specs.doors.project1 - FAACO - Federal Aviation Administration ...

Atlanta Air Route Traffic Control CenterHampton, GeorgiaDoor Repairs and ReplacementsProjectSPECIFICATIONSFEBRUARY 2011SPEC. # FAA-ZTL-809543Prepared by: Federal Aviation AdministrationATO Tech Ops Engineering ServicesAtlanta Enroute Unit

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543TABLE OF CONTENTSDIVISION 1 - GENERAL REQUIREMENTS01000 GENERAL REQUIREMENTS01010 SUMMARY OF WORK01030 SITE ACCESS, CONSTRUCTION LIMITS, USE OF FACILITIES AND WORK HOURS01040 COORDINATION AND TESTING01042 CONSTRUCTION SCHEDULES01300 SUBMITTALS01651 MATERIALS AND EQUIPMENT01652 PROTECTION OF WORK01710 CLEANING01720 OPERATIONS AND MAINTENANCE01730 OSHA SAFETY REQUIREMENTS01800 CONTRACT CLOSEOUTDIVISION 2 - SITEWORK02070 SELECTIVE DEMOLITIONDIVISION 3 - CONCRETE (NOT USED)DIVISION 4 - MASONRY (NOT USED)DIVISION 5 - METALS (NOT USED)DIVISION 6 - WOOD AND PLASTICS (NOT USED)DIVISION 7 - THERMAL AND MOISTURE PROTECTION (NOT USED)07900 JOINT SEALANTSDIVISION 8 - DOORS08113 HOLLOW METAL DOORS AND FRAMES08710 DOOR HARDWARE08713 AUTOMATIC DOOR OPERATORS08800 GLAZINGDIVISION 9 - FINISHES09910 PAINTINGDIVISION 10 – SPECIALTIES (NOT USED)DIVISION 11 - EQUIPMENT (NOT USED)TABLE OF CONTENTS 00002 - 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543DIVISION 12 - FURNISHINGS (NOT USED)DIVISION 13 - SPECIAL CONSTRUCTIONDIVISION 14 - CONVEYING SYSTEMS (NOT USED)DIVISION 15 – MECHANICAL (NOT USED)DIVISION 16 – ELECTRICAL (NOT USED)END OF DOCUMENT 002TABLE OF CONTENTS 00002 - 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01000GENERAL REQUIREMENTSPART 1 – GENERAL1.1 SCOPEScope - These specifications, together with referenced specifications, standards, construction drawingsspecified on the Contract Documents and the conditions of the Construction Contract cover therequirements of the Federal Aviation Administration (FAA) for the work associated with this project.1.2 REPAIR AND PROTECTIONA. General: Upon completion of inspection, testing, sample taking and similar services, repair damagedconstruction and restore substrates and finishes.B. Protect construction exposed by or for quality control service activities, and protect repaired construction.C. Contractor is responsible for, but not limited to, all repair and protection of existing equipment, systemsand services, associated with or affected by the contract requirements and work area.1.3 INDUSTRY STANDARDSA. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicableconstruction industry standards have the same force and effect as if bound or copied directly into theContract Documents to the extent referenced. Such standards are made a part of the Contract Documents byreference.B. Publication Dates: Comply with the standards in effect as of the date of the Contract Documents.C. Conflicting Requirements: Where compliance with two or more standards is specified and the standardsestablish different or conflicting requirements for minimum quantities or quality levels, comply with themost stringent requirement. Refer uncertainties and requirements that are different but apparently equal tothe COR for a decision before proceeding.1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be theminimum provided or performed. The actual installation may comply exactly with the minimumquantity or quality specified, or it may exceed the minimum within reasonable limits. To comply withthese requirements, indicated numeric values are minimum or maximum, as appropriate, for the contextof the requirements. Refer uncertainties to the COR for a decision before proceeding.D. Copies of Standards: Each entity engaged in construction on the Project must be familiar with industrystandards applicable to its construction activity. Copies of applicable industry standards are not bound withthe Contract Documents.1. Where copies of standards are needed to perform a required construction activity, the Contractor shallobtain copies directly from the publication source and make them available on request.E. Abbreviations and Names: Trade association names and titles of general standards are frequentlyabbreviated. Where abbreviations and acronyms are used in the Specifications or other ContractDocuments, they mean the recognized name of the trade association, standards-generating organization,authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to GaleResearch's "Encyclopedia of Associations" or Columbia Books' "National Trade & ProfessionalAssociations of the U.S.," which are available in most libraries.GENERAL REQUIREMENTS 01000-1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431.4 RECORD DRAWINGSThe Government shall provide the Contractor with an electronic copy of the record drawings in .PDF format.Changes to the original plans, drawings or shop drawings shall be annotated in red.END OF SECTION 01000* * * * *GENERAL REQUIREMENTS 01000-2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543-+SECTION 01010SUMMARY OF WORKPART 1 - GENERAL1.1 SUMMARYA. Scope of Work - These specifications, together with the referenced specifications, standards, anddrawings specified in the contract documents cover the requirements for all work associated with thefollowing work:1. Power Service Building:a. Retrofit 2, single, metal, extra heavy-duty, exit doors with narrow windows(#109 & #110).Relocate signage on doors appropriately.b. Replace 7 (3 single and 2 pairs) metal, extra heavy-duty, exit doors and hardwarewith new insulated metal doors with narrow windows. Replace 2 double door frameswith transoms. Install insulated metal panels in 2 transoms instead of glass. Replacethresholds as required. Paint doors and frames to match existing. Re-hang existingsignage.2. Second floor Control Wing:a. Replace 1 solid metal door and hardware with new metal door with window andrestore a second exit door, by repainting and installing new hardware, weather-strippingand threshold. Re-hang existing signage.3. Control Room:a. Replace 3 pairs of metal fire doors and frames. New doors to have temperedglass narrow lites. New hardware to include automatic opener/closer for handicapaccessibility. New doors to have door sweeps. Hire Johnson Controls to reprogram cardreader, so that opener functions when activated by access cards. All work to be donebetween 12:30 and 05:30 AMThe work is located at the Atlanta Air Route Traffic Control Center, (ARTCC) located in Hampton,Georgia.The General Contractor (GC) shall be expected to work Monday through Friday during day timehours of 0700 AM to 0430 PM. Extensive coordination between the GC and FAA personnel shall berequired at all times in order to maintain an operational facility. Prospective bidders are stronglyrecommended to perform a site visit to assess the actual conditions before submitting a bid. Sitevisits should be arranged thru the Contracting Officer’s Office.B. FAA Holiday Moratorium - No work shall be scheduled or take place during the week of and theweekend preceding and following: The Thanksgiving, Christmas, New Years Holidays and RaceWeekend. Only emergency work to restore critical services to the Facility will be considered and amoratorium waiver must be submitted and approved. The moratorium period will not be countedagainst the contract construction duration of the project.SUMMARY OF WORK 01010- 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543C. Intent of Specifications - This specification identifies all material, labor, and equipment required toperform this work. All work performed and all materials and equipment used are subject to approvalby the Contracting Officer (CO) and /or the Resident Engineer (RE). This shall include but is notlimited to inspection, scheduling, reporting and submittals.D. Title - Titles to division and sections of the specifications and notes and titles on drawings referringto subcontractors, division of work by trade, or type of work, are introduced merely for conveniencein reading the specifications and drawings and do not imply any separate contractual arrangements ofwork assignments. Such separations into titled divisions and sections shall not operate to make theGovernment an arbiter to establish subcontract limits between the contractor and subcontractors, orbetween the subcontractors themselves.E. Contract Documents - The drawings, as shown on the "List of Drawings" in Attachment 2 in eachspecification package, General, Architectural, Mechanical, Electrical, and Southern Standards, allform a part of the construction requirements for this project. The renovation of these systems shall bein accordance with the lines and grades shown on the drawings. The Contractor shall not usedimensions scaled from drawings. All dimensions shown on the drawings shall be field verified bythe contractor prior to any modifications and fabrications. Any discrepancies between the drawingsand specifications and the existing conditions shall be referred to the CO for adjustment before anywork affected is performed.F. Precedence of Contract Documents - In the event of a difference between the following contractprovisions, the order of precedence to determine which provision shall govern is:1. Contract Clauses and Provisions2. Project Specifications3. Project DrawingsAny discrepancies between the contract provisions, the specifications and the contract drawings shallbe referred to the CO for a written determination in accordance with Contract Clause entitled Order ofPrecedence.G. Contracting Officer -The term "Contracting Officer" (CO) as used herein denotes the persondesignated to act on behalf of the Government in the performance of this contract. Where reference ismade to "Federal Aviation Administration" (FAA), "Resident Engineer" (RE), "Contracting Officer'sRepresentative" (COR), or the like, this shall mean the Contracting Officer or his/her authorizedrepresentative.H. Contractor Superintendence - In accordance with Contract Clause entitled SUPERINTENDENCE BYTHE CONTRACTOR, the Contractor shall at all times during performance of this contract and untilthe work is completed and accepted, directly superintend the work or assign and have on site acompetent superintendent with the authority to act for the Contractor.The Contractor shall submit a Project Organizational Chart with the key personnel identified and theirqualifications for the Government’s review and approval.1.2 SPECIAL REQUIREMENTSSUMMARY OF WORK 01010- 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543A. Asbestos Containing Materials. - No new materials supplied by the contractor for thisconstruction shall contain asbestos or lead-based products. The contractor shall verify that allmaterials, including those supplied by third parties, are asbestos free and/or lead-based free materials.1. Contractor certification requirements. - The contractor shall provide to the ContractingOfficer (CO) a signed and notarized document stating that to the best of his/her knowledge,no asbestos containing or lead-based materials were used during the construction,renovation, and/or modernization of this facility.2. Material Safety Data Sheets. - The contractor shall submit Material Safety Data Sheets(MSDS) with all submittals for review and approval by the Contracting Officer. Newmaterials found to contain asbestos and/or lead-based products will be automaticallydisapproved. Copies of all MSDS sheets shall be provided to the facility FAA personnel forthe building records. The contractor shall comply with all health and safety provisionsoutlined in each MSDS and shall follow all OSHA guidelines regarding personnelprotection.3. Hazardous materials.- If the FAA RE suspects the presence of asbestos or lead-basedproducts in the new materials, the FAA will sample the suspect material to verify that noasbestos containing material or lead-based material were used. If these materials are foundto contain asbestos or lead-based products, the cost of the survey and all subsequentremoval/replacement of any hazardous materials shall be at the contractors’ expense.B. Work plan and scheduling. – Prior to the Contracting Officer issuing the Notice To Proceed (NTP),the contractor shall submit for approval a plan and schedule of his work. This schedule shall includeall of the requirements as defined in Section 01042 of this specification.C. Sequence of work. - The contractor shall be responsible for scheduling all aspects of the work andcoordinating among the different trades involved in the project. The contractor shall follow theguidelines outlined in the sequence of work as described in the contract drawings. The FederalAviation Administration has developed a list of milestones that the contractor shall be required tomeet.D. Construction Activities and Milestones. – Construction Activities and Milestones below shall beincluded in the submitted schedule. They are provided for guidance, but are not intended to direct howand when contract activities shall be ordered or take place in the submitted schedule.1. SUBMITTAL APPROVAL2. ORDER LONG LEAD ITEMS3. NOTICE TO PROCEEDa. Scheduled by the FAA’s CO4. ESTABLISH PROTECTION OF PERSONNEL AND EQUIPMENT5. POWER SERVICE BUILDINGa. Room 110 – Remove door (01)b. Retrofit door (01) with window and reinstallc. Room 109 – Remove door (02)d. Retrofit door (02) with window and reinstall, replace thresholde. Room EG102 – Demo double doors (03) and frame with transomf. Install new double doors with windows (03) and frame with transom, replacethresholdSUMMARY OF WORK 01010- 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543g. Room EG104 – Demo door (04)h. Install new door (04) with windowi. Room EG104 – Demo door (05)j. Install new door (05) with window, replace thresholdk. Room 110 – Demo door (06)l. Install new door (06), replace thresholdm. Room EG102 (back side) – Demo double doors (07) and frame with transomn. Install new double doors (07) and frame with transomo. Replace threshold for double doors (13)6. 2 nd FLOOR CONTROL WINGa. Repair door leading to roof (12), replace thresholdb. Remove door T1 (11)c. Install new door (11) with window, replace threshold7. CONTROL ROOMa. East side – Remove double doors and frame (08)b. Install new double doors and frame (08) including automatic door openerc. West Side (1051) – Remove double doors and frame (09)d. Install new double doors and frame (09) including automatic door openere. West Side (1055) – Remove double doors and frame (10)f. Install new double doors and frame (10) including automatic door opener7. REMOVE PERSONNEL AND EQUIPMENT PROTECTIONp. Remove equipment Lockout devices8. EQUIPMENT WARRANTY9. CLOSE JOBE. Driveway Closures - Contractor shall maintain access to the loading dock at all times.END OF SECTION 01010* * * * *SUMMARY OF WORK 01010- 4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01030HOURSSITE ACCESS, CONSTRUCTION LIMITS, USE OF FACILITIES AND WORKPART 1 – GENERAL1.1 SUMMARYA. Existing facility operations. - Construction/demolition shall in no way interfere with Air Traffic ControlOperations. The ARTCC is a 24 hour, seven day a week facility. Extreme care shall be exercised so as not tocause any interference or interruption of service from this facility. Controller functions are vital to the safety ofthe flying public. It is absolutely mandatory that the contractor protects FAA personnel and existing FAAcommunication, electrical and mechanical equipment both inside and outside buildings from damage caused byimpact, water, debris, dust or odor. The contractor shall have the overall responsibility for the performanceand enforcement of all forms of protection within the ARTCC premises against any damages due to workperformed under this contract. Any damages incurred, as a result of construction activity during theperformance of this contract will be repaired/replaced immediately by the contractor at no cost to the FAA.Any work or activity that may impact the National Airspace System (NAS), such as work on critical equipmentor circuits, will require coordination with the Contractor Office Representative (COR). The COR will prepareand submit a work or activity specific “Risk Assessment” for the facility’s review and approval. This processmay take one week to complete. Typically, this type of work or activity is performed from midnight to 05:00am and/or on weekends.B. Construction limits and access. -1. Construction limits.- The contractor shall confine operations, activities, storage of materials andemployee parking within the designated areas, as indicated on the construction staging plan, or asdesignated by the COR. Additional space the contractor deems necessary shall be obtained offsite, at no additional cost to the Government.2. Access. - Access route for the contractor, subcontractors, employees, deliveries, etc., shall be offWoolsey Road, or as designated by the COR. Access to all, parking areas, and loading dock shallbe kept unobstructed. If temporary access obstruction is unavoidable, the contractor shall advisethe COR immediately. Vehicles transporting materials shall not be loaded beyond the capacityprescribed by federal, state, or local laws. Obstruction of existing roadways, driveways, to theARTCC is strictly prohibited.3. Damage to site. - Damage to existing paving, lawns, curbs, sidewalks, and utilities caused by thecontractor's activities shall be repaired immediately. Any damage to the building, interior orexterior, that are a result of the contractor’s activities shall be repaired. All costs of repairs shallbe paid by the contractor. After notice to proceed and prior to the commencement ofconstruction, the contractor and COR shall conduct joint inspections of the existing areas affectedby the construction. Existing damage or defects shall be noted and will be used as the basis fordetermination of damages caused by the contractor's operations.4. The Contractors’ employees shall not use the Cafeteria.C. Inspection of site by contractor. - It is strongly urged that the contractor carefully examine the premises todetermine the extent of work and the conditions under which it must be done.SITE ACCESS CONSTRUCTION LIMITS 01030- 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543D. Government use and access to premises. - The Government reserves the right to enter the constructionarea at any time for work inspection and for the operation of the facility.E. Work hours. - All work hours, shifts, and overtime work shall be coordinated with the COR. Beforecommencing construction, furnish to the COR a statement of hours per day and days per week tonormally be worked and approximate number of persons on the job for a normal work shift.F. Security requirements.1. Personnel List. - Contractor shall provide the COR with a list of contractor personnel who requireaccess to the ARTCC. The list shall be submitted immediately after contract award. The list shallbe kept current during the project and shall include the following:Full name, including middle initialFederal or State issued photo IDDate of BirthPlace of Birth2. Security Investigation and identification. - Contractor's personnel may be subject to securityinvestigation by FAA. The contractor shall promptly complete all security forms provided bythe CO. Contractor's personnel shall report to the FAA security guard at entrance to thefacility and submit proper identification when signing in to obtain an FAA badge which willbe worn on an outside garment, above the waist and below the neck, facing forwards, at alltimes while on the ARTCC premises. This badge shall be returned daily to the security guardwhen leaving the premises, unless otherwise noted.3. Vehicle identification. - Vehicle identification tags will be issued for contractor's andcontractor's employees' vehicles that require access into the ARTCC site. The identificationtags shall be displayed in the windshield of the vehicle at all times when the vehicle is on thesite. The contractor shall be responsible for the collection and return of all vehicle tags whichare no longer required.4. Escort requirement. - Contractor is responsible to provide an escort for his employees. Thiswill required a security background investigation by the FAA. Contractor's personnel shallnot violate any security regulations pertaining to the ARTCC facility. Violators may beremoved from the premises with the right to reenter revocable. Contractor's day-to-day workschedules in the classified areas shall be so arranged to allow for minimum escort.5. Right to search. - Current procedures at FAA facilities include the "right to search." If in thejudgment of the FAA a cause to search a vehicle or the person of personnel exists, suchsearch will be made.6. Replacement of lost identification. - The FAA will provide personnel badges and vehicleidentification tags as described above. It is the contractor's responsibility to return thesebadges and tags daily and upon completion of the project. The contractor shall be liable topay for any FAA badge or tag not returned or replaced at the completion of the work. Thepayment for lost I.D. will be $10.00 for each and every tag or badge not returned or replaced,excluding temporary badges.7. Physical Security. - At the end of each work day, the contractor shall secure all constructionareas by closing and locking all doors and gates. The contractor is responsible for theSITE ACCESS CONSTRUCTION LIMITS 01030- 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543security of the staging area, and shall provide the required measures at no additional expenseto the government.END OF SECTION 01030* * * * *SITE ACCESS CONSTRUCTION LIMITS 01030- 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01040 COORDINATION, LOCAL PERMITS AND TESTINGPART 1 – GENERAL1.1 SUMMARYA. Project coordination. - It shall be the duty of the Contractor to prepare a detailed schedule of workand work layout to resolve conflicts and to assure coordination of the work by different trades.B. Weekly Meeting. - Coordination between the COR and Contractor shall take place weekly at thesite. Special meetings will be scheduled if requested by either the COR or Contractor. The subjectsto be discussed at the progress meetings shall included, but are not limited to, the following:-Safety concerns/Issues-Progress of Work-Previous meeting action items/issues-Field problems-Material and Equipment delivery status-Submittal status/schedules-Progress planned during the upcoming week(s)-Review of changes, and potential effects on the schedule-Construction schedule revisions-Schedule Revisions-Other current businessThe following persons will be expected to attend meetings; FAA COR, Prime ContractorSuperintendent, Project Manager and Project Manager/Superintendents for other major trades.C. Facility Coordination Meeting. - Weekly coordination meeting shall take place between the facilitymanagers, COR and the Contractor’s Project Superintendent.D. Work Affecting Operational Systems. - The contractor shall coordinate all work which hasany or may have any impact on any operational system within the facility through the COR.The contractor shall immediately cease any work which is adversely impacting the operationof the ARTCC and shall immediately repair or restore any portion of the operational systemthat has been damaged or suffered diminished performance as a result of the contractor'sactivities.E. Local permits and Coordination. - The Contractor will be responsible for obtaining andpayment of all building fees, inspection fees, utility connection charges and any other fees orcharges which may be incurred in the performance of this contract.F. Applicable documents. - The contractor shall comply with all local city, county, and stateconstruction codes.1.2 TESTINGA. Contractor's responsibility.- Unless otherwise indicated as the responsibility of another identified entity,Contractor shall provide certified testing and inspection agencies, inspections, tests, and other qualitycontrolservices specified elsewhere in the Contract Documents and required by authorities havingjurisdiction.1. Where individual Sections specifically indicate that certain inspections, tests, and other qualitycontrolservices are the Contractor's responsibility, the Contractor shall employ and pay a qualifiedindependent testing agency to perform quality-control services.COORDINATION, LOCAL PERMITS AND TESTING 01040-1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432. Where individual Sections specifically indicate that certain inspections, tests, and other qualitycontrolservices are the Government's responsibility, the Government will employ and pay a qualifiedindependent testing agency to perform those services.a. Where the Government has engaged a testing agency for testing and inspecting part of the Work,and the Contractor is also required to engage an entity for the same or related element, theContractor shall not employ the entity engaged by the Government, unless agreed to in writingby the Government.B. Retesting - The Contractor is responsible for retesting where results of inspections, tests, or other qualitycontrolservices prove unsatisfactory and indicate noncompliance with Contract Document requirements,regardless of whether the original test was Contractor's responsibility.1. The cost of retesting construction, revised or replaced by the Contractor, is the Contractor'sresponsibility where required tests performed on original construction indicated noncompliance withContract Document requirements.C. Selection and payment. - The contractor shall pay for all testing. The contractor shall select and use acertified and qualified testing laboratory to perform the requirements of this contract. The testinglaboratory shall be certified by the American Association of Laboratory Accreditation.D. Rejected materials or workmanship.- All materials or workmanship or both which have been rejectedby the COR by reasons of failure to conform to the requirements of the Contract Documents shall beremoved and replaced with new, acceptable materials by the contractor at the contractor's ownexpense. Contractor shall also pay for testing of new materials which have been installed in place ofrejected materials.1. The testing laboratory will furnish three copies of each report directly to the COR covering allof its determinations and conclusions. Reports will show all data customarily listed by thelaboratory in reporting on quantities, qualities, and types of materials, together with theircorrelation with the project and applicable Specification Section.END OF SECTION 01040* * * * *COORDINATION, LOCAL PERMITS AND TESTING 01040-2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01042CONSTRUCTION SCHEDULESPART 1 – GENERAL1.1 SUMMARYA. Description. - The work plan and schedule prepared by the contractor shall consist of a Gantt andPert chart(s) and logical narrative plan. The charts shall show all significant activities and shallinclude detailed activities when critical work is to be performed.1.2 PRODUCTSA. Diagrams -1. Show the order of the activities.2. Include construction activities, the submittal and approval of materials, samples and shopdrawings, the procurement of critical materials and equipment, fabrication of special materialsand equipment along with their installation and testing, and costs associated with each activityin the bar chart.B. Progress Schedules. - Within 30 calendar days of contract award, the contractor shall submit theschedule and work plan. A Notice to Proceed will not be issued until the schedule isapproved.1.3 EXECUTIONA. Review and Evaluation. - The Contractor shall participate in a review and evaluation of theproposed schedule with the Contracting Officer. Any revisions necessary as a result of the reviewshall be re-submitted for approval of the Contracting Officer within 14 days after the conference.The approved schedule shall then be used by the contractor for planning, organizing, anddirecting work, reporting progress, and requesting payment for work accomplished. If thecontractor, thereafter, desires to make changes in the schedule, the Contracting Officer shall benotified in writing, stating the reasons for the change. If the Contracting Officer considers thechange to be of a major nature, the contractor may be required to revise the schedule and submit itfor approval, without additional cost to the government.B. Monthly Update. - The contractor shall meet with the COR at monthly intervals to discuss theconstruction progress. If the project is behind schedule and requires a change in the schedule, thecontractor shall submit a revised schedule with a description of the delaying factors and theirimpact, and an explanation of corrective actions taken or proposed.C. Payment. - The monthly update shall show the activities or portions of activities completed duringthe reporting period, and their total value will be the basis for the contractor's periodic request forpayment. Payment will be based on the total value of such activities completed or partiallycompleted after verification by the Contracting Officer.D. Submission Requirements. - Schedule charts shall be on (minimum) 11" x 17" size paper. Updatecharts shall show the date of the latest revision. Schedule charts with revisions and monthlyupdates shall be submitted in three copies.CONSTRUCTION SCHEDULES 01042- 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543E. Requirements for Schedule Chart. -1. Activities.- The significant activities to be included in the schedule chart shall include, but notbe limited to:a) The milestones listed in 01010 1.2. D.b) Any system shutdowns or cut-oversc) Any other significant activities the contractor or FAA feels necessary.2. Format - Contractor should use Microsoft Project, cost loaded. A minimum of 30 activitiesshould be included.F. Shutdown and Cut Over.1. Mechanical Systems. - All shutdowns when permitted and cut overs of computer air handlingunits shall be coordinated with COR. Only one air handling unit shall be off and unavailableat any given time. Equipment shutdown and lock-out shall be accomplished by FAApersonnel.2. Electrical Systems. - New construction shall have no impact on the critical or essentialelectrical service at this facility. However, all electrical connections within live power panelswill be scheduled with the COR at least 14 days in advance. All electrical connections toexisting panels shall be coordinated with FAA personnel. Equipment shutdown and lock-outshall be accomplished by FAA personnel.3. Startup - Initial startup testing and training will be completed by the contractor.G. Acceptance and Warranties.1. The Contractor shall warranty material and equipment furnished by the various manufacturersin writing for period of two (2) years (or not less than the industry standard for the materialspecified, nor the manufacturer’s standard warranty period, whichever is greater) on buildingsystems finishes or equipment from the date of final project acceptance by the FAA.Mechanical equipment in particular (HVAC equipment,) shall be warranted in writing forperiod of three (3) years (or not less than the manufacturer’s standard warranty periodwhichever is greater), from date of final project acceptance by the FAA. The cost of anyextended warranties will be included in the contract sum.H. New utility work. - Interface all existing utility work with new work as indicated in the plans andspecifications.END OF SECTION 01042* * * * *CONSTRUCTION SCHEDULES 01042- 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01300SUBMITTALSPART 1 – GENERALApplicable provisions of this Section and other provisions and requirements of the Contract Documentsapply to all sections, except as modified in Sections of Divisions 2 through 16.1.1 SUMMARYSubmit Shop Drawings, product data, samples, warranties, certificates, test reports and thirdparty disposal letters as required by the contract documents.1.2 RELATED REQUIREMENTSA. Section 01040: Coordination and TestingB. Section 01651: Materials and EquipmentC. Section 01800: Closeout Procedures1.3 SUBMITTALSSubmittals required include, but are not necessarily limited to, the following:A. Submittal scheduleB. Construction progress scheduleC. Submittal log1.4 SUBMISSION REQUIREMENTSA. Number of Copies – Submit, at least 30 days before installation, for approval. Unlessotherwise noted, submit five (5) copies of documents to the Resident Engineer (RE).Three (3) copies will be retained by the RE. If additional copies are required, providethe quantity and submit additional copies to meet this requirement.B. Time for Approval - Receive submittal approvals prior to starting the work. Timenecessary for government approval or disapproval of samples, certificates, test reports,and shop drawings will not be more than thirty (30) calendar days after receipt of asubmittal. All materials installed in the work shall match the approved submittals. Aftera submittal has been approved, no substitutions will be permitted without writtenapproval by the RE. No extension of Contract Time will be authorized because of failureto transmit to the RE sufficiently in advance of the Work to permit processing.C. Submittal Approval - The checking, marking or approval of the submittal by the FAAshall not be construed as a complete check, but will indicate only that the product ormethod of construction and detailing is satisfactory. Approval will not relieve thecontractor of the responsibility for compliance with the specifications or for any errorwhich may exist. The Contractor shall be responsible for the dimensions and design ofSUBMITTALS 01300-1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543adequate connections, details, and satisfactory construction of all work. Possibleapproval actions taken by the FAA include:1. Approved as submitted - If "approved as submitted" is marked by the RE, eachcopy of the submittal will be identified as having received such approval bybeing stamped and dated. After submittal has been approved, no substitutionswill be permitted without written approval by the RE.2. Approved as noted - If "approved as noted" is marked by the RE, the submittalis satisfactory contingent upon Contractor acceptance of corrections, notations,or both, and if accepted, does not require resubmittal.3. Not approved - If "not approved" is marked by the RE, the submittal data doesnot meet job requirements and the Contractor must resubmit the correctedmaterial in the same quantity as specified for the original submittal, within 14days, for approval by the RE. Approval of resubmittals by RE requires anadditional fourteen (14) calendar days.4. Submittal Schedule - Identify within the Contractor’s Construction Schedule aschedule of submittals for shop drawings, material approval, etc., showing thedates when submittals will be submitted for the project.a) Contents - On the schedule indicate the following information:1) Schedule date for submittal2) Related Section number.3) Submittal category (Shop Drawings, Product Data, or Samples).4) Name of the subcontractor (if applicable)5) Description of the part of the Work covered.5. Distribution - Following response to the initial submittal, print and distributecopies to the RE, Government, subcontractors, and other parties required tocomply with submittal dates indicated. When revisions are made, distribute tothe same parties. Delete parties from distribution when they have completedtheir assigned portion of the Work and are no longer involved in constructionactivities.6. Schedule Updates - Revise the schedule after each meeting or activity whererevisions have been recognized or made.D. Construction Progress Schedule – The progress chart to be prepared by the Contractorpursuant to the Contract Clause entitled “SCHEDULES FOR CONSTRUCTIONCONTRACTS” shall consist of network analysis system, or pertchart (barchart). Thecontractor shall be required to complete the work within the contract time limits afterreceipt of Notice to Proceed excluding the FAA holiday moratorium as specified insection 01010.1. Contractor should use Microsoft Project, cost loaded. A minimum of 30 activitiesshould be included.SUBMITTALS 01300-2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432. The diagram shall show a continuous activity flow from left to right. Thediagram shall show the sequence in which the work is to be accomplished asplanned by the Contractor.3. Dates shall be shown on the diagram for start of the project, any milestonesrequired by the contract, and contract completion.4. The critical path shall be clearly identified.5. Network activities shown shall include submittal and review of shop drawingsand samples and procurement of materials and construction activities.6. Government activities that affect progress shall be shown. These include but arenot limited to: Notice-to-Proceed, approvals, and inspections.NO PHYSICAL CONSTRUCTION WORK AT THE SITE MAY TAKE PLACE UNTIL THECONTRACTOR SUBMITS AND THE GOVERNMENT APPROVES THE SCHEDULE.Government review of schedule submittal(s) will not exceed thirty (30) calendar days.Resubmittal, if necessary shall not exceed fourteen (14) calendar days.E. Two-week "Look Ahead" schedule - This schedule may be of the contractor's choosing,either bar chart or CPM form. Only activities scheduled to be occurring during theforecasted two week time periods are to be shown. Schedules shall be submitted weekly.Early and Late Start and Finish dates, and subcontractors involved are data to beincluded in the schedule.F. Submittals - Submit shop drawings, material and equipment lists, and all other datarequired under various headings of these specifications necessary to permitcommencement of work. RE will return the submittals within 30 calendar days afterreceipt, indicating approval or disapproval.G. Submittal Preparation - Place a permanent label or title block on each submittal foridentification. Indicate the name of the entity that prepared each submittal on the labelor title block.1. Transmittals - All submittals shall be accompanied by transmittal lettersidentifying the contents of the submittal. It shall be clearly indicated on thetransmittal letter with a statement and signature of the Contractor that thesubmittal item was verified for compliance with the contract requirements andapproved by the Contractor. Transmittal letters shall consist of one original.2. Contents - Submittals shall be complete and detailed and assembled into sets.Lack of completeness or clarity or inadequate description will be justificationfor disapproval. Submittals shall bear the following information:a) Name of project or facility and contract number;b) Date of submission;c) Contract drawing number and latest revision;d) Specification page and paragraph number;e) Name of contractor and subcontractor or supplier/manufacturer;SUBMITTALS 01300-3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543f) Clearly identified contents and location of work;g) Any proposed variances to specification requirements;h) Contractor’s approval certifying he checked and coordinated the work ofother trades.1.5 SHOP DRAWINGSA. Applicable Documents -B. Presentation - Present drawings in a clear and thorough manner. Identify details byreference to sheet and detail, building wing and section shown on contract drawings.1. Submit newly prepared information drawn accurately to scale. Highlight,encircle, or otherwise indicate deviations from the Contract Documents. Donot reproduce Contract Documents or copy standard information as the basisof Shop Drawings. Standard information prepared without specific referenceto the Project is not a Shop Drawing.2. Shop Drawings include fabrication and installation Drawings, settingdiagrams, schedules, patterns, templates and similar Drawings.C. Contents - Provide the following information on each submittal:1. Submittal number (paragraph 2.1 of this Section) and identify as "Part A" or"Part B" item2. Date of submission3. Name of project and facility (full name)4. Name of Contractor or Subcontractor5. Reference to drawing number (with revision, if applicable) and/orspecification section.6. Clearly identify contents and location of work.7. Contractor's approval certifying he checked and coordinated the work of othertrades.8. Dimensions.9. Identification of products and materials included by sheet and detail number.10. Compliance with specified standards.11. Notation of coordination requirements.12. Notation of dimensions established by field measurement.13. Sheet Size: Except for templates, patterns and similar full-size Drawings,submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than36 by 48 inches.D. Submittal - Submit blue- or black-line prints for the RE's review. Submit five copies, ofwhich three will be retained by the RE.1. One of the prints returned shall be marked up and maintained as a "RecordDocument."2. Do not use Shop Drawings without an appropriate final stamp indicatingaction taken.SUBMITTALS 01300-4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431.6 PRODUCT DATAA. Collect Product Data into a single submittal for each element of construction or system.Product Data includes printed information, such as manufacturer's installationinstructions, catalog cuts, Material Safety Data Sheets (MSDS), standard color charts,roughing-in diagrams and templates, standard wiring diagrams, and performance curves,for all materials brought on site.B. Preparation1. Clearly mark or highlight each copy to identify pertinent site specific productsor models the Contractor intends to use2. Highlight/clearly indicate all performance characteristics and capacities3. Highlight/clearly indicate all dimensions and clearances requiredNote: If the submittal is not clearly marked, regarding the above pertinent data, the submittal will bereturned marked "DISAPPROVED".1.7 WARRANTIES/GUARANTIESA. Assemble two (2) copies with original signatures of warranties executed by each of therespective manufacturers, suppliers, and subcontractors into a warranty book and preparea Table of Contents.B. Additional Data - Provide complete information for each item, include the following:1. Product or work team2. Firm, with name of principal, address, and telephone3. Scope4. Effective dates of warranty based on Final Acceptance of the item.5. Information for owner's personnel on proper procedures to evoke the warrantyin case of failure and instances which might affect the validity of warrantyC. Warranties - Effective after project completion and acceptance by the FAA.1.8 CERTIFICATESAssemble certificates executed by each of the respective manufacturers, suppliers, and subcontractors.A. Additional Data - Provide complete information for each item to certify compliance withcontract documents.1. Product or work item2. Firm, with name of principal3. Scope of compliance4. Signature by an officer of the manufacturer or other individual authorized tosign documents on behalf of the company.SUBMITTALS 01300-5

