinaccordancewithASTMD4259.
C. Mixandapplymoistureremediationcoatinginaccordancewithmanufacturer’sinstructions.
3.4CEMENTITOUSUNDERLAYMENT:
A. Installcementitiousself-levelingunderlaymentasrequiredtocorrectsurfacedefects,floor
flatnessorlevelnesscorrectionstomeetthetolerancerequirementsasordetailedondrawings,
addressnon-movingcracksorjoints,provideasmoothsurfacefortheinstallationoffloor
covering,ormeetelevationrequirementsdetailedondrawings.
B. Mixandapplyinaccordancewithmanufacturer'sinstructions.
3.5PROTECTION
A. Priortotheinstallationofthefinishflooring,thesurfaceoftheunderlaymentshouldbe
protectedfromabusebyothertradesbytheuseofplywood,temperedhardwood,orother
suitableprotectioncourse
3.6FIELDQUALITYCONTROL
A. Wherespecified,fieldsamplingofproductsshallbeconductedbyaqualified,independent
testingfacility.
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SECTION092216NON-STRUCTURALMETALFRAMING
PART1-GENERAL
1.1DESCRIPTION
Thissectionspecifiessteelstudswallsystems,shaftwallsystems,ceilingorsoffitsuspendedor
furredframing,wallfurring,fasteners,andaccessoriesforthescrewattachmentofgypsum
board,plasterbasesorotherbuildingboards.
1.2RELATEDWORK
A. Supportforwallmounteditems:Section055000,METALFABRICATIONS.
B. Ceilingsuspensionsystemsforacousticaltileorpanelsandlayingypsumboardpanels:Section
095100,ACOUSTICALCEILINGS//Section092900,GYPSUMBOARD.
1.3TERMINOLOGY
A. DescriptionoftermsshallbeinaccordancewithASTMC754,ASTMC11,ASTMC841andas
specified.
B. UndersideofStructureOverhead:Inspaceswheresteeltrussesorbarjoistsareshown,the
undersideofstructureoverheadshallbetheundersideofthefloororroofconstruction
supportedbybeams,trusses,orbarjoists.Ininterstitialspaceswithwalk-onfloorsthe
undersideofthewalk-onflooristheundersideofstructureoverhead.
C. Thicknessofsteelspecifiedistheminimumbare(uncoated)steelthickness.
1.4SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:
1. Studs,runnersandaccessories.
2. Hangerinserts.
3. Channels(Rolledsteel).
4. Furringchannels.
5. Screws,clipsandotherfasteners.
C. ShopDrawings:
1. Typicalceilingsuspensionsystem.
2. Typicalmetalstudandfurringconstructionsystemincludingdetailsaroundopeningsand
cornerdetails.
3. Typicalshaftwallassembly
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4. Typicalfireratedassemblyandcolumnfireproofingshowingdetailsofconstructionsameas
thatusedinfireratingtest.
D. TestResults:Fireratingtestdesignation,eachfireratingrequiredforeachassembly.
1.5DELIVERY,IDENTIFICATION,HANDLINGANDSTORAGE
InaccordancewiththerequirementsofASTMC754.
1.6APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. AmericanSocietyForTestingAndMaterials(ASTM)
A641-09.....................................Zinc-Coated(Galvanized)CarbonSteelWire
A653/653M-11..........................SpecificationforSteelSheet,ZincCoated(Galvanized)orZinc-
IronAlloy-Coated(Galvannealed)byHot-DipProcess.
C11-10........................................TerminologyRelatingtoGypsumandRelatedBuildingMaterials
andSystems
C635-07......................................Manufacture,Performance,andTestingofMetalSuspension
SystemforAcousticalTileandLay-inPanelCeilings
C636-08......................................InstallationofMetalCeilingSuspensionSystemsforAcoustical
TileandLay-inPanels
C645-09......................................Non-StructuralSteelFramingMembers
C754-11......................................InstallationofSteelFramingMemberstoReceiveScrew-
AttachedGypsumPanelProducts
C841-03(R2008).........................InstallationofInteriorLathingandFurring
C954-10......................................SteelDrillScrewsfortheApplicationofGypsumPanelProducts
orMetalPlasterBasestoSteelStudsfrom0.033in.(0.84mm)
to0.112in.(2.84mm)inThickness
E580-11......................................ApplicationofCeilingSuspensionSystemsforAcousticalTile
andLay-inPanelsinAreasRequiringModerateSeismic
Restraint.
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PART2-PRODUCTS
2.1PROTECTIVECOATING
Galvanizesteelstuds,runners(track),rigid(hatsection)furringchannels,"Z"shapedfurring
channels,andresilientfurringchannels,withcoatingdesignationofG-60minimum,perASTM
123.
2.2STEELSTUDSANDRUNNERS(TRACK)
A. ASTMC645,modifiedforthicknessspecifiedandsizesasshown.
1. UseASTMA653/A653Msteel,0.8mm(0.0329-inch)thickbaremetal(33mil).
2. Runnerssamethicknessasstuds.
B. Providenotlessthantwocutoutsinwebofeachstud,approximately300mm(12inches)from
eachend,andintermediatecutoutsonapproximately600mm(24-inch)centers.
C. Doubledstudsforopeningsandstudsforsupportingconcretebacker-board.
D. Studs3600mm(12feet)orlessinlengthshallbeinonepiece.
E. ShaftWallFraming:
1. Conformtoratedwallconstruction.
2. C-HStuds.
3. EStuds.
4. JRunners.
5. SteelJamb-Strut.
2.3FURRINGCHANNELS
A. Rigidfurringchannels(hatshape):ASTMC645.
B. Resilientfurringchannels:
1. Notlessthan0.45mm(0.0179-inch)thickbaremetal.
2. Semi-hatshape,onlyoneflangeforanchoragewithchannelweblegslottedonanchorage
side,channelweblegonothersidestiffensfastenersurfacebutshallnotcontactanchorage
surfaceotherchannellegisattachedto.
C. RolledSteelChannels:ASTMC754,coldrolled;or,ASTMC841,coldrolled.
2.4FASTENERS,CLIPS,ANDOTHERMETALACCESSORIES
A. ASTMC754,exceptasotherwisespecified.
B. Forfireratedconstruction:Typeandsizesameasusedinfireratingtest.
C. Fastenersforsteelstudsthickerthan0.84mm(0.033-inch)thick.UseASTMC954steeldrill
screwsofsizeandtyperecommendedbythemanufacturerofthematerialbeingfastened.
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D. Clips:ASTMC841(paragraph6.11),manufacturer’sstandarditems.Clipsusedinlieuoftiewire
shallhaveholdingpowerequivalenttothatprovidedbythetiewireforthespecificapplication.
E. Concreteceilinghangerinserts(anchorageforhangerwireandhangerstraps):Steel,
zinc-coated(galvanized),manufacturersstandarditems,designedtosupporttwicethehanger
loadsimposedandthetypeofhangerused.
F. TieWireandHangerWire:
1. ASTMA641,softtemper,Class1coating.
2. Gage(diameter)asspecifiedinASTMC754orASTMC841.
G. AttachmentsforWallFurring:
1. Manufacturersstandarditemsfabricatedfromzinc-coated(galvanized)steelsheet.
2. Forconcreteormasonrywalls:Metalslotswithadjustableinsertsoradjustablewallfurring
brackets.Spacersmaybefabricatedfrom1mm(0.0396-inch)thickgalvanizedsteelwith
corrugatededges.
H. PowerActuatedFasteners:Typeandsizeasrecommendedbythemanufacturerofthematerial
beingfastened.
2.5SUSPENDEDCEILINGSYSTEMFORGYPSUMBOARD(OPTION)
A. ConformtoASTMC635,heavyduty,withnotlessthan35mm(1-3/8inch)wideknurledcapped
flangefacedesignedforscrewattachmentofgypsumboard.
B. Walltrackchannelwith35mm(1-3/8inch)wideflange.
PART3-EXECUTION
3.1INSTALLATIONCRITERIA
A. Wherefireratedconstructionisrequiredforwalls,partitions,columns,beamsandfloor-ceiling
assemblies,theconstructionshallbesameasthatusedinfireratingtest.
B. Constructionrequirementsforfireratedassembliesandmaterialsshallbeasshownand
specified,theprovisionsoftheScopeparagraph(1.2)ofASTMC754andASTMC841regarding
detailsofconstructionshallnotapply.
3.2INSTALLINGSTUDS
A. InstallstudsinaccordancewithASTMC754,exceptasotherwiseshownorspecified.
B. Spacestudsnotmorethan610mm(24inches)oncenter.
C. Cutstuds6mmto9mm(1/4to3/8-inch)lessthanfloortoundersideofstructureoverhead
whenextendedtoundersideofstructureoverhead.
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D. Wherestudsareshowntoterminateabovesuspendedceilings,providebracingasshownor
extendstudstoundersideofstructureoverhead.
E. Extendstudstoundersideofstructureoverheadforfire,ratedpartitions,smokepartitions,
shafts,andsoundratedpartitions//andinsulatedexteriorwallfurring.//
F. Openings:
1. Framejambsofopeningsinstudpartitionsandfurringwithtwostudsplacedbacktobackor
asshown.
2. Fastenbacktobackstudstogetherwith9mm(3/8-inch)longTypeSpanheadscrewsatnot
lessthan600mm(twofeet)oncenter,staggeredalongwebs.
3. Studsfastenedflangetoflangeshallhavespliceplatesonbothsidesapproximately50X75
mm(2by3inches)screwedtoeachstudwithtwoscrewsineachstud.Locatespliceplates
at600mm(24inches)oncenterbetweenrunnertracks.
G. FasteningStuds:
1. Fastenstudslocatedadjacenttopartitionintersections,cornersandstudsatjambsof
openingstoflangeofrunnertrackswithtwoscrewsthrougheachendofeachstudand
flangeofrunner.
2. Donotfastenstudstotoprunnertrackwhenstudsextendtoundersideofstructure
overhead.
H. ChaseWallPartitions:
1. Locatecrossbracesforchasewallpartitionstopermittheinstallationofpipes,conduits,
carriersandsimilaritems.
2. Usestudsorrunnersascrossbracingnotlessthan63mm(2-1/2incheswide).
I. Formbuildingseismicorexpansionjointswithdoublestudsbacktobackspaced75mm(three
inches)apartplusthewidthoftheseismicorexpansionjoint.
J. Formcontroljoint,withdoublestudsspaced13mm(1/2-inch)apart.
3.3INSTALLINGWALLFURRINGFORFINISHAPPLIEDTOONESIDEONLY
A. InaccordancewithASTMC754,orASTMC841exceptasotherwisespecifiedorshown.
B. Wallfurring-StudSystem:
1. Framedwith63mm(2-1/2inch)ornarrowerstuds,600mm(24inches)oncenter.
2. BraceasspecifiedinASTMC754forWallFurring-StudSystemorbracewithsectionsor
runnersorstudsplacedhorizontallyatnotlessthanthreefootverticalintervalsonside
withoutfinish.
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3. SecurelyfastenbracestoeachstudwithtwoTypeSpanheadscrewsateachbearing.
C. Directattachmenttomasonryorconcrete;rigidchannelsor"Z"channels:
1. Installrigid(hatsection)furringchannelsat600mm(24inches)oncenter,horizontallyor
vertically.
2. Install"Z"furringchannelsverticallyspacednotmorethan600mm(24inches)oncenter.
3. Atcornerswhererigidfurringchannelsarepositionedhorizontally,providemiteredjointsin
furringchannels.
4. Endsofsplicedfurringchannelsshallbenestednotlessthan200mm(8inches).
5. Fastenfurringchannelstowallswithpower-actuateddrivepinsorhardenedsteelconcrete
nails.Wherechannelsarespliced,providetwofastenersineachflange.
6. Locatefurringchannelsatinteriorandexteriorcornersinaccordancewithwallfinish
materialmanufacturersprintederectioninstructions.Locate"Z"channelswithin100mm(4
inches)ofcorner.
D. InstallingWallFurring-BracketSystem:Spacefurringchannelsnotmorethan400mm(16
inches)oncenter.
3.4INSTALLINGSUPPORTSREQUIREDBYOTHERTRADES
A. Provideforattachmentandsupportofelectricaloutlets,plumbing,laboratoryorheating
fixtures,recessedtypeplumbingfixtureaccessories,accesspanelframes,wallbumpers,wood
seats,toiletstallpartitions,dressingboothpartitions,urinalscreens,chalkboards,tackboards,
wall-hungcasework,handrailbrackets,recessedfireextinguishercabinetsandotheritemslike
autodoorbuttonsandautodooroperatorssupportedbystudconstruction.
B. Provideadditionalstudswhererequired.Installmetalbackingplates,orspecialmetalshapesas
required,securelyfastenedtometalstuds.
3.5INSTALLINGFURREDANDSUSPENDEDCEILINGSORSOFFITS
A. InstallfurredandsuspendedceilingsorsoffitsinaccordancewithASTMC754orASTMC841
exceptasotherwisespecifiedorshownforscrewattachedgypsumboardceilingsandforplaster
ceilingsorsoffits.
1. Spaceframingat400mm(16-inch)centersformetallathanchorage.
2. Spaceframingat600mm(24-inch)centersforgypsumboardanchorage.
B. Newexposedconcreteslabs:
1. Usemetalinsertsrequiredforattachmentandsupportofhangersorhangerwireswithtied
wireloopsforembeddinginconcrete.
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2. FurnishforinstallationunderDivision3,CONCRETE.
3. Suspendedceilingsunderconcreteribconstructionshallhaverunnerchannelsatright
anglestoribsandbesupportedfromribswithhangersatendsandat1200mm(48-inch)
maximumintervalsalongchannels.Staggerhangersatalternatechannels.
C. Concreteslabsonsteeldeckingcompositeconstruction:
1. Usepulldowntabswhenavailable.
2. Usepoweractivatedfastenerswhendirectattachmenttostructuralframingcannotbe
accomplished.
D. Wherebarjoistsorbeamsaremorethan1200mm(48inches)apart,provideintermediate
hangerssothatspacingbetweensupportsdoesnotexceed1200mm(48inches).Useclips,
bolts,orwiretiesfordirectattachmenttosteelframing.
E. Existingconcreteconstructionexposedorconcreteonsteeldecking:
1. Usepoweractuatedfastenerseithereyepin,threadedstudsordrivepinsfortypeofhanger
attachmentrequired.
2. Installfastenersatapproximatemidheightofconcretebeamsorjoists.Donotinstallin
bottomofbeamsorjoists.
F. Steeldeckingwithoutconcretetopping:
1. Donotfastentosteeldecking0.76mm(0.0299-inch)orthinner.
2. Togglebolttodecking0.9mm(0.0359-inch)orthickeronlywhereanchoragetosteel
framingisnotpossible.
G. Installingsuspendedceilingsystemforgypsumboard(ASTMC635Option):
1. Installonlyforceilingstoreceivescrewattachedgypsumboard.
2. InstallinaccordancewithASTMC636.
a. Installmainrunnersspaced1200mm(48inches)oncenter.
b. Install1200mm(fourfoot)teesnotover600mm(24inches)oncenter;locateforedge
supportofgypsumboard.
c. Installwalltrackchannelatperimeter.
3.6TOLERANCES
A. Fasteningsurfaceforapplicationofsubsequentmaterialsshallnotvarymorethan3mm(1/8-inch)fromthelayoutline.
B. Plumbandalignverticalmemberswithin3mm(1/8-inch.)C. Leveloralignceilingswithin3mm(1/8-inch.)
---END---
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SECTION092900GYPSUMBOARD
PART1-GENERAL
1.1DESCRIPTION
Thissectionspecifiesinstallationandfinishingofgypsumboard.
1.2RELATEDWORK
A. Installationofsteelframingmembersforwalls,partitions,furring,soffits,andceilings:Section
054000,COLD-FORMEDMETALFRAMING,andSection092216,NON-STRUCTURALMETAL
FRAMING.
B. Sounddeadeningboard:Section072113,THERMALINSULATION.
C. AcousticalSealants:Section079200,JOINTSEALANTS.
D. Layingypsumboardceilingpanels:Section095100,ACOUSTICALCEILING.
1.3TERMINOLOGY
A. DefinitionsanddescriptionoftermsshallbeinaccordancewithASTMC11,C840,andas
specified.
B. UndersideofStructureOverhead:Inspaceswheresteeltrussesorbarjoistsareshown,the
undersideofstructureoverheadshallbetheundersideofthefloororroofconstruction
supportedbythetrussesorbarjoists.
C. "Yoked":Gypsumboardcutoutforopeningwithnojointattheopening(alongdoorjambor
abovethedoor).
1.4SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:
1. Cornerbeadandedgetrim.
2. Finishingmaterials.
3. Laminatingadhesive.
4. Gypsumboard,eachtype.
C. ShopDrawings:
1. Typicalgypsumboardinstallation,showingcornerdetails,edgetrimdetailsandthelike.
2. Typicalsoundratedassembly,showingtreatmentatperimeterofpartitionsand
penetrationsatgypsumboard.
3. Typicalshaftwallassembly.
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4. Typicalfireratedassemblyandcolumnfireproofing,indicatingdetailsofconstructionsame
asthatusedinfireratingtest.
D. Samples:
1. Cornerbead.
2. Edgetrim.
3. Controljoints.
E. TestResults:
1. Fireratingtest,eachfireratingrequiredforeachassembly.
2. Soundratingtest.
F. Certificates:Certifythatgypsumboardtypes,gypsumbackingboardtypes,cementitiousbacker
units,andjointtreatingmaterialsdonotcontainasbestosmaterial.
1.5DELIVERY,IDENTIFICATION,HANDLINGANDSTORAGE
InaccordancewiththerequirementsofASTMC840.
1.6ENVIRONMENTALCONDITIONS
InaccordancewiththerequirementsofASTMC840.
1.7APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. AmericanSocietyforTestingAndMaterials(ASTM):
C11-08........................................TerminologyRelatingtoGypsumandRelatedBuildingMaterials
andSystems
C475-02......................................JointCompoundandJointTapeforFinishingGypsumBoard
C840-08......................................ApplicationandFinishingofGypsumBoard
C919-08......................................SealantsinAcousticalApplications
C954-07......................................SteelDrillScrewsfortheApplicationofGypsumBoardorMetal
PlasterBasestoSteelStudfrom0.033in.(0.84mm)to0.112in.
(2.84mm)inthickness
C1002-07....................................SteelSelf-PiercingTappingScrewsfortheApplicationof
GypsumPanelProductsorMetalPlasterBasestoWoodStuds
orSteelStuds
C1047-05....................................AccessoriesforGypsumWallboardandGypsumVeneerBase
C1177-06....................................GlassMatGypsumSubstrateforUseasSheathing
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C1658-06....................................GlassMatGypsumPanels
C1396-06....................................GypsumBoard
E84-08........................................SurfaceBurningCharacteristicsofBuildingMaterials
C. UnderwritersLaboratoriesInc.(UL):
LatestEdition.............................FireResistanceDirectory
D. InchcapeTestingServices(ITS):
LatestEditions...........................CertificationListings
PART2-PRODUCTS
2.1GYPSUMBOARD
A. GypsumBoard:ASTMC1396,TypeX,16mm(5/8inch)thickunlessshownotherwise.Shall
containaminimumof20percentrecycledgypsum.
B. Gypsumcoresshallcontainmaximumpercentageofpostindustrialrecycledgypsumcontent
availableinthearea(aminimumof95percentpostindustrialrecycledgypsumcontent).Paper
facingsshallcontain100percentpost-consumerrecycledpapercontent.
2.2GLASS-MAT,WATER-RESISTANTTILEBACKINGBOARD
A. ASTMC1178-TypeX,16mm(5/8inch)thickinorganicpanelswithawater-resistanttreated
gypsumcore,andasfollows:
1. MoldResistance:Level10testedinaccordancewithASTMD3273
2. Facing–bothsides:integral,fiberglassmatembeddedintogypsumcoretoprevent
delamination,suitableforpainting
3. Surfacefinish(fortileorpaint):heat-curedacrylicwater-proofcoating
2.3GLASS-MAT,IMPACT-RESISTANTGYPSUMBOARD
A. ASTMC1178-TypeX,16mm(5/8inch)thickinorganicpanelswithawater-resistanttreated
gypsumcorereinforcedwithglassfibers,andasfollows:
1. MoldResistance:Level10testedinaccordancewithASTMD3273
2. Facing–bothsides:integral,fiberglassmatembeddedintogypsumcoretoprevent
delamination,suitableforpainting
B. Providepanelswithabuseresistanceasfollows:
1. SurfaceAbrasion:Level3TestedinaccordancewithASTMC1629.
2. SurfaceIndentation:Level1TestedinaccordancewithASTMC1629.
3. Soft-bodyImpact:Level3TestedinaccordancewithASTMC1629.
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4. Hard-bodyImpact:Level2TestedinaccordancewithASTMC1629.
2.3ACCESSORIES
A. ASTMC1047,exceptformof0.39mm(0.015inch)thickzinccoatedsteelsheetorrigidPVC
plastic.
B. Flangesnotlessthan22mm(7/8inch)widewithpunchoutsordeformationsasrequiredto
providecompoundbond.
2.4FASTENERS
A. ASTMC1002andASTMC840,exceptasotherwisespecified.
B. ASTMC954,forsteelstudsthickerthan0.04mm(0.33inch).
C. Selectscrewsofsizeandtyperecommendedbythemanufacturerofthematerialbeing
fastened.
D. Forfireratedconstruction,typeandsizesameasusedinfireratingtest.
E. Clips:Zinc-coated(galvanized)steel;gypsumboardmanufacturer'sstandarditems.
2.5FINISHINGMATERIALSANDLAMINATINGADHESIVE
ASTMC475andASTMC840.Freeofantifreeze,vinyladhesives,preservatives,biocidesand
otherVOC.AdhesiveshallcontainamaximumVOCcontentof50g/l.
PART3-EXECUTION
3.1GYPSUMBOARDHEIGHTS
A. Extendalllayersofgypsumboardfromfloortoundersideofstructureoverheadonfollowing
partitionsandfurring:
1. Twosidesofpartitions:
a. Fireratedpartitions.
b. Smokepartitions.
c. Soundratedpartitions.
d. Fullheightpartitionsshown(FHP).
e. Corridorpartitions.
2. Onesideofpartitionsorfurring:
a. Insideofexteriorwallfurringorstudconstruction.
b. Roomsideofroomwithoutsuspendedceilings.
c. Furringforpipesandductshafts,exceptwherefireratedshaftwallconstructionis
shown.
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3. Extendalllayersofgypsumboardconstructionusedforfireproofingofcolumnsfromfloor
toundersideofstructureoverhead,unlessshownotherwise.
B. Inlocationsotherthanthosespecified,extendgypsumboardfromfloortoheightsasfollows:
1. Notlessthan100mm(4inches)abovesuspendedacousticalceilings.
2. Atceilingofsuspendedgypsumboardceilings.
3. Atexistingceilings.
3.2INSTALLINGGYPSUMBOARD
A. Coordinateinstallationofgypsumboardwithothertradesandrelatedwork.
B. InstallgypsumboardinaccordancewithASTMC840,exceptasotherwisespecified.
C. MoistureandMold–ResistantAssemblies:Provideandinstallmoistureandmold-resistantglass
matgypsumwallboardproductswithmoisture-resistantsurfacescomplyingwithASTMC1658
whereshownandinlocationswhichmightbesubjecttomoistureexposureduringconstruction.
D. Usegypsumboardsinmaximumpracticallengthstominimizenumberofendjoints.
E. Bringgypsumboardintocontact,butdonotforceintoplace.
F. Ceilings:
1. Forsingle-plyconstruction,useperpendicularapplication.
2. Fortwo-plyassembles:
a. Useperpendicularapplication.
b. Applyfaceplyofgypsumboardsothatjointsoffaceplydonotoccuratjointsofbase
plywithjointsoverframingmembers.
G. Walls(ExceptShaftWalls):
1. Whengypsumboardisinstalledparalleltoframingmembers,spacefasteners300mm(12
inches)oncenterinfieldoftheboard,and200mm(8inches)oncenteralongedges.
2. Whengypsumboardisinstalledperpendiculartoframingmembers,spacefasteners300
mm(12inches)oncenterinfieldandalongedges.
3. Staggerscrewsonabuttingedgesorends.
4. Forsingle-plyconstruction,applygypsumboardwithlongdimensioneitherparallelor
perpendiculartoframingmembersasrequiredtominimizenumberofjointsexceptgypsum
boardshallbeappliedverticallyover"Z"furringchannels.
5. Fortwo-plygypsumboardassemblies,applybaseplyofgypsumboardtoassureminimum
numberofjointsinfacelayer.Applyfaceplyofwallboardtobaseplysothatjointsofface
plydonotoccuratjointsofbaseplywithjointsoverframingmembers.
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6. Forthree-plygypsumboardassemblies,applypliesinsamemannerasfortwo-ply
assemblies,exceptthatheadsoffastenersneedonlybedrivenflushwithsurfaceforfirst
andsecondplies.Applythirdplyofwallboardinsamemannerassecondplyoftwo-ply
assembly,exceptusefastenersofsufficientlengthenoughtohavethesamepenetration
intoframingmembersasrequiredfortwo-plyassemblies.
7. Nooffsetinexposedfaceofwallsandpartitionswillbepermittedbecauseofsingle-plyand
two-plyorthree-plyapplicationrequirements.
8. InstallingTwoLayerAssemblyOverSoundDeadeningBoard:
a. Applyfacelayerofwallboardverticallywithjointsstaggeredfromjointsinsound
deadeningboardoverframingmembers.
b. Fastenfacelayerwithscrew,ofsufficientlengthtosecuretoframing,spaced300mm
(12inches)oncenteraroundperimeter,and400mm(16inches)oncenterinthefield.
9. ControlJointsASTMC840andasfollows:
a. Locateatbothsidejambsofopeningsifgypsumboardisnot"yoked".Useonesystem
throughout.
b. Notrequiredforwalllengthslessthan9000mm(30feet).
c. Extendcontroljointsthefullheightofthewallorlengthofsoffit/ceilingmembrane.
H. AcousticalorSoundRatedPartitions,FireandSmokePartitions:
1. Cutgypsumboardforaspaceapproximately3mmto6mm(1/8to1/4inch)widearound
partitionperimeter.
2. Coordinateforapplicationofcaulkingorsealantstospacepriortotapingandfinishing.
3. Forsoundratedpartitions,usesealingcompound(ASTMC919)tofilltheannularspaces
betweenallreceptacleboxesandthepartitionfinishmaterialthroughwhichtheboxes
protrudetosealallholesand/oropeningsonthebackandsidesoftheboxes.STCminimum
valuesasshown.
I.ElectricalandTelecommunicationsBoxes:
1.Sealannularspacesbetweenelectricalandtelecommunicationsreceptacleboxesandgypsum
boardpartitions.
J. Accessories:
1. Setaccessoriesplumb,levelandtruetoline,neatlymiteredatcornersandintersections,
andsecurelyattachtosupportingsurfacesasspecified.
2. Installinonepiece,withoutthelimitsofthelongestcommerciallyavailablelengths.
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3. CornerBeads:
a. Installatallverticalandhorizontalexternalcornersandwhereshown.
b. Usescrewsonly.Donotusecrimpingtool.
4. EdgeTrim(casingsBeads):
a. Atbothsidesofexpansionandcontroljointsunlessshownotherwise.
b. Wheregypsumboardterminatesagainstdissimilarmaterialsandatperimeterof
openings,exceptwherecoveredbyflanges,casingsorpermanentlybuilt-inequipment.
c. Wheregypsumboardsurfacesofnon-loadbearingassembliesabutloadbearing
members.
d. Whereshown.
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3.3FINISHINGOFGYPSUMBOARD
A. Finishjoints,edges,corners,andfastenerheadsinaccordancewithASTMC840.UseLevel4
finishforalfinishedareasopentopublicview.
B. Beforeproceedingwithinstallationoffinishingmaterials,assurethefollowing:
1. Gypsumboardisfastenedandheldclosetoframingorfurring.
2. Fasteningheadsingypsumboardareslightlybelowsurfaceindimpleformedbydriving
tool.
C. Finishjoints,fasteners,andallopenings,includingopeningsaroundpenetrations,onthatpartof
thegypsumboardextendingabovesuspendedceilingstosealsurfaceofnondecoratedgypsum
boardconstruction.Aftertheinstallationofhangerrods,hangerwires,supports,equipment,
conduits,pipingandsimilarwork,sealremainingopeningsandmaintaintheintegrityofthe
construction.Sandingisnotrequiredofnondecoratedsurfaces.
3.6REPAIRS
A. Aftertapingandfinishinghasbeencompleted,andbeforedecoration,repairalldamagedand
defectivework,includingnondecoratedsurfaces.
B. Patchholesoropenings13mm(1/2inch)orlessindiameter,orequivalentsize,withasetting
typefinishingcompoundorpatchingplaster.
C. Repairholesoropeningsover13mm(1/2inch)diameter,orequivalentsize,with16mm(5/8
inch)thickgypsumboardsecuredinsuchamannerastoprovidesolidsubstrateequivalentto
undamagedsurface.
D. Tapeandrefinishscratched,abradedordamagedfinishsurfacesincludingcracksandjointsin
nondecoratedsurfacetoprovide//smoketightconstruction//fireprotectionequivalenttothe
fireratedconstruction//andSTCequivalenttothesoundratedconstruction//.
3.7UNACCESSIBLECEILINGS
AtMentalHealthandBehavioralNursingUnits,areasaccessibletopatientsandnot
continuouslyobservablebystaff(e.g.,patientbedrooms,dayrooms),ceilingsshouldbeasolid
materialsuchasgypsumboard.Thiswilllimitpatientaccess.Accessdoorsareneededtoaccess
lectricalandmechanicalequipmentabovetheceiling.Thesedoorsshouldbelockedtoprevent
unauthorizedaccessandsecuredtoceilingusingtamperresistantfasteners.
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SECTION093013CERAMIC/PORCELAINTILING
PART1-GENERAL
1.1DESCRIPTION:
A.Thissectionspecifiesinteriorceramic,porcelainandquarrytile,marblethresholdsandwindow
stools,terrazzodividerstrips,waterproofingmembranesforthin-setapplications,crack
isolationmembranes,andtilebackerboard.
1.2RELATEDWORK:
A.SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B.Preformedexpansionjointsintileflooring:Section079513,EXPANSIONJOINTCOVER
ASSEMBLIES.
C. SealingofJoints:Section079200,JOINTSEALANTS.
D. Color,Texture,Pattern,andSizeofFieldTileandTrimShapes,andColorofGroutSpecified:
RefertoDrawings.
E. MetalandGypsumLathingandGypsumPlaster:Section092300,GYPSUMPLASTERING.
F.LathingandPortlandCementBasedPlaster:Section092400,PORTLANDCEMENTPLASTERING.
G. MetalandResilientEdgeStripsatJointswithNewResilientFlooring,andCarpeting:
Section096519,RESILIENTTILEFLOORINGandSection096800,CARPETING.
1.3SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittalsasdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C. Samples:
1. Porcelaintile,eachtype,color,patternsandsize.
2. Accent/Trimshapes,bullnosecapandcoveincludingbullnosecapandbasepiecesat
internalandexternalcornersofverticalsurfaces,eachtype,color,andsize.
D. ProductData:
1. Ceramicandporcelaintile,markedtoshoweachtype,size,andshaperequired.
2. Chemicalresistantmortarandgrout(epoxyandfuran).
3. Cementitiousbackerunit.
4. Dry-setPortlandcementmortarandgrout.
5. Dividerstrip.
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6. Elastomericmembraneandbondcoat.
7. Reinforcingtape.
8. Levelingcompound.
9. Latex-Portlandcementmortarandgrout.
10. CommercialPortlandcementgrout.
11. Organicadhesive.
12. Slipresistanttile.
13. Waterproofingisolationmembrane.
14. Fasteners.
E. Certification:
1. Mastergradecertificate,ANSIA137.1.
2. Manufacturer'scertificatesindicatingthatthefollowingmaterialscomplywithspecification
requirements:
a. Chemicalresistantmortarandgrout(epoxyandfuran).
b. Modifiedepoxyemulsion.
c. CommercialPortlandcementgrout.
d. Cementitiousbackerunit.
e. Dry-setPortlandcementmortarandgrout.
f. Elastomericmembraneandbondcoat.
g. Reinforcingtape.
h. Latex-Portlandcementmortarandgrout.
i. Levelingcompound.
j. Organicadhesive.
k. Waterproofisolationmembrane.
l. Factorybackmountedtiledocumentationforsuitabilityforapplicationinwetarea.
F.InstallerQualifications:
1.Submitletterstatinginstaller’sexperience.
1.4DELIVERYANDSTORAGE:
A. Delivermaterialsincontainerswithlabelslegibleandintactandgrade-sealsunbroken.
B. Storematerialtopreventdamageorcontamination.
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1.5QUALITYASSURANCE:
A. Installerstobefromacompanyspecializinginperforminginstallationofproductsspecifiedand
haveaminimumofthree(3)years’experience.
B.Eachtypeandcoloroftiletobeprovidedfromasinglesource.
C.Eachtypeandcolorofmortar,adhesive,andgrouttobeprovidedfromthesamesource.
1.6WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21,“WarrantyofConstruction”.
1.7APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publications
arereferencedintextbybasicdesignationonly.
B. AmericanNationalStandardsInstitute(ANSI):
A10.20-06(R2011)......................SafeOperatingPracticesforTile,TerrazzoandMarble
WorkA108/A118/A136-14 InstallationofCeramicTile
A108.01-10................................SubsurfacesandPreparationsbyOtherTrades
A108.02-10................................Materials,Environmental,andWorkmanship
A108.1A-11................................InstallationofCeramicTileintheWet-SetMethodwithPortland
CementMortar
A108.1B-11................................InstallationofCeramicTileonaCuredPortlandCementMortar
SettingBedwithDry-SetorLatex-PortlandCementMortar
A108.1C-11................................ContractorsOption;InstallationofCeramicTileintheWet-Set
methodwithPortlandCementMortarorInstallationofCeramic
TileonaCuredPortlandCementMortarSettingBedwithDry-
SetorLatex-PortlandCementMortar
A108.4-10..................................CeramicTilewithOrganicAdhesivesorWaterCleanableTile-
SettingEpoxyAdhesive
A108.6-10..................................CeramicTilewithChemicalResistant,WaterCleanableTile-
Settingand-GroutingEpoxy
A108.8-10..................................CeramicTilewithChemicalResistantFuranResinMortarand
Grout
A108.10-10................................GroutinTilework
A108.13-10................................LoadBearing,Bonded,WaterproofMembranesforThin-Set
CeramicTileandDimensionStone
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A118.1-10..................................Dry-SetPortlandCementMortar
A118.3-11..................................ChemicalResistant,WaterCleanableTile-Settingand–Grouting
EpoxyandWaterCleanableTile-SettingEpoxyAdhesive
A118.4-10..................................Latex-PortlandCementMortar
A118.5-10..................................ChemicalResistantFuranMortarsandGrouts
A118.6-10..................................CementGroutsforTileInstallation
A118.7-10..................................HighPerformanceCementGroutsforTileInstallation
A118.9-10..................................InstallationofCeramicTilewithModifiedEpoxyEmulsion
Mortar/Grout
A118.10-10................................LoadBearing,Bonded,WaterproofMembranesforThin-Set
CeramicTileandDimensionStoneInstallation
A136.1-11..................................OrganicAdhesivesforInstallationofCeramicTile
A137.1-13..................................AmericanNationalStandardSpecificationsforCeramicTile
C.ASTMInternational(ASTM):
A666-10.....................................AnnealedorCold-WorkedAusteniticStainlessSteelSheet,Strip,
PlateandFlatBar
A1064/A1064M-14....................Carbon-SteelWireandWeldedWireReinforcement,Plainand
Deformed,forConcrete
C109/C109M-13.........................StandardTestMethodforCompressiveStrengthofHydraulic
CementMortars(Using2inch.or[50-mm]CubeSpecimens)
C241/C241M-13.........................AbrasionResistanceofStoneSubjectedtoFootTraffic
C348-14......................................StandardTestMethodforFlexuralStrengthofHydraulic-
CementMortars
C627-10......................................EvaluatingCeramicFloorTileInstallationSystemsUsingthe
Robinson-TypeFloorTester
C954-11......................................SteelDrillScrewsfortheApplicationofGypsumBoardonMetal
PlasterBasetoSteelStudsfrom0.033in(0.84mm)to0.112in
(2.84mm)inthickness
C979/C979M-10.........................PigmentsforIntegrallyColoredConcrete
C1002-14....................................SteelSelf-PiercingTappingScrewsfortheApplicationofPanel
Products
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C1027-09....................................TestMethodforDeterminingVisibleAbrasionResistanceof
GlazedCeramicTile
C1127-01(R2009).......................StandardGuideforUseofHighSolidsContent,ColdLiquid-
AppliedElastomericWaterproofingMembranewithanIntegral
WearingSurface
C1178/C1178M-13....................StandardSpecificationforCoatedGlassMatWater-Resistant
GypsumBackingPanel
C1325-14....................................Non-AsbestosFiber-MatReinforcedCementitiousBackerUnits
C1353/C1353M-09(R2013)........AbrasionResistanceofDimensionStoneSubjectedtoFoot
TrafficUsingaRotaryPlatform,Double-HeadAbraser
D1204-14...................................TestMethodforLinearDimensionalChangesofNonrigid
ThermoplasticSheetingorFilmatElevatedTemperature
D2240-05(R2010).......................TestMethodforRubberProperty–DurometerHardness
D2497-07(R2012).......................TolerancesforManufacturedOrganic-BaseFilamentSingle
Yarns
D3045-92(R2010).......................HeatAgingofPlasticsWithoutLoad
D4397-10...................................StandardSpecificationforPolyethyleneSheetingfor
Construction,IndustrialandAgriculturalApplications
D5109-12...................................StandardTestMethodsforCopper-CladThermosetting
LaminatesforPrintedWiringBoards
D. CodeofFederalRegulation(CFR):
40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,
DensityVolumeSolids,andWeightSolidsofSurfaceCoating
E. MarbleInstituteofAmerica(MIA):DesignManualIII-2007
F. TileCouncilofNorthAmerica,Inc.(TCNA):
HandbookforCeramicTileInstallation(2014)
DCOFAcuTest-2012...................DynamicCoefficientofFrictionTest
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PART2-PRODUCTS
2.1TILE:
A. ComplywithANSIA137.1,StandardGrade,exceptasmodified:
1. InspectionprocedureslistedundertheAppendixofANSIA137.1.
2. AbrasionResistanceClassification:
a. TestedinaccordancewithvalueslistedinTable1,ASTMC1027.
b. ClassV,12000revolutionsforfloorsinCorridors,Kitchens,Storageincluding
RefrigeratedRooms
c. ClassIV,6000revolutionsforremainingareas.
3. SlipResistantTileforFloors:
a. Coefficientoffriction,whentestedinaccordancewithANSIA137.1andmeasuredper
theTCNADCOFAcuTest.
1) Equaltoorgreaterthan.42forlevelinteriortilefloorsthatwillbewalkedonwhen
wet.
4. FactoryBlending:Fortilewithcolorvariations,withintherangesselectedduringsample
submittalsblendtileinthefactoryandpackagesotileunitstakenfromone(1)package
showthesamerangeincolorsasthosetakenfromotherpackagesandmatchapproved
samples.
7. Factory-AppliedTemporaryProtectiveCoating:
a. Protectexposedfacesurfaces(topsurface)oftileagainstadherenceofmortarand
groutbypre-coatingwithacontinuousfilmofhotappliedpetroleumparaffinwax.
b. Donotcoatunexposedtilesurfaces.
c. Pre-waxtilessetorgroutedwithepoxyorlatexmodifiedmortars.
B. Large-formatPorcelainTile:Nominal8mm(5/16inch)thick,withcushionedges.Porcelaintile
producedbythedustpressedmethodaretobemadeofapproximately50%feldspar;the
remaining50%istobemadeupofvarioushigh-qualitylightfiringballclaysyieldingatilewitha
waterabsorptionrateof0.5%orlessandabreakingstrengthofbetween176to181kg(390to
400lbs.).
F. DecorativeTrimShapes:
1. Conformtoapplicablerequirementsofadjoiningfloorandwalltile.
4. InternalandExternalCorners:
a. Squareinternalandexternalcornerjointsarenotacceptable.
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b. Externalcornersincludingedges:Usemetaltrim.
c. Internalcorners:Usemetaltrimwithintegralcoveshapes.
d. Basetofloorinternalcorners:Usespecialmetaltrimunitprovidingintegralcovevertical
andhorizontaljoint.
e. Basetofloorexternalcorners:Usespecialmetaltrimunitprovidingbullnosevertical
edgewithintegralcovehorizontaljoint.Usestopatbottomofopeningshavingbullnose
returntowall.
f. Walltopedgeinternalcorners:Usemetaltrimprovidingintegralcoveverticaljointwith
metaltrimattopedge.
g. Walltopedgeexternalcorners:Usespecialmetaltrimprovidingbullnoseverticaland
horizontaljointedge.
2.2BACKERUNITS:
A.CementitiousBackerUnits:
1.Useinshowersorwetareas.
2.ConformtoASTMC1325;TypeA.
3.Useinmaximumlengthsavailabletominimizeendtoendbuttjoints.
B.GlassMatWaterResistantBackingBoard:
1.Useinshowersorwetareas.
2.ConformtoASTMC1178/C1178M.
3.Useinmaximumlengthsavailabletominimizeendtoendbuttjoints.
2.3JOINTMATERIALSFORCEMENTITIOUSBACKERUNITS:
A. ReinforcingTape:Vinylcoatedwovenglassfibermeshtape,openweave,50mm(2inches)
wide.Tapewithpressuresensitiveadhesivebackingwillnotbepermitted.
B. TapeEmbeddingMaterial:Latex-PortlandcementmortarcomplyingwithANSIA108.1.
C. Jointmaterial,includingreinforcingtape,andtapeembeddingmaterial,aretobeasspecifically
recommendedbythebackerunitmanufacturer.
2.4FASTENERS:
A. ScrewsforCementitiousBackerUnits.
1. Standardscrewsforgypsumboardarenotacceptable.
2. Minimum11mm(7/16inch)diameterhead,corrosionresistantcoated,withwashers.
3. ASTMC954forsteel1mm(0.033inch)thick.
4. ASTMC1002forsteelframinglessthan0.0329inchthick.
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B. Washers:Galvanizedsteel,13mm(1/2inch)minimumdiameter.
2.5SETTINGMATERIALSORBONDCOATS:
A. ConformtoTCNAHandbookforCeramicTileInstallation.
B. PortlandCementMortar:ANSIA108.02.
C. Latex-PortlandCementMortar:ANSIA118.4.
1. Forwallapplications,providenon-sagging,latex-Portlandcementmortarcomplyingwith
ANSIA118.4.
2. PrepackagedDry-MortarMix:Factory-preparedmixtureofPortlandcement;dry,
redispersible,ethylenevinylacetateadditive;andotheringredientstowhichonlywater
needstobeaddedatProjectsite.
D. Dry-SetPortlandCementMortar:ANSIA118.1.Forwallapplications,providenon-sagging,latex-
PortlandcementmortarcomplyingwithANSIA118.1.