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543PART 2 – MATERIALNOT USEDPART 3 – EXECUTION3.1 GENERALSubmittals are required for, but not limited to, the items listed in the specifications or on thedrawings. The following is a partial list of submittals required: Schedules, Manufacturer'sLiterature, Shop Drawings, Samples, Test Reports, Warranties, Certificates, Design Calculations,MSDS, and Installation Instructions. This list should not be construed as a complete list of allsubmittals required. Submittal dates shall comply with this specification unless a more stringentdate is specified. Substitutions and all requested changes will require a submittal.3.2 SCHEDULE FOR CRITICAL SUBMITTALSProcess after the construction contract has been awarded and prior to NTP:All Critical Submittals are due 30 calendar days after the contract has been awarded. See belowfor a list of critical submittals. The construction Notice to Proceed (NTP) will not be issued untilall critical submittals are approved. All other submittals shall be submitted and approved prior toinstallation or construction. Critical submittals include the following:1. Section 01300 - Construction Schedule2. Section 08113 – Hollow Metal Doors and Frames3. Section 08710 – Door Hardware4. Section 08713 – Automated Door OpenerNo later than two weeks after the contract has been awarded, the Contractor shall be available toparticipate in a meeting/telecom with the Contracting Officer, Resident Engineer and OfficeProject Engineer to discuss and coordinate the following:1) Contractor’s FAA point of contact for submitting the Critical Submittals.2) Discuss the submittal process and forms.3) Discuss process and forms for request of FAA security badges.4) Discuss the proposed date for Notice to Proceed (NTP)PART 4 – QUALITY ASSURANCENOT USED* * * END OF SECTION * * *SUBMITTALS 01300-6

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01651MATERIALS AND EQUIPMENTPART 1 - GENERAL1-1 SUMMARYA. General. - Material and equipment incorporated into the work shall conform to applicablespecifications and standards and comply with size, make, type and quality specified, or asspecifically approved in writing by the COR. Manufactured and fabricated products shall bedesigned, fabricated and assembled in accordance with the best engineering and shop practices.Like parts of duplicate units shall be manufactured to standard sizes and gages and shall beinterchangeable. Two or more items of the same kind shall be identical and manufactured by thesame manufacturer. Products shall be suitable for service conditions. Equipment capacities, sizesand dimensions shown or specified shall be adhered to unless variations are specifically approvedin writing. Do not use material or equipment for any purpose other than for which it is designedor specified. Furnish and install products specified, under options and conditions for substitutionstated in this section.1. Manufacturer's instructions.- When contract documents require that installation of work shallcomply with manufacturer's printed instructions, copies of such instructions shall bedistributed to parties involved in the installation, including two copies to the COR. Maintainone set of complete instructions at the job site during installation and until completion.Products shall be handled, installed, connected, cleaned and conditioned in strict accordancewith such instructions and in conformity with specified requirements. If job conditions orspecified requirements conflict with manufacturer's instructions, the contractor shall consultwith the COR for further instructions. All work shall be performed in accordance withmanufacturer's instructions. No preparatory step or installation procedure shall be omittedunless specifically modified or exempted by contract documents.2. Transportation and handling. - Products shall be delivered in undamaged condition, inmanufacturer's original containers or packing, with identifying labels intact and legible.Shipments shall be inspected to ensure compliance with requirements of contract documentsand approved submittals, and products are properly protected and undamaged immediately ondelivery. Provide equipment and personnel to handle products by methods to prevent soilingor damage to products or packing.3. Storage. - Unless specified, products shall be stored in accordance with manufacturer'sinstructions, with seals and labels intact and legible. Products subject to damage by theelements shall be stored in weather tight enclosures.4. Temperature. - Temperature and humidity shall be maintained within the ranges required bythe manufactures instructions. Fabricated products shall be stored above the ground, onblocking or skids to prevent soiling or staining. Products which are subject to deteriorationshall be covered with impervious sheet coverings and adequate ventilation shall be providedto avoid condensation.5. Substitutions. - A separate request for each substitution shall be submitted. Each request shallbe supported with complete data substantiating compliance of proposed substitution with therequirements stated in the contract documents. Each request shall include productidentification, manufacturer's literature including address, product description, referencestandards and performance and test data. Samples shall be submitted as applicable. AnMATERIALS AND EQUIPMENT 01651- 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543itemized comparison of the proposed substitution with the product specified shall be included.The following information shall also be included: data relating to changes in the constructionschedule; list of changes required in other work or products; and accurate cost data.Substitute products shall not be ordered or installed without written acceptance. In making aformal request for substitution, the contractor represents that he has investigated the proposedproducts and has determined that it is equal to or superior in all respects to that specified.The contractor ascertains that he will provide same warranties or bonds for substitutions asfor product specified. That he will coordinate installation of accepted substitution into workto be complete in all respects; that he waives claims for additional costs caused bysubstitution which may subsequently become apparent; and that cost data is complete andincludes related costs under his contract. Primarily, an “or equal” product will not beconsidered a substitution. If an actual substitution is accepted, it shall be done only by formalcontract modification and not by a submittal approval.6. New equipment and materials – All contractor supplied materials and equipment that willremain in the government’s custody after contract completion, shall be new. Refurbished andor used equipment and materials are disallowed for construction purposes under this contract.END OF SECTION 01651* * * * *MATERIALS AND EQUIPMENT 01651- 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01652PROTECTION OF WORKPART 1 - GENERAL1.1 SUMMARYA. Requirements Included. - It shall be the Contractor's responsibility to provide protection of workfrom weather, physical damage, improper use, and other adverse natural conditions. It shall bethe responsibility of the Contractor to replace any damaged work including finishes, material, andequipment.1.2 RELATED REQUIREMENTS. - The Respective Section of the Specification covering items of work.Section 01651: Materials and EquipmentSection 01710: CleaningB. Protection during Installation.1. Sleeves. - Provide watertight closures for sleeve openings below grade.2. Building Openings. - Provide protection of temporary openings in the building to completelyprotect the contents and enable work to progress, during winter and all weather conditions.The method and means shall be subject to approval by the COR.3. Base Materials. - Provide protection of base materials to receive finishes from physicaldamage.4. Protection after Installation. - Provide protection of installed products and finished surfaces toprevent damage from subsequent operations. Remove when no longer needed, prior tocompletion of work.5. Floors and Stairs.- Protect finished floors and stairs from dirt and damage:(a)(b)(c)In areas subject to foot traffic, secure heavy sheathing in place.For movement of heavy products, lay planking or similar materials in place.For storage of products, lay tight wood sheathing in place.6. When some activity must take place in order to carry out the contract, obtain and abide byrecommendations of installer for protection of surface. Remove upon completion of theactivity.END OF SECTION 01652* * * *PROTECTION OF WORK 01652- 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01710CLEANINGPART 1 - GENERAL1-1 SUMMARYThe scope of this project will be performed in a partially occupied special use environment. Dailycleaning and protection of critical electronic equipment shall be a requirement. All prospectivebidders are encouraged to visit the project site to ascertain the criticality of maintaining a clean anddust free environment.A. Requirements Included.1-2 PRODUCTS1. Execute cleaning during the progress of work. This includes but not limited to the following:a) Wipe all surfaces within the limits of work at the end of each shift.b) Vacuum all floors where work took place.c) Remove temporary protective covers at the end of each shift.2. Execute cleaning for final inspection.3. Execute cleaning at completion of the work.RELATED REQUIREMENTSSection 01651: Materials and EquipmentSection 01800: Contract Closeout.A. Materials. - Use only those cleaning materials recommended by the manufacturers of the surfacebeing cleaned so as not to create hazards to health or property.1-3 EXECUTIONA. Disposal Requirements. - Conduct cleaning and disposal operations to comply with codes,ordinances, regulations, and anti-pollution laws.B. Dust Control.1. Clean interior spaces prior to the start of finish painting and continue cleaning on as neededbasis until painting is finished.2. Schedule operations so that dust and other contaminants resulting from the cleaning processwill not fall on wet or newly-coated surface.C. Final Cleaning.1. Employ skilled workmen for final cleaning.2. Remove grease, mastic, adhesive, dust, dirt, stains, fingerprints, labels, and other foreignmaterials from visible interior and exterior surfaces.3. Ventilating system:4. Clean permanent filters and replace disposable filters if units were operated duringconstruction. Do not operate blowers and coils without filters during construction.5. Broom clean exterior paved surfaces, repair damaged sod areas with sod and rake. Cleanother surfaces of the grounds.CLEANING 01710-1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095436. Prior to final completion, or owner occupancy, Contractor shall conduct an inspection ofinterior and exterior surfaces, and all work areas to verify that the entire work is clean.7. Wax and polish tile floors affected by construction.D. During Construction. - Maintain all areas under Contractor's control free of extraneous debris.Conduct a specific maintenance program to prevent accumulation of debris at the constructionsite, storage and parking areas, and along access roads and haul routes.E. ARTCC Operational Areas. - Clean up after each work shift.F. Debris Collection. - Provide containers for debris deposit and schedule periodic collections anddisposal of debris. Provide additional collections whenever the periodic schedule is inadequate toprevent accumulation.END OF SECTION 01710* * * * *CLEANING 01710-2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01720OPERATIONS AND MAINTENANCE MANUALSPART 1 – GENERAL1.1 SUMMARYA. The Construction Contractor shall furnish five original copies of the manufacturers' Operations andMaintenance (O&M) manual for equipment as specified. One complete O&M data manual shall befurnished prior to the time that equipment acceptance tests are performed. The remaining O&M datashall be furnished before the contract is completed. O&M data may be prepared by the equipmentmanufacturer and shall be submitted by the Contractor to the Contracting Officer's Representative (COR)as specified.O&M instructions shall be legible and easy to read, with large drawings (when used), folded into themanual. Specific O&M data to be submitted shall, but not limited to, all approved project submittals andvendor data.PART 2 - PRODUCTS2.1 CONTENTSA. The equipment manufacturers' operations and maintenance data shall contain, as a minimum, thefollowing information as applicable:(a)(b)(c)(d)(e)(f)(g)(h)(i)Front matterIntroductionPreparation for use of equipmentPrinciples of operationOperating instructionsMaintenance and servicing instructionsParts listRepair and overhaul instructionsWarranty documents2.2 FRONT MATTERThe front matter consists of a cover or title page, table of contents, and safety precautions.A. COVER. - The cover shall include the following identification: "OPERATIONS ANDMAINTENANCE MANUAL", and include the name of the equipment, system, or facilitycomponent, the name of the Contractor, contract number, and date the manual was prepared.B. TITLE PAGE. - The title page shall contain the same information as the cover, and the followingadditional information: Names, addresses, phone numbers, and principal contact for each contractorand subcontractor installing the equipment, and the equipment manufacturer's local representative foreach item of equipment.C. TABLE OF CONTENTS. - The manual shall contain a table of contents. The table shall list allparts, chapters, sections, and paragraph numbers in the order of presentation used in the text. It shallinclude a list of illustrations and a list of tables, whenever they are included in the manual.OPERATIONS AND MAINTENANCE MANUALS 01720-1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543D. SAFETY PRECAUTIONS. - The manual shall contain safety precautions where hazards may bepresent during installation, operation, or maintenance of the equipment. Hazards may include, butare not limited to; presence of high voltage, electrostatic discharge, radio frequency radiation,radioactive materials, the presence of poisonous fumes or explosive gases, and the depletion ofoxygen in a closed environment. During preparation of the narrative for equipment installation,operation, or maintenance; the point in the narrative where the hazard may be encountered shall bepreceded by a hazard warning or caution statement.2.3 INTRODUCTIONThe manual shall contain an introduction containing the following:(a)(b)(c)(d)(e)(f)(g)(h)(i)(j)Purpose and functions of equipment.Capabilities.Performance characteristics.Description; including model number, dimensions, weight, volume, and center of gravity,when applicable.Power and utility requirements.Environmental limitations.List of items furnished with equipment.List of additional items required for operation and maintenance, but not supplied withequipment.Handling precautions and special storage requirements.Warranty information.2.4 INSTALLATION AND PREPARATION FOR USE INSTRUCTIONSThe manual shall contain unpacking, re-installation and assembly instructions that may be used duringmaintenance operations in the event that the installed equipment must be replaced. The instructions shallinclude requirements for wiring, plumbing, initial lubrication, alignment, and checkout as applicable.2.5 PRINCIPLES OF OPERATIONThe manual shall contain principles of operation technical information suitable for the intended user.2.6 OPERATING INSTRUCTIONSOperating instructions shall include:(a)(b)(c)(d)(e)(f)(g)Illustrations and explanations for all controls and indicators, including settings and readingswhen applicable.Initial adjustment and control settings.Equipment start-up procedures.Normal equipment operation.Operation under emergency, adverse, or abnormal conditions.Shut-down procedures.Emergency shut-down procedures (when required).2.7 MAINTENANCE AND SERVICING INSTRUCTIONSOPERATIONS AND MAINTENANCE MANUALS 01720-2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543Maintenance and servicing instructions shall be provided for both preventive and corrective maintenance.Instructions shall include a list of test equipment, special tools, and materials needed for maintenance andservice. This list shall include nomenclature, part/model number, application, range, and accuracy.Instructions should include illustrations to show how test connections are made. Actions and normalindications shall be shown for each test.A. Cleaning and inspection. - Periodic cleaning and lubrication information including types of cleaningagents and lubrication, and the frequency of lubrication and inspection intervals shall be included.Lubrication points and the type and quantity of lubrication shall be identified. Photographs orillustrations shall be included that clearly show the location of lubrication points.Cleaning and lubrication required during repair and overhaul shall be included in those appropriatesections.B. Performance verification. - For equipment that must be calibrated or certified to performancestandards, instructions for performing the test shall be included.Instructions for the calibration of the test, measurement, and diagnostic equipment needed to restorethe equipment to performance verification shall be provided. These instructions shall be step-by-stepprocedures that will enable the user to check the accuracy of the measurements or readings. Thelocation of all test connections and the values expected at these points shall be included. Data shallinclude the recommended frequency of adjustments and the verification checks required.C. Inspection. - Instructions for inspection of equipment and frequency of inspection for damage andwear shall be provided with emphasis on allowable service limits such as wear, backlash, end play,balance, voltage, resistance, pressure, and/or length and depth of scoring.D. Troubleshooting. - Equipment malfunctions that may occur during operation shall be identified.Equipment troubleshooting data and fault isolation techniques shall include:(a)(b)(c)An indication or symptom of trouble.The instructions necessary, including test setups, to determine the cause of the problem.The action required to restore equipment to operating condition.The troubleshooting information shall be in a chart, logic tree, or tabular format with appropriateheadings, or as a logic, block, or schematic diagram. Troubleshooting data shall include instructionssuitable for identifying the lowest replaceable unit (LRU) that when removed and replaced willrestore the equipment to operation.E. Disassembly, repair, replacement, and reassembly. - Instructions shall be provided that describe thesequential disassembly, repair, replacement, and reassembly of equipment. Test, adjustment, andcheckout data after reassembly shall be provided. Illustrations including exploded views shall beprovided as necessary to support these functions.F. Reprogramming. - A description of re-programmable memory, reprogramming theory, programsetup, program confidence checkout, program loading, and programming procedures shall beprovided for equipment having a programmable memory.G. Preparation for shipment. - Equipment that must be returned to the equipment manufacturer or arepair depot for repairs that cannot be performed at the installed location, shall be furnished withappropriate preparation for shipment instructions.OPERATIONS AND MAINTENANCE MANUALS 01720-3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432.8 PARTS LISTThe manual shall include a parts list containing positive identification of parts in the equipment item.A. Illustrated parts list. - Clear and legible illustrations shall identify component parts and partsrelationship.B. Parts listing. - Part names and part numbers shall be shown on illustrations or tables. When theillustrations do not contain both part numbers and part names, the illustrations and the separatelisting shall show either index reference, or key-numbers that cross-reference from the illustratedparts to a parts list. The parts list shall identify the actual manufacturer/vendor and the part numberor generic description. Parts in the listing shall be grouped by assemblies, subassemblies, andmodules with the parts identified to the assembly from which they are components.C. Common commercial parts.- Common commercial hardware and items that are not of special designsuch as bolts, washers, nuts, screws, fittings, keys, hinges, wire, cable, gasket material, tubing, andhose that are available from a wide range of sources shall be identified by part number or thenotation "Commercial" instead of a part number. The part name including nomenclature ordescription shall be complete enough to facilitate substitution of equivalent items as shown below:Examples:Figure No. Part No. Part Name (Nomenclature or Description)2-4 Commercial Nut, hex head, plain steel, 1/4"-20 UNC-3BS2-5 Commercial Wire, electrical, copper tin plated, No. 14 AWG. 19 strands of No.27 AWG, 0.250 in. dia.D. Recommended spare parts. - The equipment manufacturer or supplier shall provide a list ofrecommended spare parts that are required to support the operational use of the equipment for a oneyear time period. Recommended spare parts that are not "off the shelf" and have a delivery lead timegreater than one month from receipt of order shall be so noted.2.9 OPERATIONAL AND MAINTENANCE ILLUSTRATIONSManuals shall contain illustrations for locating and identifying all components significant to operations andmaintenance. Line drawings, photographs or halftones shall show the configuration and parts relationshipto aid in removal and disassembly procedures. Free hand sketches shall not be acceptable. Whereappropriate, the manual shall contain the following diagrams:(a)(b)(c)(d)(e)(f)(g)(h)(i)Simplified functional blockLocatorPipingHydraulicSchematicFlow ControlElectricalProcess FlowInstrumentationOPERATIONS AND MAINTENANCE MANUALS 01720-4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543Symbols used on illustrations or diagrams shall be ANSI standards or common to the trade or industry.Where nonstandard symbols are used, explanations shall be provided.2.10 OVERHAUL INSTRUCTIONSWhen applicable, the manual shall include overhaul instructions to return the equipment to full operationalcapability. As a minimum, the instructions shall include the following:(a)(b)(c)(d)(e)List of support equipment, special tools, and facilities required.List of mandatory replacement parts.Pre-shop analysis, as applicable.Step-by-step procedures for performing all functions including disassembly, removing, replacing,diagnosing, installing, repairing, assembly, in-process testing, adjusting, and inspecting.Final tests or certification required to assured satisfactory performance of the equipment or systemoverhaul.2.11 EQUIPMENT WARRANTIESThe O&M manuals shall contain warranty documents for all equipment items that are listed in the manual.The warranty shall specify the time that the warranty is in effect from final turnover by the Contractor to theCOR. The warranty shall also include:(a)(b)(c)(d)(e)(f)Equipment name and description as marked on the equipment nameplate.Name, address, phone number, and name of principal contact of the manufacturer or supplier.Local authorized service agency of the manufacturer or supplier including name, address, phonenumber, and principal contact.Manufacturer's warranty statement that specifies the scope of warranty coverage.The manufacturer's specified method or procedure for obtaining warranty service.Supplemental information regarding factors that might invalidate the warranty.PART 3 – EXECUTION(NOT USED)END OF SECTION 01720* * * * *OPERATIONS AND MAINTENANCE MANUALS 01720-5

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01730 - OSHA SAFETY REQUIREMENTSPART 1 – GENERAL1.1 SCOPEA. This section identifies some of the requirements of the OSHA Construction Standard.B. Formulation of a site specific safety plan1.2 CONTRACTOR RESPONSIBILITYA. General Safety Provisions - The Contractor shall bear full responsibility to provide safeworking conditions for its employees and Contractors. The Contractor shall not permitany employee or Subcontractor to work in surroundings or under working conditions thatare unsanitary, hazardous, or dangerous to the health and safety of the employee.B. Accident Prevention - The Contractor shall bear the responsibility of maintaining anaccident prevention program such that frequent and regular inspections of the job site,materials and equipment are made by a competent person designated by the employer.C. Use of Equipment - The Contractor shall not permit the use of any machinery, tool,material, or equipment that is not in compliance with OSHA regulations. The employershall permit only those employees qualified by training and/or experience to operateequipment and machinery.1.3 SUBMITTALSA. Submittals required include, but are not necessarily limited to, the following:1. Contractor Safety Plan1.4 CONTRACTOR RESPONSIBILITYA. The FAA shall not be held responsible for safety inspections to assure Contractorconformance with the OSHA safety regulations. The FAA, however, reserves the rightto notify the Contractor of any deficiencies regarding worker safety.B. The FAA will evaluate the Contractor on its safety performance, including that of itsSubcontractors. The number and severity of safety and security violations will beconsidered in this evaluation. Contractor safety violations are cause for termination fordefault, may result in notification of the Contractor’s bonding company, and will affectthe Contractor’s opportunity to propose on future work. Failure to correct suchdeficiencies may impact the Contractor’s ability to work on future FAA contracts.1.5 OSHA REGULATIONSA. The Contractor shall comply with the latest Occupational Safety and HeathAdministration regulations (CFR 29 Part 1926) regarding safety in the work area.OSHA SAFETY REQUIREMENTS 01730-1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543B. The Contractor shall be responsible for obtaining copies of non-FAA referenceddocuments without additional cost to the FAA. If Contractor requests a copy of FAAdirectives, they may be obtained by contacting the Contracting Officer.C. The Contractor is not relieved from adhering to other OSHA requirements not listedherein. The Contractor shall consult the latest referenced OSHA documents for safetyregulations.1. Documents:a) OSHA Documents:1) CFR 29 Part 1926Safety and Health Regulations for Construction2) CFR 29 Part 1910 General Industry Standards Applicable tob) FAA Documents:Construction Industry1.6 SAFETY PLAN1) FAA Order 3900.49 Control of Hazardous Energy DuringMaintenance, Servicing and RepairThe contractor must develop and implement a site specific comprehensive Health and SafetyPlan (HASP) based on the scope of work, for his or her employees as well as others in the areaand the properties around. It shall cover all aspects of onsite construction operations andactivities associated with the contract. This plan must comply with 29 CFR 1926, FAA Order3900.19B, other applicable health and safety regulations and any project-specific requirements.The contractor must provide the Contracting Officer with a copy of this plan. Acceptance of thecontractor's HASP only signifies that the plan generally conforms to the requirements of thecontract. It does not relieve the contractor of the responsibility for providing with a safe andhealthful work environment. At a minimum the HASP shall address the following:A. Workplace addressB. Name and address of the principal contractorC. Key Personnel, phone nos and addressesD. Estimated duration of the workE. Hazard assessment and identification of the hazards in the scope of workF. Mitigation of hazards and proposed control measures for the risksG. Hazard Communication methodsH. How the controls will be implementedI. Personal Protective EquipmentOSHA SAFETY REQUIREMENTS 01730-2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543J. TrainingK. Temperature ExtremeL. Medical SurveillanceM. Exposure Monitoring and Air SamplingN. Site ControlO. Emergency Response/Contingency PlanP. Emergency Action PlanQ. Confined Space EntryR. Spill ContainmentS. Documentation and Record ControlT. Arrangements for monitoring and reviewing controlsU. Lock-out and Tag-outThe plan must be written so it is easy to understand, signed and dated by the General Contractor.It must be available for the length of the project. The General Contractor cannot allow work tostart unless the plan has been discussed with or a copy given to all relevant people and the plan isreadily available for inspection. The plan must be amended if there are changes in how risks willbe managed. The General Contractor must inform any affected person of the change.PART 2 – MATERIALNOT USEDPART 3 – EXECUTION3.1 CFR 29 PART 1926 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTIONA. This section contains a partial listing of the referenced OSHA standards. The Contractoris responsible for adhering to all applicable regulations including those not specificallyreferenced herein.1. Subpart D (Occupational Health and Environmental Controls) - Contractor shallfurnish adequate supply of potable water in containers clearly marked as potablewater. Containers containing non-potable water shall be clearly marked.Contractor shall furnish toilet facilities based on the number of employeespresent on the job-site. A minimum of 1 facility is required for less than 20employees. See CFR 29 Part 1926 Subpart D for complete requirements.OSHA SAFETY REQUIREMENTS 01730-3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432. Subpart E (Personal Protective Equipment) - The Contractor shall provideadequate protection for the head, hearing, and eyes for all employees working inan area where hazards to the head, ear and eyes exist. See CFR 29 Part 1926Subpart E for complete requirements.3. Subpart I (Tools) - All hand tools and power tools and similar equipmentwhether furnished by the Contractor or the employee shall be maintained andoperated in a safe condition. Personal protection shall be used when applicable.The use of tools shall be limited to the intended use of said tools. See CFR 29Part 1926 Subpart I for complete requirements.4. Subpart K (Electrical) - The Contractor shall furnish ground fault protection forall electrical equipment used on the jobsite. Extension cords shall be three wireground in good shape. Installation of the facilities will require energizingnumerous circuits. The Contractor shall protect against electrical shock bymethods such as posting warning signs, supplying insulated gloves, locking outand tagging de-energized circuits, and other similar methods. See CFR 29 Part1926 Subpart K for complete requirements.3.2 CFR 29 PART 1910 - GENERAL INDUSTRY STANDARDS APPLICABLE TOCONSTRUCTION INDUSTRYA. This section contains a partial listing of the referenced OSHA standards. The Contractoris responsible for adhering to all applicable regulations including those not specificallyreferenced herein.1. Section 1910.147 - Contractor shall maintain a written hazardous energy controlprocedure in accordance with CFR 29 1910.147. The written procedure shalldescribe contractor's responsibilities regarding shift changes or personnelchanges. A specific coordinated lockout/tagout procedure shall be recorded inwriting and signed by the Contractor and Contracting Officer with copies to eachparty.2. Section 1910.120 - The Contractor shall develop and implement an EmergencyResponse and Contingency Plan in accordance with OSHA Standard 29 CFR1910.120. In the event of an emergency associated with remedial action, theContractor shall, without delay, take diligent action to remove or otherwiseminimize the cause of the emergency; alert the Contractor; and institutewhatever measures might be necessary to prevent any repetition of the conditionsof actions leading to, or resulting in, the emergency. Emergency contact namesand telephone numbers shall be posted at all project phones and in site-supportvehicles as well as included within the plan.PART 4 – QUALITY ASSURANCENOT USED* * * END OF SECTION 01730 * * *OSHA SAFETY REQUIREMENTS 01730-4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 01800CONTRACT CLOSE OUTPART 1 - GENERAL1.1 SUMMARYThe contractor shall require each subcontractor engaged upon the work to bear full responsibility forcleaning up during and immediately upon completion of his work. All rubbish, waste, tools,equipment and other apparatus caused by or used in the execution of his work shall be removed. Thisshall in no way be construed to relieve the contractor of his primary responsibility for maintaining thebuilding and the site clean and free of debris, and leaving all work in a clean and proper conditionacceptable to the COR. All exposed floor surfaces shall be protected against all mechanical damage,mortar or plaster droppings, oil, grease, or other damage that will stain or soil the finish. Protectionshall be maintained until all work has been completed.A. Rubbish removal. - Immediately after unpacking, all packing material, case lumber, wrappings, orother rubbish, flammable or otherwise, shall be collected and removed from the building and thepremises.B. Overall cleaning.- Immediately before the final inspection, the entire exterior and interior of thebuilding and the surrounding areas shall be thoroughly cleaned by the contractor, including butnot limited to the following:1. All construction facilities, debris and rubbish shall be removed from the building and the site.2. All finished surfaces disturbed by this construction shall be swept, dusted, vacuumed, washedor polished as required.3. All tools, scaffolding, temporary utility connections or buildings, belonging to the contractoror used under his direction shall be removed from the site.1.2 PROJECT RECORD DOCUMENTSA. Maintenance of documents.- The following documents shall be maintained at the project site:1. Contract drawings2. Contract specifications3. Addenda4. Reviewed shop drawings5. Change orders6. Field test reports7. Project correspondence8. Software information specific to this project9. Other modifications to contractB. Storage and use of documents. - Store record documents apart from documents used forconstruction; do not use record documents for construction purposes. Keep documents in clean,dry, legible condition; provide file cabinets and racks for storage of drawings.C. Marking devices. - Use red colored pencil for all marking.CONTRACT CLOSEOUT 01800-1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543D. Recording and labeling. - Label each document "Project Record" in 1-inch high printed blockletters. Keep record documents current. Do not conceal or cover up any item of work until theinformation has been recorded.E. Submittals. - At completion of project, deliver record documents to COR. Accompany submittalwith transmittal letter containing the following:1. Date2. Project title and number3. Contractor's name and address.4. Title and number of each record document5. Certification that each document as submitted is complete and accurate.6. Signature of contractor, or his authorized representative1.3 CONTRACT DOCUMENTSA. Contract drawings.- Legibly mark to record actual construction:1. Horizontal and vertical location of underground and overhead utilities and appurtenancesreferenced to permanent surface improvements.2. Location of internal utilities and appurtenances concealed in construction referenced tovisible and accessible features of structure.3. Field changes of dimension and detail.4. Changes made by change order or field order.5. Details not on originally specified drawings.B. Contractor specifications and addenda.- Legibly mark each section to record:1. Manufacturer, trade name, catalog number, and supplier of each item of equipment actuallyinstalled.2. Changes made by change order or field order.3. Other matters not originally specified.C. Shop drawings. - Shop drawings shall be maintained as record documents; legibly annotatedrawings to record changes made after review.1.4 COMPLETION CERTIFICATEWhen the contractor considers the work complete, the contractor shall submit written certification thatcontract documents have been reviewed; work has been inspected for compliance with contract;equipment and systems have been tested in the presence of the RE and are operational. Second, thecontractor also certifies that the required operational, and maintenance manuals, data, and parts listhave been submitted and approved; spare parts have been provided as required; required instruction ofmaintenance personnel has been accomplished; work is completed, premises cleaned and ready forinspection; and the warranty certificates from all new equipment manufacturers have been provided.1.5 FINAL INSPECTIONA written request for a final inspection shall be sent to the Resident Engineer fourteen (14) calendardays prior to the requested inspection date. The final inspection shall be scheduled at a mutuallyagreed upon date, and will be acknowledged by the Resident Engineer. The contractor shall developCONTRACT CLOSEOUT 01800-2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543his own pre-final inspection and correct all deficiencies prior to requesting the final inspection. Thepre-final report shall accompany the final inspection request.If, during the final inspection, the Resident Engineer, in concurrence with the inspection team and theContracting Officer, determines that the contractor was not ready for the final inspection, based on thecontractor not meeting all of the contractual requirements, all costs incurred by the Government foradditional inspections shall be deducted from the contract (including but not limited to: travel cost,per diem, salaries of all concerned parties, consultant engineer personnel, and FAA personnel requiredto participate in the final inspection). This dollar amount shall be the actual cost incurred by the FAAto perform the final inspection.1.6 PUNCH LISTDuring the final inspection, the Resident Engineer, in coordination with the regional office and localFAA personnel shall develop a list (Punch List) of all deficiencies (unsatisfactory work, latent orpatent defects, etc.). A copy of the punch list will be furnished to the contractor as a draft list after thefinal inspection, while the original copy will be forwarded to the Contracting Officer. Only oneofficial punch list shall be generated by the inspection team.The Contracting Officer will furnish to the contractor the official punch list within fourteen calendardays after completion of the final inspection. The contractor shall be allowed 30 calendar days tocorrect all deficiencies noted.1.7 ACCEPTANCE OF WORKThe contractor shall correct discrepancies noted during the final inspection, clean the premises, andnotify the Resident Engineer that the work is ready for acceptance. The Resident Engineer shall verifythat the official punch list has been accomplished and initialize and date each item as it is completed.END OF SECTION 01800* * * * *CONTRACT CLOSEOUT 01800-3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 02070 - SELECTIVE DEMOLITIONPART 1 - GENERAL1.1 SUMMARYA. This Section includes the following:1. Demolition and removal of selected building elements.2. Patching and repairs.1.2 DEFINITIONSA. Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or toremain the Government's property.B. Salvage: Items indicated to be salvaged remain the Government's property. Remove, clean, and packor crate items to protect against damage. Identify contents of containers and deliver to Government'sdesignated storage area.C. Existing to Remain: Protect construction indicated to remain against damage and soiling duringselective demolition. When permitted by the COR, items may be removed to a suitable, protectedstorage location during selective demolition and then cleaned and reinstalled in their originallocations.1.3 MATERIALS OWNERSHIPA. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated toremain the Government's property, demolished materials shall become the Contractor's property andshall be removed from the site with further disposition at the Contractor's option.1.4 SUBMITTALSA. Schedule and provide applicable documentation regarding selective demolition activities indicatingthe following:1. Detailed sequence of selective demolition and removal work, with starting and ending dates foreach activity.2. Coordination of shut-off, capping, and continuation of utility services.3. Use of freight elevator and stairs.4. Detailed sequence of selective demolition and removal work to ensure uninterrupted progress ofGovernment's on-site operations.5. Coordination of Government's continuing occupancy of portions of existing building and ofGovernment's partial occupancy of completed Work.SELECTIVE DEMOLITION 02070 - 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543B. Record drawings at Project closeout: Identify and accurately locate capped utilities, if any, otherelectrical and / or mechanical conditions.1.5 QUALITY ASSURANCEA. Demolition Firm Qualifications: Engage an experienced firm that has successfully completed selectivedemolition Work similar to that indicated for this Project.B. Regulatory Requirements: Comply with governing EPA notification regulations and all of OSHA’sstandards before starting selective demolition. Comply with hauling and disposal regulations ofauthorities having jurisdiction.1.6 PROJECT CONDITIONSA. Government will occupy areas of the building immediately adjacent to selective demolition area.Conduct selective demolition so that Government's operations will not be disrupted. Provide not lessthan 10-calendar days notice to Government of activities that will affect Government's operations.B. Storage or sale of removed items or materials on-site will not be permitted.1.7 SCHEDULINGA. Arrange selective demolition schedule so as not to interfere with Government's on-site operations.PART 2 - EXECUTION2.1 EXAMINATIONA. Verify that utilities have been disconnected and capped.B. Survey existing conditions and correlate with requirements indicated to determine extent of selectivedemolition required.C. Inventory and record the condition of items to be removed and reinstalled and items to be removedand salvaged.D. When unanticipated mechanical, electrical, or structural elements that conflict with the intendedfunction or design are encountered, investigate and measure the nature and extent of the conflict.Promptly submit a written report to the COR.E. Perform surveys as the Work progresses to detect hazards resulting from selective demolitionactivities.2.2 UTILITY SERVICESA. Maintain existing utilities in service and protect them against damage during selective demolitionoperations.SELECTIVE DEMOLITION 02070 - 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. Do not interrupt existing utilities serving occupied or operating facilities, except when authorizedby COR. Provide temporary services during interruptions to existing utilities, as acceptable toCOR.a. Provide not less than 7 calendar days notice to Government if shutdown of service isrequired during changeover.B. Utility Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services servingbuilding to be selectively demolished.1. Government will arrange to shut off indicated utilities, if possible, when requested by Contractor.2. Where utility services are required to be removed, relocated, or abandoned, provide bypassconnections to maintain continuity of service to other parts of the building before proceedingwith selective demolition.2.3 PREPARATIONA. Conduct demolition operations and remove debris to ensure minimum interference with roads, streets,walks, and other adjacent occupied and used facilities.1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities withoutpermission from COR. Provide alternate routes around closed or obstructed traffic ways ifrequired by governing regulations.B. Conduct demolition operations to prevent injury to people and damage to adjacent buildings, facilities,and equipment to remain. Ensure safe passage of people around selective demolition areas.2.4 SELECTIVE DEMOLITIONA. Demolish and remove existing construction only to the extent required by new construction and asindicated. Use methods required to complete Work within limitations of governing regulations and asfollows:1. Proceed with selective demolition systematically. Complete selective demolition work withoutdisturbing structural supporting members.2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cuttingmethods least likely to damage construction to remain or adjoining construction. To minimizedisturbance of adjacent surfaces, use hand or small power tools designed for sawing or grinding,not hammering and chopping. Temporarily cover openings to remain.3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existingfinished surfaces.4. Remove structural framing members and lower to ground by method suitable to avoid free falland to prevent ground impact or dust generation.5. Locate selective demolition equipment throughout the structure and remove debris and materialsso as not to impose excessive loads on supporting walls, floors, or framing.6. Dispose of demolished items and materials promptly.SELECTIVE DEMOLITION 02070 - 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095437. Return elements of construction and surfaces to remain to condition existing before start ofselective demolition operations.2.5 PATCHING AND REPAIRSA. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selectivedemolition operations.B. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.1. Completely fill holes and depressions in existing masonry walls to remain with an approvedmasonry patching material, applied according to manufacturer's printed recommendations.C. Restore exposed finishes of patched areas and extend finish restoration into adjoining construction toremain in a manner that eliminates evidence of patching and refinishing.D. Patch and repair floor and wall surfaces in the new space where demolished walls extend one finishedarea into another. Provide a flush and even surface of uniform color and appearance.1. Closely match texture and finish of existing adjacent surface.2. Patch with durable seams that are as invisible as possible. Comply with specified tolerances.3. Where patching smooth painted surfaces, extend final paint coat over entire unbroken surfacecontaining the patch after the surface has received primer and second coat.4. Remove existing floor and wall coverings and replace with new materials, if necessary, toachieve uniform color and appearance.5. Inspect and test patched areas to demonstrate integrity of the installation, where feasible.2.6 DISPOSAL OF DEMOLISHED MATERIALSA. General: Promptly dispose of demolished materials. Do not allow demolished materials toaccumulate on-site.B. Burning: Do not burn demolished materials.C. Disposal: Transport demolished materials off Government's property and legally dispose of them.2.7 CLEANINGA. Sweep daily and as necessary the area of work on completion of selective demolition operation.B. Vacuum daily and as necessary the carpeted area impacted by the work, and minimize dust residuethroughout facility areas impacted by construction activities.C. Change filters on existing air-handling equipment in demolition areas upon completion of selectivedemolition operations or more often as needed.* * END OF SECTION 02070 * *SELECTIVE DEMOLITION 02070 - 4