E. OrganicAdhesives:ANSIA136.1,Type1.
F. Chemical-ResistantBondCoat:
1. EpoxyResinType:ANSIA118.3.
2. FuranResinType:ANSIA118.5.
G. WaterproofingIsolationMembrane:
1. SheetSystemTCNAF122-14(on-groundconcrete)andTCNAF122A-14(above-ground
concrete).
2. CompositesheetconsistingofASTMD5109,TypeII,GradeIChlorinatedPolyethylene(CM)
sheetreinforcedonbothsideswithanon-wovenpolyesterfiber.
3. Designedforuseinwetareasasanisolationandpositivewaterproofingmembranesfor
thin-setbondingofsheettosubstrateandthin-setbondingofceramicandporcelaintileor
marbletosheet.Suitedforbothhorizontalandverticalapplications.
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4. Conformtothefollowingadditionalphysicalproperties:
5. Manufacturer’sstandardsheetsizewithprefabricatedorpreformedinsideandoutside
corners.
6. Sheetmanufacturer’ssolventweldingliquidorxyleneandedgesealant.
2.7GROUTINGMATERIALS:
A. ColoringPigments:
1. Puremineralpigments,limeproofandnonfading,complyingwithASTMC979/C979M.
2. Coloringpigmentsmayonlybeaddedtogroutbythemanufacturer.
3. Jobcoloredgroutisnotacceptable.
4. UseisrequiredinCommercialPortlandCementGrout,Dry-SetGrout,andLatex-Portland
CementGrout.
B. Sand-PortlandCementGrout:ANSIA108.10,consistingofwhiteorgraycementandwhiteor
coloredaggregateasrequiredtoproducecolorindicated.//ZeroVOCcontent.//
C. StandardCementGrout:ANSIA118.6.
D. HighPerformanceTileGrout:ANSIA118.7withaVOCcontentof65g/Lorlesswhencalculated
accordingto40CFR59(EPAMethod24).
1.PolymerType:Ethylenevinylacetateoracrylicadditive,indry,redispersibleform,
prepackagedwithotherdryingredients.
2.PolymerType:Acrylicresinorstyrene-butadienerubberinliquid-latexformforadditionto
prepackageddry-groutmix.
Property Units Results TestMethod
HardnessShoreA
Points 70-80 ASTMD2240(10SecondReading)
Shrinkage Percent 5maximum ASTMD1204
Brittleness Nocrackremainsflexibleattemperature-37degreesC(-35degreesF)
ASTMD249713mm(1/2-inch)MandrelBend
RetentionofPropertiesafterHeatAging
Percentoforiginal 80Tensile80Breaking80Elongation
ASTMD3045,90degreesC(194degreesF)for168hours
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E. Water-CleanableEpoxyGrout:ANSIA118.3,withaVOCcontentof65g/Lorlesswhen
calculatedaccordingto40CFR59(EPAMethod24).
1. Provideproductcapableofwithstandingcontinuousandintermittentexposureto
temperaturesofupto60and100degreesC(140and212degreesF),respectively,and
certifiedbymanufacturerforintendeduse.
2.8PATCHINGANDLEVELINGCOMPOUND:
A. Portlandcementbase,polymer-modified,self-levelingcompound,manufacturedspecificallyfor
resurfacingandlevelingconcretefloors.Productscontaininggypsumarenotacceptable.
B. Provideapatchingandlevelingcompoundwiththefollowingminimumphysicalproperties:
1. Compressivestrength-25MPa(3500psig)perASTMC109/C109M.
2. Flexuralstrength-7MPa(1000psig)perASTMC348(28dayvalue).
3. Tensilestrength–4.1MPa(600psi)perANSI118.7.
4. Density–1.9.
C. Capableofbeingappliedinlayersupto38mm(1-1/2inches)thickwithoutfillersandupto101
mm(4inches)thickwithfillers,beingbroughttoafeatheredge,andbeingtrowelledtoa
smoothfinish.
D. Primers,fillers,andreinforcementasrequiredbymanufacturerforapplicationandsubstrate
condition.
E. Readyforusein48hoursafterapplication.
2.9METALEDGE&COVETRIMSTRIPS:
A. Finishingandedgingtrimprofilesfortilework.
B. Heighttomatchtileandsetting-bedthickness.
C. Embeddedlegperforatedforkeyingtomortar.
D. Satin-finishedanodizedaluminumfinish,exceptasotherwiseindicated.
2.11WATER:
A.Clean,potableandfreefromsaltsandotherinjuriouselementstomortarandgroutmaterials.
2.12CLEANINGCOMPOUNDS:
A. Specificallydesignedforcleaningmasonryandconcreteandwhichwillnotpreventbondof
subsequenttilesettingmaterialsincludingpatchingandlevelingcompoundsandelastomeric
waterproofingmembraneandcoat.
B. MaterialscontainingacidorcausticMaterialarenotacceptable.
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2.13FLOORMORTARBEDREINFORCING:
A. ASTMA1064/A1064Mweldedwirefabricwithoutbacking,MW3xMW3(2x2-W0.5xW0.5).
2.14POLYETHYLENESHEET:
A. PolyethylenesheetconformingtoASTMD4397.
B. Nominalthickness:0.15mm(6mils).
PART3-EXECUTION
3.1ENVIRONMENTALREQUIREMENTS:
A. Maintainambienttemperatureofworkareasatnotlessthan16degreesC(60degreesF),
withoutinterruption,fornotlessthan24hoursbeforeinstallationandnotlessthanthree(3)
daysafterinstallation.
B. Maintainhighertemperaturesforalongerperiodoftimewhererequiredbymanufacturer's
recommendationandANSISpecificationsforinstallation.
C. Donotinstalltilewhenthetemperatureisabove38degreesC(100degreesF).
D. Donotinstallmaterialswhenthetemperatureofthesubstrateisbelow16degreesC(60
degreesF).
E. Donotallowtemperaturetofallbelow10degreesC(50degreesF)afterthirddayofcompletion
oftilework.
3.2ALLOWABLETOLERANCE:
A. Variationinplaneofsub-floor,includingconcretefillslevelingcompoundsandmortarbeds:
1. Notmorethan6mmin3048mm(1/4inchin10feet)fromrequiredelevationwhere
Portlandcementmortarsettingbedisused.
2. Notmorethan3mmin3048mm(1/8inchin10feet)wheredry-setPortlandcement,and
latex-Portlandcementmortarsettingbedsandchemical-resistantbondcoatsareused.
B. VariationinPlaneofWallSurfaces:
1. Notmorethan6mmin2438mm(1/4inchin8feet)fromrequiredplanewherePortland
cementmortarsettingbedisused.
2. Notmorethan3mmin2438mm(1/8inchin8feet)wheredry-setorlatex-Portland
cementmortarororganicadhesivesettingmaterialsisused.
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3.3SURFACEPREPARATION:
A. CleaningNewConcreteorMasonry:
1. Chipoutloosematerial,cleanoffalloil,greasedirt,adhesives,curingcompounds,andother
deterrentstobondingbymechanicalmethod,orbyusingproductsspecificallydesignedfor
cleaningconcreteandmasonry.
2. Useself-containedpowerblastcleaningsystemstoremovecuringcompoundsandsteel
trowelfinishfromconcreteslabswhereceramictilewillbeinstalleddirectlyonconcrete
surfacewiththin-setmaterials.
3. Steamcleaningortheuseofacidsandsolventsforcleaningwillnotbepermitted.
B. PatchingandLeveling:
1. Mixandapplypatchingandlevelingcompoundinaccordancewithmanufacturer's
instructions.
2. Fillholesandcracksandalignconcretefloorsthatareoutofrequiredplanewithpatching
andlevelingcompound.
a. Thicknessofcompoundasrequiredtobringfinishtilesystemtoelevationshownon
constructiondocuments.
b. Floatfinishexceptfinishsmoothforelastomericwaterproofing.
c. Atsubstrateexpansion,isolation,andothermovingjoints,allowjointofsamewidthto
continuethroughunderlayment.
3. Applypatchingandlevelingcompoundtoconcreteandmasonrywallsurfacesthatareout
ofrequiredplane.
4. Applylevelingcoatsofmaterialcompatiblewithwallsurfaceandtilesettingmaterialtowall
surfaces,otherthanconcreteandmasonrythatareoutofrequiredplane.
C. MortarBedforSlopestoDrains:
1. Slopecompoundtodrainwheredrainsareshownonconstructiondocuments.
2. Installmortarbedindepressedslabslopedtodrainsnotlessthan3.2mmin305mm(1/8
inchperfoot).
3. Allownotlessthan50mm(2inch)depressionatedgeofdepressedslab.
4. Screedforslopetodrainandfloatfinish.
5. Curemortarbedfornotlessthanseven(7)days.Donotusecuringcompoundsorcoatings.
6.Performfloodtesttoverifymortarbedslopestodrainbeforeinstallingtile.Contracting
OfficerRepresentative(COR)tobepresentduringfloodtest.
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D. Additionalpreparationofconcretefloorsfortilesetwithepoxy,orfuran-resinistobein
accordancewiththemanufacturer'sprintedinstructions.
E. CleavageMembrane:
1. Installpolythenesheetascleavagemembraneindepressedslabwhenwaterproof
membraneisnotscheduledorindicated.
2. Turnupatedgeofdepressedfloorslabtotopoffloor.
F. Walls:
1. Inshowersorotherwetareascoverstudswithpolyethylenesheet.
2. Applypatchingandlevelingcompoundtoconcreteandmasonrysurfacesthatareoutof
requiredplane.
3. Applylevelingcoatsofmaterialcompatiblewithwallsurfaceandtilesettingmaterialtowall
surfaces,otherthanconcreteandmasonrythatareoutofrequiredplane.
4. ApplymetallathtoframinginaccordancewithANSIA108.1:
a. Usefastenersspecifiedinparagraph"Fasteners."Usewasherswhenlathopeningis
largerthanscrewhead.
b. ApplyscratchandlevelingcoatstometallathinaccordancewithANSIA108.1C.
c. Totalthicknessofscratchandlevelingcoats:
1) Apply9mmto16mm(3/8inchto5/8inch)thickoversolidbacking.
2) 16mmto19mm(5/8to3/4inch)thickonmetallathoverstuds.
3) Wherewainscotsarerequiredtofinishflushwithwallsurfaceabove,adjust
thicknessrequiredforflushfinish.
d. Applyscratchandlevelingcoatsmorethan19mm(3/4inch)thickintwo(2)coats.
G. ExistingFloorsandWalls:
1. Removeexistingcompositionfloorfinishesandadhesive.Preparesurfacebygrinding,
chipping,self-containedpowerblastcleaningorothersuitablemechanicalmethodsto
completelyexposeuncontaminatedconcreteormasonrysurfaces.Followsafety
requirementsofANSIA10.20.
2. Removeexistingconcretefillortoppingtostructuralslab.Cleanandlevelthesubstratefor
newsettingbedandwaterproofmembraneorcleavagemembrane.
3. Wherenewtilebasesarerequiredtofinishflushwithplasteraboveorwheretheyare
extensionsofsimilarbasesinconjunctionwithexistingfloortiles,cutchannelinfloorslab
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andexposeroughwallconstructionsufficientlytoaccommodatenewtilebaseandsetting
material.
3.4CEMENTITIOUSBACKERUNITS:
A. Removepolyethylenewrappingfromcementitiousbackerunitsandseparatetoallowforair
circulation.Allowmoisturecontentofbackerunitstodrydowntoamaximumof35percent
beforeapplyingjointtreatmentandtile.
B. InstallinaccordancewithANSIA118.9exceptasspecifiedotherwise.
C. Installunitshorizontallyorverticallytominimizejointswithendjointsoverframingmembers.
Unitswithroundededges;faceroundededgeawayfromstudstoforma“V”jointforjoint
treatment.
D. Securecementitiousbackerunitstoeachframingmemberwithscrewsspacednotmorethan
203mm(8inches)oncenterandnotcloserthan13mm(1/2inch)fromtheedgeofthebacker
unitorasrecommendedbybackerunitmanufacturer.Installscrewssothatthescrewheadsare
flushwiththesurfaceofthebackerunit.
E. Wherebackerunitjoinsshowerpansorwaterproofing,lapbackerunitoverturnedup
waterproofsystem.Installfastenersonlythroughtopone-inchofturnedupwaterproof
systems.
F. Donotinstalljointtreatmentforseven(7)daysafterinstallationofcementitiousbackerunit.
G. JointTreatment:
1. Fillhorizontalandverticaljointsandcornerswithlatex-Portlandcementmortar.Apply
fiberglasstapeoverjointsandcornersandembedwithsamemortar.
2. Leave6mm(1/4inch)spaceforsealantatlipsoftubs,sinks,orotherplumbingreceptors.
3.5GLASSMATWATER-RESISTANTBACKINGBOARD:
A. Installinaccordancewithmanufacturer’sinstructions.TCNASystemsW245-1.
B. Treatjointswithtapeandlatex-Portlandcementmortaroradhesive.
3.6METALEDGE&COVETRIMSTRIPS:
A. Setinmortarbedtolineandlevelcenteredunderdoorsorinopenings,whenapplicable.
3.7CERAMICTILE–GENERAL:
A. ComplywithANSIA108/A118/A136seriesoftileinstallationstandardsapplicabletomethodsof
installationandTCNAInstallationGuidelines.
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B. InstallingMortarBedsforFloors:
1. Installmortarbedinamannerthatdoesnotdamagecleavageorwaterproofmembrane;
32mm(1-1/2inch)minimumthickness.
2. Installfloormortarbedreinforcingcenteredinmortarfill.
3. Screedfinishtolevelplaneorslopetodrainsshownonconstructiondocuments,floatfinish.
4. Forthinsetsystemscuremortarbednotlessthanseven(7)days.Donotusecuring
compoundsorcoatings.
5. FortilesetwithPortlandcementpasteoverplasticmortarbedcoordinatetosettilebefore
mortarbedsets.
C. SettingBedsorBondCoats:
1. WhererecessedordepressedfloorslabsarefilledwithPortlandcementmortarbed,set
ceramicmosaicfloortileineitherPortlandcementpasteoverplasticmortarbedor
latex-Portlandcementmortarovercuredmortarbedexceptasspecifiedotherwise,
ANSIA108-1C,TCNASystemF121-14orF111-14.
2. PoolsHoldingWater:ANSIA108.1C.DonotuselatexPortlandcementmortar.
3. SetfloortileinelastomericbondcoatoverelastomericmembraneperANSI108.13,TCNA
SystemF122-14whereindicatedonconstructiondocuments.
4. Setwalltileinstalledoverconcreteormasonryindry-setPortlandcementmortar,or
latex-Portlandcementmortar,ANSI108.1BandTCNASystemW211-14,W221-14orW222-
14.
5. Setwalltileinstalledoverconcretebackerboardinlatex-Portlandcementmortar,
ANSIA108.1B.
6. SetwalltileinstalledoverPortlandcementmortarbedonmetallathbaseinPortland
cementpasteoverplasticmortarbed,ordry-setPortlandcementmortarorlatex-Portland
cementmortaroveracuredmortarbed,ANSIA108.1C,TCNASystemW231-14,W241-14.
7. SettileoverconcreteintherapeuticpoolsinPortlandcementpasteordrysetPortland
cementmortar,ANSIA108.1C,TCNASystemP601MB-14.
8. Settileinstalledovergypsumboardandgypsumplasterinorganicadhesive,ANSIA108.1,
TCNASystemW242-14.
9. Settrimshapesinsamematerialspecifiedforsettingadjoiningtile.
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D. Workmanship:
1. Layouttileworksothatnotilelessthanone-halffullsizeisused.Makeallcutsontheouter
edgeofthefield.Alignnewtileworkscheduledforexistingspacestotheexistingtilework
unlessspecifiedotherwise.
2. Settilefirmlyinplacewithfinishsurfacesintrueplanes.Aligntileflushwithadjacenttile
unlessshownotherwiseonconstructiondocuments.
3. Formintersectionsandreturnsaccurately.
4. Cutanddrilltileneatlywithoutmarringsurface.
5. Cutedgesoftileabuttingpenetrations,finish,orbuilt-initems:
a. Fittilecloselyaroundelectricaloutlets,piping,fixturesandfittings,sothatplates,
escutcheons,collarsandflangeswilloverlapcutedgeoftile.
b. SealtilejointswatertightasspecifiedinSection079200,JOINTSEALANTS,around
electricaloutlets,pipingfixturesandfittingsbeforecoverplatesandescutcheonsareset
inplace.
6. Completedworkistobefreefromhollowsoundingareasandloose,crackedordefective
tile.
7. Removeandresettilesthatareoutofplaneormisaligned.
8. Floors:
a. Extendfloortilebeneathcaseworkandequipment,exceptthoseunitsmountedinwall
recesses.
b. Alignfinishsurfaceofnewtileworkflushwithotherandexistingadjoiningfloorfinish
whereindicatedinconstructiondocuments.
c. Inareaswherefloordrainsoccur,slopetiletodrains.
d. Pushandvibratetilesover203mm(8inches)squaretoachievefullsupportofbond
coat.
9. Walls:
a. Coverwallsandpartitions,includingpilasters,furredareas,andfreestandingcolumns
fromfloortoceiling,orfromfloortonominalwainscotheightsasindicatedin
constructiondocumentswithtile.
b. Finishrevealsofopeningswithtile,exceptwhereotherfinishmaterialsareindicatedin
constructiondocuments.
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c. Finishwallsurfacesbehindandatsidesofcaseworkandequipment,exceptthoseunits
mountedinwallrecesses,withsametileasscheduledforroomproper.
10. Joints:
a. Keepalljointsinline,straight,level,perpendicularandofevenwidthunlessshown
otherwiseonconstructiondocuments.
b. Makejoints2mm(1/16inch)wideforglazedwalltileandmosaictilework.
c. Makejointsinquarrytileworknotlessthan6mm(1/4inch)normorethan9mm(3/8
inch)wide.Finishjointsflushwithsurfaceoftile.
d. Makejointsinpavertile,porcelaintype;maximum3mm(1/8inch)wide.
11. BackButtering:Forinstallationsindicatedbelow,obtain100percentmortarcoverageby
complyingwithapplicablespecialrequirementsforbackbutteringoftileinreferenced
ANSIA108/A118/A136seriesoftileinstallationstandards:
a. Tilewallinstallationsinwetareas,includingshowers,tubenclosures,laundriesand
swimmingpools.
b. Tileinstalledwithchemical-resistantmortarsandgrouts.
c. Tilewallinstallationscomposedoftiles203by203mm(8by8inches)orlarger.
d. Exteriortilewallinstallations.
3.9CERAMICTILEINSTALLEDWITHPORTLANDCEMENTMORTAR:
A. MortarMixesforFloor,WallandBaseTile(includingShowers,andTherapeuticPools):
ANSIA108.1A.exceptspecifiedotherwise.
B. InstallingWallandBaseTile:ANSIA108.1A,exceptspecifiedotherwise.
C. InstallingFloorTile:ANSIA108.1A,exceptasspecifiedotherwise.Slopemortarbedstofloor
drainsataminimumof3mmin305mm(1/8inchperfoot).
3.10PORCELAINTILEINSTALLEDWITHLATEXPORTLANDCEMENTBONDINGMORTAR:
A.DuetothedensenessofporcelaintileuselatexPortlandcementbondingmortarthatmeetsthe
requirementsofANSIA108.01.Mixbondingmortarsinaccordancewithmanufacturer’s
instructions.Provideliquidratiosandcomplywithdwelltimesduringtheplacementofbonding
mortarandtile.
3.11THINSETCERAMICANDPORCELAINTILEINSTALLEDWITHDRY-SETPORTLANDCEMENTANDLATEX-PORTLANDCEMENTMORTAR:
A. InstallationofTile:ANSIA108.1B,exceptasspecifiedotherwise.
B. Slopetileworktodrainsatnotlessthan3mmin305mm(1/8inchperfoot).
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3.12THINSETCERAMICANDPORCELAINTILEINSTALLEDWITHORGANICADHESIVE
A.InstallationofTile:ANSIA108.4.
3.13THINSETCERAMICANDPORCELAINTILEINSTALLEDWITHCHEMICAL-RESISTANTBONDCOAT:
A. EpoxyResinType:InstalltileinaccordancewithInstallationofTilewithEpoxyMortar;
ANSIA108.6.
B. FuranResinType:Proportion,mixandplaceinaccordancewiththemanufacturer'sprinted
instructions.SettileinaccordancewithANSIA108.8.
3.14CERAMICANDPORCELAINTILEINSTALLEDWITHELASTOMERICBONDCOAT:
A. SurfacePreparation:Preparesurfacesasspecified.
B. InstallationofElastomericMembrane:ANSIA108.10andTCNAF122-14(ongroundconcrete)
andF122A-14(above-groundconcrete).
1. Primesurfaces,whererequired,inaccordancewithmanufacturer'sinstructions.
2. Installfirstcoatofmembranematerialinaccordancewithmanufacturer'sinstructions,in
thicknessof0.76to1.3mm(30to50mils).
3. Extendmaterialoverflashingringsofdrainsandturnupverticalsurfacesnotlessthan101
mm(4inches)abovefinishfloorsurface.
4. Whenmaterialhasset,recoatareaswithasecondcoatofelastomericmembranematerial
foratotalthicknessof1.3to1.9mm(50to75mils).
5. Aftercuringtestforleakswith25mm(1inch)ofwaterfor24hours.
C. InstallationofTileinElastomericMembrane:
1. Spreadnomorematerialthancanbecoveredwithtilebeforematerialstartstoset.
2. Applytileinsecondcoatofelastomericmembranematerialinaccordancewiththecoating
manufacturer'sinstructionsinlieuataggregatesurfacingspecifiedinASTMC1127.Donot
installtopcoatovertile.
3.15GROUTING:
A. GroutTypeandLocation:
1. Groutforglazedwallandbasetile,pavertileandunglazedmosaictile(exceptfor
therapeuticpool)Portlandcementgrout,latex-Portlandcementgrout,dry-setgrout,or
commercialPortlandcementgrout.
2. Groutforquarrytilefloorandbase:
a. Groutforfloorsofwalk-inrefrigeratedrooms:Epoxygrout.
b. Therapeuticpoolareas:Portlandcementgrout.
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3. Groutfortileoftherapeuticpools:Portlandcementgrout.
B. Workmanship:
1. Installandcuregroutinaccordancewiththeapplicablestandard.
2. SandPortlandCementGrout:ANSIA108.10.
3. StandardCementGrout:ANSIA118.6.
4.HighPerformanceGrout:ANSIA118.7.
5.EpoxyGrout:ANSIA108.6.
6. Water-CleanableEpoxyGrout:ANSIA118.3.
7. FuranandCommercialPortlandCementGrout:ANSIA118.5andinaccordancewiththe
manufacturer'sprintedinstructions.
3.16MOVEMENTJOINTS:
A. Preparetileexpansion,isolation,constructionandcontractionjointsforinstallationofsealant.
RefertoSection079200,JOINTSEALANTS.
B. TCNAdetailsEJ171-14.
C. Atexpansionjoints,rakeoutjointfulldepthoftileandsettingbedandmortarbed.Donotcut
waterprooforisolationmembrane.
D. Rakeoutgroutatjointsbetweentile,tub,servicesink,attoeofbase,andwhereindicatedin
constructiondocumentsnotlessthan6mm(1/4inch)deep.
3.17CLEANING:
A. Thoroughlyspongeandwashtile.Polishglazedsurfaceswithcleandrycloths.
B. Methodsandmaterialsusedarenotpermittedtodamageorimpairappearanceoftilesurfaces.
C. Theuseofacidoracidcleanersonglazedtilesurfacesisprohibited.
D. Cleantilegroutedwithepoxy,furanandcommercialPortlandcementgroutandtilesetin
elastomericbondcoatasrecommendedbythemanufacturerofthegroutandbondcoat.
3.18PROTECTION:
A. Keeptrafficofftilefloor,untilgroutandsettingmaterialisfullysetandcured.
B. Wheretrafficoccursovertilefloorisunavoidable,covertilefloorwithnotlessthan9mm(3/8
inch)thickplywood,woodparticleboard,orhardboardsecurelytapedinplace.Donotremove
protectivecoveruntiltimeforfinalinspection.Cleantileofanytape,adhesiveandstains.
3.19TESTINGFINISHFLOOR:
A. TestfloorsinaccordancewithASTMC627toshowcompliancewithcodes1through10.
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SECTION095100ACOUSTICALCEILINGS
PART1-GENERAL
1.1DESCRIPTION
A. Metalceilingsuspensionsystemforacousticalceilings.
B. Acousticalunits.
1.2RELATEDWORK
A. Color,pattern,andlocationofeachtypeofacousticalunit:RefertoDrawings.
1.3SUBMITTAL
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Samples:
1. Acousticalunits,eachtype,withlabelindicatingconformancetospecificationrequirements.
2. Coloredmarkersforunitsprovidingaccess.
C. Manufacturer'sLiteratureandData:
1. Ceilingsuspensionsystem,eachtype,showingcompletedetailsofinstallation.
2. Acousticalunits,eachtype
D. Manufacturer'sCertificates:Acousticalunits,eachtype,inaccordancewithspecification
requirements.
1.4DEFINITIONS
A. StandarddefinitionsasdefinedinASTMC634.
B. TerminologyasdefinedinASTME1264.
1.5APPLICABLEPUBLICATIONS
A. Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedinthetextbybasicdesignationonly.
B. AmericanSocietyforTestingandMaterials(ASTM):
A641/A641M-09........................Zinc-coated(Galvanized)CarbonSteelWire
A653/A653M-11........................SteelSheet,Zinc-Coated(Galvanized)orZinc-IronAlloy-coated
(Galvannealed)bytheHot-DipProcess
C423-09......................................SoundAbsorptionandSoundAbsorptionCoefficientsbythe
ReverberationRoomMethod
C634-11......................................StandardTerminologyRelatingtoEnvironmentalAcoustics
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C635-13......................................MetalSuspensionSystemsforAcousticalTileandLay-inPanel
Ceilings
C636-13......................................InstallationofMetalCeilingSuspensionSystemsforAcoustical
TileandLay-inPanels
E84-13........................................SurfaceBurningCharacteristicsofBuildingMaterials
E119-12......................................FireTestsofBuildingConstructionandMaterials
E413-10......................................ClassificationforRatingSoundInsulation.
E580-11......................................ApplicationofCeilingSuspensionSystemsforAcousticalTile
andLay-inPanelsinAreasRequiringSeismicRestraint
E1264-08e1................................ClassificationforAcousticalCeilingProducts
C. InternationalOrganizationforStandardization(ISO)
ISO14644-1...............................ClassificationofAirCleanliness
PART2-PRODUCTS
2.1METALSUSPENSIONSYSTEM
A. ASTMC635,heavy-dutysystem,exceptasotherwisespecified.
1. Ceilingsuspensionsystemmembersmaybefabricatedfromeitherofthefollowingunless
specifiedotherwise.
a. Galvanizedcold-rolledsteel,bonderized.
b. Extrudedaluminum.
c. Fireresistantplastic(glassfiber)havingaflamespreadandsmokedevelopedratingof
notmorethan25whentestedinaccordancewithASTME84.
2. Usesameconstructionforcrossrunnersasmainrunners.Useoflighter-dutysectionsfor
crossrunnersisnotacceptable.
3. Usealuminumsuspensioninkitchensandaluminumorfireresistantplasticintoilets
adjacenttoshowerareas,hydrotherapy,andswimmingpools.
B. Exposedgridsuspensionsystemforsupportoflay-inpanels:
1. Exposedgridwidthnotlessthan22mm(7/8inch)withnotlessthan8mm(5/16inch)panel
bearingsurface.
2. Fabricatewallmoldingandotherspecialmoldingfromthesamematerialwithsame
exposedwidthandfinishastheexposedgridmembers.
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3. Onexposedmetalsurfacesapplybaked-onenamelflattexturefinishincolortomatch
adjacentacousticalunitsunlessspecifiedotherwiseinSection090600,SCHEDULEFOR
FINISHES.
C. Concealedgridsuspensionsystemforsupportofmineralbaseacousticaltile:
1. Concealedgridupwardaccesssuspensionsystemtoprovideaninitialopeningof300mmby
600mm(12by24inches)andforremovalofadjacentrunnersandtilewithouttheuseof
specialtools,andwithoutdamagetosuspensionsystemandacousticaltile.
2. Minimumflangewidthof22mm(7/8inch)exceptforaccesshookandangle.
3. Minimumflangewidthof11mm(7/16inch)foraccesshookandangle.
D. SuspensionsystemforsupportofMetalTypeV,VI,andVIItiles:Concealedgridtypehaving
runnersdesignedforthesnap-inattachmentofmetaltile(pans).
2.2PERIMETERSEAL
A. Vinyl,polyethyleneorpolyurethaneopencellspongematerialhavingdensityof1.3plusor
minus10percent,compressionsetlessthan10percentwithpressuresensitiveadhesivecoating
ononeside.
B. Thicknessasrequiredtofillvoidsbetweenbackofwallmoldingandfinishwall.
C. Notlessthan9mm(3/8inch)widestrip.
2.3WIRE
A. ASTMA641.
B. Forwirehangers:Minimumdiameter2.68mm(0.1055inch).
C. Forbracingwires:Minimumdiameter3.43mm(0.1350inch).
2.4ANCHORSANDINSERTS
A. Useanchorsorinsertstosupporttwicetheloadsimposedbyhangersattachedthereto.
B. HangerInserts:
1. Fabricateinsertsfromsteel,zinc-coated(galvanizedafterfabrication).
2. Nailingtypeoptionforwoodforms:
a. Upperportiondesignedforanchorageinconcreteandpositioninglowerportionbelow
surfaceofconcreteapproximately25mm(oneinch).
b. Lowerportionprovidedwithnotlessthan8mm(5/16inch)holetopermitattachment
ofhangers.
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3. Flushceilinginserttype:
a. Designedtoprovideashellcoveredopeningoverawirelooptopermitattachmentof
hangersandkeepconcreteoutofinsertrecess.
b. Insertopeninginsideshellapproximately16mm(5/8inch)wideby9mm(3/8inch)
highovertopofwire.
c. Wire5mm(3/16inch)diameterwithlengthtoprovidepositivehookedanchoragein
concrete.
C. Clips:
1. Galvanizedsteel.
2. Designedtoclamptosteelbeamorbarjoists,orsecureframingmembertogether.
3. Designedtorigidlysecureframingmemberstogether.
4. Designedtosustaintwicetheloadsimposedbyhangersoritemssupported.
D. TileSplines:ASTMC635.
2.5CARRYINGCHANNELSFORSECONDARYFRAMING
A. Fabricatefromcold-rolledorhot-rolledsteel,blackasphalticpaintfinish,freeofrust.
B. Weighingnotlessthanthefollowing,per300m(perthousandlinearfeet):
Sizemm SizeInches
Cold-rolled
Kg Pound
Hot-rolledKg Pound
38 11/2 215.4 475 508 1120
50 2 267.6 590 571.5 1260
2.6ADHESIVE
A. ASTMD1779,havingflamespreadindexof25orlesswhentestedinaccordancewithASTM
E84.
B. Developingminimumstrengthof7kg/m2(onepsi)ofcontactsurface48hoursafterinstallation
intemperatureof21°C(70°F).
2.7ACOUSTICALUNITS
A. General:
1. CeilingTileshallmeetminimum37%bio-basedcontentinaccordancewithUSDABio-
PreferredProductrequirements.
2. ASTME1264,weighing3.6kg/m2(3/4psf)minimumformineralfiberpanelsortile.
3. ClassAFlameSpread:ASTM84
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4. MinimumNRC(NoiseReductionCoefficient):0.55unlessspecifiedotherwise:ASTMC423.
5. MinimumCAC(CeilingAttenuationClass):40-44rangeunlessspecifiedotherwise:ASTM
E413.
6. Manufacturersstandardfinish,minimumLightReflectance(LR)coefficientof0.75onthe
exposedsurfaces,exceptasspecifiedotherwiseontheDrawings.
7. Lay-inpanels:Sizesasshown,withsquareedgesrevealedgesexceptasindicatedonthe
Drawings.
H. TypeXX-AUnits-PerforatedCeramicUnitsforWetService.
1. ConformtorequirementsofPart2-Article"ACOUSTICALUNITS,"subparagraphsParagraph
A,1,2,3,4,5and6.
2. Formulatedofmineralwoolmaterialandfiredinakilntoproduceastablepanelwhichis
totallyunaffectedbymoistureevenwhensubmergedinwater.
3. Nodamagewhensubjectedto10cyclesofsteamat135°C(275°F)andcoolingto10°C(50
°F).
4. Minimumof16mm(5/8inch)thick.
5. Notaffectedwhenimmersedinfivepercentchlorinesolution,exceptforpaintfinish.
2.9ACCESSIDENTIFICATION
A. Markers:
1. Usecoloredmarkerswithpressuresensitiveadhesiveononeside.
2. Makecoloredmarkersofpaperofplastic,6to9mm(1/4to3/8inch)indiameter.
B. Usemarkersofthesamediameterthroughoutbuilding.
C. ColorCode:Usefollowingcolormarkersforserviceidentification:
Color..........................................Service
Red.............................................SprinklerSystem:ValvesandControls
Green.........................................DomesticWater:ValvesandControls
Yellow........................................ChilledWaterandHeatingWater
Orange.......................................Ductwork:FireDampers
Blue............................................Ductwork:DampersandControls
Black..........................................Gas:Laboratory,Medical,AirandVacuum
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PART3EXECUTION
3.1CEILINGTREATMENT
A. Treatmentofceilingsshallincludesidesandsoffitsofceilingbeams,furredwork600mm(24
inches)wideandover,andverticalsurfacesatchangesinceilingheightsunlessotherwise
shown.Installacoustictilesafterwetfinisheshavebeeninstalledandsolventshavecured.
B. Layoutacousticalunitssymmetricallyaboutcenterlinesofeachroomorspaceunlessshown
otherwiseonreflectedceilingplan.
C. Moldings:
1. Installmetalwallmoldingatperimeterofroom,column,oredgeatverticalsurfaces.
2. Installspecialshapedmoldingatchangesinceilingheightsandatotherbreaksinceiling
constructiontosupportacousticalunitsandtoconcealtheiredges.
D. PerimeterSeal:
1. Installperimetersealbetweenverticallegofwallmoldingandfinishwall,partition,and
otherverticalsurfaces.
2. Installperimetersealtofinishflushwithexposedfacesofhorizontallegsofwallmolding.
E. Existingceiling:
1. Whereextensionofexistingceilingsoccur,matchexisting.
2. Whereacousticalunitsaresalvagedandreinstalledorjoined,usesalvagedunitswithina
space.Donotmixnewandsalvagedunitswithinaspacewhichresultsincontrastbetween
oldandnewacousticunits.
3. Complywithspecificationsfornewacousticalunitsfornewunitsrequiredtomatch
appearanceofexistingunits.
3.2CEILINGSUSPENSIONSYSTEMINSTALLATION
A. General:
1. Installmetalsuspensionsystemforacousticaltileandlay-inpanelsinaccordancewithASTM
C636,exceptasspecifiedotherwise.
2. UsedirectorindirecthungsuspensionsystemorcombinationthereofasdefinedinASTM
C635.
3. Supportamaximumareaof1.48m2(16sf)ofceilingperhanger.
4. Preventdeflectioninexcessof1/360ofspanofcrossrunnerandmainrunner.
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5. Provideextrahangers,minimumofonehangerateachcornerofeachitemofmechanical,
electricalandmiscellaneousequipmentsupportedbyceilingsuspensionsystemnothaving
separatesupportorhangers.
6. Providenotlessthan100mm(4inch)clearancefromtheexposedfaceoftheacoustical
unitstotheundersideofducts,pipe,conduit,secondarysuspensionchannels,concrete
beamsorjoists;andsteelbeamorbarjoistunlessfurredsystemisshown,
7. Usemainrunnersnotlessthan1200mm(48inches)inlength.
8. Installhangerwiresvertically.Angledwiresarenotacceptableexceptforseismicrestraint
bracingwires.
B. AnchoragetoStructure:
1. Concrete:
a. Installhangerinsertsandwireloopsrequiredforsupportofhangerwireinconcrete
formsbeforeconcreteisplaced.Installhangerwireswithloopedendsthroughsteel
deckifsteeldeckdoesnothaveattachmentdevice.
b. Useeyepinsorthreadedstudswithscrew-oneyesinexistingoralreadyplacedconcrete
structurestosupporthangerwire.Installinsidesofconcretebeamsorjoistsatmid
height.
2. Steel:
a. Whensteelframingdoesnotpermitinstallationofhangerwiresatspacingrequired,
installcarryingchannelsforattachmentofhangerwires.
(1) Sizeandspacecarryingchannelstoinsurethatthemaximumdeflectionspecified
willnotbeexceeded.
(2) Attachhangerstosteelcarryingchannels,spacedfourfeetoncenter,unlessarea
supportedordeflectionexceedstheamountspecified.
b. Attachcarryingchannelstothebottomflangeofsteelbeamsspacednot1200mm(4
feet)oncenterbeforefireproofingisinstalled.Weldorusesteelclipstoattachtobeam
todevelopfullstrengthofcarryingchannel.
c. Attachhangerstobottomchordofbarjoistsortocarryingchannelsinstalledbetween
thebarjoistswhenhangerspacingpreventsanchoragetojoist.Restcarryingchannels
ontopofthebottomchordofthebarjoists,andsecurelywiretieorcliptojoist.
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B. DirectHungSuspensionSystem:
1. AsillustratedinASTMC635.
2. Supportmainrunnersbyhangerwiresattacheddirectlytothestructureoverhead.
3. Maximumspacingofhangers,1200mm(4feet)oncentersunlessinterferenceoccursby
mechanicalsystems.Useindirecthungsuspensionsystemwherenotpossibletomaintain
hangerspacing.
C. IndirectHungSuspensionSystem:
1. AsillustratedinASTMC635.
2. Spacecarryingchannelsforindirecthungsuspensionsystemnotmorethan1200mm(4
feet)oncenter.Spacehangersforcarryingchannelsnotmorethan2400mm(8feet)on
centerorforcarryingchannelslessthan1200mm(4feet)orcentersoastoinsurethat
specifiedrequirementsarenotexceeded.
3. Supportmainrunnersbyspeciallydesignedclipsattachedtocarryingchannels.
3.3ACOUSTICALUNITINSTALLATION
A. Cutacousticunitsforperimeterbordersandpenetrationstofittightagainstpenetrationfor
jointnotconcealedbymolding.
B. Installlay-inacousticpanelsinexposedgridwithnotlessthan6mm(1/4inch)bearingatedges
onsupports.
1. Installtiletolaylevelandinfullcontactwithexposedgrid.
2. Replacecracked,broken,stained,dirty,ortilenotcutforminimumbearing.
C. Tileinconcealedgridupwardaccesssuspensionsystem:
1. Installacousticaltilewithjointsclose,straightandtruetoline,andwithexposedsurfaces
levelandflushatjoints.
2. Makecornersandarisesfull,andwithoutwornorbrokenplaces.
3. LocateacousticalunitsprovidingaccessasspecifiedunderArticle,ACCESS.
D. Adhesiveappliedtile:
1. ConditionofsurfaceshallbeinaccordancewithASTMD1779,Note1,Cleanlinessof
Surface,andNote4,RigidityofBaseSurface.
2. Sizeorsealsurfaceasrecommendedbymanufacturerofadhesiveandallowtodrybefore
installingunits.
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E. Markers:
1. Installmarkersofcolorcodespecifiedtoidentifythevariousconcealedpiping,mechanical,
andplumbingsystems.
2. Attachcoloredmarkerstoexposedgridonoppositesidesoftheunitsprovidingaccess.
3. Attachmarkeronexposedceilingsurfaceofupwardaccessacousticalunit.
3.5CLEAN-UPANDCOMPLETION
A. Replacedamaged,discolored,dirty,crackedandbrokenacousticalunits.
B. Leavefinishedworkfreefromdefects.
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096513-1of3
SECTION096513RESILIENTBASEANDACCESSORIES
PART1-GENERAL
1.1DESCRIPTION
Thissectionspecifiestheinstallationofvinylorrubberbase.
1.2RELATEDWORK
A. Colorandtexture:RefertoDrawings.
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:
1. Descriptionofeachproduct.
2. Basemanufacturer'srecommendationsforadhesives.
3. Applicationandinstallationinstructions.
C. Samples:
1. Base:150mm(6inches)long,eachtypeandcolor.
2. Adhesive:Literatureindicatingeachtype.
1.4DELIVERY
A. Delivermaterialstothesiteinoriginalsealedpackagesorcontainers,clearlymarkedwiththe
manufacturer'snameorbrand,typeandcolor,productionrunnumberanddateofmanufacture.
B. Materialsfromcontainerswhichhavebeendistorted,damagedoropenedpriortoinstallationwillbe
rejected.
1.5STORAGE
A. Storematerialsinweathertightanddrystoragefacility.
B. Protectmaterialfromdamagebyhandlingandconstructionoperationsbefore,during,andafter
installation.
1.6APPLICABLEPUBLICATIONS
A. Thepublicationlistedbelowformapartofthisspecificationtotheextentreferenced.Thepublications
arereferencedinthetextbythebasicdesignationonly.
B. AmericanSocietyforTestingandMaterials(ASTM):
F1861-08.........................................ResilientWallBase
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PART2-PRODUCTS
2.1GENERAL
Useonlyproductsbythesamemanufacturerandfromthesameproductionrun.
2.2RESILIENTBASE
A. ASTMF1861,3mm(1/8inch)thick,100mm(4inches)or150mm(6inches)highasindicatedonthe
Drawings,Thermoplastics,Group2-layered.StyleB-cove.
B. Wherecarpetoccurs,useStyleA-straight.
C. Useonlyonetypeofbasethroughout.
2.3ADHESIVES
A. Useproductsrecommendedbythematerialmanufacturerfortheconditionsofuse.
B. Uselow-VOCadhesiveduringinstallation.WaterbasedadhesivewithlowVOCispreferredoversolvent
basedadhesive.
PART3-EXECUTION
3.1PROJECTCONDITIONS
A. Maintaintemperatureofmaterialsabove21oC(70°F),for48hoursbeforeinstallation.
B. Maintaintemperatureofroomswhereworkoccurs,between21oCand27oC(70oFand80oF)foratleast
48hours,before,during,andafterinstallation.
C. Donotinstallmaterialsuntilbuildingispermanentlyenclosedandwetconstructioniscomplete,dry,and
cured.
3.2INSTALLATIONREQUIREMENTS
A. Therespectivemanufacturer'sinstructionsforapplicationandinstallationwillbeconsideredforusewhen
approvedbytheResidentEngineer.
B. SubmitproposedinstallationdeviationfromthisspecificationtotheResidentEngineerindicatingthe
differencesinthemethodofinstallation.
C. TheResidentEngineerreservestherighttohavetestportionsofmaterialinstallationremovedtocheck
fornon-uniformadhesionandspottyadhesivecoverage.
3.3PREPARATION
A. Examinesurfacesonwhichmaterialistobeinstalled.
B. Fillcracks,pits,anddentswithlevelingcompound.
C. Levelto3mm(1/8inch)maximumvariations.
D. Donotuseadhesiveforlevelingorfilling.
E. Grind,sand,orcutawayprotrusions;grindhighspots.
F. Cleansubstrateareaofoil,grease,dust,paint,anddeleterioussubstances.
G. Substrateareadryandcured.Performmanufacturer’srecommendedbondandmoisturetest.
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H. Preparationofexistinginstallation:
1. Removeexistingbaseincludingadhesive.
2. Donotusesolventstoremoveadhesives.
3. Preparesubstrateasspecified.
3.4BASEINSTALLATION
A. Location:
1. Unlessotherwisespecifiedorshown,wherebaseisscheduled,installbaseovertoespaceofbaseof
casework,lockers,laboratory,pharmacyfurnitureislandcabinetsandwhereotherequipmentoccurs.