ADMIN WING BASEMENT RESTROOM RENOVATION PROJECT JULY 2010ATLANTA, GEORGIA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-908233SECTION 07900 - JOINT SEALANTSPART 1 - GENERAL1.1 SUMMARYA. This Section includes low-VOC and Low-Odor joint sealants for the following locations:1. Perimeter joints between interior wall surfaces and frames of interior doors.2. Perimeter joints between exterior wall surfaces and frames of exterior doors.3. Other joints as indicated.1.2 SYSTEM PERFORMANCE REQUIREMENTSA. Provide elastomeric joint sealants that have been produced and installed to establish and tomaintain watertight and airtight continuous seals without causing staining or deterioration ofjoint substrates.B. Provide joint sealants for interior applications that have been produced and installed toestablish and maintain airtight continuous seals that are water resistant and cause no stainingor deterioration of joint substrates.C. Provide products that will not produce off-gassing of VOC’s after product is installed andproperly cured.1.3 SUBMITTALSA. Product data from manufacturers for each joint sealant product required.1. Certification by joint sealant manufacturer that sealants plus the primers and cleanersrequired for sealant installation comply with local regulations controlling use ofvolatile organic compounds.2. Provide Material Safety Data Sheets (MSDS) for the following:a. Elastomeric joint sealantsb. Latex joint sealants.c. Primer.d. Cleaners for nonporous surfaces.B. Samples for initial selection purposes in form of manufacturer's standard bead samples,consisting of strips of actual products showing full range of colors available, for eachproduct exposed to view.C. Certificates from manufacturers of joint sealants attesting that their products comply withspecification requirements and are suitable for the use indicated.JOINT SEALANTS 07900 - 1

ADMIN WING BASEMENT RESTROOM RENOVATION PROJECT JULY 2010ATLANTA, GEORGIA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-908233D. Qualification data complying with requirements specified in "Quality Assurance" article.Include list of completed projects with project names addresses, names of Architects andOwners, plus other information specified.E. Compatibility and adhesion test reports from elastomeric sealant manufacturer indicating thatmaterials forming joint substrates and joint sealant backings have been tested forcompatibility and adhesion with joint sealants. Include sealant manufacturer's interpretationof test results relative to sealant performance and recommendations for primers and substratepreparation needed to obtain adhesion.F. Product test reports for each type of joint sealants indicated, evidencing compliance withrequirements specified.G. Preconstruction field test reports, indicating which products and joint preparation methodsdemonstrate acceptable adhesion to joint substrates.1.4 QUALITY ASSURANCEA. Installer Qualifications: Engage an experienced Installer who has completed joint sealantapplications similar in material, design, and extent to that indicated for Project that haveresulted in construction with a record of successful in-service performance.B. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealants and jointbacker materials from a single manufacturer for each different product required.C. Conduct Testing: Provide comprehensive test data for each type of joint sealant based ontests conducted by a qualified independent testing laboratory on current product formulationswithin a 24-month period preceding date of Contractor's submittal of test results to COTR.1. Test elastomeric sealants for compliance with requirements specified by reference toASTM C920. Include test results for hardness, stain resistance, adhesion and cohesionunder cyclic movement (per ASTM C719), low-temperature flexibility, modulus ofelasticity at 100 percent strain, effects of heat aging, and effects of acceleratedweathering.2. Include test results performed on joint sealants after they have cured for 1 year.1.5 DELIVERY, STORAGE, AND HANDLINGA. Deliver materials to Project site in original unopened containers or bundles with labelsindicating manufacturer, product name and designation, color, expiration period for use, potlife, curing time, and mixing instructions for multi-component materials.B. Store and handle materials in compliance with manufacturer's recommendations to preventtheir deterioration or damage due to moisture, high or low temperatures, contaminants, orother causes.JOINT SEALANTS 07900 - 2

ADMIN WING BASEMENT RESTROOM RENOVATION PROJECT JULY 2010ATLANTA, GEORGIA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-9082331.6 PROJECT CONDITIONSA. Environmental Conditions: Do not proceed with installation of joint sealants under thefollowing conditions:1. When ambient and substrate temperature conditions are outside the limits permitted byjoint sealant manufacturer or below 40 deg F.2. When joint substrates are wet.B. Joint Width Conditions: Do not proceed with installation of joint sealants where joint widthsare less than allowed by joint sealant manufacturer for application indicated.C. Joint Substrate Conditions: Do not proceed with installation of joint sealants untilcontaminants capable of interfering with their adhesion are removed from joint substrates.1.7 SEQUENCING AND SCHEDULINGA. Sequence installation of joint sealants to occur not less than 21 nor more than 30 calendardays after completion of waterproofing, unless otherwise indicated.PART 2 - PRODUCTS2.1 MATERIALS, GENERALA. Compatibility: Provide joint sealants, joint fillers, and other related materials that arecompatible with one another and with joint substrates under conditions of service andapplication, as demonstrated by sealant manufacturer based on testing and field experience.B. Colors: Provide selections made by COTR from manufacturer's full range of standard colorsfor typical applications.C. Provide low VOC sealants. Products must not produce off-gassing after proper curing isachieved.2.2 ELASTOMERIC JOINT SEALANTSA. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curingelastomeric sealants that comply with ASTM C 920.B. Neutral-curing silicone as follows:1. VOC Content: 0 g/L or 0 lbs. Per gallon less water and exempt solvents.2. Type: Type S (ASTM C 920).3. Grade NS (ASTM C 920).JOINT SEALANTS 07900 - 3

ADMIN WING BASEMENT RESTROOM RENOVATION PROJECT JULY 2010ATLANTA, GEORGIA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-9082334. Class: 25 (ASTM C 920).5. Use: NT, A and M.6. Shore A Hardness: 30 (ASTM D 2240)7. Joint Movement Capability (after 14 cure days): Extension: 25%. Compression: 25%.8. Tear Resistance: 18pli (ASTM D 624).9. Elongation at Break: 320 percent (ASTM D 412).10. Tensile Strength: 275psi (ASTM D 412).11. Uses Related to Joint Substrates: Expansion and control joints in concrete andmasonry; metal curtain walls, perimeter caulking of windows; conventional glazing.Adheres to metal, aluminum, galvanized steel, concrete and masonry. For exteriorapplications.12. Available Products: Including but not limited to the following:a. Sonolastic OmniSeal by Sonneborn, ChemRex Inc., 889 Valley Park Drive,Shakopee, MN 55379C. Multi-purpose mildew-resistant silicone sealant:1. VOC Content: 0 g/L or 0 lbs. Per gallon less water and exempt solvents.2. Type: Type S (ASTM C 920).3. Grade NS (ASTM C 920).1. Class: 25 (ASTM C 920).2. Use: NT, G and A.3. Shore A Hardness: 25 (ASTM C 661).4. Ultimate Elongation: 425 percent (ASTM D 412)5. Tensile Strength, psi: 330 (ASTM D 412)6. Movement Capability: 25 (ASTM C 719).7. Extrusion Rate: 350 g/min.8. Use Related to Exposure: NT (non-traffic).9. Uses Related to Joint Substrates: Glass, Aluminum, Tile, Fiberglass, Countertops, andNonstructural glazing. For interior and exterior applications.10. Available Products: Including but not limited to the following:a. Sonolastic OmniPlus by Sonneborn, ChemRex Inc., 889 Valley Park Drive,Shakopee, MN 55379D. Low-Modulus, high-movement, fast-curing sealant:1. VOC Content: 2.07 g/L or 0.02 lbs. per gallon. Complies with low-VOC regulations.2. Type: S (ASTM C 920).3. Grade: NS (ASTM C 290).4. Class: 25 (ASTM C 290).5. Use: NT, M, A, G and O.6. Tensile Strength: 290 psi (ASTM D 412).7. Ultimate Elongation at Break: 865 percent (ASTM D 412).8. Hardness, Shore A: 20 (ASTM C 661).JOINT SEALANTS 07900 - 4

ADMIN WING BASEMENT RESTROOM RENOVATION PROJECT JULY 2010ATLANTA, GEORGIA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-9082339. Tear Strength: 70 lb/in (ASTM D 1004).10. Use: Glass, aluminum, concrete, masonry, wood, stone, curtain wall construction,expansion wall joints. Interior and exterior use. Do not use on horizontal traffic-bearingsurfaces.11. Available Products:a. Sonolastic 150 by Sonneborn, ChemRex, Inc. 889 Valley park Drive, Shakopee,MN 55379.2.3 JOINT SEALANT BACKINGA. General: Provide sealant backings of material and type that are non-staining; are compatiblewith joint substrates, sealants, primers and other joint fillers; and are approved forapplications indicated by sealant manufacturer based on field experience and laboratorytesting. Provide backing and filler material by sealant manufacturer to greatest extentpossible, or products recommended by sealant manufacturer.B. Plastic Foam Joint Fillers: Preformed, compressible, resilient, non-staining, non-waxing,non-extruding strips of flexible plastic foam of material indicated below and of size, shape,and density to control sealant depth and otherwise contribute to producing optimum sealantperformance:1. Open-cell polyurethane foam.2. Closed-cell polyethylene foam, nonabsorbent to liquid water and gas, non-outgassingin unruptured state.C. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealantmanufacturer for preventing sealant from adhering to rigid, inflexible joint filler materials orjoint surfaces at back of joint where such adhesion would result in sealant failure. Provideself-adhesive tape where applicable.2.4 MISCELLANEOUS MATERIALSA. Primer: Material recommended by joint sealant manufacturer where required for adhesion ofsealant to joint substrates indicated, as determined from preconstruction jointsealant-substrate tests and field tests.B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers ofsealants and sealant backing materials, free of oily residues or other substances capable ofstaining or harming in any way joint substrates and adjacent nonporous surfaces, andformulated to promote optimum adhesion of sealants with joint substrates.C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants andsurfaces adjacent to joints.JOINT SEALANTS 07900 - 5

ADMIN WING BASEMENT RESTROOM RENOVATION PROJECT JULY 2010ATLANTA, GEORGIA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-908233PART 3 - EXECUTION3.1 EXAMINATIONA. Examine joints indicated to receive joint sealants, with Installer present, for compliance withrequirements for joint configuration, installation tolerances, and other conditions affectingjoint sealant performance. Do not proceed with installation of joint sealants untilunsatisfactory conditions have been corrected.3.2 PREPARATIONA. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants tocomply with recommendations of joint sealant manufacturer and the following requirements:1. Remove all foreign material from joint substrates that could interfere with adhesion ofjoint sealant, including dust, paints (except for permanent, protective coatings testedand approved for sealant adhesion and compatibility by sealant manufacturer), oldjoint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.2. Clean concrete, masonry, unglazed surfaces of ceramic tile, and similar porous jointsubstrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or acombination of these methods to produce a clean, sound substrate capable ofdeveloping optimum bond with joint sealants. Remove loose particles remaining fromabove cleaning operations by vacuuming or blowing out joints with oil-freecompressed air.3. Clean metal, glass and other nonporous surfaces with chemical cleaners or other meansthat do not stain, harm substrates, or leave residues capable of interfering withadhesion of joint sealants.B. Joint Priming: Prime joint substrates where indicated or where recommended by jointsealant manufacturer based on preconstruction joint sealant-substrate tests or priorexperience. Apply primer to comply with joint sealant manufacturer's recommendations.Confine primers to areas of joint sealant bond; do not allow spillage or migration ontoadjoining surfaces.C. Masking Tape: Use masking tape where required to prevent contact of sealant withadjoining surfaces that otherwise would be permanently stained or damaged by such contactor by cleaning methods required to remove sealant smears. Remove tape immediately aftertooling without disturbing joint seal.3.3 INSTALLATION OF JOINT SEALANTSA. General: Comply with joint sealant manufacturer's printed installation instructions applicableto products and applications indicated, except where more stringent requirements apply.B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use ofjoint sealants as applicable to materials, applications, and conditions indicated.JOINT SEALANTS 07900 - 6

ADMIN WING BASEMENT RESTROOM RENOVATION PROJECT JULY 2010ATLANTA, GEORGIA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-908233C. Installation of Sealant Backings: Install sealant backings to comply with the followingrequirements:1. Install joint fillers of type indicated to provide support of sealants during applicationand at position required to produce the cross-sectional shapes and depths of installedsealants relative to joint widths that allow optimum sealant movement capability.a. Do not leave gaps between ends of joint fillers.b. Do not stretch, twist, puncture, or tear joint fillers.c. Remove absorbent joint fillers that have become wet prior to sealant applicationand replace with dry material.2. Install bond breaker tape between sealants where backer rods are not used betweensealants and joint fillers or back of joints.D. Installation of Sealants: Install sealants by proven techniques that result in sealants directlycontacting and fully wetting joint substrates, completely filling recesses provided for eachjoint configuration, and providing uniform, cross-sectional shapes and depths relative to jointwidths that allow optimum sealant movement capability. Install sealants at the same timesealant backings are installed.E. Tooling of Non-sag Sealants: Immediately after sealant application and prior to timeskinning or curing begins, tool sealants to form smooth, uniform beads of configurationindicated, to eliminate air pockets, and to ensure contact and adhesion of sealant with sidesof joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agentsthat discolor sealants or adjacent surfaces or are not approved by sealant manufacturer.1. Provide concave joint configuration per Figure 5A in ASTM C1193, unless otherwiseindicated.2. Use masking tape to protect adjacent surfaces of recessed tooled joints.3.4 CLEANING: Clean off excess sealants or sealant smears adjacent to joints as workprogresses by methods and with cleaning materials approved by manufacturers of jointsealants and of products in which joints occur.3.5 PROTECTION: Protect joint sealants during and after curing period from contact withcontaminating substances or from damage resulting from construction operations or othercauses so that they are without deterioration or damage at time of Substantial Completion.If, despite such protection, damage or deterioration occurs, cut out and remove damaged ordeteriorated joint sealants immediately so that and installations with repaired areas areindistinguishable from original work.END OF SECTION 07900JOINT SEALANTS 07900 - 7

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 08113 - HOLLOW METAL DOORS AND FRAMESPART 1 - GENERAL1.1 SUMMARYA. Section Includes:1. Interior standard hollow metal doors and frames. Exterior standard hollow metal doorsand frames.1.2 DEFINITIONSA. Minimum Thickness: Minimum thickness of base metal without coatings.B. Standard Hollow Metal Work: Hollow metal work fabricated according to ANSI/SDI A250.8.C. Custom Hollow Metal Work: Hollow metal work fabricated according to ANSI/NAAMM-HMMA 861.1.3 SUBMITTALSA. Product Data: For each type of product indicated. Include construction details, materialdescriptions, core descriptions, fire-resistance rating, and finishes.B. Shop Drawings: Include the following:1. Elevations of each door design.2. Details of doors, including vertical and horizontal edge details and metal thicknesses.3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.4. Locations of reinforcement and preparations for hardware.5. Details of each different wall opening condition.6. Details of anchorages, joints, field splices, and connections.7. Details of accessories.8. Details of moldings, removable stops, and glazing.9. Details of conduit and preparations for power, signal, and control systems.C. Oversize Construction Certification: For assemblies required to be fire rated and exceedinglimitations of labeled assemblies.D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualifiedtesting agency, for each type of hollow metal door and frame assembly.1.4 QUALITY ASSURANCEA. Source Limitations: Obtain hollow metal work from single source from single manufacturer.HOLLOW METAL DOORS AND FRAMES 08113 - 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543B. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeledby a qualified testing agency, for fire-protection ratings indicated, based on testing as close toneutral pressure as possible according to NFPA 252 or UL 10B.1. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies,provide certification by a qualified testing agency that doors comply with standardconstruction requirements for tested and labeled fire-rated door assemblies except forsize.2. Temperature-Rise Limit: Where indicated At vertical exit enclosures and exitpassageways, provide doors that have a maximum transmitted temperature end point ofnot more than 450 deg F above ambient after 30 minutes of standard fire-test exposure.C. Fire-Rated, Borrowed-Light Frame Assemblies: Assemblies complying with NFPA 80 that arelisted and labeled, by a testing and inspecting agency acceptable to authorities havingjurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257 orUL 9 UBC Standard 7-4. Label each individual glazed lite.D. Smoke-Control Door Assemblies: Comply with NFPA 105 or UL 1784.E. Preinstallation Conference: Conduct conference at Project site.1.5 DELIVERY, STORAGE, AND HANDLINGA. Deliver hollow metal work palletized, wrapped, or crated to provide protection during transitand Project-site storage. Do not use nonvented plastic.1. Provide additional protection to prevent damage to finish of factory-finished units.B. Deliver welded frames with two removable spreader bars across bottom of frames, tack weldedto jambs and mullions.C. Store hollow metal work under cover at Project site. Place in stacks of five units maximum in avertical position with heads up, spaced by blocking, on minimum 4-inch- high wood blocking.Do not store in a manner that traps excess humidity.1. Provide minimum 1/4-inch space between each stacked door to permit air circulation.1.6 PROJECT CONDITIONSA. Field Measurements: Verify actual dimensions of openings by field measurements beforefabrication.1.7 COORDINATIONA. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings,templates, and directions for installing anchorages, including sleeves, concrete inserts, anchorbolts, and items with integral anchors. Deliver such items to Project site in time for installation.HOLLOW METAL DOORS AND FRAMES 08113 - 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543PART 2 - PRODUCTS2.1 MANUFACTURERSA. Manufacturers: Subject to compliance with requirements, available manufacturers offeringproducts that may be incorporated into the Work include, but are not limited to, the following:1. Amweld Building Products, LLC.2. Benchmark; a division of Therma-Tru Corporation.3. Ceco Door Products; an Assa Abloy Group company.4. Curries Company; an Assa Abloy Group company.5. Deansteel Manufacturing Company, Inc.6. Firedoor Corporation.7. Fleming Door Products Ltd.; an Assa Abloy Group company.8. Habersham Metal Products Company.2.2 MATERIALSA. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitablefor exposed applications.B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free ofscale, pitting, or surface defects; pickled and oiled.C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; withminimum A40 G60 or A60 metallic coating.D. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z coating designation; millphosphatized.1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008Mor ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M,Class B.E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.F. Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for applicationindicated, fabricated from corrosion-resistant materials, with clips or other accessory devices forattaching hollow metal frames of type indicated.G. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according toASTM C 143/C 143M.H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consistingof fibers manufactured from slag or rock wool with 6- to 12-lb/cu. ft. density; with maximumflame-spread and smoke-development indexes of 25 and 50, respectively; passing ASTM E 136for combustion characteristics.I. Glazing: Comply with requirements in Section 08800 "GLAZING".HOLLOW METAL DOORS AND FRAMES 08113 - 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543J. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dryfilm thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers,sulfur components, and other deleterious impurities.2.3 STANDARD HOLLOW METAL DOORSA. General: Provide doors of design indicated, not less than thickness indicated; fabricated withsmooth surfaces, without visible joints or seams on exposed faces unless otherwise indicated.Comply with ANSI/SDI A250.8.1. Design: Flush panel2. Core Construction: Manufacturer's standard kraft-paper honeycomb, polystyrene,polyurethane, polyisocyanurate, mineral-board, or vertical steel-stiffener core.a. Fire Door Core: As required to provide fire-protection ratings indicated.b. Thermal-Rated (Insulated) Doors: Where indicated, provide doors fabricated withthermal-resistance value (R-value) of not less than 4.0 deg F x h x sq. ft./Btu whentested according to ASTM C 1363.1) Locations: Exterior doors and interior doors where indicated.3. Vertical Edges for Single-Acting Doors: Manufacturer's standard.a. Beveled Edge: 1/8 inch in 2 inches.4. Vertical Edges for Double-Acting Doors: Round vertical edges with 2-1/8-inch radius.5. Top and Bottom Edges: Closed with flush or inverted 0.042-inch- thick, end closures orchannels of same material as face sheets.6. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steel Doorsand Frames."B. Exterior Doors: Face sheets fabricated from metallic-coated steel sheet. Provide doorscomplying with requirements indicated below by referencing ANSI/SDI A250.8 for level andmodel and ANSI/SDI A250.4 for physical performance level:1. Level 2 and Physical Performance Level B (Heavy Duty), Model 2 (Seamless)2. Level 3 and Physical Performance Level A (Extra Heavy Duty), Model 2 (Seamless)3. Level 4 and Physical Performance Level A (Maximum Duty), Model 2 (Seamless).C. Interior Doors: Face sheets fabricated from cold-rolled steel sheet. Provide doors complyingwith requirements indicated below by referencing ANSI/SDI A250.8 for level and model andANSI/SDI A250.4 for physical performance level:1. Level 2 and Physical Performance Level B (Heavy Duty), Model 2 (Seamless) – InteriorDoors, unless noted otherwise.2. Level 3 and Physical Performance Level A (Extra Heavy Duty), Model 2 (Seamless) –Secure Interior Doors, unless noted otherwise.3. Level 4 and Physical Performance Level A (Maximum Duty), Model 2 (Seamless) – LinkDoors, unless noted otherwise.HOLLOW METAL DOORS AND FRAMES 08113 - 4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543D. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcing platesfrom same material as door face sheets.E. Fabricate concealed stiffeners and hardware reinforcement from either cold- or hot-rolled steelsheet.2.4 STANDARD HOLLOW METAL FRAMESA. General: Comply with ANSI/SDI A250.8 and with details indicated for type and profile.B. Exterior Frames: Fabricated from metallic-coated steel sheet.1. Fabricate frames with mitered or coped corners.2. Fabricate frames full profile welded unless otherwise indicated.3. Frames for Level 2 Steel Doors: 0.053-inch- thick steel sheet.4. Frames for Level 3 Steel Doors: 0.053-inch- thick steel sheet.5. Frames for Level 4 Steel Doors: 0.067-inch- thick steel sheet.C. Interior Frames: Fabricated from cold-rolled steel sheet.1. Fabricate frames with mitered or coped corners.2. Fabricate frames as knocked down unless otherwise indicated.3. Fabricate knocked-down, drywall slip-on frames for in-place gypsum board partitions.4. Frames for Level 2 Steel Doors: 0.053-inch- thick steel sheet.5. Frames for Level 3 Steel Doors: 0.053-inch- thick steel sheet.6. Frames for Level 4 Steel Doors: 0.067-inch- thick steel sheet.7. Frames for Borrowed Lights: Same as adjacent door frame.D. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement platesfrom same material as frames.2.5 FRAME ANCHORSA. Jamb Anchors:1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, notless than 0.042 inch thick, with corrugated or perforated straps not less than 2 incheswide by 10 inches long; or wire anchors not less than 0.177 inch thick.2. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042inch thick.3. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors.4. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inchdiameterbolts with expansion shields or inserts. Provide pipe spacer from frame to wall,with throat reinforcement plate, welded to frame at each anchor location.B. Floor Anchors: Formed from same material as frames, not less than 0.042 inch thick, and asfollows:1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.HOLLOW METAL DOORS AND FRAMES 08113 - 5

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips,allowing not less than 2-inch height adjustment. Terminate bottom of frames at finishfloor surface.2.6 HOLLOW METAL PANELSA. Provide hollow metal panels of same materials, construction, and finish as specified foradjoining hollow metal work.2.7 STOPS AND MOLDINGSA. Moldings for Glazed Lites in Doors: Minimum 0.032 inch thick, fabricated from same materialas door face sheet in which they are installed.B. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch highunless otherwise indicated.C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch thick, fabricated from samematerial as frames in which they are installed.2.8 ACCESSORIESA. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors.B. Ceiling Struts: Minimum 1/4-inch-thick by 1-inch- wide steel.C. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick.2.9 FABRICATIONA. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately formmetal to required sizes and profiles, with minimum radius for thickness of metal. Wherepractical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Projectsite, clearly identify work that cannot be permanently factory assembled before shipment.B. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117.C. Hollow Metal Doors:1. Exterior Doors: Provide weep-hole openings in bottom of exterior doors to permitmoisture to escape. Seal joints in top edges of doors against water penetration.2. Glazed Lites: Factory cut openings in doors.3. Astragals: Provide overlapping astragal on one leaf of pairs of doors where required byNFPA 80 for fire-performance rating or where indicated. Extend minimum 3/4 inchbeyond edge of door on which astragal is mounted.D. Hollow Metal Frames: Where frames are fabricated in sections due to shipping or handlinglimitations, provide alignment plates or angles at each joint, fabricated of same thickness metalas frames.HOLLOW METAL DOORS AND FRAMES 08113 - 6

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth,flush, and invisible.2. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible faceseams or joints, fabricated from same material as door frame. Fasten members atcrossings and to jambs by butt welding.3. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fastenersunless otherwise indicated.4. Grout Guards: Weld guards to frame at back of hardware mortises in frames to begrouted.5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spotwelds per anchor.6. Jamb Anchors: Provide number and spacing of anchors as follows:a. Masonry Type: Locate anchors not more than 18 inches from top and bottom offrame. Space anchors not more than 32 inches o.c. and as follows:1) Two anchors per jamb up to 60 inches high.2) Three anchors per jamb from 60 to 90 inches high.3) Four anchors per jamb from 90 to 120 inches high.4) Four anchors per jamb plus 1 additional anchor per jamb for each 24 inchesor fraction thereof above 120 inches high.b. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom offrame. Space anchors not more than 32 inches o.c. and as follows:1) Three anchors per jamb up to 60 inches high.2) Four anchors per jamb from 60 to 90 inches high.3) Five anchors per jamb from 90 to 96 inches high.4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inchesor fraction thereof above 96 inches high.5) Two anchors per head for frames above 42 inches wide and mounted inmetal-stud partitions.c. Compression Type: Not less than two anchors in each jamb.d. Postinstalled Expansion Type: Locate anchors not more than 6 inches from topand bottom of frame. Space anchors not more than 26 inches o.c.7. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers asfollows. Keep holes clear during construction.a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.E. Fabricate concealed stiffeners, edge channels, and hardware reinforcement from either cold- orhot-rolled steel sheet.F. Hardware Preparation: Factory prepare hollow metal work to receive templated mortisedhardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the DoorHardware Schedule and templates furnished as specified in Section 08 71 00 "Door Hardware."1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8.HOLLOW METAL DOORS AND FRAMES 08113 - 7

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432. Reinforce doors and frames to receive nontemplated, mortised and surface-mounted doorhardware.3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Seriesspecifications for preparation of hollow metal work for hardware.4. Coordinate locations of conduit and wiring boxes for electrical connections withDivision 26 Sections.G. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Formcorners of stops and moldings with butted or mitered hairline joints.1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollowmetal work.2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that eachglazed lite is capable of being removed independently.3. Provide fixed frame moldings on outside of exterior and on secure side of interior doorsand frames.4. Provide loose stops and moldings on inside of hollow metal work.5. Coordinate rabbet width between fixed and removable stops with type of glazing andtype of installation indicated.2.10 STEEL FINISHESA. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pretreating.1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primercomplying with ANSI/SDI A250.10 acceptance criteria; recommended by primermanufacturer for substrate; compatible with substrate and field-applied coatings despiteprolonged exposure.PART 3 - EXECUTION3.1 EXAMINATIONA. Examine substrates, areas, and conditions, with Installer present, for compliance withrequirements for installation tolerances and other conditions affecting performance of the Work.B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frameinstallation.C. For the record, prepare written report, endorsed by Installer, listing conditions detrimental toperformance of the Work.D. Proceed with installation only after unsatisfactory conditions have been corrected.3.2 PREPARATIONA. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding,filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposedfaces.HOLLOW METAL DOORS AND FRAMES 08113 - 8

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543B. Prior to installation, adjust and securely brace welded hollow metal frames for squareness,alignment, twist, and plumbness to the following tolerances:1. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees fromjamb perpendicular to frame head.2. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel toplane of wall.3. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallellines, and perpendicular to plane of wall.4. Plumbness: Plus or minus 1/16 inch, measured at jambs on a perpendicular line fromhead to floor.C. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted doorhardware.3.3 INSTALLATIONA. General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened inplace; comply with Drawings and manufacturer's written instructions.B. Hollow Metal Frames: Install hollow metal frames of size and profile indicated. Comply withANSI/SDI A250.11.1. Set frames accurately in position, plumbed, aligned, and braced securely until permanentanchors are set. After wall construction is complete, remove temporary braces, leavingsurfaces smooth and undamaged.a. At fire-protection-rated openings, install frames according to NFPA 80.b. Where frames are fabricated in sections because of shipping or handlinglimitations, field splice at approved locations by welding face joint continuously;grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.c. Install frames with removable glazing stops located on secure side of opening.d. Install door silencers in frames before grouting.e. Remove temporary braces necessary for installation only after frames have beenproperly set and secured.f. Check plumbness, squareness, and twist of frames as walls are constructed. Shimas necessary to comply with installation tolerances.g. Field apply bituminous coating to backs of frames that are filled with groutcontaining antifreezing agents.2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,and secure with postinstalled expansion anchors.a. Floor anchors may be set with powder-actuated fasteners instead of postinstalledexpansion anchors if so indicated and approved on Shop Drawings.3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames.4. Concrete Walls: Solidly fill space between frames and concrete with grout. Takeprecautions, including bracing frames, to ensure that frames are not deformed or damagedby grout forces.HOLLOW METAL DOORS AND FRAMES 08113 - 9

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095435. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalledexpansion anchors. Countersink anchors, and fill and make smooth, flush, and invisibleon exposed faces.6. In-Place Gypsum Board Partitions: Secure frames in place with postinstalled expansionanchors through floor anchors at each jamb. Countersink anchors, and fill and makesmooth, flush, and invisible on exposed faces.7. Ceiling Struts: Extend struts vertically from top of frame at each jamb to overheadstructural supports or substrates above frame unless frame is anchored to masonry or toother structural support at each jamb. Bend top of struts to provide flush contact forsecuring to supporting construction. Provide adjustable wedged or bolted anchorage toframe jamb members.8. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment,twist, and plumb to the following tolerances:a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degreesfrom jamb perpendicular to frame head.b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal lineparallel to plane of wall.c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs onparallel lines, and perpendicular to plane of wall.d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.C. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specifiedbelow. Shim as necessary.1. Non-Fire-Rated Standard Steel Doors:a. Jambs and Head: 1/8 inch plus or minus 1/16 inch.b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch.c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch.d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4inch.2. Fire-Rated Doors: Install doors with clearances according to NFPA 80.3. Smoke-Control Doors: Install doors according to NFPA 105.D. Glazing: Comply with installation requirements in Section 08800 "GLAZING" and withhollow metal manufacturer's written instructions.1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly notmore than 9 inches o.c. and not more than 2 inches o.c. from each corner.3.4 ADJUSTING AND CLEANINGA. Final Adjustments: Check and readjust operating hardware items immediately before finalinspection. Leave work in complete and proper operating condition. Remove and replacedefective work, including hollow metal work that is warped, bowed, or otherwise unacceptable.B. Remove grout and other bonding material from hollow metal work immediately afterinstallation.HOLLOW METAL DOORS AND FRAMES 08113 - 10

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas ofprime coat and apply touchup of compatible air-drying, rust-inhibitive primer.END OF SECTION 08113HOLLOW METAL DOORS AND FRAMES 08113 - 11

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543THIS PAGE INTENTIONALLY LEFT BLANKHOLLOW METAL DOORS AND FRAMES 08113 - 12