2. Extendbasescheduledforroomintoadjacentcloset,alcoves,andaroundcolumns.
B. Application:
1. Applyadhesiveuniformlywithnobarespots.
2. Setbasewithjointsalignedandbuttedtotouchforentireheight.
3. Beforestartinginstallation,layoutbasematerialtoprovidetheminimumnumberofjointswithno
striplessthan600mm(24inches)length.
a. Shortpiecestosavematerialwillnotbepermitted.
b. Locatejointsasremotefromcornersasthemateriallengthsorthewallconfigurationwillpermit.
C. Formcornersandendstopsasfollows:
1. Scorebackofoutsidecorner.
2. Scorefaceofinsidecornerandnotchcove.
D. Rollbaseforcompleteadhesion.
3.5CLEANINGANDPROTECTION
A. Cleanallexposedsurfacesofbaseandadjoiningareasofadhesivespatterbeforeitsets.
B. Keeptrafficoffresilientmaterialforatleast72hoursafterinstallation.
C. Cleanandpolishmaterialsinthefollowingorder:
1. Aftertwoweeks,scrubresilientbasematerialswithaminimumamountofwaterandamild
detergent.Leavesurfacescleanandfreeofdetergentresidue.Polishresilientbasetoaglossfinish.
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SECTION096519RESILIENTTILEFLOORING
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiestheinstallationofluxuryvinyltile,linoleumtileandaccessoriesrequired
foracompleteinstallation.
1.2RELATEDWORK:
A.SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B. ResilientBase:Section096513,RESILIENTBASEANDACCESSORIES.
C.SubfloorTestingandPreparation:Section090516,SUBSURFACEPREPARATIONFORFLOOR
FINISHES.
D.RemovalofExistingConstructionContainingAsbestos:Section028213.19,ASBESTOSFLOORTILE
ANDMASTICABATEMENT.
E.Color,PatternandTextureforResilientTileFlooringandAccessories:RefertoDrawings.
1.3SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittalsasdescribedbelow:
1.VolatileorganiccompoundspervolumeasdescribedinPART2-PRODUCTS.
2.PostconsumerandpreconsumerrecycledcontentasdescribedinPART2-PRODUCTS.
C. Manufacturer'sLiteratureandData:
1. Descriptionofeachproduct.
2. Resilientmaterialmanufacturer’srecommendationsforadhesives,underlayment,primers,
andpolish.
3. Application,installationandmaintenanceinstructions.
D. Samples:
1. Tile:Eachtype,color,thicknessandfinish.
2. EdgeStrips:Eachtype,color,thicknessandfinish.
3. FeatureStrips:Eachtype,color,thicknessandfinish.
E. ShopDrawings:
1. Layoutofpatternsasshownontheconstructiondocuments.
2. Edgestriplocationsshowingtypesanddetailcrosssections.
F. TestReports:
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1. Abrasionresistance:Depthofwearforeachtiletypeandcolorandvolumelossoftile,
certifiedbyindependentlaboratory.TestedperASTMF510/F510M.
2.MoistureandpHtestresultsasperSection090516,SUBSURFACEPREPARATIONFORFLOOR
FINISHES.
1.4DELIVERY:
A. Delivermaterialstothesiteinoriginalsealedpackagesorcontainers,clearlymarkedwiththe
manufacturer'snameorbrand,typeandcolor,productionrunnumberanddateof
manufacture.
B. Materialsfromcontainerswhichhavebeendistorted,damagedoropenedpriortoinstallation
arenotacceptable.
1.5STORAGE:
A. Storematerialsinaclean,dry,enclosedspaceofftheground,protectedfromharmfulweather
conditionsandattemperatureandhumidityconditionsrecommendedbythemanufacturer.
Protectadhesivesfromfreezing.Storeflooring,adhesives,andaccessoriesinthespaceswhere
theywillbeinstalledforatleast48hoursbeforebeginninginstallation.
1.6QUALITYASSURANCE:
A.InstallerQualifications:Acompanyspecializingininstallationwithminimumthree(3)years’
experienceandemploysexperiencedflooringinstallerswhohaveretained,andcurrentlyhold,
anINSTALLCertification,oracertificationfromacomparablecertificationprogram.
1.InstallerstobecertifiedbyINSTALLoracomparablecertificationprogramwiththefollowing
minimumcriteria:
a.USDepartmentofLaborapprovedfour(4)yearapprenticeshipprogram,160hoursa
year.
b.Careerlongtraining.
c.Manufacturerendorsedtraining.
d.Fundamentaljourneymanskillscertification.
B.Furnishproducttypematerialsfromthesameproductionrun.
1.7WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21,“WarrantyofConstruction”.
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1.8APPLICABLEPUBLICATIONS:
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. ASTMInternational(ASTM):
D2047-11...................................TestMethodforStaticCoefficientofFrictionofPolish-Coated
FlooringSurfacesasMeasuredbytheJamesMachine
D2240-05(R2010).......................TestMethodforRubberProperty—DurometerHardness
D4078-02(R2008).......................WaterEmulsionFloorFinish
E648-14c....................................CriticalRadiantFluxofFloorCoveringSystemsUsingaRadiant
EnergySource
E662-14......................................SpecificOpticalDensityofSmokeGeneratedbySolidMaterials
E1155/E1155M-14.....................DeterminingFloorFlatnessandFloorLevelnessNumbers
F510/F510M-14.........................ResistancetoAbrasionofResilientFloorCoveringsUsingan
AbraderwithaGritFeedMethod
F710-11......................................PreparingConcreteFloorstoReceiveResilientFlooring
F925-13......................................TestMethodforResistancetoChemicalsofResilientFlooring
F1066-04(R2014).......................VinylCompositionFloorTile
F1344-12(R2013).......................RubberFloorTile
F1700-13a..................................SolidVinylFloorTile
F1869-11....................................TestMethodforMeasuringMoistureVaporEmissionRateof
ConcreteSubfloorUsingAnhydrousCalciumChloride
F2170-11....................................TestMethodforDeterminingRelativeHumidityinConcrete
FloorSlabsUsinginSituProbes
F2195-13....................................LinoleumFloorTile
C. CodeofFederalRegulation(CFR):
40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,
DensityVolumeSolids,andWeightSolidsofSurfaceCoating
D.InternationalStandardsandTrainingAlliance(INSTALL):
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PART2-PRODUCTS
2.1PERFORMANCEREQUIREMENTS:
A. Provideadhesives,underlayment,primers,andpolishrecommendedbyresilientfloormaterial
manufacturer.
B. CriticalRadiantFlux:0.45wattspersq.cmormore,ClassI,perASTME648.
C. SmokeDensity:Lessthan450perASTME662.
D.SlipResistance–Notlessthan0.5whentestedwithASTMD2047.
2.2LUXURYVINYLTILE:
A.ASTMF1700,ClassIII,PrintedFilmVinylTile,TypeA.
B.Thickness:12mil(1/8inch).
C.Size:6”x36”strips.
D. Provideproductswithrecycledcontentwithnotlessthan30percent.
2.7ADHESIVES:
A. Providewaterresistanttypeadhesiveforflooring,baseandaccessoriesasrecommendedbythe
manufacturertosuitsubstrateconditions.VOCcontenttobelessthanthe50grams/Lwhen
calculatedaccordingto40CFR59(EPAMethod24).Submitmanufacturer’sdescriptivedata,
documentationstatingphysicalcharacteristics,andmildewandgermicidalcharacteristics.
2.8PRIMERFORCONCRETESUBFLOORS:
A. ProvideinaccordancewithSection090516,SUBSURFACEPREPARATIONFORFLOORFINISHES.
2.9LEVELINGCOMPOUNDFORCONCRETEFLOORS:
A. Providecementitiousproductswithlatexorpolyvinylacetateresinsinthemixinaccordance
withSection090516,SUBSURFACEPREPARATIONFORFLOORFINISHES.
2.10POLISHANDCLEANERS:
A. Cleaners:Asrecommendedinwritingbyfloortilemanufacturer.
B. Polish:ASTMD4078.
2.11MOULDING:
A.Providetaperedmouldingsofvinylandtypesasindicatedontheconstructiondocumentsfor
bothedgesandtransitionsofflooringmaterialsspecified.Provideverticalliponmouldingof
maximum6mm(1/4inch).Providebevelchangeinlevelbetween6and13mm(1/4and1/2
inch)withaslopenogreaterthan1:2.
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PART3-EXECUTION
3.1ENVIRONMENTALREQUIREMENTS:
A. Maintainflooringmaterialsandareastoreceiveresilientflooringatatemperatureabove20
degreesC(68degreesF)forthree(3)daysbeforeapplication,duringapplicationandtwo(2)
daysafterapplication,unlessotherwisedirectlybytheflooringmanufacturerfortheflooring
beinginstalled.Maintainaminimumtemperatureof13degreesC(55degreesF)thereafter.
Provideadequateventilationtoremovemoisturefromareaandtocomplywithregulations
limitingconcentrationsofhazardousvapors.
B. Donotinstallflooringuntilbuildingispermanentlyenclosedandwetconstructioninornear
areastoreceivetilematerialsiscomplete,dryandcured.
3.2SUBFLOORTESTINGANDPREPARATION:
A.PrepareandtestsurfacestoreceiveresilienttileandadhesiveasperSection090516,
SUBSURFACEPREPARATIONFORFLOORFINISHES.
1. Removeexistingresilientfloorandexistingadhesive.
B.PrepareconcretesubstratesinaccordancewithASTMF710.
C.Performworkregardingremovalofflooringandadhesivecontainingasbestosasspecifiedin
Section028213.19,ASBESTOSFLOORTILEANDMASTICABATEMENT.
3.3INSTALLATION:
A. Installinaccordancewithmanufacturer'sinstructionsforapplicationandinstallationunless
specifiedotherwise.
B. Mixtilefromatleasttwocontainers.Anapparentlineeitherofshadesorpatternvarianceisnot
acceptable.
C. TileLayout:
1. Iflayoutisnotshownonconstructiondocuments,laytilesymmetricallyaboutcenterof
roomorspacewithjointsaligned.
2. Varyedgewidthasnecessarytomaintainfullsizetilesinthefield,noedgetiletobeless
than1/2thefieldtilesize,exceptwhereirregularshapedroomsmakeitimpossible.
3. Placetilepatterninthesamedirection;donotalternatetilesunlessspecificallyindicatedin
theconstructiondocumentstothecontrary.
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D. Application:
1. Adherefloortiletoflooringsubstratesusingafullspreadofadhesiveappliedtosubstrateto
produceacompletedinstallationwithoutopencracks,voids,raisingandpuckeringatjoints,
telegraphingofadhesivespreadermarks,andothersurfaceimperfections.
2. Scribe,cut,andfitfloortilestobuttneatlyandtightlytoverticalsurfacesandpermanent
fixturesincludingbuilt-infurniture,cabinets,pipes,outlets,anddoorframes.
3. Extendfloortilesintotoespaces,doorreveals,closets,andsimilaropenings.Extendfloor
tilestocenterofdooropenings.
4.Rolltilefloorwithaminimum45kg(100pound)roller.
E.SealjointsatpipeswithsealantsinaccordancewithSection079200,JOINTSEALANTS.
F. InstallationofEdgeStrips:
1. Locateedgestripsundercenterlineofdoorsunlessotherwiseshownonconstruction
documents.
2. Setresilientedgestripsinadhesive.Anchormetaledgestripswithanchorsandscrews.
3. Wheretileedgeisexposed,buttedgestriptotouchalongtileedge.
4. Wherethinsetceramictileabutsresilienttile,setedgestripagainstfloorfileandagainst
theceramictileedge.
3.4CLEANINGANDPROTECTION:
A. Cleanadhesivemarksonexposedsurfacesduringtheapplicationofresilientmaterialsbefore
theadhesivesets.Exposedadhesiveisnotacceptable.
B. Keeptrafficoffresilientmaterialforaminimum72hoursafterinstallation.
C. Cleanflooringasrecommendedinaccordancewithmanufacturer’sprintedmaintenance
instructionsandwithintherecommendedtimeframe.Asrequiredbythemanufacturer,apply
therecommendednumberofcoatsandtypeofpolishand/orfinishinaccordancewith
manufacturer’swritteninstructions.
D. Whenconstructiontrafficoccursovertile,coverresilientmaterialswithreinforcedkraftpaper
properlysecuredandmaintaineduntilremovalisdirectedbyCOR.Atentrancesandwhere
wheeledvehiclesorcartsareused,covertilewithplywood,hardboard,orparticleboardover
paper,securedandmaintaineduntilremovalisdirectedbyCOR.
E. Whenprotectivematerialsareremovedandimmediatelypriortoacceptance,replacedamaged
tileandmouldings,re-cleanresilientmaterials.
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3.5LOCATION:
A. Unlessotherwiseindicatedinconstructiondocuments,installtileflooring,underareaswhere
casework,laboratoryandpharmacyfurnitureandotherequipmentoccur.
B. Extendtileflooringforroomintoadjacentclosetsandalcoves.
---END---
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SECTION096723.20RESINOUS(EPOXYBASE)WITHVINYLCHIPBROADCAST(RES-2)
PART1-GENERAL
1.1DESCRIPTION
A. ThissectionspecifiesResinous(Resinousepoxybasewithvinylchipflakebroadcast)flooringwithintegral
covebase:
1. Res-2Resinous(epoxy)vinylchipflakebroadcastflooringsystem.
1.2RELATEDWORK
A. ConcreteandMoistureVaporBarrier:Section033000,CAST-IN-PLACECONCRETE.
B. SubstratePreparationforFloorFinishes:Section090516.
C. Colorandlocationofeachtypeofresinousflooring:AsindicatedinDrawings.
D. FloorDrains:Division22,PLUMBING.
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:
1. Descriptionofeachproducttobeprovided.
2. Applicationandinstallationinstructions.
3. MaintenanceInstructions:Submitmanufacturer’swritteninstructionsforrecommended
maintenancepractices.
C. QualificationData:ForInstaller.
D. SustainableSubmittal:
1. Productdataforproductshavingrecycledcontent,submitdocumentationindicatingpercentagesby
weightofpost-consumerandpre-consumerrecycledcontent.
a. Includestatementsindicatingcostsforeachproducthavingrecycledcontent.
2. Productdataforfieldapplied,interior,paints,coatings,andprimers,includeprintedstatementof
VOCcontentindicatingcompliancewithenvironmentalrequirements.
E. Samples:
1. EachcolorandtexturespecifiedinSection090600,SCHEDULEFORFINISHES.
2. Samplesforverification:Foreach(colorandtexture)resinousflooringsystemrequired,6inches(152
mm)square,appliedtoarigidbackingbyinstallerforthisproject.
3. Sampleshowingconstructionfromsubstratetofinishsurfaceinthicknessspecifiedandcolorand
textureoffinishedsurfaces.Finishedflooringmustmatchtheapprovedsamplesincolorandtexture.
F.
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ShopDrawings:Includeplans,sections,componentdetails,andattachmenttoothertrades.Indicatelayoutof
thefollowing:
1. Patterns.
2. Edgeconfigurations.
G. CertificationsandApprovals:
1. Manufacturer'scertificationofmaterialandsubstratecompliancewithspecification.
2. Manufacturer'sapprovalofinstaller.
3. Contractor'scertificateofcompliancewithQualityAssurancerequirements.
H. Warranty:Asspecifiedinthissection.
1.4QUALITYASSURANCE
A. ManufactureCertificate:Manufactureshallcertifythataparticularresinousflooringsystemhasbeen
manufacturedandinuseforaminimumoffive(5)years.
B. InstallerQualifications:Engageanexperiencedinstaller(applicator)whoisexperiencedinapplying
resinousflooringsystemssimilarinmaterial,design,andextenttothoseindicatedforthisprojectfora
minimumperiodoffive(5)years,whoseworkhasresultedinapplicationswitharecordofsuccessfulin-
serviceperformance,andwhoisacceptabletoresinousflooringmanufacturer.
1. Engageaninstallerwhoiscertifiedinwritingbyresinousflooringmanufacturerasqualifiedtoapply
resinousflooringsystemsindicated.
2. Contractorshallhavecompletedatleastten(10)projectsofsimilarsizeandcomplexity.Includelist
ofatleastfive(5)projects.Listmustincludeowner(purchaser);addressofinstallation,contact
informationatinstallationprojectsite;anddateofinstallation.
3. Installer'sPersonnel:Employpersonstrainedforapplicationofspecifiedproduct.
C. SourceLimitations:
1. Obtainprimaryresinousflooringmaterialsincludingprimers,resins,hardeningagents,groutingcoats
andfinishorsealingcoatsfromasinglemanufacturer.
2. Providesecondarymaterials,includingpatchingandfillmaterial,jointsealant,andrepairmaterialof
typeandfromsourcerecommendedbymanufacturerofprimarymaterials.
E. Pre-InstallationConference:
1. Conveneameetingnotlessthanthirtydayspriortostartingwork.
2. Attendance:
a. Contractor
b. VAResidentEngineer
c. ManufacturerandInstaller'sRepresentative
3. Reviewthefollowing:
a. Environmentalrequirements
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1) Airandsurfacetemperature
2) Relativehumidity
3) Ventilation
4) Dustandcontaminates
b. Protectionofsurfacesnotscheduledtobecoated
c. Inspectanddiscusconditionofsubstrateandotherpreparatoryworkperformed
d. Reviewandverifyavailabilityofmaterial;installer’spersonnel,equipmentneeded
e. Designandpatternandedgeconditions.
f. Performanceofthecoatingwithchemicalsanticipatedintheareareceivingtheresinous
(urethaneandepoxymortar/cement)flooringsystem
g. Applicationandrepair
h. Fieldqualitycontrol
i. Cleaning
j. Protectionofcoatingsystems
k. One-yearinspectionandmaintenance
l. Coordinationwithotherwork
F. Manufacturer’sFieldServices:Manufacturer’srepresentativeshallprovidetechnicalassistanceand
guidanceforsurfacepreparationandapplicationofresinousflooringsystems.
G. ContractorJobSiteLog:Contractorshalldocumentdaily;theworkaccomplishedenvironmental
conditionsandanyotherconditioneventsignificanttothelongtermperformanceoftheurethaneand
epoxymortar/cementflooringmaterialsinstallation.TheContractorshallmaintaintheserecordsforone
yearafterSubstantialCompletion.
1.5MATERIALPACKAGINGDELIVERYANDSTORAGE
A. Delivermaterialstothesiteinoriginalsealedpackagesorcontainers,clearlymarkedwiththe
manufacturer'snameorbrand,typeandcolor,productionrunnumberanddateofmanufacture.
B. Protectmaterialsfromdamageandcontaminationinstorageordelivery,includingmoisture,heat,cold,
directsunlight,etc.
C. Maintaintemperatureofstorageareabetween60and80degreesF(15and26degreesC).
D. Keepcontainerssealeduntilreadyforuse.
E. Donotusematerialsbeyondmanufacturer’sshelflifelimits.
F. Packagematerialsinfactorypre-weighedandinsingle,easytomanagebatchessizedforeaseofhandling
andmixingproportionsfromentirepackageorpackages.NoOnsiteweighingorvolumetric
measurementsareallowed.
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1.6PROJECTCONDITIONS
A. EnvironmentalLimitations:Complywithresinousflooringmanufacturer'swritteninstructionsfor
substratetemperature,ambienttemperature,moisture,ventilation,andotherconditionsaffecting
resinousflooringapplication.
1. Maintainmaterialandsubstratetemperaturebetween65and85degreesF(18and30degreesC)
duringresinousflooringapplicationandfornotlessthan24hoursafterapplication.
2. Concretesubstrateshallbeproperlycuredperreferencedsection033000,CAST-IN-PLACE
CONCRETE.Standardcuretimeaminimumof30days.Avaporbarriermustbepresentforconcrete
subfloorsonorbelowgrade.
a. Resinousflooringapplicationswheremoisturetestingresultinginreadingsexceedinglimitsas
definedinthisspecificationunderpart3,section3.4,paragraphB,shallemployanmultiple
component15milthicksystemdesignedtosuppressexcessmoistureinconcrete.
b. Applicationataminimumthicknessof15mils,overproperlypreparedconcretesubstrateas
definedinsection3.4.
c. Moisturesuppressionsystemmustmeetthedesignstandardsasfollows:
B. Lighting:Providepermanentlightingor,ifpermanentlightingisnotinplace,simulatepermanentlighting
conditionsduringresinousflooringapplication.
C. Closespacestotrafficduringresinousflooringapplicationandfornotlessthan24hoursafterapplication,
unlessmanufacturerrecommendsalongerperiod.
1.7WARRANTY
A. WorksubjecttothetermsoftheArticle“WarrantyofConstruction”FARclause52.246-21.
Property Test Value
TensileStrength
ASTMD638 4,400psi
VolatileOrganicCompoundLimits(V.O.C.)
EPA&LEED 25gramsperliter
Permeance ASTME96@16mils/0.4mmonconcrete
0.1perms
TensileModulus ASTMD638 1.9X105psi
PercentElongation ASTMD638 12%
CureRate PermanufacturesData 4hoursTackfreewith24hrrecoatwindow
BondStrength ASTMD7234 100%bondtoconcretefailure
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B. Warranty:Manufactureshallfurnishasingle,writtenwarrantycoveringthefullassembly(including
substrata)forbothmaterialandworkmanshipforaextendedperiodofthree(3)fullyearsfromdateof
installation,orprovideajointandseveralwarrantysignedonasingledocumentbymanufacturerand
applicatorjointlyandseverallywarrantingthematerialsandworkmanshipforaperiodofthree(3)full
yearsfromdateofinstallation.Asamplewarrantylettermustbeincludedwithbidpackageorbidmaybe
disqualified.
1.8APPLICABLEPUBLICATIONS
A. Thepublicationlistedbelowformapartofthisspecificationtotheextentreferenced.Thepublications
arereferencedinthetextbythebasicdesignationonly.
B. ASTMStandardC722-04(2012),"StandardSpecificationforChemical-ResistantMonolithicFloor
Surfacings,"ASTMInternational,WestConshohocken,PA,2006,DOI:10.1520/C0722-04R12,
www.astm.org.
1. Specificationcoverstherequirementsforaggregate-filled,resin-based,monolithicsurfacingsforuse
overconcrete.
C. AmericanSocietyforTestingandMaterials(ASTM):
C413(2012).....................................AbsorptionofChemical-ResistantMortars,Grouts,Monolithic
Surfacings,andPolymerConcretes
C531(2012).....................................LinearShrinkageandCoefficientofThermalExpansionofChemical-
ResistantMortars,Grouts,MonolithicSurfacings,andPolymer
Concretes
D638(2010).....................................TensilePropertiesofPlastics
D790(2010).....................................FlexuralPropertiesofUnreinforcedandReinforcedPlasticsand
ElectricalInsulatingMaterials
D1308(2013)...................................EffectofHouseholdChemicalsonClearandPigmentedOrganic
Finishes
D2240(2010)...................................RubberProperty—DurometerHardness
D4060(2010)....................................AbrasionResistanceofOrganicCoatingsbytheTaberAbraser
D4226(2011)...................................ImpactResistanceofRigid(Poly-VinylChloride)(PVC)Building
Products
D4259(2012)...................................AbradingConcretetoalterthesurfaceprofileoftheconcreteandto
removeforeignmaterialsandweaksurfacelaitance
C7234(2012)...................................Pull-OffAdhesionStrengthofCoatingsonConcreteUsingPortable
Pull-OffAdhesionTesters
E96/E96M(2013)............................WaterVaporTransmissionofMaterials
F1679...............................................VariableIncidenceTribometerfordeterminingtheslipresistance
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F1869(2011)...................................MeasuringMoistureVaporEmissionRateofConcreteSubfloorUsing
AnhydrousCalciumChloride
F2170(2011)...................................DeterminingRelativeHumidityinConcreteFloorSlabsUsinginsitu
Probes
PART2-PRODUCTS
2.1SYSTEMDESCRIPTIONFORRES-2(BROADCASTVINYLCHIPFLAKE)
A. SystemDescriptions:
1. Monolithic,multi-componentepoxychemistryresinousflooringsystem.Primerwithbroadcastquartz
aggregates,Highperformancemulti-componentsolventfreeepoxyundercoat,Vinylchipflake
broadcastmediaindesiredflakesize(1/8”,1/4”).Highperformancemulticomponentepoxyand
solventfreesealers.
B. Products:Subjecttocompliancewithapplicablefire,health,environmental,andsafetyrequirementsfor
storage,handling,installation,andcleanup.
C. SystemComponents:Verifyspecificrequirementsassystemsvarybymanufacturer.Verifybuilduplayers
ofbroadcastandinstallationmethod.Verifycompatibilitywithsubstrate.Usemanufacturer’sstandard
components,compatiblewitheachotherandasfollows:
1. PrimerwithBroadcastquartz(primercoat):
a. Resin:epoxy.
b. FormulationDescription:Multiplecomponenthighsolids.
c. ApplicationMethod:squeegee,backrollandbroadcast.
d. Thicknessofcoat(s):2-3mil.
e. NumberofCoats:One.
f. Aggregates:Quartzbroadcastintowetepoxyprimer.
2. Undercoat:(bodycoat)
a. Resin:Epoxy.
b. FormulationDescription:Pigmentedmulti-component,highsolids.
c. ApplicationMethod:NotchedsqueegeeandBackroll
d. NumberofCoats:One.
e. Aggregates:vinylchipflakebroadcastintowetUndercoat.
f. Thicknessofcoat(s):20-30mil.
g. NumberofCoats:One.
3. Sealercoat:
a. Resin:Epoxy.
b. FormulationDescription:Multiplecomponenthighsolids,nosolventUVstable.
c. Type/Finsh:ClearGloss.
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d. Thicknessofcoat(s):2-3mil.
e. NumberofCoats:(2)two.
f. Application:Squeegeeandfinishroll.
D. SystemCharacteristics:
1. ColorandPattern:AsselectedbyResidentEngineerfrommanufacturer'sstandardcolors.
2. Integralcovebase:1inch(25.4mm)radiusepoxymortarcovekeyedintoconcretesubstrateandor
resinousflooringmortarsystem.Nofillersintegralcovebasemustbetroweledinplacewithspecified
resinousmortarbase.
3. OverallSystemThickness:Nominal2to3mm.
4. Finish:anti-slipresistant.
5. TemperatureRange:Systemsvarybymanufacturer;approximaterangefromaminimumof45to150
degreesF.
E. PhysicalProperties:
1. PhysicalPropertiesofflooringsystemwhentestedasfollows:
F. ChemicalResistanceinaccordanceASTMD1308-02(2007)“StandardTestMethodforEffectof
HouseholdChemicalsonClearandPigmentedOrganicFinishes”.ASTMInternational,West
Conshohocken,PA,2006,DOI:10.1520/D1308-02R07,www.astm.org.Noeffecttothefollowing
exposures:
Property Test Value
TensileStrength
ASTMD638 5,200psi
VolatileOrganicCompoundLimits(V.O.C.)
EPA&LEED Below100g/l
FlexuralStrength
ASTMD790 4,000psi
WaterAbsorption ASTMC413 0.056%
Coefficientoffrictiondry/slipindexwet
ASTMF1679 >.79dry>.65wet
ImpactResistance ASTMD4226 >160in.lbs
AbrasionResistance ASTMD4060CS-17
0.03gmmaximumweightloss
ThermalCoefficientofLinearExpansion
ASTMC531 17x10-6in/inºF
HardnessShoreD
ASTMD2240 85to90
BondStrength ASTMD7234 100%bondtoconcretefailure
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1. Aceticacid(5%)
2. Ammoniumhydroxide(10%)
3. CitricAcid(50%)
4. FattyAcid
5. MotorOil,20W
6. Hydrochloricacid(20%)
7. SodiumChloride
8. SodiumHypochlorite(10%)
9. SodiumHydroxide(30%)
10. Sulfuricacid(25%)
11. Urine,Feces
12. Hydrogenperoxide(10%)
2.2SUPPLEMENTALMATERIALS
A. TexturedTopCoat:Typerecommendedorproducedbymanufacturerofseamlessresinousflooring
system,slipresistancefordesiredfinalfinish.
B. JointSealant:Typerecommendedorproducedbyresinousflooringmanufacturerfortypeofserviceor
jointconditionedindicated.
C. WaterproofMembrane:Typerecommendedorproducedbymanufacturerofresinousfloorcoatingsfor
typeofserviceandconditionsasspecified.
D. Provideachemicalresistantepoxynovolactopcoatcapableofresistingsustainedtemperaturesupto
120OC(250OF).
E. CrackIsolationMembrane:Typerecommendedorproducedbymanufacturerofresinousflooringfor
conditionsasspecified.
F. Anti-MicrobialAdditive:Incorporateanti-microbialchemicaladditivetopreventgrowthofmostbacteria,
algae,fungi,mold,mildew,yeast,etc.
G. PatchingandFillMaterial:Resinousproductoforapprovedbyresinouscoatingmanufacturerfor
applicationindicated.Resinousbasedmaterialsonly.Cementitousorsinglecomponentproductarenot
acceptable.
2.3BASECAPSTRIP
A.Zinccovestrip.
B. Shapefor2mmdepthofbasematerial,"J"or“L”configuration.
C. Finish:
1. FinishexposedsurfacesinaccordancewithNAAMMMetalFinishesManual.
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PART3-EXECUTION
3.1INSPECTION
A. Examinetheareasandconditionswheremonolithicresinoussystemwithintegralbaseistobeinstalled
withtheVAResidentEngineer.
B. MoistureVaporEmissionTesting:PerformmoisturevaportransmissiontestinginaccordancewithASTM
F1869todeterminetheMVERofthesubstratepriortocommencementofthework.Seesection3.4,3.
3.2PROJECTCONDITIONS
A. Maintaintemperatureofrooms(airandsurface)whereworkoccurs,between70and90degreesF(21
and32degreesC)foratleast48hours,before,during,and24hoursafterinstallation.Maintain
temperatureatleast70degreesF(21degreesC)duringcureperiod.
B. Maintainrelativehumiditylessthan75percent.
C. Donotinstallmaterialsuntilbuildingispermanentlyenclosedandwetconstructioniscomplete,dry,and
cured.
D. Maintainproperventilationoftheareaduringapplicationandcuringtimeperiod.
1. ComplywithinfectioncontrolmeasuresoftheVAMedicalCenter.
3.3INSTALLATIONREQUIREMENTS
A. Themanufacturer'sinstructionsforapplicationandinstallationshallbereviewedwiththeVAResident
Engineerfortheseamlessresinous(urethaneandepoxymortar)flooringsystemwithintegralcovebase.
B. Substrateshallbeapprovedbymanufacturetechnicalrepresentative.
3.4PREPARATION
A. General:Prepareandcleansubstratesaccordingtoresinousflooringmanufacturer'swritteninstructions
forsubstrateindicated.Provideclean,dry,andneutralPhsubstrateforresinousflooringapplication.
B. ConcreteSubstrates:Providesoundconcretesurfacesfreeoflaitance,glaze,efflorescence,curing
compounds,form-releaseagents,dust,dirt,grease,oil,andothercontaminantsincompatiblewith
resinousflooring.
1. Prepareconcretesubstratesasfollows:
a. Shot-blastsurfaceswithanapparatusthatabradestheconcretesurface,containsthedispensed
shotwithintheapparatus,andrecirculatestheshotbyvacuumpickup.
2. Repairdamagedanddeterioratedconcreteaccordingtoresinousflooringmanufacturer'swritten
recommendations.
3. Verifythatconcretesubstratesaredry.
a. Performanhydrouscalciumchloridetest,ASTMF1869.Proceedwithapplicationonlyafter
substrateshavemaximummoisture-vapor-emissionrateof3lbofwater/1000sq.ft.(1.36kgof
water/92.9sq.m)in24hoursandpermanufacturersrecommendations.
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b. MVTthresholdformonolithicresinousflooringshallnotexceed3lbs/1000squarefeet
(0.0001437kPa)ina24hourperiod.
c. WhenMVTemissionexceedsthislimit,applymanufacturer’srecommendedvaporcontrol
primerorothercorrectivemeasuresasrecommendedbymanufacturerpriortoapplicationof
flooringormembranesystems.
d. Performinsituprobetest,ASTMF2170.Proceedwithapplicationonlyaftersubstratesdonot
exceedamaximumpotentialequilibriumrelativehumidityof85percent.
e. Provideawrittenreportshowingtestplacementandresults.
4. VerifythatconcretesubstrateshaveneutralPhandthatresinousflooringwilladheretothem.
Performtestsrecommendedbymanufacturer.Proceedwithapplicationonlyaftersubstratespass
testing.
C. ResinousMaterials:Mixcomponentsandpreparematerialsaccordingtoresinousflooringmanufacturer's
writteninstructions.
D. Usepatchingandfillmaterialtofillholesanddepressionsinsubstratesaccordingtomanufacturer's
writteninstructions.
E. Treatcontroljointsandothernonmovingsubstratecrackstopreventcracksfromreflectingthrough
resinousflooringaccordingtomanufacturer'swrittenrecommendations.Allowancesshouldbeincluded
forflooringmanufacturerrecommendedjointfillmaterial,andconcretecracktreatment.
F. Preparewalltoreceiveintegralcovebase:
1. Verifywallmaterialisacceptableforresinousflooringapplication,ifnot,installmaterial(e.g.cement
board)toreceivebase.
2. Fillvoidsinwallsurfacetoreceivebase,installundercoats(e.g.waterproofingmembrane,and/or
crackisolationmembrane)asrecommendedbyresinousflooringmanufacturer.
3. Installbasepriortoflooringifrequiredbyresinousflooringmanufacturer.
4. Grind,cutorsandprotrusionstoreceivebaseapplication.
3.5APPLICATION
A. General:Applycomponentsofresinousflooringsystemaccordingtomanufacturer'swritteninstructions
toproduceauniform,monolithicwearingsurfaceofthicknessindicated.
1. Coordinateapplicationofcomponentstoprovideoptimumadhesionofresinousflooringsystemto
substrate,andoptimumintercoatadhesion.
2. Cureresinousflooringcomponentsaccordingtomanufacturer'swritteninstructions.Prevent
contaminationduringapplicationandcuringprocesses.
B. ApplyPrimer:overpreparedsubstrateatmanufacturer'srecommendedspreadingrateforallareasto
receiveintegratedcovebase.
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C. Applycovebase:Troweltowallsurfacesata1inchradius,beforeapplyingflooring.Applyaccordingto
manufacturer'swritteninstructionsanddetailsincludingthosefortaping,mixing,priming,andtroweling,
sanding,andtopcoatingofcovebase.Roundinternalandexternalcorners.
D. ApplyPrimer:overpreparedsubstrateatmanufacturer'srecommendedspreadingrate.
E. Trowelmortarbase:Mixmortarmaterialaccordingtomanufacturer'srecommendedprocedures.
Climaticandnon-climaticresinousflooringsystemsmayvaryslightlyonmodeofapplication.Application
shouldbebaseduponthefollowing:Uniformlyspreadmortaroversubstrateusingaspeciallydesigned
screedboxadjustedtomanufacturer'srecommendedheight.Metaltrowel(handorpower)singlemortar
coatinthicknessindicatedforflooringsystem,grouttofillsubstratevoids.Whencured,sandtoremove
trowelmarksandroughness.
F. Broadcast:Immediatelybroadcastquartzsilicaaggregateintotheprimerusingmanufacturer'sspray
caster.Strictadherencetomanufacturer'sinstallationproceduresandcoverageratesisimperative.
G. UnderCoat:Mixbasematerialaccordingtomanufacturer'srecommendedprocedures.Uniformlyspread
mixedmaterialoverpreviouslyprimedsubstrateusingmanufacturer'sinstallationtool.Rollmaterialwith
strictadherencetomanufacturer'sinstallationproceduresandcoveragerates.
H. Broadcast:Immediatelybroadcastvinylflakesintothebodycoat.Strictadherencetomanufacturer's
installationproceduresandcoverageratesisimperative.
I. FirstSealer:Removeexcessun-bondedflakesbylightlybrushingandvacuumingthefloorsurface.Mix
andapplysealerwithstrictadherencetomanufacturer'sinstallationprocedures.
J. SecondSealer:Lightlysandfirstsealercoat.Mixandapplysecondsealercoatwithstrictadherenceto
manufacturer'sinstallationprocedures.
3.6TOLERANCE
A. Fromlineofplane:Maximum1/8inch(3.18mm)intotaldistanceofflooringandbase.Broadcast
resinousflooringsystemwillcontoursubstrate.Deviationandtolerancearesubjecttoconcretetolerance.
B. Fromradiusofcove:Maximumof1/8inch(3.18mm)plusor1/16-inch(1.59mm)minus.
3.7ENGINEERINGDETAILS
A. Chaseedgesto“lock”theflooringsystemintotheconcretesubstratealonglinesoftermination.
B. PenetrationTreatment:Lapandsealresinoussystemontotheperimeterofthepenetratingitemby
bridgingovercompatibleelastomerattheinterfacetocompensateforpossiblemovement.
C. Trenches:Continueflooringsystemintotrenchestomaintainmonolithicprotection.Treatcoldjointsto
assurebridgingofpotentialcracks.
D. Treatfloordrainsbychasingtheflooringsystemtolockinplaceatpointoftermination.
E. Treatcontroljointstobridgepotentialcracksandtomaintainmonolithicprotection.Treatcoldjointsand
constructionjointstobridgepotentialcracksandtomaintainmonolithicprotectiononhorizontaland
verticalsurfacesaswellashorizontalandverticalinterfaces.
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F. DiscontinueResinousfloorsystematverticalandhorizontalcontractionandexpansionjointsbyinstalling
backerrodandcompatiblesealantaftercoatinginstallationiscompleted.Providesealanttype
recommendedbymanufacturerfortrafficconditionsandchemicalexposurestobeencountered.
3.8CURING,PROTECTIONANDCLEANING
A. Cureresinousflooringmaterialsincompliancewithmanufacturer'sdirections,takingcaretoprevent
contaminationduringstagesofapplicationandpriortocompletionofcuringprocess.
B. Closeareaofapplicationforaminimumof24hours.
C. Protectresinousflooringmaterialsfromdamageandwearduringconstructionoperation.
1. Coverflooringwithkrafttypepaper.
2. Optional6mm(1/4inch)thickhardboard,plywood,orparticleboardwhereareaisinfootorvehicle
trafficpattern,rollingorfixedscaffoldingandoverheadworkoccurs.
D. Removetemporarycoveringandcleanresinousflooringjustpriortofinalinspection.Usecleaning
materialsandproceduresrecommendedbyresinousflooringmanufacturer.
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SECTION096800CARPETING
PART1-GENERAL
1.1DESCRIPTION:
A. Sectionspecifiescarpet,edgestrips,adhesives,andotheritemsrequiredforcomplete
installation.
1.2RELATEDWORK:
A.SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B. Manufacturer,ColorandStyleofCarpetandEdgeStrip:RefertoDrawings.
C. ResilientWallBase:Section096513,RESILIENTBASEANDACCESSORIES.
D.TestingofConcreteFloorsBeforeInstallation:Section090516,SUBSURFACEPREPARATIONFOR
FLOORFINISHES.
1.3QUALITYASSURANCE:
A.InstallerQualifications:Acompanyspecializingincarpetinstallationwithaminimumthree(3)
years’experienceandemployingexperiencedflooringinstallerswhohaveretained,and
currentlyhold,anINSTALLCertification,oracertificationfromacomparablecertification
program,andavalidOSHA10certification.
1.InstallerstobecertifiedbyINSTALLoracomparablecertificationprogramwiththefollowing
minimumcriteria:
a.USDepartmentofLaborapprovedfour(4)yearapprenticeshipprogram,160hoursa
year.
b.Careerlongtraining.
c.Manufacturerendorsedtraining.
d.Fundamentaljourneymanskillscertification.
1.4SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittalsasdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C. ProductData:
1. Manufacturer’scatalogdataandprinteddocumentationstatingphysicalcharacteristics,
durability,resistancetofadingandflameresistancecharacteristicsforeachtypeofcarpet
materialandinstallationaccessory.
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2. Manufacturer’sprintedinstallationinstructionsforthecarpet,includingpreparationof
installationsubstrate,seamingtechniquesandrecommendedadhesivesandtapes.
D. Samples:
1. Carpet:"ProductionQuality"samples305x305mm(12x12inches)ofcarpets,showing
quality,patternandcolorspecifiedinSection090600,SCHEDULEFORFINISHES.
2. FloorEdgeStrip(Molding):152mm(6inches)longofeachcolorandtypespecified.
E. ShopDrawings:Installerslayoutplanshowingseamsandcutsforsheetcarpetandcarpet
module.
F. MaintenanceData:Carpetmanufacturer’smaintenanceinstructionsdescribingrecommended
typeofcleaningequipmentandmaterial,spottingandcleaningmethodsandcleaningcycles.
G.Installer’sQualifications.
H.Manufacturer’swarranty.
1.5DELIVERYANDSTORAGE:
A. Delivercarpetinmanufacturer’soriginalwrappingsandpackagesclearlylabeledwith
manufacturer’sbrandname,size,dyelotnumberandrelatedinformation.Transportcarpetto
jobsiteinamannerthatpreventsdamageanddistortionthatmightrenderitunusable.When
bendingorfoldingisunavoidablefordeliverypurposes,unfoldcarpetandlayflatimmediately.
B. Deliveradhesivesincontainersclearlylabeledwithmanufacturer’sbrandname,number,
installationinstructions,safetyinstructionsandflashpoints.
C. Storeinaclean,dry,well-ventilatedarea,protectedfromdamageandsoiling.Before
installation,acclimatecarpettotheatmosphericconditionsoftheareasinwhichitwillbe
installedfor2dayspriortoinstallation
1.6ENVIRONMENTALREQUIREMENTS:
A. Maintainareasinwhichcarpetingistobeinstalledatatemperaturebetween18-35degreesC
(65-95degreesF)withamaximumrelativehumidityof65percentfortwo(2)daysbefore
installation,duringinstallationandforthree(3)daysafterinstallation.
B.MinimumSubstrateSurfaceTemperature:18degreesC(65degreesF)attimeofinstallation.
C.Three(3)daysafterinstallation,maintainminimumtemperatureof10degreesC(50degreesF)
forthedurationofthecontract.
1.7WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21,"WarrantyofConstruction".
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B.ManufacturerWarranty:Manufacturershallwarrantytheircarpetforaminimumoften(10)
yearsfromdateofinstallationandfinalacceptancebytheGovernment.Submitmanufacturer
warranty.
1.8APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedintextbybasicdesignationonly.