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 08710 - DOOR HARDWAREPART 1 - GENERAL1.1 SUMMARYA. This Section includes items known commercially as finish or door hardware that are requiredfor swing, except special types of unique hardware specified in the same sections as the doorsand door frames on which they are installed.B. This Section includes the following:1. Hinges.2. Lock cylinders and keys.3. Lock and latch sets.4. Bolts.5. Closers.6. Exit Devices.7. Miscellaneous door control devices.8. Protection Plates.9. Gasketing for interior doors.10. Astragals or meeting seals on pairs of doors.11. Thresholds.C. Products furnished but not installed under this Section include:1. Cylinders for locks on doors.2. Final replacement cores and keys to be installed by Government.1.2 REFERENCE STANDARDSA. American National Standards Institute (ANSI)1. A 117.1 - American National Standard for Buildings and Facilities ProvidingAccessibility and Usability for Physically Handicapped People.2. A 156.1 Butts and Hinges3. A 156.2 Bored and Preassembled4. A 156.3 Exit Devices5. A 156.4 Door Controls6. A 156.5 Auxiliary Locks and Associated Products7. A 156.6 Architectural Door Trim8. A 156.7 Template Hinge Dimensions9. A 156.8 Door Controls-Overhead Stops and Holders10. A 156.12 Interconnected Locks and Latches11. A 156.13 Mortise Locks and Latches12. A 156.14 Sliding and Folding Door Hardware13. A 156.15 Closer Holder Release Devices14. A 156.16 Auxiliary Hardware15. A 156.18 Materials and FinishesB. National Fire Protection Association (NFPA)1. 80 - Standard for Fire Doors and Fire Windows2. 101 - Life Safety Code.C. Underwriting Laboratories (UL)DOOR HARDWARE 08710 - 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. 288 - UL Standard for Safety Door Closers-Holders, with or without Integral SmokeDetectors1.3 SUBMITTALSA. Product data including manufacturers' technical product data for each item of door hardware,installation instructions, maintenance of operating parts and finish, and other informationnecessary to show compliance with requirements.B. Final hardware schedule coordinated with doors, frames, and related work to ensure propersize, thickness, hand, function, and finish of door hardware.1. Final Hardware Schedule Content: Based on hardware indicated, organize schedule into"hardware sets" indicating complete designations of every item required for each door oropening. Include the following information:a. Type, style, function, size, and finish of each hardware item.b. Name and manufacturer of each item.c. Fastenings and other pertinent information.d. Location of each hardware set cross referenced to indications on Drawings both onfloor plans and in door and frame schedule.e. Explanation of all abbreviations, symbols, and codes contained in schedule.f. Mounting locations for hardware.g. Door and frame sizes and materials.h. Keying information.2. Submittal Sequence: Submit final schedule at earliest possible date particularly whereacceptance of hardware schedule must precede fabrication of other work that is critical inthe Project construction schedule. Include with schedule the product data, samples, shopdrawings of other work affected by door hardware, and other information essential to thecoordinated review of schedule.3. Keying Schedule: Submit separate detailed schedule indicating clearly how theGovernment's final instructions on keying of locks has been fulfilled.C. Templates for doors, frames, and other work specified to be factory prepared for theinstallation of door hardware. Check shop drawings of other work to confirm that adequateprovisions are made for locating and installing door hardware to comply with indicatedrequirements.D. Samples of each type of exposed hardware unit in finish indicated and tagged with fulldescription for coordination with schedule. Submit samples prior to submission of finalhardware schedule.1. Samples will be returned to the supplier. Units that are acceptable and remain undamagedthrough submittal, review, and field comparison process may, after final check ofoperation, be incorporated in the Work, within limitations of keying coordinationrequirements.E. Provide information for operation and maintenance data for all products in this Section. Referto Section 01782, “Operation and Maintenance Manual Data.”1.4 QUALITY ASSURANCEA. Single Source Responsibility: Obtain each type of hardware such as latch and lock sets,hinges, and closers, from a single manufacturer.DOOR HARDWARE 08710 - 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543B. Supplier Qualifications: A recognized architectural door hardware supplier, with warehousingfacilities in the Project's vicinity, that has a record of successful in-service performance forsupplying door hardware similar in quantity, type, and quality to that indicated for this Projectand that employs an experienced architectural hardware consultant (AHC) who is available toGovernment and Contractor, at reasonable times during the course of the Work, forconsultation.1. Require supplier to meet with COTR to finalize keying requirements and to obtain finalinstructions in writing.C. Fire-Rated Openings: Provide door hardware for fire-rated openings that complies with NFPAStandard No. 80 and requirements of authorities having jurisdiction. Provide only items ofdoor hardware that are listed and are identical to products tested by UL, Warnock Hersey, FM,or other testing and inspecting organization acceptable to authorities having jurisdiction for useon types and sizes of doors indicated in compliance with requirements of fire-rated door anddoor frame labels.1.5 PRODUCT HANDLINGA. Tag each item or package separately with identification related to final hardware schedule, andinclude basic installation instructions with each item or package.B. Packaging of door hardware is responsibility of supplier. As material is received by hardwaresupplier from various manufacturers, sort and repackage in containers clearly marked withappropriate hardware set number to match set numbers of approved hardware schedule. Twoor more identical sets may be packed in same container.C. Inventory door hardware jointly with representatives of hardware supplier and hardwareinstaller until each is satisfied that count is correct.D. Deliver individually packaged door hardware items promptly to place of installation (shop orProject site).E. Provide secure lock-up for door hardware delivered to the Project, but not yet installed.Control handling and installation of hardware items that are not immediately replaceable sothat completion of the Work will not be delayed by hardware losses both before and afterinstallation.1.6 MAINTENANCEA. Maintenance Tools and Instructions: Furnish a complete set of specialized tools andmaintenance instructions as needed for the Government's continued adjustment, maintenance,and removal and replacement of door hardware.PART 2 - PRODUCTS2.1 SCHEDULED HARDWAREA. Requirements for design, grade, function, finish, size, and other distinctive qualities of eachtype of finish hardware are indicated in the "Hardware Schedule" at the end of this Section.Products are identified by using hardware designation numbers of the following:1. ANSI/BHMA designations used elsewhere in this Section or in schedules to describehardware items or to define quality or function are derived from the following standards.Provide products complying with these standards and requirements specified elsewhere inthis Section.DOOR HARDWARE 08710 - 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543a. Butts and Hinges: ANSI/BHMA A156.1.b. Bored and Preassembled Locks and Latches: ANSI/BHMA A156.2.c. Door Controls - Closers: ANSI/BHMA A156.4.d. Auxiliary Locks and Associated Products: ANSI/BHMA A156.5.e. Architectural Door Trim: ANSI/BHMA A156.6.f. Template Hinge Dimensions: ANSI/BHMA A156.7.g. Interconnected Locks and Latches: ANSI/BHMA A156.12.h. Mortise Locks and Latches: ANSI/BHMA A156.13.i. Closer Holder Release Devices: ANSI/BHMA A156.15.j. Auxiliary Hardware: ANSI/BHMA A156.16.k. Materials and Finishes: ANSI/BHMA A156.18.2.2 MATERIALS AND FABRICATIONA. Hand of door: Drawings show direction of swing or hand of each door leaf. Furnish each itemof hardware for proper installation and operation of door movement as shown.B. Manufacturer's Name Plate: Do not use manufacturers' products that have manufacturer's nameor trade name displayed in a visible location (omit removable nameplates) except inconjunction with required fire-rated labels and as otherwise acceptable to COTR.1. Manufacturer's identification will be permitted on rim of lock cylinders only.C. Base Metals: Produce hardware units of basic metal and forming method indicated usingmanufacturer's standard metal alloy, composition, temper, and hardness, but in no case oflesser (commercially recognized) quality than specified for applicable hardware units for finishdesignations indicated.D. Fasteners: Provide hardware manufactured to conform to published templates, generallyprepared for machine screw installation. Do not provide hardware that has been prepared forself-tapping sheet metal screws, except as specifically indicated.E. Furnish screws for installation with each hardware item. Provide Phillips flat-head screwsexcept as otherwise indicated. Finish exposed (exposed under any condition) screws to matchhardware finish or, if exposed in surfaces of other work, to match finish of this other work asclosely as possible including "prepared for paint" surfaces to receive painted finish.F. Provide concealed fasteners for hardware units that are exposed when door is closed except tothe extent no standard units of type specified are available with concealed fasteners. Do notuse thru-bolts for installation where bolt head or nut on opposite face is exposed in other workunless their use is the only means of reinforcing the work adequately to fasten the hardwaresecurely. Where thru-bolts are used as a means of reinforcing the work, provide sleeves foreach thru-bolt or use sex screw fasteners.G. Tools and Maintenance Instructions for Maintenance: Furnish a complete set of specializedtools and maintenance instructions as needed for Government’s continued adjustment,maintenance, and removal and replacement of finish hardware.2.3 HINGES, BUTTS, AND PIVOTSA. Screws: Provide Phillips flat-head screws complying with the following requirements:1. For metal doors and frames install machine screws into drilled and tapped holes.2. Finish screw heads to match surface of hinges or pivots.B. Hinge Pins: Except as otherwise indicated, provide hinge pins as follows:DOOR HARDWARE 08710 - 4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. Out-Swing Corridor Doors with Locks: Non-removable pins.2. Interior Doors: Nonrising pins.3. Tips: Flat button and matching plug, finished to match leaves.C. Number of Hinges: Provide number of hinges indicated but not less than 3 hinges per door leaffor doors 90 inches or less in height and one additional hinge for each 30 inches of additionalheight.1. Fire-Rated Doors: Not less than 3 hinges per door leaf for doors 86 inches or less inheight with same rule for additional hinges.2. Contractor shall be responsible for verifying and determining the hand swing of each dooras shown on floor plans for coordination when ordering.D. Electrical Power Transfer Unit: Able to transfer power from the frame to the door stile andsized appropriate to the opening and hinge size according to the manufacturer’srecommendation.2.4 LOCK CYLINDERS AND KEYINGA. Provide construction cores and keys during the construction period. Construction, control andoperating key and cores shall not be part of the FAA’s permanent keying system. Permanentcores and keys shall be FAA furnished.B. All cylinders shall be Best 7 pin, interchangeable core.C. Coordinate with FAA installation of interchangeable cores by Contractor in locksets. Atcompletion of installation deliver keysets back to COTR. COTR will test locksets and keyingto ensure proper installation. Contractor shall perform necessary corrections as directed byCOTR.D. Metals: Construct lock cylinder parts from brass or bronze, stainless steel, or nickel silver.2.5 LOCKS, LATCHES, AND BOLTSA. Strikes: Provide manufacturer's standard wrought box strike for each latch or lock bolt, withcurved lip extended to protect frame, finished to match hardware set, unless otherwiseindicated.1. Provide flat lip strikes for locks with 3-piece, anti-friction latchbolts as recommended bymanufacturer.B. Lock Throw: Provide 5/8-inch minimum throw of latch on pairs of doors. Comply with ULrequirements for throw of bolts and latch bolts on rated fire openings.1. Provide 1/2-inch minimum throw of latch for other bored and preassembled types of locksand 3/4-inch minimum throw of latch for mortise locks. Provide 1-inch minimum throwfor all dead bolts.C. Flush Bolt Heads: Minimum of 1/2-inch-diameter rods of brass, bronze, or stainless steel withminimum 12-inch-long rod for doors up to 7 feet-0 inch in height. Provide longer rods asnecessary for doors exceeding 7 feet-0 inch in height.D. Locksets/Latchsets1. Provide locksets with 7 pin (Best Manufacturing) interchangeable core cylinders.2. Locksets and latchsets shall be heavy duty mortise type with hinged anti-friction throw latchbolt with anti-friction piece made of self-lubricated stainless steel. Functions and design asindicated in the hardware sets.3. Furnish lockset and latchsets with sufficient strike lip to protect door trim.DOOR HARDWARE 08710 - 5

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543E. Fire Exit Devices: Provide a concealed vertical rod exit device with electric latch and signalswitch. Coordinate and connect mechanism with Work of Division 16 for electricalconnections to door frame and control devices.1. The exit device is with 5/8 inch throw and latch bolt.2. The electric latch device shall be UL approved for Class II circuit applications and shallbe installed by using an electrical power transfer. When the door is closed, the electricalpower transfer unit should be concealed and tamper-resistant.3. The latch bolt shall be equipped for monitoring with a device equipped with an internalSPDT switch.4. The exit device and specified equipment should be obtained from the same manufacturer.5. Power supplies for electric locking or monitoring on single or double door applications.Terminal block will accept up to 14 gage stranded wire. Enclosure is 10 inches by 10inches by 4 inches.2.6 CLOSERS AND DOOR CONTROL DEVICESA. Size of Closer Units: Except as otherwise specifically indicated, comply with themanufacturer's recommendations for size of door control unit depending on size of door andanticipated frequency of use.B. Provide UL listed astragal for fire rated double doors.C. Provide UL listed coordinator for fire rated double doors.D. Overhead Door Stop: coordinate installation with door closer.2.7 DOOR TRIM UNITSA. Fasteners: Provide manufacturer's standard exposed fasteners for door trim units consisting ofeither machine screws or self-tapping screws.B. Fabricate edge trim of stainless steel to fit door thickness in standard lengths or to match heightof protection plates.C. Fabricate protection plates as indicated on Hardware Schedule.1. Metal Plates: 0.050 inch (U.S. 18 gage).2.8 GASKETING AND SEALSA. General: Provide continuous gasketing on interior doors where indicated or scheduled.B. Gasketing to comply with UBC7-2, UL10-B and UL10-C.C. Gasketing at Jambs and Heads: Provide bumper-type resilient insert and metal retainer strips,surface applied unless shown as mortised or semi-mortised, and of following metal, finish, andresilient bumper material:1. As indicated on Hardware Schedule.2.9 DOOR SILENCERSA. For use on metal frames featuring pneumatic design that, once installed, forms an air pocket toabsorb shock and reduce noise of door closing.1. Proper installation also eliminates door rattle and provides constant tension for doorlatches or locks.2. Tamper-proof once installed on the frame.3. Meets ANSI/BHMA 156.16, L03011.DOOR HARDWARE 08710 - 6

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095434. Finish: Gray.B. Refer to Section 08110 "Steel Doors and Frames" for factory-drilled holes for silencers; verifysize and amount required for each door frame.2.8 THRESHOLDSA. General: Except as otherwise indicated, provide standard metal threshold unit of type, size,and profile as shown or scheduled.B. Hinged Doors: Provide units not less than 4 inches wide, formed to accommodate change infloor elevation where indicated, fabricated to accommodate door hardware and to fit doorframes.C. ANSI/BHMA Classification: J321302.10 HARDWARE FINISHESA. Provide quality of finish, including thickness of plating or coating (if any), composition,hardness, and other qualities complying with manufacturer's standards, but in no case less thanspecified by referenced standards for the applicable units of hardware.B. The designations used in schedules and elsewhere to indicate hardware finishes are those listedin ANSI/BHMA A156.18, "Materials and Finishes," including coordination with the traditionalU.S. finishes shown by certain manufacturers for their products.C. The designations used in schedules and elsewhere to indicate hardware finishes are theindustry-recognized standard commercial finishes, except as otherwise noted.PART 3 - EXECUTION3.1 INSTALLATIONA. Mount hardware units at heights indicated in following applicable publications, except asspecifically indicated or required to comply with governing regulations except as shown ondrawings.1. "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames"by the Door and Hardware Institute.B. Install each hardware item in compliance with the manufacturer's instructions andrecommendations. Where cutting and fitting is required to install hardware onto or intosurfaces that are later to be painted or finished in another way, coordinate removal, storage,and reinstallation or application of surface protection with finishing work specified in Section09900, “Painting.” Do not install surface-mounted items until finishes have been completed onthe substrates involved.C. Set units level, plumb, and true to line and location. Adjust and reinforce the attachmentsubstrate as necessary for proper installation and operation.D. Drill and countersink units that are not factory prepared for anchorage fasteners. Spacefasteners and anchors in accordance with industry standards.E. Gasketing and Seals: Comply with manufacturer's instructions and recommendations to theextent installation requirements are not otherwise indicated.3.2 ADJUSTING, CLEANING, AND DEMONSTRATINGDOOR HARDWARE 08710 - 7

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543A. Adjust and check each operating item of hardware and each door to ensure proper operation orfunction of every unit. Replace units that cannot be adjusted to operate freely and smoothly oras intended for the application made.1. Where door hardware is installed more than one month prior to acceptance or occupancyof a space or area, return to the installation during the week prior to acceptance oroccupancy and make final check and adjustment of all hardware items in such space orarea. Clean operating items as necessary to restore proper function and finish of hardwareand doors. Adjust door control devices to compensate for final operation of heating andventilating equipment.B. Clean adjacent surfaces soiled by hardware installation.C. Instruct the FAA's personnel in the proper adjustment and maintenance of door hardware andhardware finishes.3.3 INSPECTIONA. After installation has been completed, the finished hardware supplier shall have a qualifiedhardware consultant check the job and do a final inspection to check that the doors and frameswere prepared properly to receive the hardware. The inspection shall also check each openingfor conformance with the approved hardware schedule.B. The final inspection shall determine that hardware was installed according to themanufacturer’s recommended instructions. Adjust hardware which is not operating properly.3.4 INSTALLATIONA. The mounting heights for the finishing hardware shall be as listed in the DHI Publication“Recommended Locations for Builders Hardware for Custom Steel Door and Frames.”B. The handling of doors shall be as listed in the Finish Hardware Schedule, and shall follow theDHI Publication “Basic Builders Hardware.”3.5 HARDWARE SCHEDULEA. Hardware Schedule. HWD numbers listed in the Hardware Schedule identify Hardware Setsand are as listed in the Door Schedule on the Drawings. Hardware sets indicate quantity perdoor or pair of doors, item, manufacturer and product designation, size, and finish or color, asapplicable, based on BHMA designations.END OF SECTION 08710DOOR HARDWARE 08710 - 8

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 08713 - AUTOMATIC DOOR OPERATORSPART 1 - GENERAL1.1 SUMMARYA. Section includes power-assist door operators for swinging doors.1.2 DEFINITIONSA. Double Egress Doors: A pair of doors that simultaneously swing with the two doors moving inopposite directions with no mullion between them.1.3 SUBMITTALSA. Product Data: For each type of product indicated.B. Shop Drawings: For automatic door operators. Include plans, elevations, sections, details, andattachments to other work.C. Samples: For each exposed product and for each color and texture specified.D. Product certificates.E. Field quality-control reports.F. Maintenance data.G. Sample warranty.1.4 QUALITY ASSURANCEA. Installer Qualifications: Manufacturer's authorized representative who is trained and approvedfor installation and maintenance of units required for this Project .B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by a testing agency, and marked for intended location and application.C. Exit-Door Requirements: Comply with requirements of authorities having jurisdiction for doorswith automatic door operators serving as a component of a required means of egress.D. Preinstallation Conference: Conduct conference at Project site.AUTOMATIC DOOR OPERATORS 08713 - 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431.5 WARRANTYA. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair orreplace components of automatic door operators that fail in materials or workmanship withinspecified warranty period.1. Warranty Period: Two years from date of Substantial Completion.PART 2 - PRODUCTS2.1 MANUFACTURERSA. Manufacturers: Subject to compliance with requirements available manufacturers offeringproducts that may be incorporated into the Work include, but are not limited to, the following:1. Besam Automated Entrance Systems, Inc.; an ASSA ABLOY Group company.2. DORMA Architectural Hardware.3. DORMA Automatics.4. Horton Automatics; a division of Overhead Door Corporation.5. KM Systems, Inc.6. LCN Closers; an Ingersoll-Rand company.7. Nabco Entrances, Inc.8. SARGENT Manufacturing Company; an ASSA ABLOY Group company.9. Sierra Automatic Doors, Inc.10. Stanley Access Technologies; Division of The Stanley Works.2.2 MATERIALSA. Aluminum: Alloy and temper recommended by manufacturer for type of use and finishindicated, complying with standards indicated below:1. Sheet: ASTM B 209.2. Extrusions: ASTM B 221.B. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining,nonbleeding fasteners and accessories compatible with adjacent materials.2.3 AUTOMATIC DOOR OPERATORS, GENERALA. General: Provide operators of size recommended by manufacturer for door size, weight, andmovement; for condition of exposure; for long-term, maintenance-free operation under normaltraffic load for type of occupancy indicated; and complying with UL 325. Coordinate operatormechanisms with door operation, hinges, and activation devices.1. Emergency Breakaway: Where indicated for center-pivoted doors, provide emergencybreakaway feature for reverse swing of doors. Equip system to discontinue power toAUTOMATIC DOOR OPERATORS 08713 - 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543automatic door operator when door is in emergency breakaway position, and to return toclosed position after breakaway and automatically reset.2. Fire-Rated Doors: Provide door operators for fire-rated door assemblies that comply withNFPA 80 for fire-rated door components and are listed and labeled by a qualified testingagency.B. Electromechanical Operating System: Self-contained unit powered by permanent-magnet dcmotor; with closing speed controlled mechanically by gear train and dynamically by brakingaction of electric motor, connections for power and activation-device wiring, and manualoperation including spring closing when power is off.C. Hinges: See Division 08 Section "Door Hardware" for type of hinge for each door that dooroperator shall accommodate.D. Housing for Overhead Concealed Operators: Fabricated from minimum 0.125-inch- thick,extruded or formed aluminum and extending full width of door opening including door jambs toconceal door operators and controls. Provide hinged or removable access panels for service andadjustment of door operators and controls. Secure panels to prevent unauthorized access.E. Cover for Surface-Mounted Operators: Fabricated from 0.125-inch- thick extruded or formedaluminum; manufacturer's standard width with enclosed end caps, provision for maintenanceaccess, and fasteners concealed when door is in closed position.F. Brackets and Reinforcements: Manufacturer's standard, fabricated from aluminum withnonstaining, nonferrous shims for aligning system components.G. Fire-Door Package: Consisting of UL-listed latch mechanism, power-reset box, and cautionsignage for fire-rated doors. Latch mechanism shall allow door to swing free during automaticoperation; when fire is detected, latch actuator shall cause exit hardware to latch when doorcloses. Provide latch actuators with fail-secure design.2.4 POWER-ASSIST DOOR OPERATORSA. Standard: BHMA A156.19.B. Performance Requirements:1. Opening Force:a. If Power Fails: Not more than 15 lbf required to release a latch if provided, notmore than 30 lbf required to manually set door in motion, and not more than 15 lbfrequired to fully open door.b. Accessible Interior Doors: Not more than 5 lbf to fully open door.2. Entrapment Protection: Not more than 15 lbf required preventing stopped door fromclosing or opening.C. Configuration: Operator to control pair of swinging doors.1. Traffic Pattern: Two way.AUTOMATIC DOOR OPERATORS 08713 - 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432. Operator Mounting: Overhead concealed or surface mounted.D. Operation: Power-assisted opening that reduces force to open door and power-assisted springclosing. Pushing or pulling on door activates the operator. Provide time delay for door toremain open before initiating closing cycle as required by BHMA A156.19. When not inautomatic mode, door operator shall function as manual door closer, with or without electricalpower.E. Operating System: ElectromechanicalF. Microprocessor Control Unit: Solid-state controls.G. Features:1. Adjustable opening and closing speed.2. Adjustable opening and closing force.3. Adjustable backcheck.4. Adjustable latch speed.5. Adjustable hold-open time from zero to 30 seconds.6. Adjustable time delay.7. Adjustable acceleration.8. Obstruction recycle.9. On-off/hold-open switch to control electric power to operator.10. Activated by card reader.H. Exposed Finish: Finish exposed components with finish matching door and frame.2.5 ACTIVATION DEVICESA. General: Provide devices in accordance with BHMA standards, for condition of exposure andfor long-term, maintenance-free operation under normal traffic load for type of occupancyindicated. Coordinate devices with door operation and door operator mechanisms.B. Push-Plate Switch: Momentary-contact door control switch with flat push-plate.1. Configuration: Square push plate with 4-by-4-inch junction box.a. Mounting: Surface mounted on wall in Control Room only.2. Push-Plate Material: Stainless steel3. Message: "Push to Open”C. Coordinate function with card reader access outside of Control Room.2.6 FABRICATIONA. Factory fabricate automatic door operators to comply with indicated standards.AUTOMATIC DOOR OPERATORS 08713 - 4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543B. Use concealed fasteners to greatest extent possible. Where exposed fasteners are required, usecountersunk Phillips flat-head machine screws, finished to match operator.2.7 ACCESSORIESA. Signage: As required by cited BHMA standard for the type of operator.1. Application Process Door manufacturer's standard process.2. Provide sign materials with instructions for field application when operators are installed.2.8 ALUMINUM FINISHESA. Clear Anodic Finish: AAMA 611, or thicker.B. Color Anodic Finish: AAMA 611, or thicker.C. Baked-Enamel or Powder-Coat Finish: AAMA 2603.PART 3 - EXECUTION3.1 EXAMINATIONA. Examine roughing-in for electrical systems to verify actual locations of power connectionsbefore automatic door operator installation.B. Verify that full-height finger guards are installed at each door with pivot hinges where door hasa clearance at hinge side greater than 1/4 inch and less than 3/4 inch with door in any position.3.2 INSTALLATIONA. General: Install complete automatic door operators according to manufacturer's writteninstructions, including activation devices, control wiring, and remote power units if any;connection to the building's power supply; and signage.B. Activation Devices: Install devices and wiring according to manufacturer's written instructionsand cited BHMA standard for type of operator and direction of pedestrian travel. Connectdevice wiring according to Division 26 Section "Low-Voltage Electrical Power Conductors andCables."C. Access-Control System: Connect operators to access-control system as specified in Division 28Section "Access Control."D. Signage: Apply on both sides of each door as required by cited BHMA standard for type ofdoor operator and direction of pedestrian travel.E. Inspection: Engage Installer's certified inspector to test and inspect automatic door operatorsand prepare test and inspection reports.AUTOMATIC DOOR OPERATORS 08713 - 5

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. Certified inspector shall test and inspect each automatic door operator to determinecompliance of installed systems with applicable BHMA standards.2. Inspection Report: Certified inspector shall submit report in writing to Architect andContractor within 24 hours after inspection.3. Work will be considered defective if it does not pass tests and inspections.F. Adjusting: Adjust automatic door operators to function smoothly and for weather tight closure,and lubricate as recommended by manufacturer; comply with requirements of applicableBHMA standards.1. Readjust automatic door operators after repeated operation of completed installationequivalent to three days' use by normal traffic (100 to 300 cycles).G. Demonstration: Engage a certified inspector to train Owner's maintenance personnel to adjust,operate, and maintain automatic door operators.END OF SECTION 08713AUTOMATIC DOOR OPERATORS 08713 - 6

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 08800 - GLAZINGPART 1 - GENERAL1.1 SUMMARYA. Section includes glazing for the following products and applications, including those specifiedin other Sections where glazing requirements are specified by reference to this Section:1. Doors1.2 DEFINITIONSA. Glass Manufacturers: Firms that produce primary glass, fabricated glass, or both, as defined inreferenced glazing publications.B. Glass Thicknesses: Indicated by thickness designations in millimeters according toASTM C 1036.C. Interspace: Space between lites of an insulating-glass unit.1.3 PERFORMANCE REQUIREMENTSA. General: Installed glazing systems shall withstand normal thermal movement and wind andimpact loads (where applicable) without failure, including loss or glass breakage attributable tothe following: defective manufacture, fabrication, or installation; failure of sealants or gasketsto remain watertight and airtight; deterioration of glazing materials; or other defects inconstruction.1. Interior lite of exterior insulating glass shall be laminated annealed or heat strengthed anddesigned for blast resistance.2. Exterior lite of exterior insulating glass shall be laminated annealed or heat strengthedand designed for wind load resistance.B. Thermal Movements: Allow for thermal movements from ambient and surface temperaturechanges acting on glass framing members and glazing components.1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.1.4 PRECONSTRUCTION TESTINGA. Preconstruction Adhesion and Compatibility Testing: Test each glazing material type, tapesealant, gasket, glazing accessory, and glass-framing member for adhesion to and compatibilitywith elastomeric glazing sealants.1. Testing will not be required if data are submitted based on previous testing of currentsealant products and glazing materials matching those submitted.GLAZING 08800 - 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432. Use ASTM C 1087 to determine whether priming and other specific joint-preparationtechniques are required to obtain rapid, optimum adhesion of glazing sealants to glass,tape sealants, gaskets, and glazing channel substrates.3. Test no fewer than eight Samples of each type of material, including joint substrates,shims, sealant backings, secondary seals, and miscellaneous materials.4. Schedule sufficient time for testing and analyzing results to prevent delaying the Work.5. For materials failing tests, submit sealant manufacturer's written instructions forcorrective measures including the use of specially formulated primers.1.5 SUBMITTALSA. Product Data: For each glass product, glazing material, and miscellaneous materials indicated.B. Glass Samples: For each type of glass product other than clear monolithic vision; 12 inchessquare.1. Tinted glass.2. Coated glass.3. Laminated glass with clear interlayer.4. Insulating glass.C. Glazing Accessory Samples: For gaskets and sealants, in 12-inch lengths. Install sealantSamples between two strips of material representative in color of the adjoining framing system.D. Glazing Schedule: List glass types and thicknesses for each size opening and location. Usesame designations indicated on Drawings.E. Delegated-Design Submittal: For glass indicated to comply with performance requirements anddesign criteria, including analysis data signed and sealed by the qualified professional engineerresponsible for their preparation.F. Qualification Data: For manufacturers of insulating-glass units with sputter-coated, low-ecoatings and glass testing agency.G. Product Certificates: For glass and glazing products, from manufacturer.H. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualifiedtesting agency, for tinted glass, coated glass, insulating glass, glazing sealants, and glazinggaskets.1. For glazing sealants, provide test reports based on testing current sealant formulationswithin previous 36-month period.I. Preconstruction adhesion and compatibility test report.J. Warranties: Sample of special warranties.GLAZING 08800 - 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431.6 QUALITY ASSURANCEA. Manufacturer Qualifications for Insulating-Glass Units with Sputter-Coated, Low-E Coatings:A qualified insulating-glass manufacturer who is approved by coated-glass manufacturer.B. Installer Qualifications: A qualified installer who employs glass installers for this Project whoare certified under the National Glass Association's Certified Glass Installer Program.C. Glass Testing Agency Qualifications: A qualified independent testing agency accreditedaccording to the NFRC CAP 1 Certification Agency Program.D. Sealant Testing Agency Qualifications: An independent testing agency qualified according toASTM C 1021 to conduct the testing indicated.E. Source Limitations for Glass: Obtain tinted float glass, coated float glass, laminated glass andinsulating glass from single source from single manufacturer for each glass type.F. Source Limitations for Glazing Accessories: Obtain from single source from singlemanufacturer for each product and installation method.G. Glazing Publications: Comply with published recommendations of glass product manufacturersand organizations below, unless more stringent requirements are indicated. Refer to thesepublications for glazing terms not otherwise defined in this Section or in referenced standards.1. GANA Publications: GANA's "Laminated Glazing Reference Manual" and GANA's"Glazing Manual."2. AAMA Publications: AAMA GDSG-1, "Glass Design for Sloped Glazing," andAAMA TIR-A7, "Sloped Glazing Guidelines."3. IGMA Publication for Sloped Glazing: IGMA TB-3001, "Guidelines for SlopedGlazing."4. IGMA Publication for Insulating Glass: SIGMA TM-3000, "North American GlazingGuidelines for Sealed Insulating Glass Units for Commercial and Residential Use."H. Label: Each prime window unit shall bear the AAMA Label warranting that the productcomplies with AAMA 101. Certificates of Compliance attesting that the prime window unitsmeet the requirements of AAMA 101 will be acceptable in lieu of product labeling.I. Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazingwith certification label of the SGCC. Label shall indicate manufacturer's name, type of glass,thickness, and safety glazing standard with which glass complies.J. Fire-Protection-Rated Glazing Labeling: Permanently mark fire-protection-rated glazing withcertification label of a testing agency acceptable to authorities having jurisdiction. Label shallindicate manufacturer's name, test standard, whether glazing is for use in fire doors or otheropenings, whether or not glazing passes hose-stream test, whether or not glazing has atemperature rise rating of 450 deg F, and the fire-resistance rating in minutes.K. Insulating-Glass Certification Program: Permanently marked either on spacers or on at leastone component lite of units with appropriate certification label of IGCC.L. Preinstallation Conference: Conduct conference at Project site.GLAZING 08800 - 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. Review and finalize construction schedule and verify availability of materials, Installer'spersonnel, equipment, and facilities needed to make progress and avoid delays.2. Review temporary protection requirements for glazing during and after installation.1.7 DELIVERY, STORAGE, AND HANDLINGA. Protect glazing materials according to manufacturer's written instructions. Prevent damage toglass and glazing materials from condensation, temperature changes, direct exposure to sun, orother causes.B. Comply with insulating-glass manufacturer's written recommendations for venting and sealingunits to avoid hermetic seal ruptures due to altitude change.1.8 PROJECT CONDITIONSA. Environmental Limitations: Do not proceed with glazing when ambient and substratetemperature conditions are outside limits permitted by glazing material manufacturers and whenglazing channel substrates are wet from rain, frost, condensation, or other causes.1. Do not install glazing sealants when ambient and substrate temperature conditions areoutside limits permitted by sealant manufacturer or below 40 deg F.1.9 WARRANTYA. Manufacturer's Special Warranty for Coated-Glass Products: Manufacturer's standard form inwhich coated-glass manufacturer agrees to replace coated-glass units that deteriorate withinspecified warranty period. Deterioration of coated glass is defined as defects developed fromnormal use that are not attributed to glass breakage or to maintaining and cleaning coated glasscontrary to manufacturer's written instructions. Defects include peeling, cracking, and otherindications of deterioration in coating.1. Warranty Period: 10 years from date of Substantial Completion.B. Manufacturer's Special Warranty on Laminated Glass: Manufacturer's standard form in whichlaminated-glass manufacturer agrees to replace laminated-glass units that deteriorate withinspecified warranty period. Deterioration of laminated glass is defined as defects developedfrom normal use that are not attributed to glass breakage or to maintaining and cleaninglaminated glass contrary to manufacturer's written instructions. Defects include edgeseparation, delamination materially obstructing vision through glass, and blemishes exceedingthose allowed by referenced laminated-glass standard.1. Warranty Period: 10 years from date of Substantial Completion.C. Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form in whichinsulating-glass manufacturer agrees to replace insulating-glass units that deteriorate withinspecified warranty period. Deterioration of insulating glass is defined as failure of hermetic sealunder normal use that is not attributed to glass breakage or to maintaining and cleaningGLAZING 08800 - 4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543insulating glass contrary to manufacturer's written instructions. Evidence of failure is theobstruction of vision by dust, moisture, or film on interior surfaces of glass.1. Warranty Period: 10 years from date of Substantial Completion.PART 2 - PRODUCTS2.1 GLASS PRODUCTS, GENERALA. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass lites inthicknesses as needed to comply with requirements indicated.1. Minimum Glass Thickness for Interior Lites: Not less than ¼ inch.2. Thickness of Tinted Glass: Provide same thickness for each tint color indicatedthroughout Project.B. Strength: Where float glass is indicated, provide annealed float glass, Kind HS heat-treatedfloat glass, or Kind FT heat-treated float glass as needed to comply with "PerformanceRequirements" Article. Where heat-strengthened glass is indicated, provide Kind HS heattreatedfloat glass or Kind FT heat-treated float glass as needed to comply with "PerformanceRequirements" Article. Where fully tempered glass is indicated, provide Kind FT heat-treatedfloat glass.C. Windborne-Debris-Impact Resistance: Provide exterior glazing that passes enhanced protectiontesting requirements in ASTM E 1996 for Wind Zone 3 when tested according toASTM E 1886. Test specimens shall be no smaller in width and length than glazing indicatedfor use on the Project and shall be installed in same manner as glazing indicated for use on theProject.1. Large-Missile Test: For glazing located within 30 feet of grade.2. Small-Missile Test: For glazing located more than 30 feet above grade.3. Large-Missile Test: For all glazing, regardless of height above grade.D. Thermal and Optical Performance Properties: Provide glass with performance propertiesspecified, as indicated in manufacturer's published test data, based on procedures indicatedbelow:1. For monolithic-glass lites, properties are based on units with lites ¼ inch thick.2. For laminated-glass lites, properties are based on products of construction indicated.3. For insulating-glass units, properties are based on units of thickness indicated for overallunit and for each lite.4. U-Factors: Center-of-glazing values, according to NFRC 100 and based on LBL'sWINDOW 5.2 computer program, expressed as Btu/sq. ft. x h x deg F.5. Solar Heat-Gain Coefficient and Visible Transmittance: Center-of-glazing values,according to NFRC 200 and based on LBL's WINDOW 5.2 computer program.6. Visible Reflectance: Center-of-glazing values, according to NFRC 300.GLAZING 08800 - 5

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432.2 GLASS PRODUCTSA. Float Glass: ASTM C 1036, Type I, Quality-Q3, Class I (clear) unless otherwise indicated.B. Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3; Class I (clear) unless otherwiseindicated; of kind and condition indicated.1. Fabrication Process: By horizontal (roller-hearth) process with roll-wave distortionparallel to bottom edge of glass as installed unless otherwise indicated.2. For uncoated glass, comply with requirements for Condition A.3. For coated vision glass, comply with requirements for Condition C (other coated glass).2.3 INSULATING GLASSA. Insulating-Glass Units: Factory-assembled units consisting of sealed lites of glass separated bya dehydrated interspace, qualified according to ASTM E 2190, and complying with otherrequirements specified.1. Sealing System: Dual seal, with manufacturer's standard polyisobutylene and polysulfideprimary and secondary.2. Spacer: Aluminum with bronze, color anodic finish as approved by RE.3. Desiccant: Molecular sieve or silica gel, or blend of both.B. Glass: Comply with applicable requirements in "Glass Products" Article and in "LaminatedGlass" Article as indicated by designations in "Insulating-Glass Types" Article and in"Insulating-Laminated-Glass Types" Article.2.4 GLAZING GASKETSA. Dense Compression Gaskets: Molded or extruded gaskets of profile and hardness required tomaintain watertight seal, made from the following:1. Silicone complying with ASTM C 1115.B. Soft Compression Gaskets: Extruded or molded, closed-cell, integral-skinned silicone gasketscomplying with ASTM C 509, Type II, black; of profile and hardness required to maintainwatertight seal.1. Application: Use where soft compression gaskets will be compressed by inserting densecompression gaskets on opposite side of glazing or pressure applied by means ofpressure-glazing stops on opposite side of glazing.2.5 GLAZING SEALANTSA. General:1. Compatibility: Provide glazing sealants that are compatible with one another and withother materials they will contact, including glass products, seals of insulating-glass units,GLAZING 08800 - 6

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543and glazing channel substrates, under conditions of service and application, asdemonstrated by sealant manufacturer based on testing and field experience.2. Suitability: Comply with sealant and glass manufacturers' written instructions forselecting glazing sealants suitable for applications indicated and for conditions existing attime of installation.3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's fullrange.B. Glazing Sealant (Exterior): Neutral-curing silicone glazing sealant complying withASTM C 920, Type S, Grade NS, Class Suitable for use in Blast-Resistant Assemblies, Use NT.1. Products: Subject to compliance with requirements, available products that may beincorporated into the Work include, but are not limited to, the following:a. Dow Corning Corporationb. GE Advanced Materials - Siliconesc. May National Associates, Inc.d. Pecora Corporatione. Sika Corporation, Construction Products Divisionf. Tremco IncorporatedC. Glazing Sealant (Interior): Neutral-curing silicone glazing sealant complying withASTM C 920, Type S, Grade NS, Class 25, Use NT.1. Products: Subject to compliance with requirements, available products that may beincorporated into the Work include, but are not limited to, the following:a. Dow Corning Corporationb. GE Advanced Materials-Siliconesc. May National Associates, Inc.d. Polymeric Systems, Inc.e. Schnee-Morehead, Inc.f. Tremco Incorporated2.6 GLAZING TAPESA. Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based, 100 percent solids elastomerictape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacerrod as recommended in writing by tape and glass manufacturers for application indicated; andcomplying with ASTM C 1281 and AAMA 800 for products indicated below:1. AAMA 804.3 tape, where indicated.2. AAMA 806.3 tape, for glazing applications in which tape is subject to continuouspressure.3. AAMA 807.3 tape, for glazing applications in which tape is not subject to continuouspressure.B. Expanded Cellular Glazing Tapes: Closed-cell, PVC foam tapes; factory coated with adhesiveon both surfaces; and complying with AAMA 800 for the following types:GLAZING 08800 - 7

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. AAMA 810.1, Type 1, for glazing applications in which tape acts as the primary sealant.2. AAMA 810.1, Type 2, for glazing applications in which tape is used in combination witha full bead of liquid sealant.2.7 MISCELLANEOUS GLAZING MATERIALSA. General: Provide products of material, size, and shape complying with referenced glazingstandard, requirements of manufacturers of glass and other glazing materials for applicationindicated, and with a proven record of compatibility with surfaces contacted in installation.B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer.C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus orminus 5.D. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glassmanufacturer to maintain glass lites in place for installation indicated.E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (sidewalking).F. Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open-cell material), of size anddensity to control glazing sealant depth and otherwise produce optimum glazing sealantperformance.G. Perimeter Insulation for Fire-Resistive Glazing: Product that is approved by testing agency thatlisted and labeled fire-resistant glazing product with which it is used for application and fireprotectionrating indicated.H. Anchors: Provide concealed anchors of the type recommended by the window manufacturer forthe specific type of construction. Anchors and fasteners shall be compatible with the windowand the adjoining construction. Provide a minimum of three anchors for each jamb locatedapproximately 6 inches from each end and at midpoint.2.8 FABRICATION OF GLAZING UNITSA. Fabricate glazing units in sizes required to fit openings indicated for Project, with edge and faceclearances, edge and surface conditions, and bite complying with written instructions of productmanufacturer and referenced glazing publications, to comply with system performancerequirements.B. Clean-cut or flat-grind vertical edges of butt-glazed monolithic lites to produce square edgeswith slight chamfers at junctions of edges and faces.C. Grind smooth and polish exposed glass edges and corners.GLAZING 08800 - 8

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095432.9 MONOLITHIC-GLASS TYPESA. Glass Type G-1: Clear float glass.1. Thickness: 1/4 inch2. Provide safety glazing labeling.2.10 INSULATING-LAMINATED-GLASS TYPESA. Glass Type G-2: Low-e-coated, tinted, insulating laminated glass. Subject to performancerequirements, provide as a minimum:1. Overall Unit Thickness: 1-29/32 inch.2. Outdoor Lite: Gray tinted laminated glass with two plies of heat-strengthened float glass.a. Thickness of Each Glass Ply: 0.25 inch.b. Interlayer Thickness: 0.060 inch.3. Interspace Content: 1/2 Air.4. Indoor Lite: Clear laminated glass with two plies of heat-strengthened float glass.a. Thickness of Each Glass Ply: 0.375 inch.b. Interlayer Thickness: 0.060 inch.5. Low-E Coating: Sputtered on second surface of exterior lite.6. Visible Light Transmittance: 33% percent minimum.7. Winter Nighttime U-Factor: 0.50 maximum.8. Summer Daytime U-Factor: 0.55 maximum.9. Solar Heat Gain Coefficient: 0.35 maximum.10. Provide safety glazing labeling.2.11 SOURCE QUALITY CONTROLA. Exterior Window Assembly Structural Test1. Test Sample Number: At least two sample window assemblies for each type of windowprovided shall be tested, under an increasing uniform static load. Number of samples,beyond two, is left up to the vendor. However, it is noted that the acceptance criteriaencourages a larger number of test samples.2. Test Procedure: Test windows (glass panes and support frame) shall be identical in type,size, sealant, gasket or bead and construction to those furnished by the windowmanufacturer. The frame assembly in the test setup shall be secured by boundaryconditions that simulate the adjoining walls of the structure for intended installation. Thesimulation securing boundary conditions shall be verified and attested by an attendingProfessional Engineer. Using either a vacuum or a liquid-filled bladder, an increasinguniform load shall be applied to the entire window assembly (glass and frame) untilfailure occurs in either the glass or frame. Failure shall be defined as either breaking ofglass or loss of frame resistance. The failure load, rf, shall be recorded to threeGLAZING 08800 - 9

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543significant figures. The load should be applied at a rate of 0.5 ru per minute where ru isthe static design resistance as specified on the drawings.3. Acceptance Criteria: The static load capacity (rs) of a glass pane for the specifiedacceptance test procedure is:a. rs = 0.876 ru (1)4. The window assembly (frame and glass) is considered acceptable when the arithmeticmean of all the samples tested, r- such that:a. r- => rs + sA (2)b. where: rs = static load capacity of the glass pane for certification testingc. s = sample standard deviationd. A = acceptance coefficient (Table 1)1) Arithmetic mean/standard deviation: For n test samples, r- is defined as:2) r- = sum from i = 1 thru n for rfi divided by n (3)3) Where rfi is the recorded failure load of the ith test sample.4) The sample standard deviation, s, is defined as:5) s = the square root of the quantity of the sum from i = 1 thru n for (rfi - r-2)divided by (n - 1) (4)e. The minimum value of the sample standard deviation, s, permitted to be employedin Equation (2) is:1) s = 0.145 rs (5)2) This assures a sample standard deviation no better than observed for thegeneral population of tempered glass.f. Additional sampled determination: The following equation can be used by testerto determine if additional test samples are justified. If:1) r- =< rs + Sb (6)2) Then with 90 confidence, the design will not prove to be adequate withadditional tests. Obtain rejection coefficient, B, from Table 1.Table 1. Statistical Acceptance and Rejection CoefficientsNumber of Window Acceptance RejectionAssemblies Coefficient CoefficientN A B2 4.14 .5463 3.05 .8714 2.78 1.145 2.65 1.276 2.56 1.367 2.50 1.428 2.46 1.48GLAZING 08800 - 10

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095439 2.42 1.4910 2.39 1.5211 2.37 1.5412 2.35 1.5713 2.33 1.5814 2.32 1.6015 2.31 1.6116 2.30 1.6217 2.28 1.6418 2.27 1.6519 2.27 1.6520 2.26 1.6621 2.25 1.6722 2.24 1.6823 2.24 1.6824 2.23 1.6925 2.22 1.7030 2.19 1.7240 2.17 1.7550 2.14 1.77PART 3 - EXECUTION3.1 EXAMINATIONA. Examine framing, glazing channels, and stops, with Installer present, for compliance with thefollowing:1. Manufacturing and installation tolerances, including those for size, squareness, andoffsets at corners.2. Presence and functioning of weep systems.3. Minimum required face and edge clearances.4. Effective sealing between joints of glass-framing members.B. Proceed with installation only after unsatisfactory conditions have been corrected.3.2 PREPARATIONA. Clean glazing channels and other framing members receiving glass immediately before glazing.Remove coatings not firmly bonded to substrates.B. Examine glazing units to locate exterior and interior surfaces. Label or mark units as needed sothat exterior and interior surfaces are readily identifiable. Do not use materials that will leavevisible marks in the completed work.GLAZING 08800 - 11