B.AmericanNationalStandardsInstitute(ANSI):
ANSI/NSF140-10.......................SustainableCarpetAssessmentStandard
C. AmericanAssociationofTextileChemistsandColorists(AATCC):
16-04..........................................ColorfastnesstoLight
134-11........................................ElectricStaticPropensityofCarpets
165-08........................................ColorfastnesstoCrocking:TextileFloorCoverings-AATCC
CrockmeterMethod
174-11........................................AntimicrobialActivityAssessmentofNewCarpets
D. ASTMInternational(ASTM):
D1335-12...................................TuftBindofPileYarnFloorCoverings
D3278-96(R2011).......................FlashPointofLiquidsbySmallScaleClosed-CupApparatus
D5116-10...................................DeterminationsofOrganicEmissionsfromIndoor
Materials/Products
D5252-11...................................OperationoftheHexapodTumbleDrumTester
D5417-11...................................OperationoftheVettermannDrumTester
E648-14c....................................CriticalRadiantFluxofFloor-CoveringSystemsUsingaRadiant
HeatEnergySource
E. CodeofFederalRegulation(CFR):
40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,
DensityVolumeSolids,andWeightSolidsofSurfaceCoating
F. TheCarpetandRugInstitute(CRI):
CIS..............................................CarpetInstallationStandard
G.InternationalStandardsandTrainingAlliance(INSTALL)
H.InternationalOrganizationforStandardization(ISO):
2551-81......................................Machine-MadeTextileFloorCoverings
I.U.S.ConsumerProductandSafetyCommission(CPSC):
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16CFR1630...............................SurfaceFlammabilityofCarpetsandRugs
PART2-PRODUCTS
2.1CARPET:
A. PhysicalCharacteristics:
1. Carpetfreeofvisualblemishes,streaks,poorlydyedareas,fuzzingofpileyarn,spotsor
stainsandotherphysicalandmanufacturingdefects.
2. Type:
a. CarpetConstruction:Tufted.
b. CarpetType:Modulartile500by500mmsquare(18by18inchsquarenominal)with
0.15percentgrowth/shrinkrateinaccordancewithISO2551.
c.PileType:Multilevel,texturedloop.PiletypeandthicknessmustconformtoADA
requirements.
d.PileFiber:Commercial100percentbranded(federallyregisteredtrademark),nylon
continuousfilament.
3. StaticControl:Providestaticcontroltopermanentlyregulatestaticbuilduptolessthan3.5
kVwhentestedat20percentrelativehumidityand21degreesC(70degreesF)in
accordancewithAATCC134.
4. BackingMaterials:Providebackingforreleaseadhesiveformodulartileinstallations.For
healthcareinstallations,provideimperviousmoisturebackingthatis100percentPVCfree.
a.ModularTile:
1)PrimaryBacking/Backcoating:Manufacturer'sstandardcomposite
materialsFiberglass-reinforcedPVC.
5. AppearanceRetentionRating(ARR):Carpettobetestedandhavetheminimum3.5–4.0
severeARRwhentestedinaccordancewitheithertheASTMD5252(Hexapod)orASTM
D5417(Vettermann)testmethodsusingthenumberofcyclesforshortandlongtermtests
asspecifiedintheASTMstandard.
6. TuftBind:ComplywithASTMD1335fortuftbindforcerequiredtopullatuftorloopfree
fromcarpetbackingwithaminimum36N(8pound)averageforceformodularcarpettile.
7. ColorfastnesstoCrocking:Dryandwetcrockingandwaterbleed,complywithAATCC165
ColorTransferenceChartforcolors,minimumclass4rating.
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8. ColorfastnesstoLight(AATCC16,Option3):Colorchangebetweentheexposedand
unexposedcarpetareasequivalenttoaminimumofGrade4ontheGrayScaleforColor
Changeafteranexposureof40AFU(AATCCfadingunits)forallspecifiedcolors.
9. DelaminationStrength:Minimumof440N/m(2.5lb./inch)betweensecondarybacking.
10. FlammabilityandCriticalRadiantFluxRequirements:
a. Complywith16CFR1630.
b.TestCarpetinaccordancewithASTME648.
c.ClassI:Minimumcriticalradiantfluxof0.45wattspersquarecentimeter(2.9wattsper
squareinch).
11. AveragePileYarnDensity(APYD):
a. Corridors,lobbies,entrances,commonareasormultipurposerooms,openoffices,
waitingareasanddiningareas:MinimumAPYD6000.
b. Otherareas:MinimumAPYD4000.
12.Antimicrobial:NontoxicantimicrobialtreatmentinaccordancewithAATCC174PartI
(qualitative),guaranteedbythecarpetmanufacturertolastthelifeofthecarpet.
13.VOCLimits:UsecarpetthatcomplieswiththefollowinglimitsforVOCcontentwhentested
accordingtoASTMD5116:
a. Carpet,TotalVOCs:0.5mg/sq.mxhr.
b. Carpet,4-PC(4-Phenylcyclohexene):0.05mg/sq.mxhr.
c. Carpet,Formaldehyde:0.05mg/sq.mxhr.
d. Carpet,Styrene:0.4mg/sq.mxhr.
2.2ADHESIVEANDCONCRETEPRIMER:
A. Providewaterresistant,mildewresistant,nonflammable,andnonstainingadhesivesand
concreteprimersforcarpetinstallation.Providereleaseadhesiveformodulartilecarpetas
recommendedbythecarpetmanufacturer.Provideadhesivesflashpointofminimum
60degreesC(140degreesF)inaccordancewithASTMD3278.MaterialsaretohaveaVOC
maximumof50g/Lwhencalculatedaccordingto40CFR59,(EPAMethod24).
2.3SEAMINGTAPE:
A. Providetapeforseamsasrecommendedbythecarpetmanufacturerforthetypeofseamused
ininstallation.SeamsealantistohaveamaximumVOCcontentof50g/Lwhencalculated
accordingto40CFR59,(EPAMethod24).Donotusesealantsthatcontain
1,1,1-trichloroethaneortoluene.
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2.4EDGESTRIPS(MOLDING):
A. Metal:
1. Hammeredsurfacealuminum,pinless,clampdowntypedesignedforthecarpetbeing
installed.
2. Floorflangenotlessthan38mm(1-1/2inches)wide,facenotlessthan16mm(5/8inch)
wide.
3. Finish:ClearanodiccoatingunlessspecifiedotherwiseinSection090600,SCHEDULEFOR
FINISHES.
PART3-EXECUTION
3.1SURFACEPREPARATION:
A. ContractortoprepareandtestsurfacestoreceivecarpetandadhesivesasperSection090516,
SUBSURFACEPREPARATIONFORFLOORFINISHES.
3.2GENERALINSTALLATION:
A. Isolateareaofinstallationfromrestofbuilding.
B.Performallworkbymanufacturer’sapprovedinstallers.Conductinstallationinaccordancewith
themanufacturer’sprintedinstructionsandCRICIS.
C.Protectedgesofcarpetmeetinghardsurfaceflooringwithmoldingandinstallinaccordancewith
themoldingmanufacturer’sprintedinstructions.
D.Followventilation,personalprotection,andothersafetyprecautionsrecommendedbythe
adhesivemanufacturer.Continueventilationduringinstallationandforatleastthree(3)days
followinginstallation.
E.Donotpermittrafficormovementoffurnitureorequipmentincarpetedareafor24hoursafter
installation.
F.Completeotherworkwhichwoulddamagethecarpetpriortoinstallationofcarpet.
G. Followcarpetmanufacturer'srecommendationsformatchingpatternandtexturedirections.
H.Cutopeningsincarpetwhererequiredforinstallingequipment,pipes,outlets,andpenetrations.
Bindorsealcutedgeofsheetcarpet.Useadditionaladhesivetosecurecarpetsaroundpipes
andotherverticalprojections.
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3.3MODULARTILEINSTALLATION:
A. InstallperCRICIS,AdhesiveApplication.
B. LaycarpetmoduleswithpileinsamedirectionunlessspecifiedotherwiseinSection090600,
SCHEDULEFORFINISHES.
C. Installcarpetmodulessothatcleaningmethodsandsolutionsdonotcausedislocationof
modules.
D. Laycarpetmodulesuniformlytoprovidetightflushjointsfreefrommovementwhensubjectto
traffic.
3.4EDGESTRIPSINSTALLATION
A. Installedgestripsoverexposedcarpetedgesadjacenttouncarpetedfinishflooring.
B. Anchormetalstripstofloorwithsuitablefasteners.Applyadhesivetoedgestrips,insertcarpet
intolipandpressitdownovercarpet.
C. Anchorvinyledgestriptofloorwithadhesive.Applyadhesivetoedgestripandinsertcarpet
intolipandpresslipdownovercarpet.
3.5PROTECTIONANDCLEANING:
A.Onceacarpetinstallationiscomplete,cleanupscrapmaterialsanddebris,andvacuumthearea,
usingmanufacturer-approvedequipment.Inspectseamscarefullyforevennessandprotruding
backingyarns,andinspecttheperimeteroftheinstallationforanacceptablefinished
appearance.
B.Protectinstalledcarpetiffurnitureisbeingmoved,bylayingplywood,fiberboardorporousnon-
stainingsheetingmaterialforminimumtimepractical.Basedonmanufacturerguidelines,
protectcarpetfromtraffic.Protectagainstothermaterialsorrenovationorconstruction
activities,includingdust,debris,paint,contractortraffic,untilitisreadyforitsfinaluse.
C. Donotmovefurnitureorequipmentonunprotectedcarpetedsurfaces.
D. Justbeforefinalacceptanceofwork,removeprotectionandvacuumcarpetclean.
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SECTION099100PAINTING
PART1-GENERAL
1.1DESCRIPTION:
A. WorkofthisSectionincludesalllabor,materials,equipment,andservicesnecessarytocomplete
thepaintingandfinishingasshownontheconstructiondocumentsand/orspecifiedherein,
including,butnotlimitedto,thefollowing:
1. Primecoatswhichmaybeappliedinshopunderothersections.
2.PrimepaintingunprimedsurfacestobepaintedunderthisSection.
3.Paintingitemsfurnishedwithaprimecoatofpaint,includingtouchingupoforrepairingof
abraded,damagedorrustedprimecoatsappliedbyothers.
4.Paintingferrousmetal(exceptstainlesssteel)exposedtoview.
5.Paintinggalvanizedferrousmetalsexposedtoview.
6.Paintinginteriorconcreteblockexposedtoview.
7.Paintinggypsumdrywallexposedtoview.
8.Paintingofwoodexposedtoview,exceptitemswhicharespecifiedtobepaintedorfinished
underotherSectionsofthesespecifications.Backpaintingofallwoodincontactwithconcrete,
masonryorothermoistureareas.
9.Paintingpipes,pipecoverings,conduit,ducts,insulation,hangers,supportsandother
mechanicalandelectricalitemsandequipmentexposedtoview.
10.Paintingsurfacesabove,behindorbelowgrilles,gratings,diffusers,louverslightingfixtures,and
thelike,whichareexposedtoviewthroughtheseitems.
11. Paintingincludesshellacs,stains,varnishes,coatingsspecified,andstripingormarkersand
identitymarkings.
12.Incidentalpaintingandtouchingupasrequiredtoproduceproperfinishforpaintedsurfaces,
includingtouchingupoffactoryfinisheditems.
13.Paintingofanysurfacenotspecificallymentionedtobepaintedhereinoronconstruction
documents,butforwhichpaintingisobviouslynecessarytocompletethejob,orworkwhich
comeswithintheintentofthesespecifications,istobeincludedasthoughspecified.
1.2RELATEDWORK:
A.ActivityHazardAnalysis:Section013526,SAFETYREQUIREMENTS.
B.SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
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C.LeadPaintRemoval:Section028333.13,LEAD-BASEDPAINTREMOVALANDDISPOSAL.
D.Shopprimepaintingofsteelandferrousmetals:Division05-METALS,Division08-OPENINGS;
Division10-SPECIALTIES;Division11-EQUIPMENT;Division12-FURNISHINGS;Division13–
SPECIALCONSTRUCTION;Division14–CONVEYINGEQUIPMENT;Division21–FIRESUPPRESSION;
Division22-PLUMBING;Division23–HEATING;VENTILATIONANDAIR-CONDITIONING;Division26
-ELECTRICAL;Division27-COMMUNICATIONS;andDivision28–ELECTRONICSAFETYAND
SECURITYsections.
E. Prefinishedflushdoorswithtransparentfinishes:Section081400,WOODDOORS.
F. TypeofFinish,Color,andGlossLevelofFinishCoat:RefertoDrawings.
1.3SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B.SustainableDesignSubmittalsasdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C. Painterqualifications.
D.Manufacturer'sLiteratureandData:
1.Beforeworkisstarted,orsamplepanelsareprepared,submitmanufacturer'sliteratureand
technicaldata,thecurrentMasterPaintersInstitute(MPI)"ApprovedProductList"indicating
brandlabel,productnameandproductcodeasofthedateofcontractaward,willbeusedto
determinecompliancewiththesubmittalrequirementsofthisspecification.TheContractor
maychoosetousesubsequentMPI"ApprovedProductList",however,onlyone(1)listmaybe
usedfortheentirecontractandeachcoatingsystemistobefromasinglemanufacturer.All
coatsonaparticularsubstratemustbefromasinglemanufacturer.NovariationfromtheMPI
"ApprovedProductList"whereapplicableisacceptable.
E. SamplePanels:
1. Afterpainters'materialshavebeenapprovedandbeforeworkisstartedsubmitsamplepanels
showingeachtypeoffinishandcolorspecified.
2. PanelstoShowColor:Compositionboard,100x250mm(4x10inch).
3. PaneltoShowTransparentFinishes:Woodofsamespeciesandgrainpatternaswood
approvedforuse,100x250mm(4x10inchface)minimum,andwherebothflatandedge
grainwillbeexposed,250mm(10inches)longbysufficientsize,50x50mm(2x2inch)
minimumoractualwoodmembertoshowcompletefinish.
4. Attachlabelstopanelstatingthefollowing:
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a. FederalSpecificationNumberormanufacturersnameandproductnumberofpaintsused.
b. SpecificationcodenumberspecifiedinSection090600,SCHEDULEFORFINISHES.
c. Producttypeandcolor.
d. Nameofproject.
5. Stripsshowingnotlessthan50mm(2inch)widestripsofundercoatsand100mm(4inch)
widestripoffinishcoat.
F. Sampleofidentitymarkersifused.
G. Manufacturers'Certificatesindicatingcompliancewithspecifiedrequirements:
1. Manufacturer'spaintsubstitutedforFederalSpecificationpaintsmeetsorexceeds
performanceofpaintspecified.
2. Hightemperaturealuminumpaint.
3. Epoxycoating.
4. Intumescentclearcoatingorfireretardantpaint.
5. Plasticfloorcoating.
1.4DELIVERYANDSTORAGE:
A. Delivermaterialstositeinmanufacturer'ssealedcontainermarkedtoshowfollowing:
1. Nameofmanufacturer.
2. Producttype.
3. Batchnumber.
4. Instructionsforuse.
5. Safetyprecautions.
B. Inadditiontomanufacturer'slabel,providealabellegiblyprintedasfollowing:
1. FederalSpecificationNumber,whereapplicable,andnameofmaterial.
2. Surfaceuponwhichmaterialistobeapplied.
3. SpecifyCoatTypes:Prime;body;finish;etc.
C. Maintainspaceforstorage,andhandlingofpaintingmaterialsandequipmentinaventilated,neat
andorderlyconditiontopreventspontaneouscombustionfromoccurringorignitingadjacent
items.
D. Storematerialsatsiteatleast24hoursbeforeusing,atatemperaturebetween7and30degreesC
(45and85degreesF).
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1.5QUALITYASSURANCE:
A.QualificationofPainters:Useonlyqualifiedjourneymanpaintersforthemixingandapplicationof
paintonexposedsurfaces.Submitevidencethatkeypersonnelhavesuccessfullyperformed
surfacepreparationandapplicationofcoatingonaminimumofthree(3)similarprojectswithin
thepastthree(3)years.
B.PaintCoordination:Providefinishcoatswhicharecompatiblewiththeprimepaintsused.Review
otherSectionsofthesespecificationsinwhichprimepaintsaretobeprovidedtoensure
compatibilityofthetotalcoatingssystemforthevarioussubstrates.Uponrequestfromother
subcontractors,furnishinformationonthecharacteristicsofthefinishmaterialsproposedtobe
used,toensurethatcompatibleprimecoatsareused.Providebarriercoatsoverincompatible
primersorremoveandre-primeasrequired.NotifytheContractingOfficerRepresentative(COR)in
writingofanyanticipatedproblemsusingthecoatingsystemsasspecifiedwithsubstratesprimed
byothers.
1.6REGULATORYREQUIREMENTS:
A.PaintmaterialsaretoconformtotherestrictionsofthelocalEnvironmentalandToxicControl
jurisdiction.
1. VolatileOrganicCompounds(VOC)EmissionsRequirements:Field-appliedpaintsandcoatings
thatareinsidethewaterproofingsystemtonotexceedlimitsofauthoritieshavingjurisdiction.
2. Lead-BasePaint:
a. ComplywithSection410oftheLead-BasedPaintPoisoningPreventionAct,asamended,
andwithimplementingregulationspromulgatedbySecretaryofHousingandUrban
Development.
b. Regulationsconcerningprohibitionagainstuseoflead-basedpaintinfederalandfederally
assistedconstruction,orrehabilitationofresidentialstructuresaresetforthinSubpartF,
Title24,CodeofFederalRegulations,DepartmentofHousingandUrbanDevelopment.
c. Donotusecoatingshavingaleadcontentover0.06percentbyweightofnon-volatile
content.
d.Forlead-paintremoval,seeSection028333.13,LEAD-BASEDPAINTREMOVALAND
DISPOSAL.
3. Asbestos:Providematerialsthatdonotcontainasbestos.
4. Chromate,Cadmium,Mercury,andSilica:Providematerialsthatdonotcontainzinc-chromate,
strontium-chromate,Cadmium,mercuryormercurycompoundsorfreecrystallinesilica.
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5. HumanCarcinogens:ProvidematerialsthatdonotcontainanyoftheACGIH-BKLTandACGHI-
DOCconfirmedorsuspectedhumancarcinogens.
6. Usehighperformanceacrylicpaintsinplaceofalkydpaints.
1.7SAFETYANDHEALTH
A. Applypaintmaterialsusingsafetymethodsandequipmentinaccordancewiththefollowing:
1. ComplywithapplicableFederal,State,andlocallawsandregulations,andwiththeACCIDENT
PREVENTIONPLAN,includingtheActivityHazardAnalysis(AHA)asspecifiedinSection0135
26,SAFETYREQUIREMENTS.TheAHAistoincludeanalysesofthepotentialimpactofpainting
operationsonpaintingpersonnelandonothersinvolvedinandadjacenttotheworkzone.
B.SafetyMethodsUsedDuringPaintApplication:ComplywiththerequirementsofSSPCPAGuide10.
C.ToxicMaterials:Toprotectpersonnelfromoverexposuretotoxicmaterials,conformtothemost
stringentguidanceof:
1.Theapplicablemanufacturer’sMaterialSafetyDataSheets(MSDS)orlocalregulation.
2.29CFR1910.1000.
3.ACHIH-BKLTandACGHI-DOC,thresholdlimitvalues.
1.8APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publicationsare
referencedinthetextbybasicdesignationonly.
B. AmericanConferenceofGovernmentalIndustrialHygienists(ACGIH):
ACGIHTLV-BKLT-2012................ThresholdLimitValues(TLV)forChemicalSubstancesandPhysical
AgentsandBiologicalExposureIndices(BEIs)
ACGIHTLV-DOC-2012................DocumentationofThresholdLimitValuesandBiologicalExposure
Indices,(SeventhEdition)
C. ASMEInternational(ASME):
A13.1-07(R2013)........................SchemefortheIdentificationofPipingSystems
D. CodeofFederalRegulation(CFR):
40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,Density
VolumeSolids,andWeightSolidsofSurfaceCoating
E.CommercialItemDescription(CID):
A-A-1272A..................................PlasterGypsum(SpacklingCompound)
F. FederalSpecifications(FedSpec):
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TT-P-1411A................................Paint,Copolymer-Resin,Cementitious(ForWaterproofingConcrete
andMasonryWalls)(CEP)
G. MasterPaintersInstitute(MPI):
1.................................................AluminumPaint
4.................................................Interior/ExteriorLatexBlockFiller
5.................................................ExteriorAlkydWoodPrimer
7.................................................ExteriorOilWoodPrimer
8.................................................ExteriorAlkyd,FlatMPIGlossLevel1
9.................................................ExteriorAlkydEnamelMPIGlossLevel6
10...............................................ExteriorLatex,Flat
11...............................................ExteriorLatex,Semi-Gloss
18...............................................OrganicZincRichPrimer
22...............................................AluminumPaint,HighHeat(upto590%-1100F)
27...............................................Exterior/InteriorAlkydFloorEnamel,Gloss
31...............................................Polyurethane,MoistureCured,ClearGloss
36...............................................KnotSealer
43...............................................InteriorSatinLatex,MPIGlossLevel4
44...............................................InteriorLowSheenLatex,MPIGlossLevel2
45...............................................InteriorPrimerSealer
46...............................................InteriorEnamelUndercoat
47...............................................InteriorAlkyd,Semi-Gloss,MPIGlossLevel5
48...............................................InteriorAlkyd,Gloss,MPIGlossLevel6
50...............................................InteriorLatexPrimerSealer
51...............................................InteriorAlkyd,Eggshell,MPIGlossLevel3
52...............................................InteriorLatex,MPIGlossLevel3
53...............................................InteriorLatex,Flat,MPIGlossLevel1
54...............................................InteriorLatex,Semi-Gloss,MPIGlossLevel5
59...............................................Interior/ExteriorAlkydPorch&FloorEnamel,LowGloss
60...............................................Interior/ExteriorLatexPorch&FloorPaint,LowGloss
66...............................................InteriorAlkydFireRetardant,ClearTop-Coat(ULCApproved)
67...............................................InteriorLatexFireRetardant,Top-Coat(ULCApproved)
68...............................................Interior/ExteriorLatexPorch&FloorPaint,Gloss
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71...............................................Polyurethane,MoistureCured,Clear,Flat
77...............................................EpoxyColdCured,Gloss
79...............................................MarineAlkydMetalPrimer
90...............................................InteriorWoodStain,Semi-Transparent
91...............................................WoodFillerPaste
94...............................................ExteriorAlkyd,Semi-Gloss
95...............................................FastDryingMetalPrimer
98...............................................HighBuildEpoxyCoating
101.............................................EpoxyAnti-CorrosiveMetalPrimer
108.............................................HighBuildEpoxyCoating,LowGloss
114.............................................InteriorLatex,Gloss
119.............................................ExteriorLatex,HighGloss(acrylic)
134.............................................GalvanizedWaterBasedPrimer
135.............................................Non-CementitiousGalvanizedPrimer
138.............................................InteriorHighPerformanceLatex,MPIGlossLevel2
139.............................................InteriorHighPerformanceLatex,MPIGlossLevel3
140.............................................InteriorHighPerformanceLatex,MPIGlossLevel4
141.............................................InteriorHighPerformanceLatex(SG)MPIGlossLevel5
163.............................................ExteriorWaterBasedSemi-GlossLightIndustrialCoating,MPI
GlossLevel5
G. SocietyforProtectiveCoatings(SSPC):
SSPCSP1-82(R2004)..................SolventCleaning
SSPCSP2-82(R2004)..................HandToolCleaning
SSPCSP3-28(R2004)..................PowerToolCleaning
SSPCSP10/NACENo.2..............Near-WhiteBlastCleaning
SSPCPAGuide10.......................GuidetoSafetyandHealthRequirements
H.MapleFlooringManufacturer’sAssociation(MFMA):
I.U.S.NationalArchivesandRecordsAdministration(NARA):
29CFR1910.1000......................AirContaminants
J.Underwriter’sLaboratory(UL)
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PART2-PRODUCTS
2.1MATERIALS:
A. ConformtothecoatingspecificationsandstandardsreferencedinPART3.Submitmanufacturer’s
technicaldatasheetsforspecifiedcoatingsandsolvents.
2.2PAINTPROPERTIES:
A. Useready-mixed(includingcolors),excepttwocomponentepoxies,polyurethanes,polyesters,
paintshavingmetallicpowderspackagedseparatelyandpaintsrequiringspecifiedadditives.
B. Wherenorequirementsaregiveninthereferencedspecificationsforprimers,useprimerswith
pigmentandvehicle,compatiblewithsubstrateandfinishcoatsspecified.
C.Provideundercoatpaintproducedbythesamemanufacturerasthefinishcoats.Useonlythinners
approvedbythepaintmanufacturer,anduseonlytorecommendedlimits.
D.VOCContent:Forfieldapplicationsthatareinsidetheweatherproofingsystem,paintsandcoating
tocomplywithVOCcontentlimitsofauthoritieshavingjurisdictionandthefollowingVOCcontent
limits:
1. FlatPaintsandCoatings:50g/L.
2. Non-flatPaintsandCoatings:150g/L.
3. Dry-FogCoatings:400g/L.
4. Primers,Sealers,andUndercoaters:200g/L.
5. AnticorrosiveandAntirustPaintsappliedtoFerrousMetals:250g/L.
6. Zinc-RichIndustrialMaintenancePrimers:340g/L.
7. PretreatmentWashPrimers:420g/L.
8. Shellacs,Clear:730g/L.
9. Shellacs,Pigmented:550g/L.
E.VOCtestmethodforpaintsandcoatingsistobeinaccordancewith40CFR59(EPAMethod24).Part
60,AppendixAwiththeexemptcompounds’contentdeterminedbyMethod303(Determination
ofExemptCompounds)intheSouthCoastAirQualityManagementDistrict’s(SCAQMD)
“LaboratoryMethodsofAnalysisforEnforcementSamples”manual.
2.3PLASTICTAPE:
A. PigmentedvinylplasticfilmincolorsasspecifiedinSection090600,SCHEDULEFORFINISHESor
specified.
B. Pressuresensitiveadhesiveback.
C.Snaponcoilplasticmarkers.
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D.Widthsasshownonconstructiondocuments.
PART3-EXECUTION
3.1JOBCONDITIONS:
A. Safety:Observerequiredsafetyregulationsandmanufacturer'swarningandinstructionsfor
storage,handlingandapplicationofpaintingmaterials.
1. Takenecessaryprecautionstoprotectpersonnelandpropertyfromhazardsduetofalls,
injuries,toxicfumes,fire,explosion,orotherharm.
2. Depositsoiledcleaningragsandwastematerialsinmetalcontainersapprovedforthat
purpose.Disposeofsuchitemsoffthesiteatendofeachday’swork.
B. AtmosphericandSurfaceConditions:
1. Donotapplycoatingwhenairorsubstrateconditionsare:
a. Lessthan3degreesC(5degreesF)abovedewpoint.
b. Below10degreesC(50degreesF)orover35degreesC(95degreesF),unlessspecifically
pre-approvedbytheCORandtheproductmanufacturer.Undernocircumstancesare
applicationconditionstoexceedmanufacturerrecommendations.
c.Whentherelativehumidityexceeds85percent;ortodamporwetsurfaces;unless
otherwisepermittedbythepaintmanufacturer’sprintedinstructions.
2. Maintaininteriortemperaturesuntilpaintdrieshard.
3. Donoexteriorpaintingwhenitiswindyanddusty.
4. Donotpaintindirectsunlightoronsurfacesthatthesunwillwarm.
5. Applyonlyonclean,dryandfrostfreesurfacesexceptasfollows:
a. Applywaterthinnedacrylicandcementitiouspaintstodamp(notwet)surfacesonlywhen
allowedbymanufacturer'sprintedinstructions.
b. Concreteandmasonrywhenpermittedbymanufacturer’srecommendations,dampen
surfacestowhichwaterthinnedacrylicandcementitiouspaintsareappliedwithafinemist
ofwateronhotdrydaystopreventexcessivesuctionandtocoolsurface.
6. Varnishing:
a. Applyincleanareasandinstillair.
b. Beforevarnishingvacuumanddustarea.
c. Immediatelybeforevarnishingwipedownsurfaceswithatackrag.
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3.2INSPECTION:
A.Examinetheareasandconditionswherepaintingandfinishingaretobeappliedandcorrectany
conditionsdetrimentaltotheproperandtimelycompletionofthework.Donotproceedwiththe
workuntilunsatisfactoryconditionsarecorrectedtopermitproperinstallationofthework.
3.3GENERALWORKMANSHIPREQUIREMENTS:
A.Applicationmaybebybrushorroller.SprayapplicationonlyuponacceptancefromtheCORin
writing.
B.FurnishtotheCORapaintingscheduleindicatingwhentherespectivecoatsofpaintforthevarious
areasandsurfaceswillbecompleted.Thisscheduleistobekeptcurrentasthejobprogresses.
C.Protectworkatalltimes.Protectalladjacentworkandmaterialsbysuitablecoveringorother
methodduringprogressofwork.Uponcompletionofthework,removeallpaintandvarnishspots
fromfloors,glassandothersurfaces.Removefromthepremisesallrubbishandaccumulated
materialsofwhatevernaturenotcausedbyothersandleaveworkinacleancondition.
D.Removeandprotecthardware,accessories,deviceplates,lightingfixtures,andfactoryfinished
work,andsimilaritems,orprovideinplaceprotection.Uponcompletionofeachspace,carefully
replaceallremoveditemsbyworkmenskilledinthetradesinvolved.
E.Whenindicatedtobepainted,removeelectricalpanelboxcoversanddoorsbeforepaintingwalls.
Paintseparatelyandre-installafterallpaintisdry.
F.Materialsaretobeappliedunderadequateillumination,evenlyspreadandflowedonsmoothlyto
avoidruns,sags,holidays,brushmarks,airbubblesandexcessiverollerstipple.
G.Applymaterialswithacoveragetohidesubstratecompletely.Whencolor,stain,dirtorundercoats
showthroughfinalcoatofpaint,thesurfaceistobecoveredbyadditionalcoatsuntilthepaintfilm
isofuniformfinish,color,appearanceandcoverage,atnoadditionalcosttotheGovernment.
H.Allcoatsaretobedrytomanufacturer’srecommendationsbeforeapplyingsucceedingcoats.
I.Allsuctionspotsor“hotspots”inplasteraftertheapplicationofthefirstcoataretobetouchedup
beforeapplyingthesecondcoat.
J.Donotapplypaintbehindframelessmirrorsthatusemasticforadheringtowallsurface.
3.4SURFACEPREPARATION:
A. General:
1. TheContractorshallbeheldwhollyresponsibleforthefinishedappearanceandsatisfactory
completionofpaintingwork.Properlyprepareallsurfacestoreceivepaint,whichincludes
cleaning,sanding,andtouching-upofallprimecoatsappliedunderotherSectionsofthework.
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Broomcleanallspacesbeforepaintingisstarted.Allsurfacestobepaintedorfinishedareto
becompletelydry,cleanandsmooth.
2. Seeothersectionsofspecificationsforspecifiedsurfaceconditionsandprimecoat.
3.Performpreparationandcleaningproceduresinstrictaccordancewiththepaintmanufacturer’s
instructionsandashereinspecified,foreachparticularsubstratecondition.
4. Cleansurfacesbeforeapplyingpaintorsurfacetreatmentswithmaterialsandmethods
compatiblewithsubstrateandspecifiedfinish.Removeanyresidueremainingfromcleaning
agentsused.Donotusesolvents,acid,orsteamonconcreteandmasonry.Schedulethe
cleaningandpaintingsothatdustandothercontaminantsfromthecleaningprocesswillnot
fallinwet,newlypaintedsurfaces.
5.MaximumMoistureContentofSubstrates:Whenmeasuredwithanelectronicmoisturemeter
asfollows:
a.Concrete:12percent.
b.Fiber-CementBoard:12percent.
c.Masonry(ClayandCMU’s):12percent.
d.Wood:15percent.
e.GypsumBoard:12percent.
f.Plaster:12percent.
B. Wood:
1. Sandtoasmoothevensurfaceandthendustoff.
2. Sandsurfacesshowingraisedgrainsmoothbetweeneachcoat.
3. Wipesurfacewithatackragpriortoapplyingfinish.
4. Surfacepaintedwithanopaquefinish:
a. Coatknots,sapandpitchstreakswithMPI36(KnotSealer)beforeapplyingpaint.
b. ApplytwocoatsofMPI36(KnotSealer)overlargeknots.
5. Afterapplicationofprimeorfirstcoatofstain,fillcracks,nailandscrewholes,depressionsand
similardefectswithwoodfillerpaste.Sandthesurfacetomakesmoothandfinishflushwith
adjacentsurface.
6. Beforeapplyingfinishcoat,reapplywoodfillerpasteifrequired,andsandsurfacetoremove
surfaceblemishes.Finishflushwithadjacentsurfaces.
7. Fillopengrainedwoodsuchasoak,walnut,ashandmahoganywithMPI91(WoodFiller
Paste),coloredtomatchwoodcolor.
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a. Thinfillerinaccordancewithmanufacturer'sinstructionsforapplication.
b. Removeexcessfiller,wipeascleanaspossible,dry,andsandasspecified.
C. FerrousMetals:
1. Removeoil,grease,soil,drawingandcuttingcompounds,fluxandotherdetrimentalforeign
matterinaccordancewithSSPC-SP1(SolventCleaning).
2. Removeloosemillscale,rust,andpaint,byhandorpowertoolcleaning,asdefinedinSSPC-SP
2(HandToolCleaning)andSSPC-SP3(PowerToolCleaning).//Wherehightemperature
aluminumpaintisused,preparesurfaceinaccordancewithpaintmanufacturer's
instructions.//
3. Filldents,holesandsimilarvoidsanddepressionsinflatexposedsurfacesofhollowsteeldoors
andframes,accesspanels,roll-upsteeldoorsandsimilaritemsspecifiedtohavesemi-glossor
glossfinishwithTT-F-322D(Filler,Two-ComponentType,ForDents,SmallHolesandBlow-
Holes).Finishflushwithadjacentsurfaces.
a. Fillflatheadcountersunkscrewsusedforpermanentanchors.
b. Donotfillscrewsofitemintendedforremovalsuchasglazingbeads.
4. Spotprimeabradedanddamagedareasinshopprimecoatwhichexposebaremetalwithsame
typeofpaintusedforprimecoat.Featheredgeofspotprimetoproducesmoothfinishcoat.
5. Spotprimeabradedanddamagedareaswhichexposebaremetaloffactoryfinisheditemswith
paintasrecommendedbymanufacturerofitem.
D. Masonry,Concrete,CementBoard,CementPlasterandStucco:
1. Cleanandremovedust,dirt,oil,greaseefflorescence,formreleaseagents,laitance,andother
deterrentstopaintadhesion.
2. Useemulsiontypecleaningagentstoremoveoil,grease,paintandsimilarproducts.Useof
solvents,acid,orsteamisnotpermitted.
3. Removeloosemortarinmasonrywork.
4. Replacemortarandfillopenjoints,holes,cracksanddepressionswithnewmortarspecifiedin
Section040513,MASONRYMORTARING//Section040516,MASONRYGROUTING//.Donot
fillweepholes.Finishtomatchadjacentsurfaces.
5. NeutralizeConcretefloorstobepaintedbywashingwithasolutionof1.4Kg(3pounds)ofzinc
sulfatecrystalsto3.8L(1gallon)ofwater,allowtodrythree(3)daysandbrushthoroughly
freeofcrystals.
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6. Repairbrokenandspalledconcreteedgeswithconcretepatchingcompoundtomatchadjacent
surfacesasspecifiedinDivision03,CONCRETESections.Removeprojectionstolevelof
adjacentsurfacebygrindingorsimilarmethods.
E. GypsumPlasterandGypsumBoard:
1. Removeefflorescence,looseandchalkingplasterorfinishingmaterials.
2. Removedust,dirt,andotherdeterrentstopaintadhesion.
3. Fillholes,cracks,andotherdepressionswithCID-A-A-1272Afinishedflushwithadjacent
surface,withtexturetomatchtextureofadjacentsurface.Patchholesover25mm(1-inch)in
diameterasspecifiedinSectionforplasterorgypsumboard.
3.5PAINTPREPARATION:
A. Thoroughlymixpaintingmaterialstoensureuniformityofcolor,completedispersionofpigment
anduniformcomposition.
B. Donotthinunlessnecessaryforapplicationandwhenfinishpaintisusedforbodyandprimecoats.
Usematerialsandquantitiesforthinningasspecifiedinmanufacturer'sprintedinstructions.
C. Removepaintskins,thenstrainpaintthroughcommercialpaintstrainertoremovelumpsand
otherparticles.
D. Mixtwo(2)componentandtwo(2)partpaintandthoserequiringadditivesinsuchamannerasto
uniformlyblendasspecifiedinmanufacturer'sprintedinstructionsunlessspecifiedotherwise.
E. Fortintingrequiredtoproduceexactshadesspecified,usecolorpigmentrecommendedbythe
paintmanufacturer.
3.6APPLICATION:
A. Startofsurfacepreparationorpaintingwillbeconstruedasacceptanceofthesurfaceas
satisfactoryfortheapplicationofmaterials.
B. Unlessotherwisespecified,applypaintinthree(3)coats;prime,body,andfinish.Whentwo(2)
coatsappliedtoprimecoatarethesame,firstcoatappliedoverprimerisbodycoatandsecond
coatisfinishcoat.
C. Applyeachcoatevenlyandcoversubstratecompletely.
D. Allownotlessthan48hoursbetweenapplicationofsucceedingcoats,exceptasallowedby
manufacturer'sprintedinstructions,andapprovedbyCOR.
E. Applybybrushorroller.Sprayapplicationforneworexistingoccupiedspacesonlyuponapproval
byacceptancefromCORinwriting.
1. Applypaintingmaterialsspecificallyrequiredbymanufacturertobeappliedbyspraying.
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2. Innewconstructionandinexistingoccupiedspaces,wherepaintisappliedbyspray,maskor
enclosewithpolyethylene,orsimilarairtightmaterialwithedgesandseamscontinuously
sealedincludingitemsspecifiedin“BuildingandStructuralWorkFieldPainting”;“Worknot
Painted”;motors,controls,telephone,andelectricalequipment,frontsofsterilizesandother
recessedequipmentandsimilarprefinisheditems.
F.Donotpaintinclosedpositionoperableitemssuchasaccessdoorsandpanels,windowsashes,
overheaddoors,andsimilaritemsexceptoverheadroll-updoorsandshutters.
3.7PRIMEPAINTING:
A. Aftersurfacepreparation,primesurfacesbeforeapplicationofbodyandfinishcoats,exceptas
otherwisespecified.
B. Spotprimeandapplybodycoattodamagedandabradedpaintedsurfacesbeforeapplying
succeedingcoats.
C. Additionalfieldappliedprimecoatsovershoporfactoryappliedprimecoatsarenotrequired
exceptforexteriorexposedsteelapplyanadditionalprimecoat.
D. Primerabbetsforstopandfaceglazingofwood,andforfaceglazingofsteel.
E. WoodandWoodParticleboard:
1. Usesamekindofprimerspecifiedforexposedfacesurface.
a. Exteriorwood:MPI7(ExteriorOilWoodPrimer)fornewconstructionandMPI5(Exterior
AlkydWoodPrimer)forrepaintingbarewoodprimerexceptwhereMPI90(InteriorWood
Stain,Semi-Transparent)isscheduled.
b. Interiorwoodexceptfortransparentfinish:MPI45(InteriorPrimerSealer)orMPI46
(InteriorEnamelUndercoat),thinnedifrecommendedbymanufacturer.
2. Applytwo(2)coatsofprimerMPI7(ExteriorOilWoodPrimer)orMPI5(ExteriorAlkydWood
Primer)orsealerMPI45(InteriorPrimerSealer)orMPI46(InteriorEnamelUndercoat)to
surfacesofwooddoors,includingtopandbottomedges,whicharecutforfittingorforother
reason.
3. Applyone(1)coatofprimerMPI7(ExteriorOilWoodPrimer)orMPI5(ExteriorAlkydWood
Primer)orsealerMPI45(InteriorPrimerSealer)orMPI46(InteriorEnamelUndercoat)assoon
asdeliveredtositetosurfacesofunfinishedwoodwork,exceptconcealedsurfacesofshop
fabricatedorassembledmillworkandsurfacesspecifiedtohavevarnish,stainornaturalfinish.
4. Backprimeandsealendsofexteriorwoodwork,andedgesofexteriorplywoodspecifiedtobe
finished.
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5. ApplyMPI67(InteriorLatexFireRetardant,Top-Coat(ULApproved)towoodforfireretardant
finish.
F. Metalsexceptboilers,incineratorstacks,andengineexhaustpipes:
1. Steelandiron:MPI95(FastDryingMetalPrimer).UseMPI101(ColdCuringEpoxyPrimer)
whereMPI98(HighBuildEpoxyCoating)finishisspecified.
2. Zinc-coatedsteelandiron:MPI135(Non-CementitiousGalvanizedPrimer).
3. Aluminumscheduledtobepainted:MPI95(FastDryingMetalPrimer).
4. TerneMetal:MPI95(FastDryingMetalPrimer).
5. Copperandcopperalloysscheduledtobepainted:MPI95(FastDryingMetalPrimer).
6. Machinerynotfactoryfinished:MPI9(ExteriorAlkydEnamel).
7. Asphaltcoatedmetal:MPI1(AluminumPaint).
8. Metalover94degreesC(201degreesF),Boilers,IncineratorStacks,andEngineExhaustPipes:
MPI22(HighHeatResistantCoating).
G. GypsumBoard:
1. SurfacesscheduledtohaveMPI53(InteriorLatex,Flat),MPIGlossLevel1,MPI52(Interior
Latex,MPIGlossLevel3),MPI54(InteriorLatex,Semi-Gloss,MPIGlossLevel5),MPI114
(InteriorLatex,Gloss)finish:UseMPI53(InteriorLatex,MPIGlossLevel3),MPI52(Interior
Latex,MPIGlossLevel3),MPI54(InteriorLatex,Semi-Gloss,MPIGlossLevel5),MPI114
(InteriorLatex,Gloss)respectively.
2. Primer:MPI50(InteriorLatexPrimerSealer)exceptuseMPI45(InteriorPrimerSealer)and
MPI46(InteriorEnamelUndercoat)inshowerandbathrooms.
3. Surfacesscheduledtoreceivevinylcoatedfabricwallcovering:UseMPI45(InteriorPrimer
Sealer)orMPI46(InteriorEnamelUndercoat).
H. GypsumPlasterandVeneerPlaster:
1. Surfacesscheduledtoreceivevinylcoatedfabricwallcovering:UseMPI45(InteriorPrimer
Sealer).
2. MPI45(InteriorPrimerSealer),exceptuseMPI50(InteriorLatexPrimerSealer)whenanalkyd
flatfinishisspecified.
3. SurfacesscheduledtohaveMPI53(InteriorLatex,Flat,MPIGlossLevel1),MPI52(Interior
Latex,MPIGlossLevel3),MPI54(InteriorLatex,Semi-Gloss,MPIGlossLevel5),MPI114
(InteriorLatex,Gloss)finish:UseMPI10(ExteriorLatex,Flat),MPI11(ExteriorLatex,Semi-
Gloss),MPI119(ExteriorLatex,HighGloss(acrylic)),MPI53(InteriorLatex,Flat,MPIGloss
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Level1),MPI52Latex,MPIGlossLevel3),MPI54(InteriorLatex,Semi-Gloss,MPIGlossLevel
5),MPI114(InteriorLatex,Gloss)respectively.
I. ConcreteMasonryUnitsexceptglazedorintegrallycoloredanddecorativeunits:
1. MPI4(BlockFiller)oninteriorsurfaces.
J. CementPlasterorstucco,ConcreteMasonry,BrickMasonryandCementboardInteriorSurfacesof
CeilingsandWalls:
1. MPI53(InteriorLatex,Flat,MPIGlossLevel1),MPI52(InteriorLatex,MPIGlossLevel3),MPI
54(InteriorLatex,Semi-Gloss,MPIGlossLevel5),MPI114(InteriorLatex,Gloss)//exceptuse
two(2)coatswheresubstratehasagedlessthansix(6)months.
2. UseMPI138(InteriorHighPerformanceLatex,MPIGlossLevel2),MPI139(InteriorHigh
PerformanceLatex,MPIGlosslevel3),MPI140(InteriorHighPerformancelatex,MPIGloss
Level4),MPI141(InteriorHighPerformanceLatex,MPIGlossLevel5),MPI114(InteriorLatex,
Gloss),TT-P-1411A(Paint,CopolymerResin,Cementitious)TypeII,MPI77(EpoxyColdCured,
Gloss,MPI98(HighBuildEpoxyCoating),MPI108(HighBuildEpoxyMarineCoating)as
scheduled.
K. ConcreteFloors:MPI68(Interior/ExteriorLatexPorch&FloorPaint,Gloss)MPI60(Interior/
ExteriorLatexPorch&FloorPaint,LowGloss).MPI99(Water-basedAcrylicCuringandSealing
Compound).
3.9INTERIORFINISHES:
A. ApplyfollowingfinishcoatsoverprimecoatsinspacesoronsurfacesspecifiedinSection090600,
SCHEDULEFORFINISHES.
B. MetalWork:
1. Applytoexposedsurfaces.
2. Omitbodyandfinishcoatsonsurfacesconcealedafterinstallationexceptelectricalconduit
containingconductorsover600volts.
3. FerrousMetal,GalvanizedMetal,andOtherMetalsScheduled:
a. Applytwo(2)coatsofMPI47(InteriorAlkyd,Semi-Gloss)unlessspecifiedotherwise.
C. GypsumBoard:
1. One(1)coatofMPI45(InteriorPrimerSealer)orMPI46(InteriorEnamelUndercoat)plusone
(1)coatofMPI139(InteriorHighPerformanceLatex,MPIGlosslevel3).
2.
D. Plaster:
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1. One(1)coatofMPI45(InteriorPrimerSealer)orMPI46(InteriorEnamelUndercoat)plusone
(1)coatofMPI139(InteriorHighPerformanceLatex,MPIGlosslevel3).
E. MasonryandConcreteWalls:
1. OverMPI4(Interior/ExteriorLatexBlockFiller)onCMUsurfaces.
2. Two(2)coatsofMPI52(InteriorLatex,MPIGlossLevel3).
F. Wood:
1. Sanding:
a. Use220-gritsandpaper.
b. Sandsealersandvarnishbetweencoats.
c. Sandenoughtoscarifysurfacetoassuregoodadhesionofsubsequentcoats,tolevel
roughlyappliedsealerandvarnish,andtoknockoff"whiskers"ofanyraisedgrainaswell
asdustparticles.
2. Sealers:
a.MPI31(gloss)orMPI71(flat)thinnedasrecommendedbymanufactureratrateofone(1)
partofthinnertofour(4)partsofvarnish.
b. Applysealersspecifiedexceptsealermaybeomittedwherepigmented,penetrating,or
wipingstainscontainingresinsareused.
c. Allowmanufacturer'srecommendeddryingtimebeforesanding,butnotlessthan24hours
or36hoursindampormuggyweather.
d. Sandasspecified.
3. PaintFinish:
a. One(1)coatofMPI46(InteriorEnamelUndercoat)plusone(1)coatofMPI47(Interior
Alkyd,Semi-Gloss.
4. TransparentFinishesonWoodExceptFloors.
a. NaturalFinish:
1) One(1)coatofsealerMPI71(flat)thinnedwiththinnerrecommendedby
manufactureratrateofone(1)partofthinnertofour(4)partsofvarnish.
2) Two(2)coatsofMPI31(Polyurethane,MoistureCured,ClearGloss.
b. StainFinish:
1) One(1)coatofMPI90(InteriorWoodStain,Semi-Transparent).
2) Usewoodstainoftypeandcolorrequiredtoachievefinishspecified.Donotuse
varnishtypestains.
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3) One(1)coatofsealerMPI71(flat)thinnedasrecommendedbymanufactureratrate
ofone(1)partofthinnertofour(4)partsofvarnish.
4) Two(2)coatsofMPI71(Polyurethane,MoistureCured,ClearFlat).
c. VarnishFinish:
1) One(1)coatofsealerMPI71(flat)thinnedasrecommendedbymanufactureratrate
ofone(1)partofthinnertofour(4)partsofvarnish.
2) Two(2)coatsofMPI71(Polyurethane,MoistureCured,ClearFlat).
G. CementBoard:One(1)coatofMPI139(InteriorHighPerformanceLatex,MPIGlossLevel3).
H. ConcreteFloors:One(1)coatofMPI68(Interior/ExteriorLatexPorch&FloorPaint,Gloss).
I. Miscellaneous:
1. ApplywherespecifiedinSection090600,SCHEDULEFORFINISHES.
2. MPI1(AluminumPaint):Two(2)coatsofaluminumpaint.
3. Existingacousticalunitsscheduledtoberepaintedexceptacousticalunitswithavinylfinish:
a. Cleanunitsfreeofdust,dirt,grease,andotherdeterrentstopaintadhesion.
b. Mineralfiberunits:One(1)coatofMPI53(InteriorLatex,Flat,MPIGlossLevel1).
c. UnitsoforganicfiberorothermaterialnothavingaclassArating:One(1)coatofMPI67
(InteriorLatexFireRetardant,Top-Coat(ULApproved))fireretardantpaint.
3.10REFINISHINGEXISTINGPAINTEDSURFACES:
A. Clean,patchandrepairexistingsurfacesasspecifiedunder“SurfacePreparation”.No
“telegraphing”oflines,ridges,flakes,etc.,throughnewsurfacingispermitted.Wherethisoccurs,
sandsmoothandre-finishuntilsurfacemeetswithCOR’sapproval.
B. Removeandreinstallitemsasspecifiedunder“GeneralWorkmanshipRequirements”.
C. Removeexistingfinishesorapplyseparationcoatstopreventnoncompatiblecoatingsfromhaving
contact.
D. PatchedorReplacedAreasinSurfacesandComponents:Applyspotprimeandbodycoatsas
specifiedfornewworktorepairedareasorreplacedcomponents.
E. Exceptwherescheduledforcompletepaintingapplyfinishcoatoverplanesurfacetonearestbreak
inplane,suchascorner,reveal,orframe.
F. Inexistingroomsandareaswherealterationsoccur,cleanexistingstainedandnaturalfinished
woodretouchabradedsurfacesandthengiveentiresurfaceone(1)coatofMPI71(Polyurethane,
MoistureCured,ClearFlat).
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G. Refinishareasasspecifiedfornewworktomatchadjoiningworkunlessspecifiedorscheduled
otherwise.
H. CoatknotsandpitchstreaksshowingthrougholdfinishwithMPI36(KnotSealer)before
refinishing.
I. Sandordullglossysurfacespriortopainting.
J. Sandexistingcoatingstoafeatheredgesothattransitionbetweennewandexistingfinishwillnot
showinfinishedwork.
3.11PAINTCOLOR:
A. ColorandglossoffinishcoatsisindicatedontheDrawings.
B. ForadditionalrequirementsregardingcolorseeArticles,“REFINISHINGEXISTINGPAINTED
SURFACE”and“MECHANICALANDELECTRICALFIELDPAINTINGSCHEDULE”.
C. CoatColors:
1. Colorofprimingcoat:Lighterthanbodycoat.
2. Colorofbodycoat:Lighterthanfinishcoat.
3. Colorprimeandbodycoatstonotshowthroughthefinishcoatandtomasksurface
imperfectionsorcontrasts.
D. Painting,Caulking,Closures,andFillersAdjacenttoCasework:
1. Painttomatchcolorofcaseworkwherecaseworkhasapaintfinish.
2. Painttomatchcolorofwallwherecaseworkisstainlesssteel,plasticlaminate,orvarnished
wood.
3.12MECHANICALANDELECTRICALWORKFIELDPAINTINGSCHEDULE:
A. Fieldpaintingofmechanicalandelectricalconsistsofcleaning,touching-upabradedshopprime
coats,andapplyingprime,bodyandfinishcoatstomaterialsandequipmentifnotfactoryfinished
inspacescheduledtobefinished.
B. InspacesnotscheduledtobefinishpaintedinSection090600,SCHEDULEFORFINISHESpaintas
specifiedbelow.
C. PaintvarioussystemsspecifiedinDivision02–EXISTINGCONDITIONS,Division21–FIRE
SUPPRESSION,Division22-PLUMBING,Division23–HEATING,VENTILATIONANDAIR-
CONDITIONING,Division26-ELECTRICAL,Division27-COMMUNICATIONS,andDivision28–
ELECTRONICSAFETYANDSECURITY.
D. Paintaftertestshavebeencompleted.
E. Omitprimecoatfromfactoryprime-coateditems.
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F. Finishpaintingofmechanicalandelectricalequipmentisnotrequiredwhenlocatedininterstitial
spaces,abovesuspendedceilings,inconcealedareassuchaspipeandelectricclosets,pipe
basements,pipetunnels,trenches,attics,roofspaces,shaftsandfurredspacesexceptonelectrical
conduitcontainingfeeders600voltsormore.
G. Omitfieldpaintingofitemsspecifiedin“BUILDINGANDSTRUCTURALWORKFIELDPAINTING”;
“BuildingandStructuralWorknotPainted”.
H. Color:
1. PaintitemshavingnocolorspecifiedinSection090600,SCHEDULEFORFINISHEStomatch
surroundingsurfaces.
2. PaintcolorsasspecifiedinSection090600,SCHEDULEFORFINISHESexceptforfollowing:
a. White:Exteriorunfinishedsurfacesofenameledplumbingfixtures.Insulationcoveringson
breechinganduptakeinsideboilerhouse,drumsanddrum-heads,oilheaters,condensate
tanksandcondensatepiping.
b. Gray:Heating,ventilating,airconditioningandrefrigerationequipment(exceptasrequired
tomatchsurroundingsurfaces),andwaterandsewagetreatmentequipmentandsewage
ejectionequipment.
c. AluminumColor:Ferrousmetalonoutsideofboilersandinconnectionwithboilersettings
includingsupportingdoorsanddoorframesandfueloilburningequipment,andsteam
generationsystem(barepiping,fittings,hangers,supports,valves,trapsandmiscellaneous
ironworkincontactwithpipe).
d. FederalSafetyRed:Exposedfireprotectionpipinghydrants,postindicators,electrical
conductscontainingfirealarmcontrolwiring,andfirealarmequipment.
e. FederalSafetyOrange:Entirelengthsofelectricalconduitscontainingfeeders600voltsor
more.
f. Colortomatchbrickworksheetmetalcoveringonbreechingoutsideofexteriorwallof
boilerhouse.
I. Applypaintsystemsonproperlypreparedandprimedsurfaceasfollows:
1. InteriorLocations:
a. Applytwo(2)coatsofMPI47(InteriorAlkyd,Semi-Gloss)tofollowingitems:
1) Metalunder94degreesC(201degreesF)ofitemssuchasbarepiping,fittings,hangers
andsupports.
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2) Equipmentandsystemssuchashingedcoversandframesforcontrolcabinetsand
boxes,cast-ironradiators,electricconduitsandpanelboards.
3) Heating,ventilating,airconditioning,plumbingequipment,andmachineryhavingshop
primecoatandnotfactoryfinished.
b. Ferrousmetalexposedinhydrotherapyequipmentroomandchlorinatorroomofwater
andseweragetreatmentplants:One(1)coatofMPI101(ColdCuringEpoxyPrimer)and
one(1)coatofMPI98(HighBuildEpoxyCoating).
3. Otherexposedlocations:
a. Clothjacketsofinsulationofductsandpipesinconnectionwithplumbing,airconditioning,
ventilatingrefrigerationandheatingsystems:One(1)coatofMPI50(InteriorLatexPrimer
Sealer)andone(1)coatofMPI10(ExteriorLatex,Flat).
3.13BUILDINGANDSTRUCTURALWORKFIELDPAINTING:
A. Paintingandfinishingofinteriorandexteriorworkexceptasspecifiedhere-in-after.
1. Paintingandfinishingofnewandexistingworkincludingcolorsandglossoffinishselectedis
specifiedinFinishSchedule,Section090600,SCHEDULEFORFINISHES.
2. Paintingofdisturbed,damagedandrepairedorpatchedsurfaceswhenentirespaceisnot
scheduledforcompleterepaintingorrefinishing.
3. Paintingofferrousmetalandgalvanizedmetal.
4. Identitypaintingandsafetypainting.
B. BuildingandStructuralWorknotPainted:
1. Prefinisheditems:
a. Casework,doors,elevatorentrancesandcabs,metalpanels,wallcovering,andsimilar
itemsspecifiedfactoryfinishedunderothersections.
b. Factoryfinishedequipment.
2. Finishedsurfaces:
a. Hardwareexceptferrousmetal.
b. Anodizedaluminum,stainlesssteel,chromiumplating,copper,andbrass,exceptas
otherwisespecified.
c. Signs,fixtures,andothersimilaritemsintegrallyfinished.
3. Concealedsurfaces:
a. Insidedumbwaiter,elevatorandductshafts,interstitialspaces,pipebasements,crawl
spaces,pipetunnels,aboveceilings,attics,exceptasotherwisespecified.
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b. Insidewallsorotherspacesbehindaccessdoorsorpanels.
c. Surfacesconcealedbehindpermanentlyinstalledcaseworkandequipment.
4. Movingandoperatingparts:
a. Shafts,chains,gears,mechanicalandelectricaloperators,linkages,andsprinklerheads,
andsensingdevices.
b. Tracksforoverheadorcoilingdoors,shutters,andgrilles.
5. Labels:
a. Coderequiredlabel,suchasUnderwritersLaboratoriesInc.,IntertekTestingServiceor
FactoryMutualResearchCorporation.
b. Identificationplates,instructionplates,performancerating,andnomenclature.
6. Galvanizedmetal:
a. Exteriorchainlinkfenceandgates,corrugatedmetalareaways,andgratings.
b. GasStorageRacks.
c. Exceptwherespecificallyspecifiedtobepainted.
7. Metalsafetytreadsandnosings.
8. Gaskets.
9. Structuralsteeltoreceivesprayed-onfireproofing.
13. Ceilings,walls,columnsininterstitialspaces.
14. Ceilings,walls,andcolumnsinpipebasements.
3.14IDENTITYPAINTINGSCHEDULE:
A. Identifydesignatedserviceinnewbuildingsorprojectswithextensiveremodelinginaccordance
withASMEA13.1,unlessspecifiedotherwise,onexposedpiping,pipingaboveremovableceilings,
pipinginaccessiblepipespaces,interstitialspaces,andpipingbehindaccesspanels.Forexisting
spaceswhereworkisminormatchexisting.
1. Legendmaybeidentifiedusingsnap-oncoilplasticmarkersorbypaintstencilapplications.
2. Applylegendsadjacenttochangesindirection,onbranches,wherepipespassthroughwallsor
floors,adjacenttooperatingaccessoriessuchasvalves,regulators,strainersandcleanoutsa
minimumof12.2M(40feet)apartonstraightrunsofpiping.Identificationnexttoplumbing
fixturesisnotrequired.
3. LocateLegendsclearlyvisiblefromoperatingposition.
4. Usearrowtoindicatedirectionofflowusingblackstencilpaint.
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5. Identifypipecontentswithsufficientadditionaldetailssuchastemperature,pressure,and
contentstoidentifypossiblehazard.Insertworkingpressureshownonconstruction
documentswhereasteriskappearsforHigh,Medium,andLowPressuredesignationsas
follows:
a. HighPressure-414kPa(60psig)andabove.
b. MediumPressure-104to413kPa(15to59psig).
c. LowPressure-103kPa(14psig)andbelow.
d. AddFueloilgradenumbers.
6. Legendnameinfullorinabbreviatedformasfollows:
COLOROF COLOROF COLOROF LEGEND PIPING EXPOSEDPIPING BACKGROUND LETTERS ABBREVIATIONS
Blow-off Green White BLOW-OFFBoilerFeedwater Green White BLRFEEDA/CCondenserWaterSupply Green White A/CCONDWTRSUPA/CCondenserWaterReturn Green White A/CCONDWTRRETChilledWaterSupply Green White CH.WTRSUPChilledWaterReturn Green White CH.WTRRETShopCompressedAir Blue White SHOPAIRAir-InstrumentControls Green White AIR-INSTCONTDrainLine Green White DRAINEmergencyShower Green White EMGSHOWERHighPressureSteam Green White H.P.______*HighPressureCondensateReturn Green White H.P.RET____*MediumPressureSteam Green White M.P.STM____*MediumPressureCondensateReturn Green White M.P.RET_____*LowPressureSteam Green White L.P.STM_____*LowPressureCondensateReturn Green White L.P.RET_____*HighTemperatureWaterSupply Green White H.TEMPWTRSUPHighTemperatureWaterReturn Green White H.TEMPWTRRETHotWaterHeatingSupply Green White H.W.HTGSUPHotWaterHeatingReturn Green White H.W.HTGRETGravityCondensateReturn Green White GRAVITYCONDRETPumpedCondensateReturn Green White PUMPEDCONDRETVacuumCondensateReturn Green White VACCONDRETBoilerWaterSampling Green White SAMPLEChemicalFeed Green White CHEMFEED
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ContinuousBlow-Down Green White CONT.BDPumpedCondensate Green White PUMPCONDPumpRecirculating Green White PUMP-RECIRC.VentLine Green White VENTAlkali Orange Black ALKBleach Orange Black BLEACHDetergent Yellow Black DETLiquidSupply Yellow Black LIQSUPReuseWater Yellow Black REUSEWTRColdWater(Domestic) White Green White C.W.DOMHotWater(Domestic) Supply White Yellow Black H.W.DOM Return White Yellow Black H.W.DOMRETTemperedWater White Yellow Black TEMP.WTRIceWater Supply White Green White ICEWTR Return White Green White ICEWTRRETReagentGradeWater Green White RGReverseOsmosis Green White ROSanitaryWaste Green White SANWASTESanitaryVent Green White SANVENTStormDrainage Green White STDRAINPumpDrainage Green White PUMPDISCHChemicalResistantPipeWaste Orange Black ACIDWASTEVent Orange Black ACIDVENTAtmosphericVent Green White ATVSilverRecovery Green White SILVERRECOralEvacuation Green White ORALEVACFuelGas Yellow Black GASFireProtectionWaterSprinkler Red White AUTOSPRStandpipe Red White STANDSprinkler Red White DRAIN
7. ElectricalConduitscontainingfeedersover600volts,paintlegendsusing50mm(2inch)high
blacknumbersandletters,showingthevoltageclassrating.Providelegendswhereconduits
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passthroughwallsandfloorsandatmaximum6096mm(20foot)intervalsinbetween.Use
labelswithyellowbackgroundwithblackborderandwordsDangerHighVoltageClass_____.
8. SeeSectionsformethodsofidentification,legends,andabbreviationsofthefollowing:
a. Regularcompressedairlines:Section221500,GENERALSERVICECOMPRESSED-AIR
SYSTEMS.
b. Dentalcompressedairlines:Section226113.74,DENTALCOMPRESSED-AIRPIPING/
Section226119.74,DENTALCOMPRESSED-AIREQUIPMENT.
c. Laboratorygasandvacuumlines:Section226200,VACUUMSYSTEMSFORLABORATORY
ANDHEALTHCAREFACILITIES/Section226300,GASSYSTEMSFORLABORATORYAND
HEALTHCAREFACILITIES.
d. Oralevacuationlines:Section226219.74,DENTALVACUUMANDEVACUATION
EQUIPMENT.
e. MedicalGasesandvacuumlines:Section226200,VACUUMSYSTEMSFORLABORATORY
ANDHEALTHCAREFACILITIES/Section226300,GASSYSTEMSFORLABORATORYAND
HEALTHCAREFACILITIES.
f. Conduitscontaininghighvoltagefeedersover600volts:Section260533,RACEWAYAND
BOXESFORELECTRICALSYSTEMS/Section270533,RACEWAYSANDBOXESFOR
COMMUNICATIONSSYSTEMS/Section280533,RACEWAYSANDBOXESFORELECTRONIC
SAFETYANDSECURITY.
B. FireandSmokePartitions:
1. Identifypartitionsaboveceilingsonbothsidesofpartitionsexceptwithinshaftsinlettersnot
lessthan64mm(21/2inches)high.
2. Stenciledmessage:"SMOKEBARRIER"or,"FIREBARRIER"asapplicable.
3. Locatenotmorethan6096mm(20feet)oncenteroncorridorsidesofpartitions,andwitha
leastone(1)messageperroomonroomsideofpartition.
4. Usesemi-glosspaintofcolorthatcontrastswithcolorofsubstrate.
C. Identifycolumnsinpipebasementsandinterstitialspace:
1. Applystencilednumberandletterstocorrespondwithgridnumberingandletteringindicated
onconstructiondocuments.
2. Paintnumbersandletters101mm(4inches)high,locate45mm(18inches)belowoverhead
structuralslab.
3. Applyonfour(4)sidesofinteriorcolumnsandoninsidefaceonlyofexteriorwallcolumns.
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4. Color:
a. Useblackonconcretecolumns.
b. Usewhiteorcontrastingcoloronsteelcolumns.
3.15PROTECTIONCLEANUP,ANDTOUCH-UP:
A. Protectworkfrompaintdroppingsandspatteringbyuseofmasking,dropcloths,removalofitems
orbyotherapprovedmethods.
B. Uponcompletion,cleanpaintfromhardware,glassandothersurfacesanditemsnotrequiredto
bepaintedofpaintdropsorsmears.
C. Beforefinalinspection,touch-uporrefinishedinamannertoproducesolidevencolorandfinish
texture,freefromdefectsinworkwhichwasdamagedordiscolored.
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SECTION101113CHALKBOARDSANDMARKERBOARDS
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifieschalkboards,markerboards,andpresentationboards.
1.2RELATEDWORK:
A. SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B.Manufacturer,Color,andStyleofChalkboardsMarkerboardsandPresentationBoards:Section09
0600,SCHEDULEFORFINISHES.
1.3QUALITYASSURANCE:
A. Provideboardsthataretheproductsofasinglemanufacturer,whohasprovidedunitsas
specifiedforaminimumofthree(3)years.
1.4SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATAANDSAMPLES.
B. SustainableDesignSubmittals,asdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C. ShopDrawings:Identifyingallpartsbynameandmaterialandshowingdesign,construction,
installation,anchorageandrelationtoadjacentconstruction.
D. Manufacturer'sLiteratureandData:
1.Chalkboard.
2. Markerboard.
3.PresentationBoard.
E. Samples:
1. Chalkboardandmarkerboardwritingsurface,152x152mm(6x6inches),eachcolor,and
texturemountedonbacking.
2. Framematerial,305mm(6inch)length.
F.Manufacturer’squalifications.
1.5WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21,“WarrantyofConstruction”.
1.6APPLICABLEPUBLICATIONS:
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
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B. AmericanArchitecturalManufacturersAssociation(AAMA):
611-14........................................AnodizedArchitecturalAluminum
2603-13......................................VoluntarySpecification,PerformanceRequirementsandTest
ProceduresforPigmentedOrganicCoatingsonAluminum
ExtrusionsandPanels
C.AmericanNationalStandards(ANSI):
Z97.1-09(R2010)........................SafetyGlazingMaterialsUsedinBuildings-SafetyPerformance
SpecificationsandMethodsofTest
D. ASTMInternational(ASTM):
B221-14......................................AluminumandAluminumAlloyExtrudedBars,Rods,Wire,
ShapesandTubes
B221M-13..................................AluminumandAluminumAlloyExtrudedBars,Rods,Wire,
ShapesandTubes(Metric)
C1048-12....................................Heat-TreatedFlatGlass-KindHS,KindFTCoatedandUncoated
Glass
E. CodeofFederalRegulation(CFR):
40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,
DensityVolumeSolids,andWeightSolidsofSurfaceCoating
F. CompositePanelAssociation(CPA):
A208.1-09..................................Particleboard
A135.4-12..................................BasicHardboard
G. NationalAssociationofArchitecturalMetalManufacturers(NAAMM):
AMP500-06...............................MetalFinishesManual
H.PorcelainEnamelInstitute(PEI)
1001-11......................................ArchitecturalPorcelainEnamel
PART2-PRODUCTS
2.1MARKERBOARD:
A.Provideself-edged(frameless)temperedglassmarkerboardsunitswithmagneticmetalbacking
panelincolorindicatedontheDrawings,completewithmarker/erasertray,withoutexposed
anchorages,whereindicatedontheDrawings.
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B.Providefactoryassembledunitcompleteinone(1)piece,withoutjointswheneverpossible.
Whenmarkerboarddimensionsrequiredeliveryinseparatesections,prefitcomponentsat
factory,disassembledfordeliveryandfitjointsatsite.
C.MarkerTray:manufacturer’sstandardmetalunit–notlessthan18incheswide–one(1)per
markerboardunitminimum.
F.Providebackingsurfaceofferromagneticmaterial.
2.4ACCESSORIES:
A.Provideeachmarkerboardandpresentationboardwithaneraserandfour(4)differentcolor
compatibledryerasemarkers.
2.5MATERIALS:
A.WritingSurface:
1.Providemarkerboardwritingsurfaceofminimum6mm(1/4inch)temperedglassfusedto
nominal0.378mm(28gauge)thicksteel.
B.Aluminum:
1. Aluminumtrimextrusionstobealloy6063-T5or6063-T6,conformtoASTMB221M(B221).
Minimum1.5mm(0.06inches)thick.
C.Glass:
1.ProvidetemperedglassinaccordancewithANSIZ97.1andconformtoASTMC1048,KindFT
(fullytempered),ConditionA(uncoated),TypeI,ClassI(clear).
2.5GENERALFINISHREQUIREMENTS:
A.ComplywithNAAMM’sAMP500SeriesforArchitecturalandMetalProductsfor
recommendationsforapplyinganddesignatingfinishes.
B.Protectmechanicalfinishesonexposedsurfacesfromdamagebyapplyingastrippable,
temporaryprotectivecoveringbeforeshipping.
C.AppearanceofFinishedWork:Noticeablevariationsinsamepieceareunacceptable.Variationsin
appearanceofadjoiningcomponentsareacceptableiftheyarewithintherangeofapproved
samplesandareassembledorinstalledtominimizecontrast.
2.6ALUMINUMFINISHES:
A.ClearAnodicFinish:AAMA611,AA-M12C22A31,ClassII,0.010mm(.39mil)orthicker.
B.ColorAnodicFinish:AAMA611,AA-M12C22A32/A34,ClassII,0.010mm(.39mil)orthicker.
C.Baked-EnamelorPowder-CoatFinish:AAMA2603,exceptwithaminimumdryfilmthicknessof
0.04mm(1.5mil).
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PART3-EXECUTION
3.1INSTALLATION,GENERAL:
A. Installunitsinaccordancewiththemanufacturer'sinstallationinstructionswithconcealed
fasteners.
B. Verifypartitionshavereceivedblockingandreinforcementbeforeinstallationofmarkerboards.
C. Assembleunitsinaccordancewithmanufacturer’swritteninstructions.
3.2CLEANING
A.Cleaninaccordancewithmanufacturers’writteninstructions.
B.Touchupfactory-appliedfinishestorestoredamagedorsoiledareas.
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SECTION101400SIGNAGE
PART1-GENERAL
1.1DESCRIPTION:
A.Thissectionspecifiesinteriorsignageforroomnumbers,directionalsignsexteriorsignage,code
requiredsignsandtemporarysigns.
1.2RELATEDWORK:
A. SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B. LightedEXITsignsforegresspurposesarespecifiedunderDivision26,ELECTRICAL.
C. ColorandFinishofInteriorSigns:RefertoDrawings.
1.3QUALITYASSURANCE:
A.Manufacturer’sQualifications:Providesignagethatistheproductofonemanufacturer,whohas
providedsignageasspecifiedforaminimumofthree(3)years.Submitmanufacturer’s
qualifications.
B.Installer’sQualifications:Minimumthree(3)years’experienceintheinstallationofsignageofthe
typeasspecifiedinthisSection.Submitinstaller’squalifications.
1.4SUBMITTALS:
A. SubmitinaccordancewithSection013300,SHOPDRAWINGS,PRODUCTDATAANDSAMPLES.
B. SustainableDesignSubmittals,asdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
C. InteriorSignSamples:Signpanelsandframes,withlettersandsymbols,foreachsigntype.
1. SignPanel,203x254mm(8x10inches),withletters.
2. Colorsamplesofeachcolor,152x152mm(6x6inches.Showanticipatedrangeofcolor
andtexture.
3. Sampleoftypeface,arrowandsymbolsinatypicalfullsizelayout.
D.Manufacturer'sLiterature:
1. Showingthemethodsandproceduresproposedfortheanchorageofthesignagesystemto
eachsurfacetype.
2. Manufacturer’sprintedspecificationsandmaintenanceinstructions.
E. SignLocationPlan,showinglocation,typeandtotalnumberofsignsrequired.
F. ShopDrawings:Scaledformanufactureandfabricationofsigntypes.Identifymaterials,show
joints,welds,anchorage,accessoryitems,mountingandfinishes.
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I.Manufacturer’squalifications.
J.Installer’squalifications.
1.5DELIVERYANDSTORAGE:
A. Delivermaterialstojobinmanufacturer'soriginalsealedcontainerswithbrandnamemarked
thereon.Protectmaterialsfromdamage.
B. Packagetopreventdamageordeteriorationduringshipment,handling,storageandinstallation.
Maintainprotectivecoveringinplaceandingoodrepairuntilremovalisnecessary.
C. Deliversignsonlywhenthesiteandmountingservicesarereadyforinstallationworkto
proceed.
D. Storeproductsindryconditioninsideenclosedfacilities.
1.6WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21,“WarrantyofConstruction”.
1.7APPLICABLEPUBLICATIONS:
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. AmericanArchitecturalManufacturersAssociation(AAMA):
611-14........................................AnodizedArchitecturalAluminum
2603-13......................................VoluntarySpecification,PerformanceRequirementsandTest
ProceduresforPigmentedOrganicCoatingsonAluminum
ExtrusionsandPanels
C. AmericanNationalStandardsInstitute(ANSI):
A117.1-09..................................AccessibleandUsableBuildingsandFacilities
D.ASTMInternational(ASTM):
A36/A36M-14............................CarbonStructuralSteel
A240/A240M-15........................ChromiumandChromium-NickelStainlessSteelPlate,Sheet,
andStripforPressureVesselsandforGeneralApplications
A666-10.....................................AnnealedorCold-WorkedAusteniticStainlessSteelSheet,Strip,
PlateandFlatBar
A1011/A1011M-14....................Steel,SheetandStrip,Hot-Rolled,Carbon,Structural,High-
StrengthLow-Alloy,High-StrengthLow-AlloywithImproved
Formability,andUltra-HighStrength
B36/B36M-13............................BrassPlate,Sheet,Strip,andRolledBar
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B152/B152M-13........................CopperSheet,Strip,Plate,andRolledBar
B209-14......................................AluminumandAluminum-AlloySheetandPlate
B209M-14..................................AluminumandAluminum-AlloySheetandPlate(Metric)
B221-14......................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes
B221M-13..................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes(Metric)
C1036-11(R2012).......................FlatGlass
C1048-12....................................Heat-TreatedFlatGlass-KindHS,KindFTCoatedandUncoated
Glass
C1349-10....................................ArchitecturalFlatGlassCladPolycarbonate
D1003-13...................................TestMethodforHazeandLuminousTransmittanceof
TransparentPlastics
D4802-10...................................Poly(MethylMethacrylate)AcrylicPlasticSheet
D. CodeofFederalRegulation(CFR):
40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,
DensityVolumeSolids,andWeightSolidsofSurfaceCoating
E. FederalSpecifications(FedSpec):
MIL-PRF-8184F...........................PlasticSheet,Acrylic,Modified.
MIL-P-46144C............................PlasticSheet,Polycarbonate
F.NationalFireProtectionAssociation(NFPA):
70-14..........................................NationalElectricalCode
PART2-PRODUCTS
2.1SIGNAGEGENERAL:
A. Providesignsoftype,sizeanddesignshownontheconstructiondocuments.
B. Providesignscompletewithlettering,framingandrelatedcomponentsforacomplete
installation.
C. Providegraphicsitemsascompletedunitsproducedbyasinglemanufacturer,including
necessarymountingaccessories,fittingsandfastenings.
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D. Donotscaleconstructiondocumentsfordimensions.Verifydimensionsandcoordinatewith
fieldconditions.NotifyContractingOfficerRepresentative(COR)ofdiscrepanciesorchanges
neededtosatisfytherequirementsoftheconstructiondocuments.
2.2INTERIORSIGNMATERIALS:
A. Aluminum:
1. SheetandPlate:ASTMB209M(B209).
2. ExtrusionsandTubing:ASTMB221M(B221).
B. CastAcrylicSheet:MIL-PRF-8184F;TypeII,class1,Waterwhitenon-glareopticallyclear.Matt
finishwaterwhiteclearacrylicshallnotbeacceptable.
C. Polycarbonate:MIL-P-46144C;TypeI,class1.
D. Vinyl:Premiumgrade0.1mm(0.004inch)thickmachinecut,havingapressuresensitive
adhesiveandintegralcolors.
E.Adhesives:
1.AdhesivesforFieldApplication:Mildew-resistant,nonstainingadhesiveforusewithspecific
typeofpanels,sheets,orassemblies;andforsubstrateapplication;asrecommendedin
writingbysignagemanufacturer.
2.AdhesivestohaveVOCcontentof50g/Lorlesswhencalculatedaccordingto40CFR59,(EPA
Method24).
F. Typography:ComplywithVASignageDesignGuide.
1. TypeStyle:HelveticaMediumandHelveticaMediumCondensed.Initialcapsorallcaps.
2. Arrow:Complywithgraphicstandardsinconstructiondocuments.
3. Letterspacing:Complywithgraphicstandardsinconstructiondocuments.
4. Letterspacing:Complywithgraphicstandardsinconstructiondocuments.
5. Providetext,arrows,andsymbolsinsize,colors,typefacesandletterspacingshownin
constructiondocuments.Textshallbeatrue,clean,accuratereproductionoftypeface(s).
2.3INTERIORSIGNTYPES:
A. ConformtotheVASignageDesignGuide.
B.Provideslidingrailcomponentsystem.
C. ComponentSystemSigns:
1. Provideinteriorsignsystemasfollows:
a. Interchangeablesystemthatallowsforchangesofgraphiccomponentsoftheinstalled
sign,withoutchangingsigninitsentirety.
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b. Providesignsystemcomprisedoffollowingprimarycomponents:
1) RailBack:Horizontalrails,spacedtoallowforuniform,modularsizingofsigntypes.
2) RailInsert:MounttobackofCopyPanelstoallowforattachmenttoRailBack.
3) CopyPanels:FabricateofABS,phopolymeroracrylicmaterialstoallowfordifferent
graphicneeds.
4) EndCaps:InterlocktoRailBacktoencloseandsecurechangeableCopyPanels.
5) JoinersandAccentJoiners:ToconnectseparateRailBackstogether.
6) TopAccentBars:Toprovidedecorativetrimcapthatenclosesthetopofsign.
c. Providerailback,railinsertandendcapsinanodizedextrudedaluminum.
d. Providesignsinsystemthatareconvertibleinthefieldtoallowforenlargementfrom
one(1)sizetoanotherinheightandwidththroughuseofjoinersoraccentjoiners,
whichconnectrailbackpanelstogetherblindly,providingabuttjointbetweencopy
panels.Connectaccentjoinerstorailbackswithavisible3mm(1/8")horizontalrib,
flushtotheadjacentcopyinsertsurfaces.
e. Providesignconfigurationsasindicatedonconstructiondocumentsthatvaryinwidth
from228mm(9inches)to2032mm(80inches),andhaveheightdimensionsof50mm
(2inches),76mm(3inches),152mm(6inches),228mm(9inches)and305mm(12
inches).Heightthatcanbeincreasedbeyond305mm(12inches),byrepeatingheight
moduleinfullorinpart.
2.Providerailbackfunctionsasinternalstructuralmemberofsign.Fabricateof6063T5-
extrudedaluminum,anodizedblack.
a. Fabricatetoacceptanextrudedaluminumorplasticinsertoneitherside,depending
uponsigntype.
b. Providecomponentsthatareconvertibleinfieldtoallowforconnectiontootherrail
backpanels.
c. Providemountingdevicesincludingwallmountingforscrew-onapplications,andother
mountingdevicesasneeded.
3.Providerailinsertfunctionsasmountingdeviceforcopypanelsontotherailback.Therail
insertmountstothebackofthecopypanelwithadhesivesuitableforattachingparticular
copyinsertmaterial.
a. Providecopypanelsthatslideorsnapintothehorizontalrailback.
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4. Providecopypanelsthatacceptvariousformsofcopyandgraphics,andattachtotherail
backwiththerailinsert.ProvidecopypanelsfabricatedofABSplasticwithintegralcoloror
anacryliclacquerfinishonphotopolymeroracrylic.
a. Providecopypanelsthatareinterchangeablebyslidinghorizontallyfromeithersideof
sign,andtoothersignsinsystemofequalorgreaterwidthorheight.
b. Providematerialsthatarecleanablewithoutuseofspecialchemicalsorcleaning
solutions.
c. CopyPanelMaterials.
1) ABSInserts:2.3mm(.090inches)extrudedABSplasticcorewith.07mm(.003
inches)acryliccapbondedduringextrusion/texturingprocess.
a)Pressurebondedtoextrudedrailinsertwithadhesive.
b)BackgroundColor:Integralorpaintedinacryliclacquer.
c)Finished:Texturepattern.
2) PhotopolymerInserts:3.2mm(.125inches)phenolicphotopolymerwithraised
copyetchedto2.3mm(.0937inches),bondedtoanABSplasticorextruded
aluminuminsertwithadhesive.
a)BackgroundColor:Painted,acrylicenamel.
3) ChangeablePaper/InsertHolder:Extrudedinsertholderwithintegralrailinsertfor
connectionwithstructuralbackpanelin6063T5aluminumwithablackanodized
finish.
a)Insertsintoholderarepaperwithaclear0.76mm(.030inches)texturedcover.
b)BackgroundColor:Painted,acryliclacquer.
4) Acrylic-2mm(.080inches)non-glareacrylic.
a)Pressurebondedtoextrudedrailinsertusingadhesive.
b)BackgroundColor:Paintedinacryliclacqueroracrylicenamel.
5) Extruded6063T5aluminumwithablackanodizedfinishinsertholderwithintegral
railinsertforconnectionwithstructuralbackpaneltohold0.76mm(.030inches)
texturedpolycarbonateinsertandaslidingtilewhichmountsintheinsetholderand
slideshorizontally.
5. EndCaps:Extrudedusing6063T5aluminumwithablackanodizedfinish.Endcapsinterlock
withrailbackwithclipstoformanintegralunit,enclosingandsecuringthechangeablecopy
panels,withoutrequiringtoolsforassembly.
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a. Interchangeabletoeachendofsignandtoothersignsinsignagesystemofequal
height.
b. Providemechanicalfastenersthatcanbeaddedtotheendcapsthatwillsecureittorail
backtomakesigntamperresistant.
6. Joiners:Extrudedusing6063T5aluminumwithablackanodizedfinish.Railjoinersconnect
railbackstogetherblindly,providingabuttjointbetweencopyinserts.
7. AccentJoiners:Extrudedusing6063T5aluminumwithamirrorpolishedfinish.Connect
joinerandrailbackstogetherwithavisible3mm(.125inches)horizontalrib,flushtothe
adjacentcopypanelsurfaces.
8. TopAccentRail:Extrudedrailusing6063T5aluminumwithamirrorpolishedfinishthat
providesa3.2mm(.125inches)highdecorativetrimcap.Capbuttsflushtoadjacentcopy
panelandenclosestopofrailbackandcopypanel.
9. Typography:
a. VinylFirstSurfaceCopy(non-tactile):Appliedvinylcopy.
b. SubsurfaceCopyInserts:Textured1mm(.030inches)clearpolycarbonatefacewith
subsurfaceappliedvinylcopy.
1)Sprayfacebackwithpaintandlaminatedtoextrudedaluminumcarrierinsert.
c. IntegralTactileCopyInserts:Phenolicphotopolymeretchedwith2.3mm(.0937inches)
raisedcopy.
d. Silk-screenedFirstSurfaceCopy(non-tactile):InjectionmoldedorextrudedABS
plasticinsertwithfirstsurfaceappliedenamelsilk-screenedcopy.
D. TactileSign:
1. Tactilesignmadefromamaterialthatprovidesforletters,numbersandBrailletobe
integralwithsign.Photopolymeretchedmetal,sandblastedphenolicorembossedmaterial.
Donotapplyletters,numbersandBraillewithadhesive.
2. Numbers,lettersandBrailletoberaised0.8mm(1/32inches)fromthebackgroundsurface.
Thedraftoftheletters,numbersandBrailletobetapered,verticalandclean.
3. BrailleDots:ConformwithANSIA117.1forBraillepositionandlayout;(a)Dotbase
diameter:1.5mm(.059inches)(b)Inter-dotspacing:2.3mm(.090inches)(c)Horizontal
separationbetweencells:6.0mm(.241inches)(d)Verticalseparationbetweencells:10.0
mm(.395inches)
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4. Paintassemblyspecifiedcolor.Afterpainting,applywhiteorotherspecifiedcolortosurface
ofthenumbersandletters.Applyprotectiveclearcoatsealanttoentiresign.
5. Finish:Eggshell,11to19degreeona60degreeglossmeter.
E.Providecorkorfeltonbottomormountingbracketwhensignismountedoncounterordesk.
F.Forceilingmountedsigns,providemountinghardwareonthesignthatallowsforsign
disconnection,removal,reinstallation,andreconnection.
1.CardorPaperHolder:Extrudedaluminumclipanodizedblackcontainingrollerstopinchand
releasepaper.
a.Endcapsareblackplastic.
2.PatientInformationHolder:Providechart,file,orbinderholderconstructedofpainted
extrudedaluminumincolorselectedfrommanufacturer’sfullrangeofavailableoptions.
a.Providepolishedaluminumconnectingrodsandbuttons.Providebuttoncoversfor
mountingscrewsthatpermanentlyattachandsecurelyconcealscrews.
J. TemporaryInteriorSigns:
1. Fabricatedfrom50kg(110pound)mattefinishedwhitepapercutto101mm(4inch)wide
by305mm(12inch)long.
a.Punched3.2mm(.125inch)holewithedgeofholespaced13mm(.5inch)infromedge
andcenteredon101mm(4inch)side.
b.Reinforceholeonbothsideswithsuitablematerialthatpreventstiefrompullingthrough
hole.
c.Ties:Steelwire0.3mm(0.120inch)thickattachedtotagwithtwistleaving152mm(6
inch)longfreeends.
2. Markarchitecturalroomnumberonsign,withbroadfeltmarkerinclearlylegiblenumbers
orlettersthatidentifyroom,corridororspaceasshownonconstructiondocuments.
3. Installtemporarysignstoroomsthathavearoom,corridororspacenumber.Attachtodoor
frame,doorknobordoorpull.
a. Doorsthatdonotrequiresignsare:corridordoorsincorridorwithsamenumber,
foldingdoorsorpartitions,toiletdoors,bathroomdoorswithinandbetweenrooms,
closetdoorswithinrooms,communicatingdoorsinpartitionsbetweenroomswith
corridorentrancedoors.
b. Replaceandmissing,damagedorillegiblesigns.
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2.4FABRICATION:
A. Designinteriorsignagecomponentstoallowforexpansionandcontractionforaminimum
materialtemperaturerangeof38degreesC(100degreesF),withoutcausingbuckling,excessive
openingofjointsoroverstressingofadhesives,weldsandfasteners.
B. Formworktorequiredshapesandsizes,withtruecurvelinesandangles.Providenecessary
rebates,lugsandbracketsforassemblyofunits.Provideconcealedfastenerswhereverpossible.
C. Shopfabricatesofaraspracticable.Fastenjointsflushtoconcealreinforcement,orweldjoints,
wherethicknessorsectionpermits.
D. Levelandassemblecontractsurfacesofconnectedmemberssojointswillbetightand
practicallyunnoticeable,withoutapplyingfillingcompound.
E. Signs:Fabricatewithfine,eventexturetobeflatandsound.
1.Maintainlinesandmiterssharp,arisesunbroken,profilesaccurateandornamenttrueto
pattern.
2.Planesurfacestobesmooth,flatandwithoutoil-canning,freeofrackandtwist.
3.Maximumvariationfromplaneofsurfaceplusorminus0.3mm(0.015inches).Restore
texturetofiledorcutareas.
F. Finishextrudedmemberstobefreefromextrusionmarks.Fabricatesquareturns,sharp
corners,andtruecurves.
G. Finishhollowsignswithmatchingmaterialonallfaces,tops,bottomsandends.Mitereedge
jointstogiveappearanceofsolidmaterial.
H. Donotmanufacturesignsuntilfinalsignmessagescheduleandlocationreviewhasbeen
completedbytheCORandforwardedtocontractor.
I.Drillholesforboltsandscrews.Millsmoothexposedendsandedgeswithcornersslightly
rounded.
J.Formjointsexposedtoweathertoexcludewater.
K. MovableParts,IncludingHardware:Cleanedandadjustedtooperateasdesignedwithout
bindingordeformationofmembers.Centerdoorsandcoversinopeningorframe.
1.Aligncontactsurfacesfittightandevenwithoutforcingorwarpingcomponents.
L. Pre-assembleitemsinshoptominimizefieldsplicingandassembly.Disassembleunitsonlyas
necessaryforshippingandhandlinglimitations.Clearlymarkunitsforre-assemblyand
coordinatedinstallation.
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M. Primepaintedsurfacesasrequired.Applyfinishcoatingofpaintforcompletecoveragewithno
lightorthinapplicationsallowingsubstrateorprimertoshow.
1.Finishsurfacesmooth,freeofscratches,gouges,drips,bubbles,thicknessvariations,foreign
matterandotherimperfections.
PART3-EXECUTION
3.1INSTALLATION:
A. Locatesignsateachpatientroom,staffoperationsrooms,housekeepingandutilitydoorsfrom
maincorridor,andasotherwiseindicatedontheconstructiondocuments.
B. ConformtotheVASignageDesignGuideforinstallationrequirements.
C.Ateachsignlocationverifythattherearenoutilitylinesbehindeachsignlocationthatwillbe
affectedbyinstallationofsigns.
1.Correctandrepairdamagedonetoutilitiesduringinstallationofsignsatnoadditionalcostto
Government.
D. Provideinsertsandanchoringdeviceswhichmustbesetinconcreteorothermaterialfor
installationofsigns.Submitsettingdrawings,templates,instructionsanddirectionsfor
installationofanchoragedevices,whichmayinvolveothertrades.
E. Mountsignsinproperalignment,levelandplumbaccordingtotheSignLocationPlanandthe
dimensionsgivenonelevationandSignLocationPlans.Whenexactposition,angle,heightor
locationisnotclear,contactCORforresolution.
F. Whensignsareinstalledonglass,provideblankglassbackuptobeplacedonoppositesideof
glassexactlybehindsignbeinginstalled.Provideblankglassbackthatisthesamesizeassign
beinginstalled.
G.Touchupexposedfastenersandconnectinghardwaretomatchcolorandfinishofsurrounding
surface.
H. Atcompletionofsigninstallation,cleanexposedsignsurfaces.Cleanandrepairadjoiningor
adjacentsurfacesthatbecamesoiledordamagedasaresultofinstallationofsigns.
---END---
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SECTION102123CUBICLECURTAINTRACKS
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiescubiclecurtaintrack(C.C.T.),intravenoussupportassembly(I.V.)and
showercurtaintracks.
1.2RELATEDWORK:
A. Steelshapesforsuspendingtrackassembly:Section055000,METALFABRICATIONS.
B.AcousticalceilingtileandsuspensionsystemsSection095100,ACOUSTICALCEILINGS.
1.3SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Samples:
1.305mm(12inch)longpieceofcubiclecurtaintrackwithcarrieraccessandendstop.
2.Clipanchorforfasteningtracktogridsystemofacousticalceilings.
3.Oneintravenoussupportassemblyconsistingof305mm(12inch)longpiecesoftrack,carrier
assembly,andbottlependant.
4.Curtaincarrierforattachingcurtaintotrack.
C. ShopDrawings:Showinglayoutoftracksandmethodofanchorage.
D. Manufacturer'sLiteratureandData:
1.Cubiclecurtaintrack.
2.Intravenoussupportassembly.
1.4DELIVERY,STORAGEANDHANDLING:
A. Delivermaterialinoriginalpackagemarkedtoidentifythecontents,brandname,andthename
ofthemanufacturerorsupplier.
B. Storeindryandprotectedlocation.Storesoastonotbendorwarpthetracks.
C. Donotopenpackagesuntilcontentsareneededforinstallation,unlessverificationinspectionis
required.
1.5WARRANTY:
A.ConstructionWarranty:CubiclecurtaintracksaresubjecttothetermsoftheArticle“Warrantyof
Construction,”FARclause52.246-21.
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1.6APPLICABLEPUBLICATIONS:
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. ASTMInternational(ASTM):
B221-14......................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes
B221M-13..................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes(Metric)
B456-11......................................ElectrodepositedCoatingsforCopperPlusNickelPlus
ChromiumandNickelPlusChromium
C. AluminumAssociation(AA):
DAF45-09..................................DesignationSystemforAluminumFinishes
D.AmericanArchitecturalManufacturersAssociation(AAMA):
2603-13......................................VoluntarySpecification,PerformanceRequirementsandTest
ProceduresforPigmentedOrganicCoatingsonAluminum
ExtrusionsandPanels
E. TheNationalAssociationofArchitecturalMetalManufacturers(NAAMM):
AMP500Series..........................MetalFinishesManual
PART2-PRODUCTS
2.1CUBICLECURTAINTRACKS:
A. ChannelTracks(SurfaceMountedType):Extrudedaluminum,ASTMB221M(B221),alloy6063,
temperT5orT6,channelshaped,withsmoothinsideracewayforcurtaincarriers.
B. Surfacemountedhooklesscurtaintrack.
C. CurtainCarriers:Nyloncarriers,withnylonwheelsonmetalornylonaxles.
1.Equipeachcarrierwitheitherstainlesssteel,chromiumplatedbrassorsteelhookswith
swivel,ornickelchromiumplatedbrassorstainlesssteelbeadchain
2.Hookforbeadchainmaybethesamematerialandfinishasthebeadchainormaybe
chromiumplatedsteel.
3.Provide2.2carriersforevery305mm(1foot)ofeachsectionofeachtracklength,plusone
(1)additionalcarrier.
E. EndStopConnectors,CeilingFlangesandOtherAccessories:Fabricatefromthesamematerial
withthesamefinishasthetracksorfromnylon.
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F. HangersandFittings:Fabricatefromthesamematerialwiththesamefinishasthetracks.
Hangersmayberoundorsquareforchanneltracksandroundfortubulartracks.Designfittings
tobecompatiblewithdesignoftracksandtosafelytransmitthetrackloadtothehangers.
G. Atendofeachsectionoftrack,makeprovisionforinsertionandremovalofcarriers.Designto
preventaccidentalremovalofcarrier.Provideoperatingmechanismshallberemovablewith
commontools.
2.2.SHOWERCURTAINTRACK:
A.Providewater/corrosionresistantaluminumsurfacemountedtracksystemandgliderhooksat10
permeter(3.28feet),completewithend-stopconnectorsandotherassociatedaccessories.
2.3INTRAVENOUSSUPPORTASSEMBLY:
A. Assemblyincludestrack,carrierassembly,bottleholdingpendant,curvedtracksectionsand
curvedconnectors,andallcomponentsandaccessoriesrequiredforaworkinginstallation.
B. Track:Surfacemountedchannelor"I"beamshaped,extrudedaluminum.Equiptrackwith
removablesectionatsplicingclampforcarrierremoval.
1.OverallSizeofTrack:asshownonconstructiondocuments.
C. CarrierAssembly:Provideassemblythatincludesabodymadeofeitherstainlesssteelor
aluminum,equippedwithfour(4)ballbearingnylonwheelsandlockstoptoensureisolationof
carrierfromtrack.
1.Equipcarrierwithapositivelockingdevicetoholdcarrierstationarywheninuse.
2.Providewitheitherastainlesssteelorchromiumplatedbrasshookforsupportofbottle
holdingpendent.
D. BottleHoldingPendent:Equipwithminimumofthree(3)stainlesssteel,chromiumplatedsteel,
orchromiumplatedbrassarmsconnectedtoadjustableshaftofsamematerial.
1.Provideadjustableshaftthatpermitsbottleholdinghubtoadjustfromfullheightto1905
mm(75inches)abovefinishedfloor.
2.Provideshaftwithabuilt-inlockingdeviceforverticalheightadjustments.
3.Providelockingdeviceactivatedbypushbuttonorsimilarmechanism,andeasilyoperated
onehandcontrol.
2.4FASTENERS:
A. ExposedFasteners,ScrewsandBolts:Stainlesssteelorchromium/nickelplatedbrass.
B. ConcealedFasteners,ScrewsandBolts:Hot-dipgalvanizedorStainlesssteel.
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C. MetalClips:Anchorcurtaintrackstoexposedgridoflay-inacousticaltileceilings,with
concealedmetal(butterfly)typeortwopiecesnaplockingtypeceilingclipofhighstrength
springsteel.
1.Whenitisnotpossibletoinstallthemetalceilingclip,thecubiclecurtaintrackmaybe
screwedtotheceilinggrid.
2.5FINISHES:
A. Aluminum:FinishnumbersforaluminumspecifiedareinaccordancewithAADAF45.
AA-C22A31finish,chemicallyetchedmediummattewithclearanodiccoating,ClassII
Architectural,.01mm(0.4mils)thick.
B. Chrome/NickelPlating:Satinorpolishedfinish,ASTMB546,minimumthicknessofchromium
plateasfollows:
1. 0.005mm(0.2mil)oncopperalloys.
2. 0.01mm(0.4mil)onsteel.
C. StainlessSteel:No.4inaccordancewithNAAMMAMP500.
D.BakedEnamelorPowderCoatFinish:AAMA2603.
2.6FABRICATION:
A. Weldandgrindsmoothjointsoffabricatedcomponents.
B. Formtracksandbendsoflengthsthatwillproducetheminimumnumberofjoints.Maketrack
sectionsupto4877mm(16feet)withoutjoints.Formcornerbendona305mm(12inch)
radius.
C. Providesteelanchorplates,supports,andanchorsforsecuringcomponentstobuilding
construction.
D. Formflatsurfacewithoutdistortion.
E. Shopassemblecomponentsandpackagecompletewithanchorsandfittings.
PART3-EXECUTION
3.1INSTALLATION:
A. Installtracksafterfinishpaintingandceilingfinishingoperationsarecomplete.
B. Installtracklevelandhangersplumbandsecurelyanchortotheceilingtoformarigid
installation.
C. Anchorsurfacemountedcurtaintracksdirectlytoexposedgridoflay-inacousticaltileceilings
withsuitablefasteners,spacedapproximately610mm(24inches)oncenter.
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D. Anchorsurfacemountedcurtaintrackstoconcrete,plasterandgypsumboardceilingswitha
minimumof3mm(1/8-inch)diameterfasteningsorconcealedclipsspacednotmorethan914
mm(3feet)oncenter.
E. Installsuspendedtrack2210mm(87inches)abovethefinishedfloor,withhangersspacedno
morethan1219mm(4feet)oncenter.Atceilingline,provideflangefittingssecuredtohangers
withsetscrews.Securetracktowallswithflangedfittingsandtohangerswithspecialfittings.
F. Fastenendstopcapstopreventthemfrombeingforcedoutbythestrikingweightofcarriers.
G. Anchorsurfacemountedintravenoustrackdirectlytosupportsystemaboveceiling.
H. Removedamagedordefectivecomponentsandreplacewithnewcomponentsorrepairtothe
originalcondition.
I. Installtrackrigid,plumb,levelandtrue,andsecurelyanchoredtotheoverheadconstruction.
J. Verifythatcarrierunitsoperatesmoothlyandeasilyoverthefullrangeoftravel.
---END---
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SECTION102513PATIENTBEDSERVICEWALLS
PART1–GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiesthefurnishing,installationandconnectionofthePatientBedServiceWall
(PBSW)units.
B. TheWorkofthisSectionalsoincludesinstallationofOwnerfurnishedPBSWunits.
1.2RELATEDWORK:
A. SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.
B. Section226200,VACUUMSYSTEMSFORLABORATORYANDHEALTHCAREFACILITIES.
C.Section226300,GASSYSTEMSFORLABORATORYANDHEALTHCAREFACILITIES:Requirements
forair,oxygenandvacuumoutletsinthePBSW.
D. Section260511,REQUIREMENTSFORELECTRICALINSTALLATIONS:Minimumrequirements,
teststandards,qualificationsproductsandservices,manufacturedproducts,and
materials/equipmentprotectionforelectricalinstallations.
E. Section260533,RACEWAYANDBOXESFORELECTRICALSYSTEMS:Racewaysandoutletboxes
forwiring.
F. Section260519,LOW-VOLTAGEELECTRICALPOWERCONDUCTORSANDCABLES:Cablesand
wiring.
G. Section262726,WIRINGDEVICES:WiringdevicestobeinstalledinthePBSWunits.
H. Section260526,GROUNDINGANDBONDINGFORELECTRICALSYSTEMS:Requirementsfor
personnelsafetyandtoprovidealowimpedancepathtogroundforpossiblegroundcurrents.
I. Section265100,INTERIORLIGHTING:Lightingfixturerequirementswheninstalledinor
connectedtothePBSWunits.
J. Section275223,NURSECALL/CODEBLUESYSTEMS:NurseCallandCodeOnerequirementsfor
installationinthePBSWunits.
1.3SUBMITTALS:
A.ObtainGovernmentapprovalforallmaterialsandequipmentbeforedeliverytothejobsite.
Delivery,storageorinstallationofmaterialsandequipmentwhichhasnothadpriorapprovalis
notpermitted.
B. SustainableDesignSubmittalsasdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
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1. Adhesive:MaximumVOCcontent:250g/Lorless.
C. InaccordancewithSection260511,REQUIREMENTSFORELECTRICALINSTALLATIONSand
Section013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES,submitthefollowing:
1. ShopDrawings:
a. Includesufficientinformation,clearlypresented,todeterminecompliancewith
constructiondocuments.
b. Includeelectricalratings,dimensions,mountingdetails,frontview,sideview,
equipmentanddevicearrangement,wiringdiagrams,material,andconnection
diagrams.
c. Submitconfigurationdrawingsshowingdevices,includingnursecall,medicalgases,
electricalreceptaclesandswitches.TheContractingOfficerRepresentative(COR)will
conveybyreturnofsubmittalthedesiredconfigurationofeachstyleofPBSWsystem.
Limitthequantityandtypesofdevicesallowedforeachstyleofunittothequantityand
typesofdevicesspecifiedforthatstyle.
2.Manufacturer’sLiteratureandProductData:Submitdescriptiveliterature,catalogcuts,test
reports,certifications,samples,andotherdatanecessaryfortheCORtoascertainthatthe
proposedmaterialsandequipmentcomplywithconstructiondocumentationrequirements.
Catalogcutssubmittedforapprovalaretobelegibleandclearlyidentifyspecificmaterials
andequipmentbeingsubmitted.
3.Manufacturer’squalifications.
4.Productqualifications.
5.Servicequalifications.
6.OperationandMaintenanceManuals:Two(2)weekspriortothefinalinspection,deliverfour
(4)copiesofthefollowingtotheCOR.
a. Completemaintenanceandoperatingmanualsincludingwiringdiagrams,technicaldata
sheets,andinformationfororderingreplacementparts:
1) Includecomplete"Asinstalled"diagramswhichindicateallitemsofequipment,
theirinterconnectingwiringandinterconnectingpiping.
2) Includecompletediagramsoftheinternalwiringforeachoftheitemsof
equipment,including"Asinstalled"revisionsofthediagrams.
3) Identifyterminalsonthewiringdiagramstofacilitateinstallation,maintenanceand
operation.
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7. Certifications:Two(2)weekspriortothefinalinspection,deliverfour(4)copiesofthe
followingcertificationstotheCOR:
a. Certificationbythemanufacturerthattheequipmentconformstotherequirementsof
theconstructiondocuments.
b. CertificationbytheContractorthattheequipmenthasbeenproperlyinstalled,
adjusted,andtestedinaccordancewiththemanufacturer’srecommendations.
1.4WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21“WarrantyofConstruction”.
1.5APPLICABLEPUBLICATIONS:
A. Publicationslistedbelow(includingamendments,addenda,revisions,supplementsanderrata)
formapartofthisspecificationtotheextentreferenced.Publicationsarereferencedintextby
thebasicdesignationonly.
B. CodeofFederalRegulation(CFR):
40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,
DensityVolumeSolids,andWeightSolidsofSurfaceCoating
C. NationalFireProtectionAssociation(NFPA):
70-14..........................................NationalElectricalCode(NEC)
99-12..........................................HealthCareFacilities
D.NationalElectricalManufacturer’sAssociation(NEMA):
WD-6-2012.................................WiringDevices-Dimensional
E. UnderwritersLaboratories,Inc.(UL)
KEZR.E192931............................PrefabricatedMedicalHeadwallsandMedicalSupplyUnits
PART2-PRODUCTS
2.1PBSWSYSTEMS:
A. ProvidePBSW’sthatareULlisted.
B. Provideunitsconsistingofastructuralframework,removablepanelsandremovableequipment
consoleunitswhicharefactoryassembledtohouseallpermanentbedsideservices.Services
includebutarenotlimitedtofixtures,groundingjacks,poweroutlets,telephoneoutlets,nurses
callpatientstation,medicalgasoutlet(s),televisionremotecontrolunit,andotherfittingsor
devices.
C. Conformtothefollowing:
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1. ApplicablerequirementsinNFPA70andNFPA99.
2. AssemblyandallcomponentsaretobeULlistedorlabeled.
3.AdhesiveswhereusedaretohaveaVOCcontentof250g/Lorlesswhencalculatedaccording
to40CFR59,(EPAMethod24).
D. CoordinatethemountingspaceprovisionsforthenursecallequipmentwithSection275223,
NURSECALL/CODEBLUESYSTEMS.
E. CompressedAir,OxygenandVacuumSystemEquipment:Furnish,installandtestthe
equipmentinaccordancewiththeconstructiondocumentsandSection226200,VACUUM
SYSTEMSFORLABORATORYANDHEALTHCAREFACILITIESandSection226300,GASSYSTEMS
FORLABORATORYANDHEALTHCAREFACILITIES.
1.Providefixedmedicalgasoutletsthatarepermanentlyinstalledinone(1)locationand
cannotmovewithoutspecialtoolsandshuttingoffthemedicalgasinvolved.
2.Movablemedicalgasoutlets:
a. Hoseconnectedtogasmanifoldtype:
1) ThehosesconnectedtogasmanifoldaretobeULlistedandlabeledforthe
purpose.
2) Allhosesaretobeaccessibleatalltimes.Providebarsorotherrestrainingdevices
tocontrolexposedhoses.Apanelmaycoverthehosesprovideditcanbeeasily
removedwithouttheuseofspecialtoolsforhoseinspection.
b. Relocatabletype:
1) Relocatable(snap-in)withouttheuseoftoolstoanyoneofseveraldifferentfixed
locations.
2) Appropriaterelocatableadaptercanbeusedtoaccessavailablegasesfromeach
fixedlocation.
3) Coverallunusedlocationswithablank(nogas)adapterplate.//
F. ElectricalreceptaclesandswitchestocomplywiththerequirementsinSection262726,
WIRINGDEVICES;groundinginSection260526,GROUNDINGANDBONDINGFORELECTRICAL
SYSTEMS;andinternalwiringinSection260519,LOW-VOLTAGEELECTRICALPOWER
CONDUCTORSANDCABLES.
G. Styles:
1. StyleA1:AsinglebedPBSWunitconsistingofahorizontalunit.
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a.Providehorizontalunitsthatconsistofaminimumofthree(3)railsortwo(2)railsifthe
bedlightisindependentlymounted.
1)Provideamiddlerailforpower,nursecall,andmedicalgases.
2)Providebottomrailwithbedbumperandconnectionforbedmotorpower.
3)Providehorizontalunitwithverticalchaseconnectingrailstoaboveceilingjunction
boxesandgasconnectionpoints.
b.Provideoxygengasoutlet(s):Two(2)eachfixedorone(1)eachmovable.
c. Provideairoutlet(s):Two(2)eachfixedorone(1)eachmoveable.
d. Providevacuumoutlet(s):Two(2)eachfixedortwo(2)eachmovable.
e. Provideemergencypoweroutlets:Two(2)eachNEMA20Rsinglereceptacles,self-
illuminatedredwithstainlesssteeloranodizedaluminumcoverplate,engraved
"EMERGENCYPOWER"withminimum6mm(1/4inch)redfilledletters.
f. Providenormalpoweroutlets:Three(3)eachNEMA20Rsinglewhitereceptacles;one
(1)ofwhichisforthebedmotor.Providestainlesssteeloranodizedaluminumcover
plates.
g. ProvideNursesCallaudio-visualsinglebedstation.
h. Providetele-cartjack.
i. Provideauxiliarylight6to7watts,withhoodandswitch.Mountbothonastainless
steelorananodizedaluminumfaceplateinstalledinasinglegangbox.
j. Provideaswitchfortheoverhead/examlight.
k. ProvideaPBSWmountedbedlightfixture.RefertoSection265100,INTERIOR
LIGHTING.PowerbedlightthroughthePBSWunit.
l.Providepowerforoxygenconcentrators.
H. PBSW:Providewiththefollowingfeatures:
1. Constructbasicstructuralframeworkofheavygaugeextrudedaluminumorminimum1.72
mm(0.067inch;14gauge)cold-rolledsteel.
2.Constructunittobeself-supportingforabove-the-floor,closewallmountingorafreestanding
installation.
3. Drillandtapthesideframememberstopermittheinstallationoffrontpaneldevicesat
modularintervalsatanyelevationbetweenthetopandbottom.
4. Provideremovablefrontpanels:
a. Constructpanelofthefollowingmaterials:
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1) Fireretardingcorematerialsurfacedwithahighpressureplasticlaminatedfacing
sheet.
2) Vinylmaterialheatandpressureappliedoveraminimumof1.52mm(0.060inch)
sheetaluminumbackbracedforrigidityandsoundcontrol.
3) Vinylmaterialheatandpressureappliedoversheetsteelminimum1.52mm(0.060
inch).
4) Vinylmaterialheatandpressureappliedoversheetaluminumminimum2.03mm
(0.080inch).
b. ProvidecolorandtextureasspecifiedintheSection090600,SCHEDULEFORFINISHES.
c. Bondthepaneledgeswithanaluminumextrusionorcold-rolledsteeltrimdesignedfor
mountingdirectlytothestructuralframework,thusallowingthepanelstobeeasily
removedforaccesstointernalcomponentsandforservicingofutilityconnectionsor
futuremodifications.Securepanelswithhiddenscrewsorothermeanstoofferan
overallfinishedappearance.Allexposedmetalsurfacesortrimsgreaterthan3.17mm
(1/8inch)widetobeofanodizedaluminumorstainlesssteelfinishedtoresistabrasion
andaffectsfromhospitalcleaningcompounds.
5. BackPanels:StylesA1,A2,B1andB2donothavebackpanels,providedtheyareedge
gasketedtothewallortotallyandinconspicuouslyedgesealedtothewallwitharesilient
caulkingmaterial.Attachsidepanelmadeofaminimum1.52mm(0.060inch)sheetsteel,
orequivalentstrengthaluminumsideandbackpanels,withflushscrewstopermitclose
wallmounting.Finishsidepanelstomatchorcomplimentthefrontpanels..
6. Mountpatientservicecomponentsinanequipmentconsolemadeupofabackboxand
finishfascia.
a. Providegalvanizedsteelbackboxwithoutletgangopeningsonminimum
61mm(2.4inches)uniformcenterstoprovidemountingsupportsoffrontpanel
devices.Provideremovablemetalbarrierstoseparatevoltagesourcesandtofacilitate
wiringbetweensegregateddeviceswithinthesamehorizontalmodule.
b. Matchfinish,eitheranodizedaluminumorstainlesssteelofallfasciaanddeviceface
plates.
c. Fasciaorfaceplatesmaybeomittedforpowerandgroundingreceptaclesinthe
consolesifthereceptaclesaremountedflushinthePBSWcoverpanelandfacilities,
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includingsupportmembers,tappedholes,andspacingareprovidedbehindthepanel
forfutureadditionorrelocationofreceptacles.
d. Providesmoothexternalsurfaceshavingafinishedappearance.Maintainadequate
spacingofdeviceplatesandsimilaritemstoeliminatecrevicesandfacilitatecleaning.
7. ProvidepatientservicesasindicatedinparagraphsStylesabove,theschematicwiring
diagramshownonconstructiondocuments,andasfollows:
a. Electricalcomponents:Factoryassembledandprewiredtoasectionalizedjunctionbox
atthetopoftheunitinaccordancewithcircuitingandswitchingarrangementsshown
ontheconstructiondocuments.Factoryassembledprewiringmaybestrandedinsizes
AWG#10and#12.Provideanequipotentialgroundbuswithlugssuitablefor
connectingAWG#14toAWG#6conductorswithaminimumof48screw-type
terminals,unlessotherwiseshown.
b. Receptacles:SingleHospitalGradeNEMA5-20R,unlessotherwisespecified.
c. Providemedicalgascomponentscompatiblewiththoseinstalledelsewhereinthe
facility,factoryassembled,manifoldedandpre-piped,withmedicalgradecopperpipe,
tosinglepointconnectionsofeachserviceatthetopoftheunits.
d. Providenursecallservicesconsistingofprovisionsforadequatespaceandmatching
faceplatesfortheequipmentandemptyconduittothesectionalizedjunctionboxat
thetopoftheunit.
e. ProvideinternalpowerandsignalwiringinseparateEMT,flexiblemetalconduitsor
approvedraceway.Separatenormalpowercircuitsfromemergencypowercircuits.
f.Provideadequatesupportsforconduitsandpipingwithinthestructuralframe.
g.TelephoneOutlets/Jacks:Plug-intypeasapprovedbytheCOR.
h. Exceptforanodizedaluminumandgalvanizedorstainlesssteelsurfaces,cleanand
factorypaintmetalsurfaceswithprimerandnotlessthantwo(2)coatsofbaked
enamel.
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PART3-EXECUTION
3.1INSTALLATION:
A. InstallequipmentinaccordancewithNFPA70,NFPA99,andasshownontheconstruction
documents.
B. CompressedAir,OxygenandVacuumSystemEquipment:
1. Installandtesttheequipmentandpipingsysteminaccordancewiththeconstruction
documentsandSection226200,VACUUMSYSTEMSFORLABORATORYANDHEALTHCARE
FACILITIES,andSection226300,GASSYSTEMSFORLABORATORYANDHEALTHCARE
FACILITIES.
2. InstallandmakeconnectionsasrequiredforacompleteandoperationalPBSWsystemfor
eachunit.
---END---
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SECTION102600WALLANDDOORPROTECTION
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifieswallguards,handrail/wallguardcombinations,cornerguardsand
door/doorframeprotectorsandhighimpactwallcovering.
1.2RELATEDWORK:
A. SustainableDesignRequirements:Section018113,SUSTAINABLEDESIGNREQUIREMENTS.//
B. Armorplatesandkickplatesnotspecifiedinthissection:Section087100,DOORHARDWARE.
D. Colorandtextureofaluminumandresilientmaterial:RefertoDrawings.
1.3QUALITYASSURANCE:
A.Manufacturer’sQualifications:Manufacturerwithaminimumofthree(3)years’experiencein
providingitemsoftypespecified.
1.Obtainwallanddoorprotectionfromsinglemanufacturer.
B.Installer’sQualifications:Installersaretohaveaminimumofthree(3)years’experienceinthe
installationofunitsrequiredforthisproject.
1.4SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. SustainableDesignSubmittals,asdescribedbelow:
1.VolatileorganiccompoundspervolumeasspecifiedinPART2-PRODUCTS.
2.Forcompositewoodproducts,submitdocumentationindicatingproductcontainsnoadded
ureaformaldehyde.
C. ShopDrawings:Showdesignandinstallationdetails.
D. Manufacturer'sLiteratureandData:
1. Handrail/WallGuardCombinations.
2. CornerGuards.
3. Door/DoorFrameProtectors.
4. HighImpactWallcovering.
E. TestReport:Showingthatresilientmaterialcomplieswithspecifiedfireandsafetycode
requirements.
F.Manufacturer’squalifications.
G.Installer’squalifications.
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H.Manufacturer’swarranty.
1.5DELIVERYANDSTORAGE:
A. Delivermaterialstothesiteinoriginalsealedpackagesorcontainersmarkedwiththenameand
brand,ortrademarkofthemanufacturer.
B. Protectfromdamagefromhandlingandconstructionoperationsbefore,duringandafter
installation.
C. Storeinadryenvironmentofapproximately21degreesC(70degreesF)foratleast48hours
priortoinstallation.
1.6WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21“WarrantyofConstruction”.
B.ManufacturerWarranty:Manufacturershallwarrantytheirwallanddoorprotectionfora
minimumoffive(5)yearsfromdateofinstallationandfinalacceptancebytheGovernment.
Submitmanufacturerwarranty.
1.7APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedintextbybasicdesignationonly.
B. ASTMInternational(ASTM):
A240/A240M-14........................ChromiumandChromium-NickelStainlessSteelPlate,Sheet,
andStripforPressureVesselsandForGeneralApplications
B221-14......................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes
B221M-13..................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes(Metric)
D256-10.....................................ImpactResistanceofPlastics
D635-10.....................................RateofBurningand/orExtentandTimeofBurningofSelf-
SupportingPlasticsinaHorizontalPosition
E84-14........................................SurfaceBurningCharacteristicsofBuildingMaterials
C. AluminumAssociation(AA):
DAF45-09..................................DesignationSystemforAluminumFinishes
D.AmericanArchitecturalManufacturersAssociation(AAMA):
611-14........................................AnodizedArchitecturalAluminum
E. CodeofFederalRegulation(CFR):
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40CFR59...................................DeterminationofVolatileMatterContent,WaterContent,
DensityVolumeSolids,andWeightSolidsofSurfaceCoating
F. TheNationalAssociationofArchitecturalMetalManufacturers(NAAMM):
AMP500-06...............................MetalFinishesManual
G. NationalFireProtectionAssociation(NFPA):
80-13..........................................StandardforFireDoorsandWindows
H. SAEInternational(SAE):
J1545-05(R2014).......................InstrumentalColorDifferenceMeasurementforExterior
Finishes.
I. UnderwritersLaboratoriesInc.(UL):
AnnualIssue...............................BuildingMaterialsDirectory
PART2-PRODUCTS
2.1MATERIALS:
A. AluminumExtruded:ASTMB221M(B221),Alloy6063,TemperT5orT6.
B. ResilientMaterial:
1. Provideresilientmaterialconsistingofhighimpactresistantextrudedacrylicvinyl,polyvinyl
chloride,orinjectionmoldedthermalplasticconformingtothefollowing:
a. Minimumimpactresistanceof960.8N-m/m(18ft.-lbs./sq.inch)whentestedin
accordancewithASTMD256(Izodimpact,ft.-lbs.perinchnotched).
b. Class1fireratingwhentestedinaccordancewithASTME84,havingamaximumflame
spreadof25andasmokedevelopedratingof450orless.
c. Ratedself-extinguishingwhentestedinaccordancewithASTMD635.
d. ProvidemateriallabeledandtestedbyUnderwritersLaboratoriesorotherapproved
independenttestinglaboratory.
e. Provideresilientmaterialforprotectiononfirerateddoorsandframesassembliesthat
islistedbythetestinglaboratoryperformingthetests.
f.Provideresilientmaterialinstalledonfireratedwood/steeldoorandframeassemblies
thathavebeentestedonsimilartypeassemblies.Testresultsofmaterialtestedonany
othercombinationofdoorandframeassemblyarenotacceptable.
g.ProvideintegralcolorwithcoloredcomponentsmatchedinaccordancewithSAEJ1545
towithinplusorminus1.0ontheCIE-LCHscales.
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2.2CORNERGUARDS:
A. Resilient,Shock-AbsorbingCornerGuards:Flushmountedtype.
1. Snap-oncornerguardformedfromresilientmaterial,minimum1.98mm(0.078-inch)thick,
freefloatingonacontinuous1.52mm(0.060-inch)thickextrudedaluminumretainer.
Retainerusedforflushmountedtypetoactasastopforadjacentwallfinishmaterial.
Provideappropriatemountinghardware,cushionsandbaseplatesasrequired.
2. Profile:Minimum50mm(2inch)longlegand6mm(1/4inch)cornerradius.
3.Height:2.43m(8feet).
4.RetainerClips:Providemanufacturer’sstandardimpact-absorbingclips.
5.Providefactoryfabricatedendclosurecapsattopandbottomofsurfacemountedcorner
guards.
6. Flushmountedcornerguardsinstalledonanyfireratedwalltobeinstalledinamannerthat
maintainsthefireratingofthewall.Providefiretestofproposedcornerguardsystemto
verifycompliance.
a. Whereinsulatingmaterialsareanintegralpartofthecornerguardsystem,provide
insulatingmaterialsfurnishedbythemanufacturerofthecornerguardsystem.
2.3WALLGUARDSANDHANDRAILS:
A. ResilientWallGuardsandHandrails:
1. Handrail/WallGuardCombination:
a.Snap-oncoversofresilientmaterial,minimum2mm(0.078-inch)thick.
b.Free-floatingonacontinuous,extrudedaluminumretainer,minimum1.82mm(0.072-
inch)thick.
c.Anchortowallatmaximum762mm(30inches)oncenter.
d.Provideprefabricatedandclosurecaps,insideandoutsidecorners,concealedsplices,
cushions,mountinghardwareandotheraccessoriesasrequired.Endcapsandcorners
tobefieldadjustabletoassureclosealignment.Screworboltclosurecapstoaluminum
retainerinaconcealedmanner.
2.4DOORANDDOORFRAMEPROTECTION:
A. Fabricatedooranddoorframeprotectionitemsfromvinylacrylicorpolyvinylchlorideresilient
material,minimum1.52mm(0.060-inch)thick,fordoorsand0.89mm(0.035-inch)thickfor
doorframes.
B. Provideadhesiveasrecommendedbyresilientmaterialmanufacturer.
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2.5HIGHIMPACTWALLCOVERING:
A. Providewallcovering/panelsconsistingofhighimpactrigidacrylicvinylorpolyvinylchloride
resilientmaterial.
B.Panelsizestobe0.61x1.21m(2x4ft.)orasotherwiseindicatedontheDrawings.
C.Submitfireratingandextinguishingtestresultsforresilientmaterial.
D.Submitstatementsattestingthattheitemscomplywithspecifiedfireandsafetycode
requirements.
E.RigidVinylAcrylicWallCovering:Wallcoveringthicknesstobe1.02mm(0.040inch).
F.Provideadhesiveasrecommendedbythewallcoveringmanufacturer.Provideadhesivewith
VOCcontentof250g/Lorlesswhencalculatedaccordingto40CFR59,(EPAMethod24).
2.6FASTENERSANDANCHORS:
A. Providefastenersandanchorsasrequiredforeachspecifictypeofinstallation.
B. Wheretype,size,spacingormethodoffasteningisnotshownorspecifiedinconstruction
documents,submitshopdrawingsshowingproposedinstallationdetails.
2.7FINISH:
B. Aluminum:InaccordancewithAADAF-45.
1. Concealedaluminum:Millfinishasfabricated,uniformincolorandfreefromsurface
blemishes.
C. ResilientMaterial:EmbossedtexturesandcolorinaccordancewithSAEJ1545.
PART3-INSTALLATION
3.1RESILIENTCORNERGUARDS:
A. Installcornerguardsonwallsinaccordancewithmanufacturer'sinstructions.
3.2RESILIENTWALLGUARDHANDRAILCOMBINATION
A. Secureguardstowallswithmountingcushionsandfastenersinaccordancewithmanufacturer's
detailsandinstructions.
3.3DOOR,DOORFRAMEPROTECTIONANDHIGHIMPACTWALLCOVERING
A. Surfacestoreceiveprotectiontobeclean,smoothandfreeofobstructions.
B. Installprotectorsafterframesareinplacebutprecedinginstallationofdoorsinaccordancewith
approvedshopdrawingsandmanufacturer’sspecificinstructions.
C. Applywithadhesiveincontrolledenvironmentaccordingtomanufacturer’srecommendations.
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D. ProtectioninstalledonfirerateddoorsandframestobeinstalledaccordingtoNFPA80and
installationprocedureslistedinULBuildingMaterialsDirectory;or,equallistingbyother
approvedindependenttestinglaboratoryestablishingtheprocedures.
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SECTION102800TOILET,BATH,ANDLAUNDRYACCESSORIES
PART1-GENERAL
1.1DESCRIPTION
A. Thissectionspecifiesmanufactureditemsusuallyusedindressingrooms,toilets,baths,locker
roomsandatsinksinrelatedspaces.
B. ItemsSpecified:
1. GrabBars:(10800-1.DWG).
2. Showercurtainrods:(10800-2.DWG)and(10800-3.DWG).
3. Clotheshooks,robeorcoat(provideinallbathroomsandin2offices)
4. Metalframedmirrors
5. Mopracks(ineachHousekeepingroomaboveservicesinks)
6. Stainlesssteelshelves
B. Thissectionalsospecifiescustomfabricateditemsusedintoiletsandrelatedspaces.
C. TheWorkofthisSectionincludesinstallationofOwnerfurnishedaccessories.
1.2RELATEDWORK
A. Coloroffinishes:RefertoDrawings
B. Showercurtainbreakawaypendantchainhooks:Section102123,CUBICLES.
E. Manufacturedtoiletandbathaccessories:Section102800,TOILET,BATH,ANDLAUNDRY
ACCESSORIES.
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. ShopDrawings:
1. Eachproductspecified.
2. Metalframedmirrors,showingshelfwhererequired,fillers,anddesignandinstallationof
unitswheninstalledonceramictilewainscotsandoffsetsurfaces.
3. ShowerCurtainrods,showingrequiredlengthforeachlocation.
4. Grabbars,showingdesignandeachdifferenttypeofanchorage.
5. Showmaterialandfinish,sizeofmembers,anddetailsofconstruction,installationand
anchorageofmopracks.
C. Samples:
1. Oneofeachtypeofaccessoryspecified.
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2. Afterapproval,samplesmaybeusedinthework.
D. Manufacturer'sLiteratureandData:
1. Allaccessoriesspecified.
2. Showtypeofmaterial,gagesormetalthicknessininches,finishes,andwhenrequired,
capacityofaccessories.
3. Showworkingoperationsofspindlefortoilettissuedispensers.
4. Mopracks.
E. Manufacturer'sCertificates:
1. Attestingthatsoapdispensersarefabricatedofmaterialthatwillnotbeaffectedbyliquid
soaporasepticdetergents,Phisohexandsolutionscontaininghexachlorophene.
2. Anodizedfinishasspecified.
1.4QUALITYASSURANCE
A. Eachproductshallmeet,asaminimum,therequirementsspecified,andshallbeastandard
commercialproductofamanufacturerregularlypresentlymanufacturingitemsoftype
specified.
B. Eachaccessorytypeshallbethesameandbemadebythesamemanufacturer.
C. Eachaccessoryshallbeassembledtothegreatestextentpossiblebeforedeliverytothesite.
D. Includeadditionalfeatures,whicharenotspecificallyprohibitedbythisspecification,butwhich
areapartofthemanufacturer'sstandardcommercialproduct.
1.5PACKAGINGANDDELIVERY
A. Packaccessoriesindividuallytoprotectfinish.
B. Deliveraccessoriestotheprojectonlywheninstallationworkinroomsisreadytoreceivethem.
C. Deliverinsertsandrough-inframestositeatappropriatetimeforbuilding-in.
D. Deliverproductstositeinsealedpackagesofcontainers;labeledforidentificationwith
manufacturer'sname,brand,andcontents.
1.6STORAGE
A. Storeproductsinweathertightanddrystoragefacility.
B. Protectfromdamagefromhandling,weatherandconstructionoperationsbefore,duringand
afterinstallationinaccordancewithmanufacturer'sinstructions.
1.7APPLICABLEPUBLICATIONS
A. Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publications
arereferencedinthetextbythebasicdesignationonly.
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B. AmericanSocietyforTestingandMaterials(ASTM):
A167-99(R2009).........................StainlessandHeat-ResistingChromium-NickelSteelPlate,Sheet
andStrip.
A176-99(R2009).........................StainlessandHeat-ResistingChromiumSteelPlate,Sheet,and
Strip
A269-10.....................................SeamlessandWeldedAusteniticStainlessSteelTubingfor
GeneralService
A312/A312M-09........................SeamlessandWeldedAusteniticStainlessSteelPipes
A653/A653M-10........................SteelSheet,Zinc-Coated(Galvanized)orZinc-IronAlloy-Coated
(Galvannealed)bytheHot-DipProcess
B221-08......................................AluminumandAluminum-AlloyExtrudedBars,Rods,Wire,
Shapes,andTubes
B456-03(R2009).........................ElectrodepositedCoatingsofCopperPlusNickelPlusChromium
andNickelPlusChromium
C1036-06....................................FlatGlass
C1048-04....................................Heat-TreatedFlatGlass-KindHS,KindFTCoatedandUncoated
Glass
D635-10.....................................RateofBurningand/orExtentandTimeofBurningofSelf
SupportingPlasticsinaHorizontalPosition
F446-85(R2009).........................ConsumerSafetySpecificationforGrabBarsandAccessories
InstalledintheBathingArea.
D3453-07...................................FlexibleCellularMaterials-UrethaneforFurnitureand
AutomotiveCushioning,Bedding,andSimilarApplications
D3690-02(R2009).......................Vinyl-CoatedandUrethane-CoatedUpholsteryFabrics
C. TheNationalAssociationofArchitecturalMetalManufacturers(NAAMM):
AMP500Series..........................MetalFinishesManual
D. AmericanWeldingSociety(AWS):
D10.4-86(R2000).......................WeldingAusteniticChromium-NickelStainlessSteelPipingand
Tubing
E. FederalSpecifications(Fed.Specs.):
A-A-3002....................................Mirrors,Glass
FF-S-107C(2)..............................Screw,TappingandDrive
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FF-S-107C...................................Screw,TappingandDrive.
WW-P-541E(1)...........................PlumbingFixtures(Accessories,LandUse)DetailSpecification
PART2-PRODUCTS
2.1MATERIALS
A. Aluminum:ASTMB221,alloy6063-T5andalloy6463-T5.
B. StainlessSteel:
1.Plateorsheet:ASTMA167,Type302,304,or304L,exceptASTMA176whereType430is
specified,0.0299-inchthickunlessotherwisespecified.
2. Tube:ASTMA269,AlloyType302,304,or304L.
C. StainlessSteelTubing:ASTMA269,Grade304or304L,seamlessorwelded.
D. StainlessSteelPipe:ASTMA312;GradeTP304orTP304L.
E. SteelSheet:ASTMA653,zinc-coated(galvanized)coatingdesignationG90.
F. Glass:
1. ASTMC1036,Type1,Class1,Qualityq2,formirrors,andformirrordoorsinmedicine
cabinets.
2. ASTMC1036,Type1Class1Qualityq3,forshelvesinmedicinecabinets.
3. ASTMC1048,KindFT,ConditionA,Type1,Class1(useinMentalHealthandBehavior
NursingUnitPsychiatricPatientAreasandSecurityExaminationRoomswheremirrorsand
glassarespecified).
2.2FASTENERS
A. ExposedFasteners:Stainlesssteelorchromiumplatedbrass,finishtomatchadjacentsurface.
B. ConcealedFasteners:Steel,hot-dipgalvanized(exceptinhighmoistureareassuchasshowersor
bathtubsusestainlesssteel).
C. ToggleBolts:Foruseinhollowmasonryorframeconstruction.
D. Hexbolts:Forthroughboltingonthinpanels.
E. ExpansionShields:Leadorplasticasrecommendedbyaccessorymanufacturerforcomponent
andsubstrateforuseinsolidmasonryorconcrete.
F. Screws:
1. ASMEB18.6.4.
2. FedSpec.FF-S-107,StainlesssteelTypeA.
G. Adhesive:Asrecommendedbymanufacturerforproductstobejoined.
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2.3FINISH
A. InaccordancewithNAAMMAMP500series.
B. AnodizedAluminum:
1. AA-C22A41Chemicallyetchedmediummatte,withclearanodiccoating,ClassI
Architectural,0.7-milthick.
C. AA-M32Mechanicalfinish,mediumsatin.
1. ChromiumPlating:ASTMB456,satinorbrightasspecified,ServiceConditionNo.SC2.
2. StainlessSteel:NAAMMAMP503,finishnumber4.
3. FerrousMetal:
a. ShopPrime:Clean,pretreatandapplyonecoatofprimerandbake.
b. Finish:Overprimerapplytwocoatsofalkydorphenolicresinenamel,andbake.
4. NylonCoatedSteel:Nyloncoatingpowderformulatedforafluidizedbondingprocessto
steeltoprovideahardsmooth,mediumglossfinish,notlessthan0.3mm(0.012-inch)thick,
ratedasself-extinguishingwhentestedinaccordancewithASTMD635.
2.4FABRICATION-GENERAL
A. Welding,AWSD10.4.
B. Grinddress,andfinishweldedjointstomatchfinishofadjacentsurface.
C. Formexposedsurfacesfromonesheetofstock,freeofjoints.
D. Providesteelanchorsandcomponentsrequiredforsecureinstallation.
E. Formflatsurfaceswithoutdistortion.Keepexposedsurfacesfreefromscratchesanddents.
Reinforcedoorstopreventwarportwist.
F. Isolatealuminumfromdissimilarmetalsandfromcontactwithbuildingmaterialsasrequiredto
preventelectrolysisandcorrosion.
G. Hot-dipgalvanizedsteel,exceptstainlesssteel,anchorsandfasteningdevices.
H. Shopassembleaccessoriesandpackagewithallcomponents,anchors,fittings,fastenersand
keys.
I. Keyitemsalike.
J. Providetemplatesandrough-inmeasurementsasrequired.
K. Roundanddeburredgesofsheetstoremovesharpedges.
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2.5GRABBARS
A. Fed.SpecWW-P-541/8B,TypeIV,bars,surfacemounted,Class2,grabbarsandASTMF446.
B. Fabricateofeitherstainlesssteelornyloncoatedsteel,exceptuseonlyonetypethroughoutthe
project:
1. Stainlesssteel:Grabbars,flanges,mountingplates,supports,screws,bolts,andexposed
nutsandwashers.
C. Concealedmount,exceptgrabbarsmountedatfloor,swingupandonmetaltoilet,dressing,
showerpartitions.
D. Bars:
1. Fabricatefrom38mm(1-1/2inch)outsidediametertubing.
a. Stainlesssteel,minimum1.2mm(0.0478inch)thick.
2. Fabricateinonecontinuouspiecewithendsturnedtowardwalls,exceptswingupand
wheregrabbarsareshowncontinuousaroundthreesidesofshowers,barsmaybe
fabricatedintwosections,withconcealedslipjointbetween.
3. Continuousweldintermediatesupporttothegrabbar.
4. Swingupbarsmanuallyoperated.Designedtopreventbarfromfallingwheninraised
position.
E. FlangeforConcealedMounting:
1. Minimumof2.65mm(0.1046inch)thick,approximately75mm(3inch)diameterby13mm
(1/2inch)deep,withprovisionsfornotlessthanthreesetscrewsforsecuringflangetoback
plate.
2. Insertgrabbarthroughcenteroftheflangeandcontinuouslyweldperimeterofgrabbar
flushtobacksideofflange.
F. FlangeforExposedMounting:
1. Minimum5mm(3/16inch)thick,approximately75mm(3inch)diameter.
2. Insertgrabbarthroughflangeandcontinuouslyweldperimeterofgrabbarflushtobackside
offlange.
3. Wheremountedonmetalpartitions,providethreeequallyspaced,countersunkholes,sized
toaccommodate5mm(3/16inch)diameterbolts.
4. Wheremountedonfloor,providefourequallyspacedholes,sizedtoaccommodate5mm
(3/8inch)diameterbolts,notmorethan5mm(3/8inch)fromedgeofflange.
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G. Inlieuofprovidingflangeforconcealedmounting,andbackplateasspecified,grabrailmaybe
securedbybeingweldedtoabackplateandbecoveredwithflange.
H. BackPlates:
1. Minimum2.65mm(0.1046inch)thickmetal.
2. Fabricateinonepiece,approximately6mm(1/4inch)deep,withdiametersizedtofit
flange.Provideslottedholestoaccommodateanchorbolts.
3. Furnishspreaders,throughboltfasteners,andcapnuts,wheregrabbarsaremountedon
partitions.
2.6SHOWERCURTAINRODS
A. Stainlesssteeltubing,ASTMA569,minimum1.27mm(0.050inch)wallthickness,32mm(11/4
inch)outsidediameter.
B. Flanges,stainlesssteelrings,66mm(25/8inch)minimumoutsidediameter,with2holes
oppositeeachotherfor6mm(1/4inch)stainlesssteelfasteningbolts.Provideasetscrew
withinthecurvatureofeachflangeforsecuringtherod.
C. Intermediatesupportforrodsover1800mm(sixfeet)long.Provideadjustableceilingflanges
withsetscrews,tubularhangersandstirrups.
2.7CLOTHESHOOKS-ROBEORCOAT
A. Fabricatehookunitseitherofchromiumplatedbrasswithasatinfinish,orstainlesssteel,using
6mm(1/4inch)minimumthickstock,withedgesandcornersroundedsmoothtothethickness
ofthemetal,or3mm(1/8inch)minimumradius.
B. Fabricateeachunitasadoublehookonasingleshaft,integralwithorpermanentlyfastenedto
thewallflange,providedwithconcealedfastenings.
2.8METALFRAMEDMIRRORS
A. Fed.Spec.A-A-3002metalframe;stainlesssteel,type302or304.
B. MirrorGlass:
1. Minimum6mm(1/4inch)thick.
2. Setmirrorinaprotectivevinylglazingtape.
3. UsetemperedglassformirrorsinMentalHealthandBehavioralNursingunits.
C. Frames:
1. Channelorangleshapedsectionwithfaceofframenotlessthan9mm(3/8inch)wide.
Fabricatewithsquarecorners.
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2. Useeither0.9mm(0.0359inch)thickstainlesssteel,chromefinishedsteel,orextruded
aluminum,withclearanodizedfinish0.4milsthick.
3. Filler:
a. Wheremirrorsaremountedonwallshavingceramictilewainscotsnotflushwithwall
above,providefillersatvoidbetweenbackofmirrorandwallsurface.
b. Fabricatefillersfromsamematerialandfinishasthemirrorframe,contouredtoconceal
thevoidbehindthemirroratsidesandtop.
4. AttachedShelfforMirrors:
a. Fabricateshelfofthesamematerialandfinishasthemirrorframe.
b. Makeshelfapproximately125mm(fiveinches)indepth,andextendfullwidthofthe
mirror.
c. Closetheendsandthefrontedgeoftheshelftothesamethicknessasthemirrorframe
width.
d. Formshelfforaluminumframedmirrorasanintegralpartofthebottomframe
member.Formstainlesssteelshelfwithconcealedbracketstoattachtomirrorframe.
D. BackPlate:
1. Fabricatebackplateforconcealedwallhangingofeitherzinc-coated,orcadmiumplated0.9
mm(0.036inch)thicksheetsteel,diecuttofitfaceofmirrorframe,andfurnishwiththeft
resistantconcealedwallfastenings.
2. Usesetscrewtypetheftresistantconcealedfasteningsystemformountingmirrors.
E. MountingBracket:
1. Designedtosupportmirrortighttowall.
2. Designedtoretainmirrorwithconcealedsetscrewfastenings.
2.9MOPRACKS
A. Minimum1.0M(40inches)longwithfiveholders.
B. Clamps:
1. Minimumof1.3mm(0.050-inch)thickstainlesssteelbracketretainingchannelwithahard
rubberserratedcam;pivotmountedtochannel.
2. Clampstoholdhandlesfrom13mm(1/2-inch)minimumto32mm(1-1/4inch)maximum
diameter.
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C. Support:
1. Minimumof1mm(0.0375inch)thickstainlesssteelhatshapechanneltoholdclampsaway
fromwallasshown.
2. Drillwallflangefor3mm(1/8inch)fastenersaboveandbelowclamplocations.
D. Secureclampstosupportwithovalheadmachinescrewsorrivetsintocontinuousreinforcing
backofclamps.
E. FinishonstainlessSteel:AMP503-No.4.
2.10STAINLESSSTEELSHELVES(TYPE44)
A. Shelves:
1. Fabricateshelvesof1.2mm(0.0478-inch)thicksheettosizeanddesignshown.
2. Fabricateshelvesofhollowmetaltypeconstruction,formingadepressionasshown,with
closedfronts,backs,endsandbottoms.Reinforceshelveswith1.2mm(0.0478-inch)thick
sheetsteelhatchannelstiffeners,fulldepth,weldedtoundersideoftopatbracket
locations.
3. Mitercuts,wheremadeatcornersofshelves,continuouslywelding.
B. Formbracketsof3mm(1/8-inch)thicksteelasshown.Drillbracketsfor6mm(1/4-inch)anchor
bolts.
C. WeldorScrewbracketstoshelves.
PART3-EXECUTION
3.1PREPARATION
A. BeforestartingworknotifyResidentEngineerinwritingofanyconflictsdetrimentalto
installationoroperationofunits.
B. VerifywiththeResidentEngineertheexactlocationofaccessories.
3.2INSTALLATION
A. Setworkaccurately,inalignmentandwhereshown.Itemsshallbeplumb,level,freeofrackand
twist,andsetparallelorperpendicularasrequiredtolineandplaneofsurface.
B. Togglebolttosteelanchorageplatesinframepartitionsorhollowmasonry.
C. Installaccessoriesinaccordancewiththemanufacturer'sprintedinstructionsandASTMF446.
D. Installaccessoriesplumbandlevelandsecurelyanchortosubstrate.
E. Installaccessoriesinamannerthatwillpermittheaccessorytofunctionasdesignedandallow
forservicingasrequiredwithouthamperingorhinderingtheperformanceofotherdevices.
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F. Positionandinstalldispensers,andotherdevicesincountertops,clearofdrawers,permitting
ampleclearancebelowcountertopbetweendevices,andreadyaccessformaintenanceas
needed.
G. Alignmirrors,dispensersandotheraccessoriesevenandlevel,wheninstalledinbattery.
H. Installaccessoriestopreventstrikingbyothermoving,itemsorinterferencewithaccessibility.
I. InstallwallmirrorsinMentalHealthandBehavioralUnitswithtamperresistantscrewsthatare
flushmountedsothattheywillnotsupportaropeormaterialforhanging.
3.4CLEANING
Afterinstallation,cleanasrecommendedbythemanufacturerandprotectfromdamageuntil
completionoftheproject.
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SECTION104413FIREEXTINGUISHERCABINETS
PART1-GENERAL
1.1DESCRIPTION
Thissectioncoversrecessedfireextinguishercabinets.
1.2RELATEDWORK
A. Acrylicglazing:Section088000,GLAZING.
B. FieldPainting:Section099100,PAINTING.
1.3SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:Fireextinguishercabinetincludinginstallationinstruction
androughopeningrequired.
1.4APPLICATIONPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. AmericanSocietyofTestingandMaterials(ASTM):
D4802-10...................................Poly(MethylMethacrylate)AcrylicPlasticSheet
PART2-PRODUCTS
2.1FIREEXTINGUISHERCABINET
Recessedtypewithflattrimofsizeanddesignshown.
2.2FABRICATION
A. Formbodyofcabinetfrom0.9mm(0.0359inch)thicksheetsteel.
B. Fabricatedoorandtrimfrom1.2mm(0.0478inch)thicksheetsteelwithallfacejointsfully
weldedandgroundsmooth.
1. Glazedoorswith6mm(1/4inch)thickASTMD4802,clearacrylicsheet,CategoryB-1,Finish
1.
2. Designdoorstoopen180degrees.
3. Providecontinuoushinge,pullhandle,andadjustablerollercatch.
2.3FINISH
A. Finishinteriorofcabinetbodywithbaked-onsemiglosswhiteenamel.
B. Finishdoor,framewithmanufacturer'sstandardbaked-onprimecoatsuitableforfieldpainting.
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PART3-EXECUTION
A. Installfireextinguishercabinetsinpreparedopeningsandsecureinaccordancewith
manufacturer'sinstructions.
B. Installcabinetsothatbottomofcabinetis914mm(36inches)abovefinishedfloor.
---END---
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SECTION105100LOCKERS
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiesmetallockersandrelatedaccessories,includinglockeraccessories.
1.2QUALITYASSURANCE:
A. ApprovalbyContractingOfficerRepresentative(COR)isrequiredofmanufacturerandinstaller
baseduponcertificationofqualificationsspecified.
B. Manufacturer’sQualifications:
1.Manufacturerisregularlyengagedindesignandmanufactureofmetallockersofscopeand
typesimilartorequirementsofthisprojectforaperiodofnotlessthanfive(5)years.
2.Manufacturerhassuccessfullycompletedatleastthree(3)projectsofscopeandtypesimilar
torequirementsofthisproject.
3.Submitmanufacturer’squalificationsandlistofprojects.
C. InstallerQualifications:
1.Installerhascompletedatleastthree(3)projectsinleastfive(5)yearsinwhichthese
productswereinstalled.
2.Submitinstallerqualifications.
1.4SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Certificates:
1. Manufacturer'sCertificateofqualificationsspecified.
2. Certificateofinstaller’squalificationsspecified.
C. Manufacturer'sLiteratureandData:
1. Brochuresshowingnameandaddressofmanufacturer,andcatalogormodelnumberof
eachitemincorporatedintothework.
2. Manufacturer'sillustrationanddetaileddescription.
3. Listofdeviationsfromcontractspecifications.
4. Locks,eachkind.
D. ShopDrawings:
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1. Showingdetailsofmetallockers,includingkindsofmaterialsandfinish,hardware,
accessoriesandrelationtofinishofadjacentconstruction,includingspeciallyfabricated
itemsorcomponents.
2. Fasteningsandmethodofinstallation.
E. Samples:
1. Metalplate,152mm(6inch)square,showingfinish,ineachcolor.
F.Manufacturer’swarranty.
1.5WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21“WarrantyofConstruction”.
B.ManufacturerWarranty:Manufacturershallwarrantytheirlockersforaminimumoffive(5)years
fromdateofinstallationandfinalacceptancebytheGovernment.Submitmanufacturer
warranty.
1.6APPLICABLEPUBLICATIONS:
A. Publicationslistedbelowformapartofthisspecificationtoextentreferenced.Publicationsare
referencedinthetextbybasicdesignationonly.
B. AmericanSocietyforTestingandMaterials(ASTM):
A36/A36M-14............................CarbonStructuralSteel
A240/A240M-14........................ChromiumandChromium-NickelStainlessSteelPlate,Sheet,
andStripforPressureVesselsandforGeneralApplications
A283/A283M-13........................LowandIntermediateTensileStrengthCarbonSteelPlates
A568/A568M-14........................Steel,Sheet,CarbonandHigh-Strength,Low-AlloyHot-Rolled
andCold-Rolled,GeneralRequirements
A794/A794M-12........................StandardSpecificationforCommercialSteel(CS),Sheet,Carbon
(0.16%Maximumto0.25%Maximum)ColdRolled
B456-11......................................ElectrodepositedCoatingsofCopperPlusNickelPlusChromium
andNickelPlusChromium
C. BuildersHardwareManufacturersAssociation(BHMA):
A156.1-13..................................ButtsandHinges
A156.9-10..................................CabinetHardware
A156.5-14..................................AuxiliaryLocksandAssociatedProducts
A156.11-14................................CabinetLocks
A156.16-13................................AuxiliaryHardware
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E. AmericanWeldingSociety(AWS):
D1.1/D1.1M-10..........................StructuralWeldingCodeSteel
D1.3/D1.3M-05(R2008).............StructuralWeldingCodeSheetSteel
F. NationalAssociationofArchitecturalMetalManufacturers(NAAMM):
AMP500Series..........................MetalFinishesManual
G. FederalSpecifications(Fed.Spec.):
A-A-55615..................................Shield,Expansion;NailExpansion(WoodScrewandLagBolt
Self-ThreadingAnchors)
PART2-PRODUCTS
2.1MATERIALS:
A. SheetSteel:
1. ASTMA794/A794M,coldrolled,Class1finish,stretcherleveled.
2. OthertypesofcoldrolledsteelmeetingrequirementsofASTMA568/A568Mareacceptable
forconcealedparts.
B. StructuralSteel:ASTMA283/A283MorASTMA36/A36M.
C. StainlessSteel:ASTMA240/A240M,Type302B.
D. Fasteners:
1. ExposedtoView:Chromeplatedsteelorstainlesssteel,orfinishedtomatchadjacent
surface.
2. Provideroundheadorcountersunkfastenerswhereexposedincabinets.
3. ExpansionBolts:FedSpec.A-A-55615.Donotprovideleadorplasticshields.
4. Nuts:FedSpecFF-N-836.TypeIII,Style15whereexposed.
5. SexBolts:Capableofsupportingtwicetheload.
2.2MANUFACTUREDPRODUCTS:
A. Whentwo(2)ormoreunitsarerequired,useproductsofone(1)manufacturer.
B. Manufactureroflockersistoassumecompleteresponsibilityforthefinalassembledunit.
C. Provideproductsofasinglemanufacturerforpartswhicharealike.
2.3LOCKERFABRICATION:
A. General:
1. Welding:ComplywithAWSStandardsD1.1/D1.1MandD1.3/D1.3M.
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2. Reinforcewithangles,channels,andgussetstosupportintendedloads,notchtightly,fitand
weldjoints.
3. Constructedofsheetsteel,exceptwherereinforcingrequired.
B. MinimumSteelThickness:
0.89mm(0.035inch)(20gage)
Closureplatesorscribeandfillerstripslessthan75mm(3inches)wide,slopingtop,shelfreinforcementchannelandshelves.Toespaceandceilingsunderslopingtops.
1.20mm(0.047inch)(18gage)
Lockerdoors,basepedestals,lockertopsides,back,andbottompanels,closurescribeandfillerstrips75mm(3inches)ormore.Legs,spreadersandstretchers,whenfabricatedofcoldrolledtubing.Crossrailsofbaseunits.Frontbottomrails,backbottomrails;railsmaybe1.49mm(0.059inch)(16gage)thick.Topcornergussets.
1.49mm(0.059inch)(16gage)
Lockerbodychannelframes,reinforcinggussets,spreadersandstretcherswhenformedwithoutwelding.Toebasegussetsandothermetalwork.Fronttoprailsandbackrailsexcepttopbackrailsmaybe1.2mm(0.047inch)(18gage)thick.
2.64mm(0.104inch)(12gage)
Lockerbodyangleframes,baseunitbottomcornergussetsandlegsockets.
3mm(0.12inch)(11gage)
Reinforcementforhingereinforcementinsidedoorsandcabinets.
C. LockerConstruction:
1. Fabricatelockerssquare,rigid,andwithoutwarp,withmetalfacesflatandfreeofdentsor
distortion.Fabricatewithcontinuousstop/strikeformedonverticalmembers.
2. Makeexposedmetaledgessafetotouch.Weldframememberstogethertoformrigid,one
piecestructure.Weld,bolt,orrivetotherjointsandconnections.Grindexposedwelds
flush.
3. Donotexposeboltsorrivetheadsonfrontsoflockerdoorsorframes excepttosecure
hardware,accessories,andwherelockersarerequiredtobefastened,endtoendorbackto
back.
4. Providefullyenclosedbacksandbottomswithinlockers.
5. Fabricatelockerswithfinishedendpanels,asrequiredforinstallationindicatedonthe
Drawings.
6. Providereinforcingforhardwareintegratedintolockerframeconstruction.
7. LockerunitSizeDimensions&Tolerances:
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a. UsedimensionsshownbeloworasotherwiseindicatedintheDrawings.
b. Tolerance,complywithbelow:
Depth NominalDim
(mm(inch))
PlusTolerance
(mm(inch))
MinusTolerance
(mm(inch))
Depth 381(15) 1(0) 1(0)
Width 229(9) 1(0) 1(0)
DoubleTierLockerUnits
Height 914(36) 1(0) 1(0)
1)Fullheightdouble-tierunitsaretobethesameheightbacktoback.
D. RecessedSolidBasePedestals:
1. Provideadjustablelevelingboltsaccessiblethroughstainlesssteelplugs,ornotchinthe
baseconcealedwhenresilientbaseisapplied.
2. Exceptwhereflushmetalbaseisshownonconstructiondocuments,providetoespaceat
frontrecessed76mm(3inches).
E. LockerDoors:
1. Fabricateasone-pieceformedunits,flangedatalledges,constructedtopreventspringing
whenopeningorclosing,with“acoustical”sound-dampeninggasketsandhardware.
Fabricatetoswing180degrees.
2. Doorventilation:Providestamped,louveredventsindoorface,withnofewerthanthree(3)
louveropeningstopandbottomofeachdoorunit.
F. InsideLockerShelf:
1. Capableofsupportinganevenlydistributedminimumloadof122kgpersquaremeter(25
poundspersquarefoot)withoutvisibledistortion.
2. Flangeshelvesdown19mm(3/4inch)onedges,withfrontandbearingedgesflangedback
13mm(1/2inch).
3. Weldshelvestometalbackandends.
G.LockerUnitSlopingtops:
1. Provideslopingtopsforlockerstypically,exceptasotherwiseindicatedontheDrawings.
2. Whereceilingsinterferewithinstallationofslopingtops.Providefillerplatesasspecified.
3. Omitslopingtopsorfillerplateswheneveragypsumwallboardbulkheadassemblyisfurred
downtotopfaceofcasework.
4. Provideexposedendsofslopingtopswithflushclosures.
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5. Fastenslopingtopswithsheetmetalscrewsinsertedfromcabinetinterior;spacefastener
asrecommendedbymanufacturer.
2.4LOCKERACCESSORIES:
A.NumberPlates:Manufacturer'sstandardetched,embossed,orstamped,nonferrousmetal
numberplateswithnumeralsnotlessthan3/8incheshigh,numberedsequentiallyfrom1,oras
otherwiserequiredbyCOR,withuptothree(3)digitsperplate.
2.5HARDWARE:
A. Factoryinstalled.
B. Exposedhardware,exceptasspecifiedotherwise,satinfinishedchromiumplatedbrassornickel
platedbrass.
1. Hinges:Steel,full-loop,5-knuckle,tightpin.Weldtoinsideofframeandsecuretodoorwith
notfewerthantwo(2)factory-installedfastenersthatarecompletelyconcealedand
tamperproofwhendoorisclosed.
2. Recessedhandleandlatch:Housingtoformrecessforlatchlifterandlockingdevices;
nonprotrudinglatchliftercontainingstrikeandeyeforpadlock;andautomatic,prelocking,
pry-resistantlatchmechanismwithone(1)pointlatching.
2.6METALFINISHES:
A. ComplywithNAAMMAMP500seriesandasspecified.
B. SteelCabinetsincludingClosuresandFillerStrips:
1. Acidresistingfinishexcepthardwareandstainlesssteel.
2. Afterfabricationoflockers,submergeinadegreasingbath,andthoroughlyrinsetoremove
dirtandgrease,andotherforeignmatter.
3. Applynon-metallicphosphatecoating,thenfinishwithbaked-onacidresistingenamelnot
lessthan1mil(0.001inch)thick.
4. Finishresistanttoactionofthefollowingreagentswhen0.5cm3(10drops)areappliedto
thesurfaceandleftopentotheatmosphereforperiodofone(1)hour.
HydrochloricAcid37percent EthylAlcohol
PhosphoricAcid75percent MethylethylKeytone
SulfuricAcid25percent Acetone
GlacialAceticAcid EthylAcetate
SodiumHydroxide10percent EthylEther
SodiumHydroxide(concentrated) CarbonTetrachloride
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HydrogenPeroxide5percent Xylene
Formaldehyde37percent Phenol85Percent
5. ProvidecolorasselectedfromManufacturer’sfullrangeofavailablecoloroptions.
PART3-EXECUTION
3.1COORDINATION:
A.Beginonlyafterworkofothertradesiscomplete,includingwallandfloorfinishcompleted,
ceilingsinstalled,lightfixturesanddiffusersinstalledandconnected,andareafreeoftrashand
debris.
B. Verifyreinforcementofwallsandpartitionsforsupportandanchorageofcasework.
C. CoordinatewithotherDivisionsandSectionsofthespecificationforworkrelatedtoinstallation
oflockersystemstoavoidinterferenceandcompletionofserviceconnections.
3.2INSTALLATION:
A.Installlockersinaccordancewithmanufacturer’swritteninstructions.
1. Installinavailablespace;arrangedforsafeandconvenientoperationandmaintenance.
2. Aligncabinetsforflushjointsexceptwhereshownotherwiseonconstructiondocuments.
3. Installwithbottomoflockersinalignmentandtopsofbasecabinetsalignedlevel,plumb,
true,andstraighttoatoleranceof3.2mmin2438mm(1/8inchin96inches).
4. Installcornerunitswithhingesoncornersidewithfillerorspacerssufficienttoallow
openingofdoors.
3.3.CLOSURESANDFILLERPLATES:
A. Closeopeningslargerthan6mm(1/4inch)widebetweenlockersandadjacentwallswithflat,
steelclosurestrips,scribedtorequiredcontours,ormachinedformedsteelfillerswithreturns,
andsecuredwithsheetmetalscrewstolockerunits,orboltswhereexposedoninside.
B. Whereceilingsinterferewithinstallationofslopingtops,omitslopingtopsandprovideflatsteel
fillerplates.
C. Securefillerplatestolockermembers,unlessshownotherwiseonconstructiondocuments.
D. Securefillerplatesmorethan152mm(6inches)inwidthtopedgetoacontinuous25x25mm
(1x1inch)0.889mm(1/16inch)thicksteelformedsteelanglewithscrews.
E. Anchorangletoceilingwithtogglebolts.
F. Finishclosurestripsandfillerswithsamefinishesascabinets.
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3.4FASTENINGSANDANCHORAGE:
A. Donotanchortowoodgroundstrips.
B. Providehatshapemetalspacerswherefastenersspangapsorspaces.
C. Use6mm(1/4inch)diametertoggleorexpansionbolts,orotherappropriatesizeandtype
fasteningdeviceforsecuringlockerstowallsorfloor.Useexpansionboltsshieldshavingholding
powerbeyondtensileandshearstrengthofboltandbreakingstrengthofbolthead.
D. Use6mm(1/4inch)diameterhexboltsforsecuringcabinetstogether.
E. Use6mm(1/4inch)byminimum38mm(1-1/2inch)lengthlagboltanchoragetowood
blockingforconcealedfasteners.
F. UsenotlessthanNo.12or14woodscrewswithnotlessthan38mm(11/2inch)penetration
intowoodblocking.
G. Spacefasteningdevices305mm(12inches)oncenterwithminimumofthree(3)fastenersin
915or1219mm(3or4foot)unitwidth.
H. Anchorwithaminimumoffour(4)boltsthroughcornergussets.Anchorboltsmaybecombined
withorseparatefromlevelingdevice.
I. Securelockersinalignmentwithhexboltsorotherinternalfastenerdevicesremovablefrom
interioroflockerswithoutspecialtools.Donotusefastenerdeviceswhichrequireremovalof
topsforaccess.
J. Whereunitsabutendtoend,anchortogetherattopandbottomofsidesatfrontandback.
Whereunitsarebacktoback,anchorbackstogetheratcornerswithhexboltsplaced
inconspicuouslyinsidecasework.
K. Wheretype,size,orspacingoffasteningsisnotshownorspecifiedonconstructiondocuments,
showonshopdrawingsproposedfasteningsandmethodofinstallation.
3.5ADJUSTMENTS:
A. Adjustlockerstoinsureproperalignmentandoperation.
B. Replaceorrepairdamagedorimproperlyoperatingmaterials,componentsorequipment.
3.6CLEANING:
A. Immediatelyfollowinginstallation,cleaneachlockerunit,removingfingermarks,soiland
foreignmatterresultingfromworkofthissection.
B. Removefromjobsitetrash,debrisandpackingmaterialsresultingfromworkofthissection.
C. Leaveinstalledareascleanofdustanddebrisresultingfromworkofthissection.
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3.7INSTRUCTIONS:
A. ProvideoperationalandcleaningmanualsandverbalinstructionsinaccordancewithArticle
INSTRUCTIONS,SECTION010000,GENERALREQUIREMENTS.
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110512-1of4
SECTION110512GENERALMOTORREQUIREMENTSFOREQUIPMENT
PART1-GENERAL
1.1DESCRIPTION:
Thissectionspecifiesthefurnishing,installationandconnectionofmotors.
1.2RELATEDWORK:
A. Section260511,REQUIREMENTSFORELECTRICALINSTALLATIONS:Generalelectrical
requirementsthatarecommontomorethanoneSectionofDivision26.
B. Section262911,LOW-VOLTAGEMOTORSTARTERS:Starters,controlandprotectionformotors.
C. Section262419,MOTOR-CONTROLCENTERS:Multiplemotorcontrolassemblies,whichinclude
motorstarters.
D. OthersectionsspecifyingmotordrivenequipmentinDivisions11and14.
1.3SUBMITTALS:
A. InaccordancewithSection260511,REQUIREMENTSFORELECTRICALINSTALLATIONS,submit
thefollowing:
B. ShopDrawings:
1. Sufficientinformation,clearlypresented,shallbeincludedtodeterminecompliancewith
drawingsandspecifications.
2. Includeelectricalratings,dimensions,mountingdetails,materials,horsepower,RPM,
enclosure,startingcharacteristics,torquecharacteristics,codeletter,fullloadandlocked
rotorcurrent,servicefactor,andlubricationmethod.
C. Manuals:
1. Submitsimultaneouslywiththeshopdrawings,companioncopiesofcompletemaintenance
andoperatingmanuals,includingtechnicaldatasheetsandapplicationdata.
D. Certification:Twoweekspriortofinalinspection,unlessotherwisenoted,submitfourcopiesof
thefollowingcertificationtotheResidentEngineer:
1. Certificationthatthemotorshavebeenproperlyapplied,installed,adjusted,lubricated,and
tested.
1.4APPLICABLEPUBLICATIONS:
A. Publicationslistedbelow(includingamendments,addenda,revisions,supplementsanderrata)
formapartofthisspecificationtotheextentreferenced.Publicationsarereferencedinthetext
bydesignationonly.
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B. NationalElectricalManufacturersAssociation(NEMA):
MG1-09(R2010)........................MotorsandGenerators
MG2-01(R2007)........................SafetyStandardandGuideforSelection,InstallationandUseof
ElectricMotorsandGenerators
C. NationalFireProtectionAssociation(NFPA):
70-11..........................................NationalElectricalCode(NEC)
PART2-PRODUCTS
2.1MOTORS:
A. Foralternatingcurrent,fractionalandintegralhorsepowermotors,NEMAPublicationsMG1
andMG2shallapply.
B. Voltageratingsshallbeasfollows:
1. Singlephase:
a. Motorsconnectedto120-voltsystems:115volts.
b. Motorsconnectedto208-voltsystems:200volts.
c. Motorsconnectedto240voltor480voltsystems:230/460volts,dualconnection.
2. Threephase:
a. Motorsconnectedto208-voltsystems:200volts.
b. Motors,lessthan74.6kW(100HP),connectedto240voltor480voltsystems:230/460
volts,dualconnection.
c. Motors,74.6kW(100HP)orlarger,connectedto240-voltsystems:230volts.
d. Motors,74.6kW(100HP)orlarger,connectedto480-voltsystems:460volts.
e. Motorsconnectedtohighvoltagesystems:ShallconformtoNEMAStandardsfor
connectiontothenominalsystemvoltageshownonthedrawings.
C. Numberofphasesshallbeasfollows:
1. Motors,lessthan373W(1/2HP):Singlephase.
2. Motors,373W(1/2HP)andlarger:3phase.
3. Exceptions:
a. Hermeticallysealedmotors.
b. Motorsforequipmentassemblies,lessthan746W(oneHP),maybesinglephase
providedthemanufactureroftheproposedassembliescannotsupplytheassemblies
withthreephasemotors.
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D. Horsepowerratingsshallbeadequateforoperatingtheconnectedloadscontinuouslyinthe
prevailingambienttemperaturesinareaswherethemotorsareinstalled,withoutexceedingthe
NEMAstandardtemperaturerisesforthemotorinsulation.
E. Motordesigns,asindicatedbytheNEMAcodeletters,shallbecoordinatedwiththeconnected
loadstoassureadequatestartingandrunningtorque.
F. MotorEnclosures:
1. ShallbetheNEMAtypesshownonthedrawingsforthemotors.
2. Wherethetypesofmotorenclosuresarenotshownonthedrawings,theyshallbethe
NEMAtypes,whicharemostsuitablefortheenvironmentalconditionswherethemotors
arebeinginstalled.
3. Enclosuresshallbeprimedandfinishcoatedatthefactorywithmanufacturer'sprimecoat
andstandardfinish.
G. Additionalrequirementsforspecificmotors,asindicatedinothersections,shallalsoapply.
H. Energy-EfficientMotors(MotorEfficiencies):Allpermanentlywiredpolyphasemotorsof746
Wattsormoreshallmeettheminimumfull-loadefficienciesasindicatedinthefollowingtable,
andasspecifiedinthisspecification.Motorsof746Wattsormorewithopen,drip-proofor
totallyenclosedfan-cooledenclosuresshallbeNEMApremiumefficiencytype,unlessotherwise
indicated.Motorsprovidedasanintegralpartofmotordrivenequipmentareexcludedfrom
thisrequirementifaminimumseasonaloroverallefficiencyrequirementisindicatedforthat
equipmentbytheprovisionsofanothersection.
MinimumEfficiencies
OpenDrip-Proof
MinimumEfficiencies
TotallyEnclosedFan-Cooled
Rating
kW(HP)
1200
RPM
1800
RPM
3600RPM Rating
kW(HP)
1200
RPM
1800
RPM
3600
RPM
0.746(1) 82.5% 85.5% 77.0% 0.746(1) 82.5% 85.5% 77.0%
1.12(1.5) 86.5% 86.5% 84.0% 1.12(1.5) 87.5% 86.5% 84.0%
1.49(2) 87.5% 86.5% 85.5% 1.49(2) 88.5% 86.5% 85.5%
2.24(3) 88.5% 89.5% 85.5% 2.24(3) 89.5% 89.5% 86.5%
3.73(5) 89.5% 89.5% 86.5% 3.73(5) 89.5% 89.5% 88.5%
5.60(7.5) 90.2% 91.0% 88.5% 5.60(7.5) 91.0% 91.7% 89.5%
7.46(10) 91.7% 91.7% 89.5% 7.46(10) 91.0% 91.7% 90.2%
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MinimumEfficiencies
OpenDrip-Proof
MinimumEfficiencies
TotallyEnclosedFan-Cooled
Rating
kW(HP)
1200
RPM
1800
RPM
3600RPM Rating
kW(HP)
1200
RPM
1800
RPM
3600
RPM
11.2(15) 91.7% 93.0% 90.2% 11.2(15) 91.7% 92.4% 91.0%
14.9(20) 92.4% 93.0% 91.0% 14.9(20) 91.7% 93.0% 91.0%
18.7(25) 93.0% 93.6% 91.7% 18.7(25) 93.0% 93.6% 91.7%
22.4(30) 93.6% 94.1% 91.7% 22.4(30) 93.0% 93.6% 91.7%
29.8(40) 94.1% 94.1% 92.4% 29.8(40) 94.1% 94.1% 92.4%
37.3(50) 94.1% 94.5% 93.0% 37.3(50) 94.1% 94.5% 93.0%
44.8(60) 94.5% 95.0% 93.6% 44.8(60) 94.5% 95.0% 93.6%
56.9(75) 94.5% 95.0% 93.6% 56.9(75) 94.5% 95.4% 93.6%
74.6(100) 95.0% 95.4% 93.6% 74.6(100) 95.0% 95.4% 94.1%
93.3(125) 95.0% 95.4% 94.1% 93.3(125) 95.0% 95.4% 95.0%
112(150) 95.4% 95.8% 94.1% 112(150) 95.8% 95.8% 95.0%
149.2(200) 95.4% 95.8% 95.0% 149.2(200) 95.8% 96.2% 95.4%
I. MinimumPowerFactoratFullLoadandRatedVoltage:90percentat1200RPM,1800RPMand
3600RPM.
J. Premiumefficiencymotorsshallbeusedwhereenergycost/kWx(hoursuse/year)>50.
PART3-EXECUTION
3.1INSTALLATION:
Installmotorsinaccordancewithmanufacturer’srecommendations,theNEC,NEMA,asshown
onthedrawingsand/orasrequiredbyothersectionsofthesespecifications.
3.2FIELDTESTS
Meggerallmotorsafterinstallation,beforestart-up.Allshalltestfreefromgrounds.
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117300-1of3
SECTION117300CEILINGMOUNTEDPATIENTLIFTSYSTEM
PART1-GENERAL
1.1DESCRIPTION
A. CeilingMountedPatientLiftSystemsforthetransferofphysicallychallengedpatientsare
specifiedinthissection.
B. Removeexistingpatientliftsandtracks,refurbishexistingliftingunitsandassociatedtrackby
theirManufacturer(Guldmann)forcontinuinguse,andreinstalltrackandliftingunitsinnew
locations.
1.2RELATEDWORK
A. Section010000,GENERALREQUIREMENTS:Requirementsforpre-testofequipment.
B. Section130541,SEISMICRESTRAINTREQUIREMENTSFORNON-STRUCTURALCOMPONENTS:
Seismicrequirementsfornon-structuralequipment.
C. Section260511,REQUIREMENTSFORELECTRICALINSTALLATIONS:GeneralElectrical
Requirementsanditems,whicharecommontosectionsofDivision26.
1.3QUALITYASSURANCE
A. CertificationforcomplianceisrequiredforCeilingMountedPatientLiftSystems.Certifications
shallbeprovidedbyanindependentthirdpartywhowillconducttestingtoensurethatthe
ceilingliftandchargingsystemaresafeandincompliancewithISO10535&UL60601-1
B. Inspectionofequipmentafterinstallationisrequiredpriortouseforpatientmovement.
Inspectionshallbeinaccordancewithmanufacturer’sinstallationchecklistandthefacilities
installationchecklist(PatientSafetyAlertAL14-07).
1.4APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarelistedinthetextbythebasicdesignationonly.
B. InternationalOrganizationforStandardization(IOS):
10535-06....................................HoistfortheTransferofDisabledPersons-Requirementsand
TestMethods
C. UnderwritersLaboratories(UL):
60601-1(2003)...........................MedicalElectricalEquipment:GeneralRequirementsforSafety
94-2013......................................ULStandardsforSafetyTestforFlammabilityofPlastic
MaterialsforPartsinDevicesandAppliances-FifthEdition
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D. InternationalElectromagneticCommission(IEC):
801-2(1991)...............................ElectromagneticCompatibilityforIndustrial-Process
MeasurementandControlEquipment-Part2:Electromagnetic
DischargeRequirements
E. PatientSafetyAlertAL14-07
PART2-PRODUCTS
2.1CEILINGTRACKSYSTEM
A. Matchmanufacturer,material,profileandfinishofexistingceilingtracksforadditionsand
modificationstotheexistingceilingtracksrequiredbythenewconstructionWork.
B. Provideanchorsupportsataminimum3perlinearfootatceilingsubstrate.
2.2LIFTUNIT(REUSEEXISTING)
A. Removeandrefurbishexisting500poundcapacityliftunits(typical),andtwo(2)each1,000
poundcapacityunits,bytheirManufacturer.
2.3MOTORS(REUSEEXISTING)
A. Reuseexistingmotors.
2.4BATTERIES(NEW)
A. Thelifecycle(numberofchargingcycles)forbatteriesshallbeincompliancewithIEC801-2.
B. Providenew,rechargeablebatterieswithupto120transferswithaloadof200lbs(74kg)andup
to70transferswithitsmaximumloadof440lbs(200kg).
2.5CHARGER(NEW)
A. ChargerInput:100-240Vac,50/60Hz.
B. ChargerOutput:27Vdc,1Amax.
C. Supplementaltothechargerprovideacliponchargingstationwithindicatorlights.
2.6STRAPSANDSLING(NEW)
A. Thestrapsshallbemadeofthreadednylon.Thestrapsshallensurethepatient’ssafetyby
preventingthepatientfromfallingoutofthesling.
B. Theslingshallbemadefromapolyester/nylonnetmaterialthatispliable,breathableandeasy
touse.Theslingshallcradlethebodyofthepatient.
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PART3-EXECUTION
3.1INSTALLATION
A. Installceilingmountedpatientliftsystemaspermanufacturer'sinstructionandunderthe
supervisionofmanufacturer'squalifiedrepresentativeandasshownondrawings.
B.Ifthedistanceinbetweenthesuspendedceilingandanchorsismorethan18”consultwith
manufacturertodetermineiflateralbraceswillberequired.
3.2INSTRUCTIONANDPERSONNELTRAINING
Trainingshallbeprovidedfortherequiredpersonneltoeducatethemonproperoperationand
maintenancefortheliftsystemequipment.
3.3TEST
Conductperformancetest,inthepresenceoftheResidentEngineerandamanufacturer'sfield
representative,toshowthatthepatientliftsystemequipmentandcontroldevicesoperate
properlyandinaccordancewithdesignandspecificationrequirements.
3.4INSPECTION
Inspectionofinstalledceilingmountedpatientliftsystemsshallbeconductedinaccordance
withthemanufacturer’sinstallationchecklistandthefacilitiesinstallationchecklist(Patient
SafetyAlertAL14-07)priortouseforpatientmovement.
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117913-1of3
SECTION117913HYDROTHERAPYEQUIPMENT
PART1-GENERAL
1.1DESCRIPTION
Thissectionspecifiesremovalandrelocation/installationofOwner’sexistinghydrotherapy
tubs,andprovidingnewoverheadhoists.
1.2RELATEDWORK
A. PlumbingConnections:Section221100,FACILITYWATERDISTRIBUTIONANDSection221300,
FACILITYSANITARYSEWERAGE.
B. ElectricalConnections:Section260521,LOW-VOLTAGEELECTRICALPOWERCONDUCTORSAND
CABLES(600VOLTSANDBELOW).
C. GroundingofEquipment:Section260526,GROUNDINGANDBONDINGFORELECTRICAL
SYSTEMS.
1.3QUALITYCONTROL
A. ManufacturerQualifications:Manufacturerregularlyandpresentlymanufactureshydrotherapy
equipment.
B. ElectricalComponentsandDevices:ULlistedandlabeledforintendeduse.
1.4SUBMITTALS
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:Includethefollowing:
1. Illustrationsanddescriptionsofhydrotherapyequipment.
2. Optionalauxiliaryequipmentandcontrolsthatwillbeincludedforproject.
C. ShopDrawings:Showdetailsoffabrication,installation,adjoiningconstruction,coordination
withplumbingandelectricalwork,anchorage,andotherworkrequiredforcomplete
installation.
1. Includeelectricalratings,equipmentanddevicearrangement,branch-circuitovercurrent
protection,wiringdiagrams,andconnectiondiagrams.
2. Includedimensionsandweightsofunits.
D. FieldTestReports:Indicatedatesandtimesoftestsandcertifytestresults.
1.5APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
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B. ScientificEquipmentandFurnitureAssociation(SEFA):
2-10............................................RecommendedPracticesforInstallationofScientificLaboratory
FurnitureandEquipment
7-10............................................Fixtures
PART2-PRODUCTS
2.1HOISTANDTROLLEY
A. Manufacturer’sstandardunitwithwaterstretcherhavingtwocanvascrossbarsand
suspensions;andtwocanvasbodyslings.
B. Capacity:227kg(500lb),and454kg(1,000lb)whereindicated.
C. Equipwithinstantaneousreverse,circuitbreaker,upperandlowerlimitswitches;upperand
lowersafetyhook;insulatedlowerblock;chaincontainer;24-Vmoistureproofpush-button
control;andsuspensions,clips,andhooks.
2.3FABRICATION
Forelectricallycontrolledcomponents,wireandmakeconnectionswithinunitatfactory.
PART3-EXECUTION
3.1INSTALLATION
1.Installunitsaccordingtomanufacturer’swritteninstructionsandrelevantrequirementsin
SEFA2.
3.2TESTING
A. Fieldtestinstalledunitsafterwatersystemsarepressurizedforproperoperation.
1. Operatehydrotherapytubsfornotlessthanonehour.Operatehoiststhroughrepeatedfull
cyclesfornotlessthanonehour.Duringandaftertesting,thereshallbenoevidenceof
leaks,overheating,electricalmalfunction,orothersymptomoffailure.
2. Forunitsthatfailtesting,makeadjustmentsandcorrectionstoinstallation,orreplaceunits,
andrepeattestsuntilunitsoperateproperly.
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3.3PROTECTINGANDCLEANING
A. Protectequipmentfromdirt,water,andchemicalormechanicalinjuryduringtheremainderof
theconstructionperiod.
B. Atthecompletionofwork,cleanequipmentasrequiredtoproduceready-for-usecondition.
3.4INSTRUCTIONS
Instructpersonnelandtransmitoperatinginstructionsinaccordancewithrequirementsin.
---END---
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SECTION122400WINDOWSHADES
PART1-GENERAL
1.1DESCRIPTION:
A. ThissectionincludesinstallationofOwner’sexistingunits,includingnecessarybrackets,fittings
andhardware.
PART2-PRODUCTS
2.1FASTENINGS:
A. Zinc-coatedorcadmiumplatedsteelorstainlesssteelfasteningsoflengthandtype
recommendedbymanufacturer.Exceptasotherwisespecified,providefasteningsfor
installationwithvariousstructuralmaterialsasfollows:
TypeofFastening StructuralMaterial
Woodscrew Wood
Tapscrew Metal
Case-hardened,self-tappingscrewinpre-drilledhole
Solidmasonry,concrete
Screworboltinexpansionshields
Solidmasonry,concrete
Togglebolts Hollowblocks,gypsumwallboard,plaster
PART3-EXECUTION
3.1INSTALLATION:
A. Mountunitstomatchexistingmounting.Inexistingbuildings,providebracketssimilartothose
onexistingwindows.
1. Locaterollersinlevelpositionashighaspracticableatheadsofwindows.
2.Installshadestopreventinfiltrationoflightoverrollers.
3.Whereextensionbracketsarenecessaryforalignmentofshades,providemetallugs,and
rigidlyanchorlugsandbrackets.
4.Placebracketsandrollerssothatshadesdonotinterferewithwindowandscreenhardware.
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3.2ADJUSTING:
A.Adjustandshadestooperatesmoothly,freefrombindingormalfunctionthroughoutentire
operationalrange.
3.3CLEANINGANDPROTECTION:
A.Cleanshadesurfacesafterinstallation,accordingtomanufacturer’swritteninstructions.
B.Providefinalprotectionandmaintainconditionsthatensurethatshadesarewithoutdamageor
deteriorationattimeofSubstantialCompletion.
C.Replacedamagedshadesthatcannotberepaired,inamannerapprovedbyCORbeforetimeof
SubstantialCompletion.
---END---
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SECTION123200MANUFACTUREDWOODCASEWORK
PART1-GENERAL
1.1DESCRIPTION:
A. Thissectionspecifiesplasticlaminatecaseworkasdetailedontheconstructiondocuments,including
relatedcomponentsandaccessoriesrequiredtoformintegralunits.Woodcaseworkitemsshownonthe
constructiondocuments,butnotspecifiedbelowaretobeincludedaspartoftheworkunderthis
section,andapplicableportionsofthespecificationaretoapplytotheseitems.
1.2RELATEDWORK:
A.CustomWoodCasework:Section062000,FINISHCARPENTRY.
B.Sealants:Section079200,JOINTSEALANTS.
C.ColorofCaseworkFinish:RefertoDrawings.
D.ResilientBase:Section096513,RESILIENTBASEANDACCESSORIES.
E.BackingPlatesforWallMountedCasework:Section092216,NON-STRUCTURALMETALFRAMING.
F.CountertopConstructionandMaterialsandItemsInstalledinCountertops:Section123600,
COUNTERTOPS.
G.PlumbingRequirementsRelatedtoCasework:Division22,PLUMBING.
H.ElectricalLightingandPowerRequirementsRelatedtoCasework:Division26,ELECTRICAL.
1.3SUBMITTALS:
A. SubmitinaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATA,ANDSAMPLES.
B. Manufacturer'sLiteratureandData:
1.Locksfordoorsanddrawers.
2.Adhesivecements.
3.Caseworkhardware.
C. Samples:
1.WoodFaceVeneerorHardwoodPlywood.
2.Plasticlaminate.
D. ShopDrawings(1/2fullsize):
1. Eachcaseworktype,showingdetailsofconstruction,includingmaterials,hardwareandaccessories.
2. Fasteningsandmethodofinstallation.
E.Certification:
1.Manufacturer’squalificationsspecified.
2.Installer’squalificationsspecified.
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1.4QUALITYASSURANCE:
A.ApprovalbyCORisrequiredofmanufacturerandinstallerbaseduponcertificationofqualifications
specified.
B.Manufacturer’squalifications:
1.Manufacturerisregularlyengagedindesignandmanufactureofmodularwoodplasticlaminate
finishedcasework,caseworkcomponentsandaccessoriesofscopeandtypesimilartoindicated
requirementsforaperiodofnotlessthanfive(5)years.
2.Manufacturerhassuccessfullycompletedatleastthree(3)projectsofscopeandtypesimilarto
indicatedrequirements.
3.Submitmanufacturer’squalificationsandlistofprojects,includingownercontactinformation.
C.InstallerQualifications:
1.Installerhascompletedatleastthree(3)projectsinlastfive(5)yearsinwhichtheseproductswere
installed.
2.Submitinstallerqualifications.
1.5WARRANTY:
A.ConstructionWarranty:ComplywithFARclause52.246-21“WarrantyofConstruction”.
B.ManufacturerWarranty:Manufacturershallwarrantytheirwoodcaseworkforaminimumoffive(5)////
yearsfromdateofinstallationandfinalacceptancebytheGovernment.Submitmanufacturerwarranty.
1.6APPLICABLEPUBLICATIONS:
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.Thepublications
arereferencedinthetextbybasicdesignationonly.
B. ASTMInternational(ASTM):
A240/A240M-14..............................ChromiumandChromium-NickelStainlessSteelPlate,Sheet,andStrip
forPressureVesselsandforGeneralApplications
A1008/A1008M-13..........................Steel,Sheet,Cold-Rolled,Carbon,Structural,HighStrengthLowAlloy
C1036-11E1(R2012).........................FlatGlass
C. BuildersHardwareManufacturersAssociation(BHMA):
A156.1-13........................................ButtsandHinges
A156.9-10........................................CabinetHardware
A156.5-14........................................AuxiliaryLocksandAssociatedProducts
A156.11-14......................................CabinetLocks
D. CompositePanelAssociation(CPA):
A208.1-09........................................Particleboard
A208.2-09........................................MediumDensityFiberboard(MDF)forInteriorApplications
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E. U.S.DepartmentofCommerceProductStandards(Prod.Std):
PS1-09............................................ConstructionandIndustrialPlywood
F. Hardwood,PlywoodandVeneerAssociation(HPVA):
HP-1-09............................................HardwoodandDecorativePlywood
G. ArchitecturalWoodworkInstitute(AWI):
ArchitecturalWoodworkStandards,Edition2CertificationProgram-2014
H. AmericanSocietyofMechanicalEngineers(ASME):
A112.18.1-12...................................PlumbingFixtureFittings
I. NationalElectricalManufacturersAssociation(NEMA):
LD3-05............................................HighPressureDecorativeLaminates
J.UnderwritersLaboratoriesInc.(UL):
437-08(R2013).................................KeyLocks
K.ScientificEquipmentandFurnitureAssociation(SEFA):
2.3-10..............................................InstallationofScientificLaboratoryFurnitureandEquipment
PART2-PRODUCTS
2.1PLYWOOD,HARDWOODFACEVENEER:
A. HPVAHP-1,PremiumGradehardwoodveneeronMDForplywoodpanels.
2.2PLASTICLAMINATE:
A. NEMALD3.
B. Exposeddecorativesurfaces,bothsidesofcabinetdoors,andforitemshavingplasticlaminatefinish.
GeneralpurposeTypeHGL.
C. CabinetInteriorsIncludingShelving:BothoffollowingoptionstocomplywithNEMALD3asaminimum.
1. Plasticlaminatecladplywoodorparticleboard,MDF(excludingshelves).
2. Lowpressurelaminate(LPL)
D. Backingsheetonbottomofplasticlaminatecoveredwoodtops.BackerTypeBKL.
E. PostFormingFabrication,DecorativeSurface:PostformingTypeHGP.
2.3PLYWOOD,SOFTWOOD:
A. Prod.Std.PS1,five(5)plyconstructionfrom13mmto28mm(1/2inchto1-1/8inch)thickness,and
seven(7)plyfor31mm(11/4inch)thickness.
2.4PARTICLEBOARD:
A. CPAA208.1,Type1,GradeMormediumdensity.
2.5MEDIUMDENSITYFIBERBOARD(MDF):
A. FullywaterproofbondconformingtoCPAA208.1andCPAA208.2.
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2.6HARDWARE:
A.CabinetLocks:
1.Providewherelocksareindicatedonconstructiondocuments.
2.Lockedpairofhingeddoorover915mm(36inches)high:
a.ANSI/BHMAA156.5,keyoneside.
b. Onactiveleafusethree(3)pointlockingdevice,consistingoftwo(2)steelrodsandlever
controlledcamatlock,tooperatebyleverhavinglockcylinderhousedtherein.
c. Oninactiveleafprovidedummyleverofsamedesign.
d. Providekeeperholesforlockingdevicerodsandcam.
3. DoorandDrawer:ANSI/BHMAA156.11camlocks.Provideone(1)typeforeachconditionasfollows:
a. DrawerandHingedDoorupto915mm(36inches)high:E07261.
b. DrawerandHingedDoor:Pin-tumbler,cylindertypelockwithnotlessthanfour(4)pinsoraUL
437ratedwaferlockwithbrassworkingpartsandcase.
c. SlidingDoor:E07161.
4. Keylocksdifferentlyforeachtypecaseworkandmasterkeyforeachservice,suchasNursingUnits.
a. Keydruglockerinnerdoordifferentfromouterdoor.
b. Furnishtwo(2)keysperlock.
c. Furnishsix(6)masterkeysperserviceorNursingUnit.
5. MarkingofLocksandKeys:
a. Nameofmanufacturer,ortrademarkwhichcanreadilybeidentifiedlegiblymarkedoneachlock
andkeychangenumbermarkedonexposedfaceoflock.
b. Keychangenumbersstampedonkeys.
c. Keychangenumberstoprovidesufficientinformationformanufacturertoreplacekey.
B. HingedDoors:
1. Providedoors915mm(36inches)andmoreinheightwiththree(3)hingesanddoorslessthan915
mm(36inches)inheightistohavetwo(2)hinges.Eachdooristocloseagainsttwo(2)rubber
bumpers.
2. Hinges:Fabricatehingeswithminimum1.8mm(0.072inch)thickchromiumplatedsteelleaves,and
withminimum3.5mm(0.139inch)diameterstainlesssteelpin.Hingestobefive(5)knuckledesign
with63mm(2-1/2inch)highleavesandhospitaltypetips.//
3.ConcealedHinges:BHMAA156.9,TypeB01602,170degreesofopening,self-closing.
4. Fasteners:Providefullthreadwoodscrewstofastenhingeleavestodoorandcabinetframe.Finish
screwstomatchfinishofhinges.
C. DoorCatches:
1. FrictionorMagnetictype,fabricatedwithmetalhousing.
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2. Provideone(1)catchforcabinetdoors1220mm(48inches)highandunder,andtwo(2)fordoors
over1220mm(48inches)high.
D. DrawerandDoorPulls:
1. Doorsanddrawerstohaveflushpulls,fabricatedofeitherchromium-platedbrass,chromiumplated
steel,stainlesssteel,oranodizedaluminum.Draweranddoorpullstobeofadesignthatcanbe
operatedwithaforceof22.2N(5pounds)orless,withone(1)handandnotrequiretightgrasping,
pinchingortwistingofthewrist.
E. DrawerSlides:
1. Fullextensionsteelslideswithnylonball-bearingrollers.
2. Slidestohavepositivestop.
3. Equipdrawerswithrubberbumpers.
F. SlidingDoors:
1. Eachdoortobesupportedbytwoballbearingbronzeornylonrollers,orsheavesridingonastainless
steeltrackattoporbottom,andtoberestrainedbyanylonorstainlesssteelguideattheopposite
end.
2. Plasticguidesarenotacceptable.
3. Eachdoortohaverubbersilencerssetneartopandbottomofeachjamb.
G. ShelfStandards(ExceptForFixedShelves):
1. Brightzinc-platedsteelforrecessedmountingwithscrews,16mm(5/8inch)wideby5mm(3/16
inch)highproviding13mm(1/2inch)adjustment,completewithshelfsupports.
2.7MANUFACTUREDPRODUCTS:
A.Whentwo(2)ormoreunitsarerequired,useproductsofone(1)manufacturer.
B.Manufacturerofcaseworkassembliesistoassumecompleteresponsibilityforthefinalassembledunit.
C.Provideproductsofasinglemanufacturerforpartswhicharealike.
2.8FABRICATION:
A. Caseworktobeoftheflushoverlaydesignand,exceptasotherwisespecified,beofPremiumGrade
constructionandofcomponentthicknessinconformancewithAWIQualityStandards.
B. Fabricatecaseworkofplasticlaminatedcoveredplywoodorparticleboardasfollows:
1. Whereshown,doors,drawersandshelvesandothersemi-concealedsurfacesaretobeplastic
laminated.
C. SupportMembersforCountertops:
1. Providemiscellaneoussteelmembersandanchorwhenmorethan36inchwideopeningisindicated.
E. LegsForCounters:
1. Fabricatelegsforcountersof1.6mm(0.0635inch)thick,38mm(1-1/2inch)squaretubularstainless
steel.
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2. Securelegstocountertopsandprovidelegsatbottomwithshoesnotlessthan25mm(1inch)in
height.
3. Fabricateshoesofstainlesssteel,aluminumorchromiumplatedbrass.
2.9PRODUCTSOFOTHERCOMPONENTSDIRECTLYRELATEDTOCASEWORK:
A. RefertoSection079200,JOINTSEALANTSforworkrelatedtosealantsusedinconjunctionwithjointsof
countertops,caseworksystems,andadjacentmaterials.
B. RefertoSection096513,RESILIENTBASEANDACCESSORIESforworkrelatedtorubberbaseadheredto
caseworksystems.
C. RefertoSection092216,NON-STRUCTURALMETALFRAMINGforbackingplatesusedinconjunctionwith
wallassembliesfortheattachmentofcaseworksystems.
D. RefertoSection123611,COUNTERTOPSforworkrelatedtomethylmethacrylicpolymercountertops
and/orshelvingusedinconjunctionwithcaseworksystems.Whencountertopmaterialsareprovidedby
thecaseworkmanufacturer,theyaretoincludethefollowingfeatures:
1. Capableofbeingsuspendedfromverticalsupportrailsorhorizontalwallstripsorservicemodules.
2. Providedwithroundedcornersandimpactresistantmaterialonexposededges.
3. Capableofbeingeasilyrelocatedandinstalledwithouttools.
4. Capableofbeingsuspendedandeasilychangedundercountermountedstorageunits.
5. Providelevelingadjustmentcapabilitysounitscanbebroughtintoalevelposition.
6. Securedusingfasteners.Showdetailonshopdrawings.
E. RefertoSection123611,COUNTERTOPSforworkrelatedtoandintegralwithcountertopsystems.
F. RefertoDivision22,PLUMBINGforthefollowingworkrelatedtocaseworksystems:
1. Sinks,faucetsandotherplumbingservicefixtures,venting,andpipingsystems.
2. Compressedair,gas,vacuumandpipingsystems.
G. RefertoDivision26,ELECTRICALforthefollowingworkrelatedtocaseworksystems:
1. Connectionsandwiringdevices.
2. Connectionsandlightingfixturesexceptwhenfactoryinstalledbythemanufacturer.
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PART3-EXECUTION
3.1COORDINATION:
A.Beginonlyafterworkofothertradesiscomplete,includingwallandfloorfinishcompleted,ceilings
installed,lightfixturesanddiffusersinstalledandconnectedandareafreeoftrashanddebris.
B. Verifylocationandsizeofmechanicalandelectricalservicesasrequiredandperformcuttingof
componentsofworkinstalledbyothertrades.
C. Verifyreinforcementofwallsandpartitionsforsupportandanchorageofcasework.
D. CoordinatewithotherDivisionsandSectionsofthespecificationforworkrelatedtoinstallationof
caseworksystemstoavoidinterferenceandcompletionofserviceconnections.
3.2INSTALLATION:
A.Installcaseworkinaccordancewithmanufacturer’swritteninstructionsandperSEFA2.3
recommendations.
1. Installinavailablespace;arrangedforsafeandconvenientoperationandmaintenance.
2. Aligncabinetsforflushjointsexceptwhereshownotherwise.
3. Installwithbottomofwallcabinetsinalignmentandtopsofbasecabinetsalignedlevel,plumb,true,
andstraighttoatoleranceof3.2mmin2438mm(1/8inchin96inches).
4. Installcornercabinetswithhingesoncornersidewithfillerorspacerssufficienttoallowopeningof
drawers.
B. SupportRails:
1. Installtruetohorizontalatheightsshownonconstructiondocuments;maximumtolerancefor
unevenfloorsisplusorminus13mm(1/2inch).
2. Shimasnecessarytoaccommodatevariationsinwallsurfacenotexceeding5mm(3/16inch)at
fastener.
C. WallStrips:
1. Installtruetoverticalandspacedasshownonconstructiondocuments.
2. Alignslotstoassurethathangingunitswillbelevel.
D. PlugButtons:
1. Installplugbuttonsinpredrilledorprepunchedperforationsnotused.
2. Usechromiumplateplugbuttonsorbuttonsfinishtomatchadjacentsurfaces.
E. Sealjuncturesofcaseworksystemswithmildew-resistantsiliconesealantsasspecifiedinSection0792
00,JOINTSEALANTS.
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3.3.CLOSURESANDFILLERPLATES:
A. Closeopeningslargerthan6mm(1/4inch)widebetweencabinetsandadjacentwallswithflat,steel
closurestrips,scribedtorequiredcontours,ormachinedformedsteelfillerswithreturns,andsecured
withsheetmetalscrewstotubularorchannelmembersofunits,orboltswhereexposedoninside.
B. Whereceilingsinterferewithinstallationofslopingtops,omitslopingtopsandprovideflatsteelfiller
plates.
C. Securefillerplatestocaseworktopmembers,unlessshownotherwiseonconstructiondocuments.
D. Securefillerplatesmorethan152mm(6inches)inwidthtopedgetoacontinuous25x25mm(1x1
inch)0.889mm(1/16inch)thicksteelformedsteelanglewithscrews.
E. Anchorangletoceilingwithtogglebolts.
F. Installclosurestripsatexposedendsofpipespaceandoffsetopeningintoconcealedspace.
G. Finishclosurestripsandfillerswithsamefinishesascabinets.
3.4FASTENINGSANDANCHORAGE:
A. Donotanchortowoodgroundstrips.
B. Providehatshapemetalspacerswherefastenersspangapsorspaces.
C. Use6mm(1/4inch)diametertoggleorexpansionbolts,orotherappropriatesizeandtypefastening
deviceforsecuringcaseworktowallsorfloor.Useexpansionboltsshieldshavingholdingpowerbeyond
tensileandshearstrengthofboltandbreakingstrengthofbolthead.
D. Use6mm(1/4inch)diameterhexboltsforsecuringcabinetstogether.
E. Use6mm(1/4inch)byminimum38mm(1-1/2inch)lengthlagboltanchoragetowoodblockingfor
concealedfasteners.
F. UsenotlessthanNo.12or14woodscrewswithnotlessthan38mm(1-1/2inch)penetrationintowood
blocking.
G. Spacefasteningdevices305mm(12inches)oncenterwithminimumofthree(3)fastenersin915or1220
mm(3or4foot)unitwidth.
H. Anchorfloormountedcabinetswithaminimumoffour(4)boltsthroughcornergussets.Anchorbolts
maybecombinedwithorseparatefromlevelingdevice.
I. Securecabinetsinalignmentwithhexboltsorotherinternalfastenerdevicesremovablefrominteriorof
cabinetswithoutspecialtools.Donotusefastenerdeviceswhichrequireremovaloftopsforaccess.
J. Whereunitsabutendtoend,anchortogetherattopandbottomofsidesatfrontandback.Whereunits
arebacktoback,anchorbackstogetheratcornerswithhexboltsplacedinconspicuouslyinsidecasework.
K. Wheretype,size,orspacingoffasteningsisnotshownonconstructiondocumentsorspecified,showon
shopdrawingsproposedfasteningsandmethodofinstallation.
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3.5ADJUSTMENTS:
A. Adjustequipmenttoinsureproperalignmentandoperation.
B. Replaceorrepairdamagedorimproperlyoperatingmaterials,componentsorequipment.
3.6CLEANING:
A. Immediatelyfollowinginstallation,cleaneachitem,removingfingermarks,soilandforeignmatter.
B. Removefromjobsitetrash,debrisandpackingmaterials.
C. Leaveinstalledareascleanofdustanddebris.
3.7INSTRUCTIONS:
A. ProvideoperationalandcleaningmanualsandverbalinstructionsinaccordancewithArticle
INSTRUCTIONS,SECTION010000,GENERALREQUIREMENTS.
B. Provideinservicetrainingbothpriortoandafterfacilityopening.Coordinateinserviceactivitieswith
COR.
C. Commencingatleastseven(7)dayspriortoopeningoffacility,provideone(1)four(4)hourdayofon-
siteorientationandtechnicalinstructiononuseandcleaningproceduresapplicationofproductsand
systemsspecifiedherein.
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SECTION123570.21MEDICATIONCABINET
PART1-GENERAL
1.1DESCRIPTION
ThissectioncoversaMedicationCabinetconsistingofformedacrylicplasticcabinetsequipped
withself-containedrefrigerator(s),medicinedistributionbinsandpockets,barcodescanner,
integratedcomputerworkstationandprogramming,andassociatedaccessoriesforthestorage
ofmedicinesanddrugs.
1.2RELATEDWORK
A. Forelectricalconnectionsandavailablevoltagesseeelectricalsectionsofthespecificationsand
thedrawings.
1.3 MANUFACTURER’SQUALIFICATIONS
A. Medicationcabinetshallbeproductofmanufacturersregularlyengagedinmanufacturing
cabinetsoftypespecified.
B. Basis-of-DesignProduct/Manufacturer:TocoordinatewiththeHospital’sexistingmedication
distributionanddispensingsystems,andforpurposesofongoingmaintenanceandparts
suppliesrelatedthereto,providethefollowingproducts:
“PyxisMedStation”4000SeriescabinetsasmanufacturedbyCareFusion,ofSanDiego,
CA.
C. OthermanufacturersmaybeproposedasasubstitutionrequestforapprovalbytheCOpriorto
receiptofbidproposals.Providecompletecomparativeinformationforreview,toverifythat
theproposed,alternativeproductisequaltotheprojectspecified.
1.4ELECTRICALSTANDARDS
A. CabinetshallhavebeentestedforconformancewithNFPAPamphletNo.70.
B. BodyofcabinetshallhaveanUnderwritersLaboratories,Inc.,labelasevidencethattheNFPA
requirementshavebeenmet.
1.5SUBMITTALS
A. InaccordancewithSection013323,SHOPDRAWINGS,PRODUCTDATAANDSAMPLES,furnish
thefollowing:
B. ShopDrawings:Medicationcabinet,showingdesign,materials,constructionandinstallation.
C. Manufacturers'Certificates:Certificatesignedbymanufacturerthatservicingofcomponent
partscanbemadefromthefrontofthecabinet.
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1.6EQUIPMENTMANUAL
Thesuppliershallfurnishwitheachcabinettwocopiesofthemanufacturers'equipmentmanual
containinginstallation,operationandmaintenanceinstructions,partslistshowingpartnumber
andsourceofsupplyandelectricaldataandconnectiondiagramsforallutilities.
1.7APPLICABLEPUBLICATIONS
A. Thepublicationslistedbelowformapartofthisspecificationtotheextentreferenced.The
publicationsarereferencedinthetextbythebasicdesignationonly.
B. FederalSpecifications(Fed.Spec.):
AA-R-2llH...................................Refrigerators,Mechanical,Household(ElectricalSelf-contained)
C. AmericanSocietyforTestingandMaterials(ASTM):
A167-99(R2009)........................StainlessandHeat-resistingChromium-NickelSteelPlate,Sheet
andStrip
D4802-10...................................AcrylicPlasticSheet
D. AmericanSocietyofMechanicalEngineers(ASME):
A112.18.1-05.............................PlumbingFixtureFittings
E. NationalFireProtectionAssociation(NFPA):
70-11..........................................NationalElectricalCode
PART2-PRODUCTS
2.1MATERIALS
A. AcrylicPlastic:ASTMD4802.
2.2FABRICATION
A. Themedicationcabinetmustconsistofthefollowingcomponentunits:
1. 1each:6-drawermainunit–22.8”Wx27”Dx54.3”high,and
2. 1each:7drawerauxiliaryunit–22.8”Wx27”Dx47”H,and
3. 2each:refrigeratedtowers,31”Wx28”Dx79.5”High
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PART3-EXECUTION
3.1FASTENINGSANDANCHORAGE
A. Unitsaremobile,andarenotrequiredtobeanchored.
3.2INSTALLATION
A. Assemblycomponentsandsetinplace.
3.3INSPECTION
A. Uponcompletionoftheinstallation,themanufacturershallchecktheoperationofthe
equipmentandthehardware,andexaminethefinishfordamage.
B. Manufacturershallreportinwritingthattheinstallationissatisfactoryandshallinclude
informationconcerningminoradjustmentsandminorrepairswhichmayberequiredforfinal
acceptancebytheResidentEngineer.
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SECTION123600COUNTERTOPS
PART1-GENERAL
1.1DESCRIPTION
A. Thissectionspecifiescaseworkcountertopswithintegralaccessories.
B. Integralaccessoriesinclude:
1. Sinkswithtrapsanddrains.
1.2RELATEDWORK
A. Colorandpatternsofcountertops:RefertoDrawings.
B. DIVISION22,PLUMBING.
C. DIVISION26,ELECTRICAL.
1.3SUBMITTALS
A. SubmitinaccordancewithSECTION013323,SHOPDRAWINGS,PRODUCTDATA,AND
SAMPLES.
B. ShopDrawings
1. Showdimensionsofsectionandmethodofassembly.
2. Showdetailsofconstructionat1/2scale.
C. Samples:
1. 150mm(6inch)squaresampleseachtop.
2. Frontedge,backsplash,endsplashandcorewithsurfacematerialandbooking.
1.4APPLICABLEPUBLICATIONS
A. Publicationslistedbelowformapartofthisspecificationtotheextentreferenced.Publications
arereferencedinthetextbythebasicdesignationonly.
B. AmericanHardboardAssociation(AHA):
A135.4-95..................................BasicHardboard
C. CompositePanelAssociation(CPA):
A208.1-09..................................Particleboard
D. AmericanSocietyofMechanicalEngineers(ASME):
A112.18.1-12.............................PlumbingSupplyFittings
A112.1.2-12...............................AirGapsinPlumbingSystem
A112.19.3-08(R2004).................StainlessSteelPlumbingFixtures(DesignedforResidentialUse)
E. AmericanSocietyforTestingandMaterials(ASTM):
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A167-99(R2009)........................StainlessandHeat-ResistingChromium-NickelSteelPlate,Sheet
andStrip
A1008-10...................................Steel,Sheet,Cold-Rolled,Carbon,Structural,HighStrength,Low
Alloy
D256-10.....................................PendulumImpactResistanceofPlastic
D570-98(R2005).........................WaterAbsorptionofPlastics
D638-10.....................................TensilePropertiesofPlastics
D785-08.....................................RockwellHardnessofPlasticsandElectricalInsulatingMaterials
D790-10.....................................FlexuralPropertiesofUnreinforcedandReinforcedPlasticsand
ElectricalInsulatingMaterials
D4690-99(2005).........................Urea-FormaldehydeResinAdhesives
F. FederalSpecifications(FS):
A-A-1936....................................Adhesive,Contact,NeopreneRubber
G. U.S.DepartmentofCommerce,ProductStandards(PS):
PS1-95.......................................ConstructionandIndustrialPlywood
H. NationalElectricalManufacturersAssociation(NEMA):
LD3-05.......................................HighPressureDecorativeLaminates
PART2-PRODUCTS
2.1MATERIALS
A. SolidPolymer“solidsurface”Material:
1. FilledMethylMethacrylicPolymer.
2. Performancepropertiesrequired:
Property Result Test
Elongation 0.3%min. ASTMD638
Hardness 90RockwellM ASTMD785
Gloss(600Gordon) 5-20 NEMALD3.1
Colorstability Nochange NEMALD3except200hour
Abrasionresistance NolossofpatternMaxweardepth0.0762mm(0.003
in)-10000cycles
NEMALD3
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Property Result Test
Waterabsorptionweight(5max)
24hours0.9 ASTMD-570
Izodimpact 14N·m/m(0.25ft-lb/in)
ASTMD256(MethodA)
Impactresistance Nofracture NEMALD-3900mm(36")drop1kg(2lb.)ball
Boilingwatersurfaceresistance
Novisiblechange NEMALD3
Hightemperatureresistance
Slightsurfacedulling NEMALD3
3. Castintosheetformandbowlform.
4. Colorthroughoutwithsubtleveiningthroughthickness.
5. Jointadhesiveandsealer:Manufacturerssiliconeadhesiveandsealantforjoiningmethyl
methacrylicpolymersheet.
6. Bio-basedproductswillbepreferred.
2.2SINKS
A. MoldedResin:
1. Castormoldedinonepiecewithinteriorcorners25mm(oneinch)minimumradius.
2. Minimumthicknessofsidesandends13mm(1/2inch),bottom16mm(5/8inch).
3. Moldedresinoutletfordrainandstandpipeoverflow.
4. Provideclampingcollarpermittingconnectionto38mm(1-1/2inch)or50mm(2inch)
wasteoutletandtrap,makingsealedbutnotpermanentconnection.
B. StainlessSteel:
1. ANSI/ASMEA112.19.3,Type304.
2. Selfrimforplasticlaminateorsimilartopswithconcealedfasteners.
3. Flatrimforweldedintostainlesssteeltops.
4. Ledgebackorledgesideswithholestoreceiverequiredfixtureswhenmountedon
countertop.
5. Applyfireresistantsounddeadeningmaterialtounderside.
C. Stainlesssteelcircularorovalshapedbowl.
D. SinksofMethylMethacrylicPolymer:
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1. Minimum19mm(3/4inch)thick,castintobowlshapewithoverflowtodrain.
2. Provideforunderhunginstallationtocountertop.
3. Provideopeningsfordrain.
2.3TRAPSANDFITTINGS
A. MaterialasspecifiedinDIVISION22,PLUMBING.
B. ForMoldedResinSinks:
1. ChemicalresistingP-trapsandfittingsforchemicalwasteservice.
2. Providetrapswithcleanoutplugeasilyremovablewithouttools.
C. ForStainlessSteelSinks:
1. EithercastorwroughtbrassorstainlesssteelP-trapsanddrainfittings;ASMEA112.18.1
2. Flatstrainer,exceptwherecupstraineroroverflowstandpipespecified.
a. Providecupstrainerincabinettype1B.
b. Providestainlesssteeloverflowstandpipetowithin38mm(1-1/2inches)ofsinkrim.
3. Exposedsurfacechromiumplatedfinish.
D. Plastertraps:
1. Castironbodywithporcelainenamelexteriorfinish.
2. 50mm(2inch)femalethreadedsideinletandoutlet.
3. Removablegalvanizedcagehavingintegralbafflesandreplaceablebrassscreens.
4. Removablegasketedcover.
5. Minimumoveralldimensions:350x350x400mmhigh(14x14x16inches)with175mm(7
inch)waterseal.
6. Non-siphoningandeasilyaccessibleforcleaning.
E. AirGapFittings:ASMEA112.1.2.
F. MethylMethacrylicPolymerSinkTraps:
1. Castorwroughtbrasswithflatgridstrainer,off-settailpiece,adjustable38x32mm(1-1/2
x11/4-inch)Ptrap.
2. Chromiumplatedfinish.
2.4WATERFAUCETS
A. ASMEA112.18.1.
1. Castorforgedbrass,compressiontypewithreplaceableseatandstemassemblyor
replaceablecartridge.
2. Indexedleverhandleseitherwithorwithouthead.
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3. Gooseneckminimumclearanceabovecountertopof190mm(7-1/2inches),bent180
degreesforverticaldischarge.
4. Swingspoutselevatedtoclearhandles.
5. Exposedbrasssurfaceschromiumplated.
6. Castcombinationhotandcoldfixturewithonepiecebodyformultipleoutlets.
7. Adaptertypeconnectionwhichwillpermitfieldconversionofswingspoutstofixedor
gooseneckgroutsorviceversa.
8. PedestalsTopforLaboratoryorPharmacy:
a. Moderndesigntaperedtoaroundbase,factoryassembledandtested.
b. Brassshanks,locknutsandwashersforattachingtotoporcurbs.
B. Laminarflowcontroldeviceonspouts.
C. AutomaticControlledFaucets.
1. Infra-redphotocellsensorandasolenoidvalvetocontrolwaterflowautomatically.
2. Breakinglightbeamactivateswaterflow.
3. Waterstopswhenusermovesawayfromlightbeam.
C. LaboratoryandPharmacyFaucets:
1. Female9mm(3/8inch)IPSthreadedoutletforattachmentoffilterpumps,hose
connectors,anti-hosenozzle,orlaminarflowcontroldeviceonspoutend.
2. Provideangletypevacuumbreakerforfixture,designedforlowflow,withbuilt-infloating
diskandrenewableseatinvacuumbreakerbody.
2.5FIXTUREIDENTIFICATION
A. Codefixtureswithfullviewplasticindexbuttons.
B. Usefollowingcolorsandcodes:
SERVICE COLOR CODE COLOROFLETTERS
ColdWater DarkGreen CW White
HotWater Red HW White
LaboratoryAir Orange AIR Black
FuelGas DarkBlue GAS White
LaboratoryVacuum Yellow VAC Black
DistilledWater White DW Black
DeionizedWater White DI Black
Oxygen LightGreen OXY White
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SERVICE COLOR CODE COLOROFLETTERS
Hydrogen Pink H Black
Nitrogen Gray N Black
AllOtherGases LightBlue CHEM.SYM. Black
2.6COUNTERTOPS
A. Fabricateinlargestsectionspracticable.
B. Fabricatewithjointsflushontopsurface.
C. Fabricatecountertopstooverhangfrontofcabinetsandendofassemblies25mm(oneinch)
exceptwhereagainstwallsorcabinets.
D. Provide1mm(0.039inch)thickmetalplateconnectorsorfasteningdevices(exceptepoxyresin
tops).
E. Joinedgesinachemicalresistantwaterproofcementorepoxycement,exceptweldmetaltops.
F. Fabricatewithendsplasheswhereagainstwallsorcabinets.
G. SplashBacksandEndSplashes:
1. Notlessthan19mm(3/4inch)thick.
2. Height100mm(4inches)unlessnotedotherwise.
3. Laboratoriesandpharmacyheightsorwherefixturesoroutletsoccur:Notlessthan150mm
(6inches)unlessnotedotherwise.
4. Fabricateepoxysplashbackinmaximumlengthspracticalofthesamematerial.
H. Drillorcutoutforsinks,andpenetrations.
1. Accuratelycutforsizeofpenetration.
2. CutoutforVL81photographicenlargercabinet.
a. Finishcutouttofitflushwithverticalsideofcabinet,allowingadjustableshelftofitinto
cutoutspaceofcabinetatcountertoplevel.Finishcutoutsurfaceasanexposededge.
b. Providebracesunderenlargerspacetosupportnotlessthan45kg(100pounds)
centeredonopeningsidealongbacksplash.
I. MethylMethacrylicPolymerTops:
1. Fabricatecountertopofmethylmethacrylicpolymercastsheet,19mm(3/4inch)thick.
2. Fabricatebacksplashandendsplashtoheightshown.
3. Fabricateskirttodepthshown.
4. Fabricatewithmarineedgewheresinksoccur.
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5. Fabricateinonepieceforfulllengthfromcornertocornerupto3600mm(12feet).
6. Joinpieceswithadhesivesealant.
7. Cutoutcountertopforlavatories,plumbingtrim.
8. Provideconcealedfastenersandepoxycementforanchorageofsinkstocountertop.
R. CounterTopsforInterchangeableFurniture:Countertops,unlessotherwiseshown,aretobe
capableofverticaladjustmentof150mm(6inches).Fabricatetops,exceptCRS,inincrements
ofunitsoverwhichtheyfitwithmaximumlengthnottoexceed1950mm(78inches).Top
sectionshallcoverasmanycabinetunitsaspossible.Horizontaljointsincountertopsatservice
stripandacrossdepthofcounterarebewatertightwheninplacebutofatypethatcanbe
easilyseparatedandresetwhencountertopismovedupordown.FabricateCRStopsin
maximumlengthspracticable,withfieldjointsweldedandgroundsmoothtomatchadjacent
surfaces.Securelyfastentosupportingrailswithheavymetalfasteningdevices,orwithscrews,
throughpiercedslotsinsuchrails.Fabricateverticalsplashbackandreagentshelfinmaximum
lengthpracticableofsamematerialasworkingsurface,exceptfinishthicknessshallbe19mm
(3/4inch).
PART3-EXECUTION
3.1INSTALLATION
A. Beforeinstallingcountertopsverifythatwallsurfaceshavebeenfinishedasspecifiedandthat
mechanicalandelectricalservicelocationsareasrequired.
B. Securecountertopstosupportingrailsofcabinetswithmetalfasteningdevices,orscrews
throughpiercedslotsinrails.
1. Wheretype,sizeorspacingoffasteningsisnotshownorspecified,submitshopdrawings
showingproposedfasteningsandmethodofinstallation.
2. Useroundheadboltsorscrews.
3. Useepoxyorsiliconetofastentheepoxyresincountertopstothecabinets.
4. Usewoodorsheetmetalscrewsforwoodorplasticlaminatetops;minimumpenetration
intotop16mm(5/8inch),screwsizeNo8,or10.
C. RubberMoldings:
1. Whereshowninstallmoldingwithbuttjointsinhorizontalrunsandmiteredjointsat
cornerswhereceramictileoccursomitmolding.
2. Fastenmoldingtowallandtosplashbacksandsplashendswithadhesive.
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D. Sinks
1. Installstainlesssteelsinkinplasticlaminatetopswithepoxycompoundtoformwatertight
sealundershelfrim.
a. Inlaboratoryandpharmacyfitstainlesssteelsinkwithoverflowstandpipe.
b. Installfaucetsandfittingsonsinkledgeswithwatertightsealswhereshown.
2. Installmoldedresinsinkswithepoxycompoundtoformwatertightsealwithundersideof
moldedresintop.
a. Installsinkwithnotlessthantwochannelsupportswiththreadedrodsandnutsateach
end,expansionboltedtomoldedresintop.
b. Designsupportforatwicethefullsinkweight.
c. Installwithoverflowstandpipes.
3. Installmethylmethacrylicpolymersinksinmanufacturersrecommendedadhesivesealeror
epoxycompoundtoundersideofmethylmethacrylicpolymercountertop.
a. Boltorscrewtocountertoptopreventseparationofbowlandfractureofadhesive
sealantjoint.
b. Installdrainandtrapstosink.
E. Faucets,Fixtures,andOutlets:
1. Sealopeningbetweenfixtureandtop.
2. Securetotopwithmanufacturersstandardfittings.
F. RangeTops,ElectricalOutlets,FilmViewer:
1. Setincutoutswithmanufacturersgasketsealingjointwithtoptopreventwaterleakage.
2. Installcontrolunitandelectricoutletswhereshown.Sealescutcheonplateatlapifon
counterortoptopreventwaterleakage.
3.2PROTECTIONANDCLEANING
A. Tightlycoverandprotectagainstdirt,water,andchemicalormechanicalinjury.
B. Cleanatcompletionofwork.
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