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095433.3 GLAZING, GENERALA. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, andother glazing materials, unless more stringent requirements are indicated, including those inreferenced glazing publications.B. Adjust glazing channel dimensions as required by Project conditions during installation toprovide necessary bite on glass, minimum edge and face clearances, and adequate sealantthicknesses, with reasonable tolerances.C. Protect glass edges from damage during handling and installation. Remove damaged glass fromProject site and legally dispose of off Project site. Damaged glass is glass with edge damage orother imperfections that, when installed, could weaken glass and impair performance andappearance.D. Apply primers to joint surfaces where required for adhesion of sealants, as determined bypreconstruction testing.E. Install setting blocks in sill rabbets, sized and located to comply with referenced glazingpublications, unless otherwise required by glass manufacturer. Set blocks in thin course ofcompatible sealant suitable for heel bead.F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.G. Provide spacers for glass lites where length plus width is larger than 50 inches.1. Locate spacers directly opposite each other on both inside and outside faces of glass.Install correct size and spacing to preserve required face clearances, unless gaskets andglazing tapes are used that have demonstrated ability to maintain required face clearancesand to comply with system performance requirements.2. Provide 1/8-inch minimum bite of spacers on glass and use thickness equal to sealantwidth. With glazing tape, use thickness slightly less than final compressed thickness oftape.H. Provide edge blocking where indicated or needed to prevent glass lites from moving sidewaysin glazing channel, as recommended in writing by glass manufacturer and according torequirements in referenced glazing publications.I. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.J. Set glass lites with proper orientation so that coatings face exterior or interior as specified.K. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasketon opposite side, provide adequate anchorage so gasket cannot walk out when installation issubjected to movement.L. Square cut wedge-shaped gaskets at corners and install gaskets in a manner recommended bygasket manufacturer to prevent corners from pulling away; seal corner joints and butt joints withsealant recommended by gasket manufacturer.GLAZING 08800 - 12

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095433.4 TAPE GLAZINGA. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flushwith or protrude slightly above sightline of stops.B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes tomake them fit opening.C. Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Coverhorizontal framing joints by applying tapes to jambs and then to heads and sills.D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped.Seal joints in tapes with compatible sealant approved by tape manufacturer.E. Do not remove release paper from tape until right before each glazing unit is installed.F. Apply heel bead of elastomeric sealant.G. Center glass lites in openings on setting blocks and press firmly against tape by inserting densecompression gaskets formed and installed to lock in place against faces of removable stops.Start gasket applications at corners and work toward centers of openings.H. Apply cap bead of elastomeric sealant over exposed edge of tape.3.5 GASKET GLAZING (DRY)A. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openingsexactly, with allowance for stretch during installation.B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in placewith joints miter cut and bonded together at corners.C. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks andpress firmly against soft compression gasket by inserting dense compression gaskets formed andinstalled to lock in place against faces of removable stops. Start gasket applications at cornersand work toward centers of openings. Compress gaskets to produce a weathertight seal withoutdeveloping bending stresses in glass. Seal gasket joints with sealant recommended by gasketmanufacturer.D. Installation with Pressure-Glazing Stops: Center glass lites in openings on setting blocks andpress firmly against soft compression gasket. Install dense compression gaskets and pressureglazingstops, applying pressure uniformly to compression gaskets. Compress gaskets toproduce a weathertight seal without developing bending stresses in glass. Seal gasket jointswith sealant recommended by gasket manufacturer.E. Install gaskets so they protrude past face of glazing stops.GLAZING 08800 - 13

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095433.6 SEALANT GLAZING (WET)A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glasslites and glazing stops to maintain glass face clearances and to prevent sealant from extrudinginto glass channel and blocking weep systems until sealants cure. Secure spacers or spacers andbackings in place and in position to control depth of installed sealant relative to edge clearancefor optimum sealant performance.B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bondof sealant to glass and channel surfaces.C. Tool exposed surfaces of sealants to provide a substantial wash away from glass.3.7 LOCK-STRIP GASKET GLAZINGA. Comply with ASTM C 716 and gasket manufacturer's written instructions. Providesupplementary wet seal and weep system unless otherwise indicated.3.8 CLEANING AND PROTECTIONA. Protect exterior glass from damage immediately after installation by attaching crossed streamersto framing held away from glass. Do not apply markers to glass surface. Removenonpermanent labels and clean surfaces.B. Protect glass from contact with contaminating substances resulting from constructionoperations. If, despite such protection, contaminating substances do come into contact withglass, remove substances immediately as recommended in writing by glass manufacturer.C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces atfrequent intervals during construction, but not less than once a month, for buildup of dirt, scum,alkaline deposits, or stains; remove as recommended in writing by glass manufacturer.D. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged fromnatural causes, accidents, and vandalism, during construction period.E. Wash glass on both exposed surfaces in each area of Project not more than four days before datescheduled for inspections that establish date of Substantial Completion. Wash glass asrecommended in writing by glass manufacturer.END OF SECTION 08800GLAZING 08800 - 14

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543SECTION 09910 - PAINTINGPART 1 - GENERAL1.1 SUMMARYA. This Section includes surface preparation and field painting of exposed interior items andsurfaces, including, but not limited to the following:1. Metal doors and door frames.B. Paint exposed surfaces, except where these Specifications indicate that the surface or material isnot to be painted or is to remain natural. If an item or a surface is not specifically mentioned,paint the item or surface the same as similar adjacent materials or surfaces. If a color of finishis not indicated, COTR will select from standard colors and finishes available.C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, andlabels.1. Prefinished items include the following factory-finished components:a. Architectural woodwork.b. Acoustical wall panels.c. Metal toilet enclosures.d. Metal lockers.e. Elevator entrance doors and frames.f. Elevator equipment.g. Finished mechanical and electrical equipment.h. Light fixtures.2. Concealed surfaces include walls or ceilings in the following generally inaccessiblespaces:a. Foundation spaces.b. Furred areas.c. Ceiling plenums.d. Utility tunnels.e. Pipe spaces.f. Duct shafts.g. Elevator shafts.3. Finished metal surfaces include the following:a. Anodized aluminum.b. Stainless steel.c. Chromium plate.d. Copper and copper alloys.e. Bronze and brass.PAINTING 09910 - 1

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095434. Operating parts include moving parts of operating equipment and the following:a. Valve and damper operators.b. Linkages.c. Sensing devices.d. Motor and fan shafts.5. Labels: Do not paint over UL, FMG, or other code-required labels or equipment name,identification, performance rating, or nomenclature plates.1.2 DEFINITIONSA. General: Standard coating terms defined in ASTM D 16 apply to this Section.1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an85-degree meter.2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measuredat a 60-degree meter.3. Semigloss refers to medium-sheen finish with a gloss range between 35 and 70 whenmeasured at a 60-degree meter.4. Pearl is a Benjamin Moore designation for a low-luster (satin) finish.1.3 SUBMITTALSA. Product Data: For each paint system indicated. Include block fillers and primers.1. Material List: An inclusive list of required coating materials. Indicate each material andcross-reference specific coating, finish system, and application. Identify each material bymanufacturer's catalog number and general classification.2. Manufacturer's Information: Manufacturer's technical information, including labelanalysis and instructions for handling, storing, and applying each coating material.3. Certification by the manufacturer that products supplied comply with local regulationscontrolling use of volatile organic compounds (VOCs).4. For interior primers and finish coats to be applied in occupied portions of a building, allmaterials submitted shall be products identified by the manufacture as “low VOC”.5. MSDS for each paint product used.B. Qualification Data: For Applicator.1.4 QUALITY ASSURANCEA. Applicator Qualifications: A firm or individual experienced in applying paints and coatingssimilar in material, design, and extent to those indicated for this Project, whose work hasresulted in applications with a record of successful in-service performance.B. Source Limitations: Obtain primers for each coating system from the same manufacturer as thefinish coats.PAINTING 09910 - 2

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431.5 DELIVERY, STORAGE, AND HANDLINGA. Deliver materials to Project site in manufacturer's original, unopened packages and containersbearing manufacturer's name and label and the following information:1. Product name or title of material.2. Product description (generic classification or binder type).3. Manufacturer's stock number and date of manufacture.4. Contents by volume, for pigment and vehicle constituents.5. Thinning instructions.6. Application instructions.7. Color name and number.8. VOC content.B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimumambient temperature of 45 deg F. Maintain storage containers in a clean condition, free offoreign materials and residue.1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and wastedaily.1.6 PROJECT CONDITIONSA. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding airare between 50 and 90 deg F.B. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent; orat temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.1. Painting may continue during inclement weather if surfaces and areas to be painted areenclosed and heated within temperature limits specified by manufacturer duringapplication and drying periods.1.7 EXTRA MATERIALSA. Furnish extra paint materials from the same production run as the materials applied and in thequantities described below. Package with protective covering for storage and identify withlabels describing contents. Deliver extra materials to FAA.1. Quantity: Furnish FAA with extra paint materials in quantities indicated below:a. Exterior and Interior, Low-Luster Acrylic Finish: 1 gallon of each color applied.b. Exterior and Interior, Semi-gloss Acrylic Enamel: 1 gallon of each color applied.PAINTING 09910 - 3

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543PART 2 - PRODUCTS2.1 MANUFACTURERSA. Products: Subject to compliance with requirements, provide one of the products listed in otherPart 2 articles.2.2 PAINT MATERIALS, GENERALA. Material Compatibility: Provide block fillers, primers, and finish-coat materials that arecompatible with one another and with the substrates indicated under conditions of service andapplication, as demonstrated by manufacturer based on testing and field experience.B. Material Quality: Provide manufacturer's best-quality paint material of the various coatingtypes specified that are factory formulated and recommended by manufacturer for applicationindicated. Paint-material containers not displaying manufacturer's product identification willnot be acceptable.1. Proprietary Names: Use of manufacturer's proprietary product names to designate colorsor materials is not intended to imply that products named are required to be used to theexclusion of equivalent products of other manufacturers. Furnish manufacturer's materialdata and certificates of performance for proposed substitutions.C. Chemical Components of Interior Paints and Coatings: Provide products that comply with thefollowing limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPAMethod 24) and the following chemical restrictions:1. Flat Paints and Coatings: VOC content of not more than 50 g/L.2. Non-Flat Paints and Coatings: VOC content of not more than 150 g/L.3. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent byweight of total aromatic compounds (hydrocarbon compounds containing one or morebenzene rings).4. Restricted Components: Paints and coatings shall not contain any of the following:a. Acroleinb. Acrylonitrilec. Antimonyd. Benzenee. Butyl benzyl phthalatef. Cadmiumg. Di (2-ethylhexyl) phthalateh. Di-n-butyl phthalatei. Di-n-octyl phthalatej. 1,2-dichlorobenzenek. Diethyl phthalatel. Dimethyl phthalatem. Ethylbenzenen. Formaldehydeo. Hexavalent chromiumPAINTING 09910 - 4

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543p. Isophoroneq. Leadr. Mercurys. Methyl ethyl ketonet. Methyl isobutyl ketoneu. Methylene chloridev. Naphthalenew. Toluene (methylbenzene).D. Colors: Provide color selections as specified in Material and Finish Schedule. If not on Materialand Finish Schedule, provide colors to match adjacent surfaces.2.3 INTERIOR PRIMERSA. Interior Concrete and Masonry Primer: Factory-formulated alkali-resistant acrylic-latex interiorprimer for interior application.1. Benjamin Moore; Regal FirstCoat Interior Latex Primer & Underbody No. 216: Appliedat a dry film thickness of not less than 1.0 mil.2. Pittsburgh Paints; 6-2 SpeedHide Interior Quick-Drying Latex Sealer: Applied at a dryfilm thickness of not less than 1.0 mil.3. Sherwin-Williams; PrepRite Masonry Primer B28W300: Applied at a dry film thicknessof not less than 3.0 mils.B. Interior Gypsum Board Primer: Factory-formulated latex-based primer for interior application.1. Benjamin Moore; Regal FirstCoat Interior Latex Primer & Underbody No. 216: Appliedat a dry film thickness of not less than 1.0 mil.2. Pittsburgh Paints; 6-2 SpeedHide Interior Quick-Drying Latex Sealer: Applied at a dryfilm thickness of not less than 1.0 mil.3. Sherwin-Williams; PrepRite 200 Latex Wall Primer B28W200 Series: Applied at a dryfilm thickness of not less than 1.6 mils.C. Interior Ferrous-Metal Primer: Factory-formulated quick-drying rust-inhibitive alkyd-basedmetal primer.1. Benjamin Moore; IronClad Alkyd Low Lustre Medal and Wood Enamel No. 163:Applied at a dry film thickness of not less than 1.3 mils.2. Pittsburgh Paints; 7-858 Pittsburgh Paints Industrial Rust Inhibitive Steel Primer:Applied at a dry film thickness of not less than 1.5 mils.3. Sherwin-Williams; Kem Kromik Universal Metal Primer B50NZ6/B50WZ1: Applied ata dry film thickness of not less than 3.0 mils.D. Interior Zinc-Coated Metal Primer: Factory-formulated galvanized metal primer.1. Benjamin Moore; IronClad Latex Low Lustre Metal and Wood Enamel No. 363:Applied at a dry film thickness of not less than 1.6 mils.2. Pittsburgh Paints; 90-709 Pitt-Tech One Pack Interior/Exterior Primer/Finish DTMIndustrial Enamel: Applied at a dry film thickness of not less than 3.0 mils.PAINTING 09910 - 5

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095433. Sherwin-Williams; Galvite Paint B50W3: Applied at a dry film thickness of not less than2.0 mils.2.4 INTERIOR FINISH COATSA. Interior Flat Acrylic Paint: Factory-formulated flat acrylic-emulsion latex paint for interiorapplication.1. Benjamin Moore; Regal Wall Satin No. 215 Premium Interior Finishes Flat Finish:Applied at a dry film thickness of not less than 1.3 mils.2. Pittsburgh Paints; 80-Line Wallhide Interior Wall Flat Latex Paint: Applied at a dry filmthickness of not less than 1.2 mils.3. Sherwin-Williams; SuperPaint Interior Latex Flat Wall Paint, A86 Series: Applied at adry film thickness of not less than 1.5 mils.B. Interior Latex Enamel: Factory-formulated, proprietary latex enamel interior paint.1. Benjamin Moore; Aqua Pearl No. 310. Applied at a dry film thickness of not less than1.3 mils.C. Interior Low-Luster Acrylic Enamel: Factory-formulated eggshell acrylic-latex interior enamel.1. Benjamin Moore; Moore's Regal AquaVelvet No. 319: Applied at a dry film thickness ofnot less than 1.4 mils.2. Pittsburgh Paints; 89-Line Manor Hall Interior Eggshell Wall and Trim: Applied at a dryfilm thickness of not less than 1.4 mils.3. Sherwin-Williams; SuperPaint Interior Latex Satin Wall Paint A87 Series: Applied at adry film thickness of not less than 1.6 mils.D. Interior Semigloss Acrylic Enamel: Factory-formulated semigloss acrylic-latex enamel forinterior application.1. Benjamin Moore; Regal AquaGlo No. 333 Premium Interior Finishes Latex Semi-Gloss:Applied at a dry film thickness of not less than 1.3 mils.2. Pittsburgh Paints; 88-110 Satinhide Interior Enamel Wall & Trim Lo-Lustre Semi-GlossLatex: Applied at a dry film thickness of not less than 1.1 mils.3. Sherwin-Williams; SuperPaint Interior Latex Semi-Gloss Enamel A88 Series: Applied ata dry film thickness of not less than 1.6 mils.2.5 EXTERIOR COATINGSA. Direct to Metal (DTM) Acrylic coating; semi-gloss or gloss as approved by COTR.1. Benjamin Moore; Industrial Maintenance Coatings M29 DTM: Applied at a dry filmthickness of not less than 1.5 mils.2. Pittsburgh Paints; Pitt-Tech DTM Industrial Enamels 90 Series: Applied at a dry filmthickness of not less than 1.5 mils.3. Sherwin-Williams; DTM Acrylic Coating, B66-100 or B66-200 Series: Applied at a dryfilm thickness of not less than 2.5 mils.PAINTING 09910 - 6

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543PART 3 - EXECUTION3.1 EXAMINATIONA. Examine substrates, areas, and conditions, with Applicator present, for compliance withrequirements for paint application.1. Proceed with paint application only after unsatisfactory conditions have been correctedand surfaces receiving paint are thoroughly dry.2. Start of painting will be construed as Applicator's acceptance of surfaces and conditionswithin a particular area.B. Coordination of Work: Review other Sections in which primers are provided to ensurecompatibility of the total system for various substrates. On request, furnish information oncharacteristics of finish materials to ensure use of compatible primers.1. Notify COTR about anticipated problems when using the materials specified oversubstrates primed by others.3.2 PREPARATIONA. General: Remove hardware and hardware accessories, plates, machined surfaces, lightingfixtures, and similar items already installed that are not to be painted. If removal is impracticalor impossible because of size or weight of the item, provide surface-applied protection beforesurface preparation and painting.1. After completing painting operations in each space or area, reinstall items removed usingworkers skilled in the trades involved.B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances thatcould impair bond of the various coatings. Remove oil and grease before cleaning.1. Schedule cleaning and painting so dust and other contaminants from the cleaning processwill not fall on wet, newly painted surfaces.C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer'swritten instructions for each particular substrate condition and as specified.1. Provide barrier coats over incompatible primers or remove and reprime.2. Cementitious Materials: Prepare concrete, concrete unit masonry, cement plaster, andmineral-fiber-reinforced cement panel surfaces to be painted. Remove efflorescence,chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze.If hardeners or sealers have been used to improve curing, use mechanical methods ofsurface preparation.a. Use abrasive blast-cleaning methods if recommended by paint manufacturer.b. Determine alkalinity and moisture content of surfaces by performing appropriatetests. If surfaces are sufficiently alkaline to cause the finish paint to blister andPAINTING 09910 - 7

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543burn, correct this condition before application. Do not paint surfaces if moisturecontent exceeds that permitted in manufacturer's written instructions.3. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shopcoated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Usesolvent or mechanical cleaning methods that comply with SSPC's recommendations.a. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coatbefore priming.b. Touch up bare areas and shop-applied prime coats that have been damaged. Wirebrush,clean with solvents recommended by paint manufacturer, and touch up withsame primer as the shop coat.4. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents sosurface is free of oil and surface contaminants. Remove pretreatment from galvanizedsheet metal fabricated from coil stock by mechanical methods. Lightly etch surface ifnecessary to promote adhesion of paints.D. Material Preparation: Mix and prepare paint materials according to manufacturer's writteninstructions.1. Maintain containers used in mixing and applying paint in a clean condition, free offoreign materials and residue.2. Stir material before application to produce a mixture of uniform density. Stir as requiredduring application. Do not stir surface film into material. If necessary, remove surfacefilm and strain material before using.3. Use only thinners approved by paint manufacturer and only within recommended limits.E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat whenmultiple coats of same material are applied. Tint undercoats to match the color of the finishcoat, but provide sufficient differences in shade of undercoats to distinguish each separate coat.3.3 APPLICATIONA. General: Apply paint according to manufacturer's written instructions. Use applicators andtechniques best suited for substrate and type of material being applied.1. Paint colors, surface treatments, and finishes are indicated in the paint schedules.2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditionsdetrimental to formation of a durable paint film.3. Provide finish coats that are compatible with primers used.4. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures,grilles, convector covers, covers for finned-tube radiation, and similar components are inplace. Extend coatings in these areas, as required, to maintain system integrity andprovide desired protection.5. Paint surfaces behind movable equipment and furniture the same as similar exposedsurfaces. Before final installation of equipment, paint surfaces behind permanently fixedequipment or furniture with prime coat only.6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible throughregisters or grilles.PAINTING 09910 - 8

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095437. Paint back sides of access panels and removable or hinged covers to match exposedsurfaces.B. Scheduling Painting: Coordinate with COTR application of paint. Apply first coat to surfacesthat have been cleaned, pretreated, or otherwise prepared for painting as soon as practicableafter preparation and before subsequent surface deterioration.1. The number of coats and film thickness required are the same regardless of applicationmethod. Do not apply succeeding coats until previous coat has cured as recommended bymanufacturer. If sanding is required to produce a smooth, even surface according tomanufacturer's written instructions, sand between applications.2. Omit primer over metal surfaces that have been shop primed and touchup painted.3. If undercoats, stains, or other conditions show through final coat of paint, applyadditional coats until paint film is of uniform finish, color, and appearance. Give specialattention to ensure that edges, corners, crevices, welds, and exposed fasteners receive adry film thickness equivalent to that of flat surfaces.4. Allow sufficient time between successive coats to permit proper drying. Do not recoatsurfaces until paint has dried to where it feels firm, and does not deform or feel stickyunder moderate thumb pressure, and until application of another coat of paint does notcause undercoat to lift or lose adhesion.C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicatorsaccording to manufacturer's written instructions.1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriatesize for surface or item being painted.2. Rollers: Use rollers of carpet, velvet-back, or high-pile sheep's wool as recommended bymanufacturer for material and texture required.3. Spray Equipment: Use airless spray equipment with orifice size as recommended bymanufacturer for material and texture required. Use of spray equipment in Control WingBasement may be restricted or prohibited. Coordinate with COTR.D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer'srecommended spreading rate to achieve dry film thickness indicated. Provide total dry filmthickness of the entire system as recommended by manufacturer.E. Mechanical Work: Painting mechanical work is limited to items exposed in occupied spaces.Mechanical items to be painted include the following:1. Metal piping where indicated. Do not paint copper and PVC.2. Ductwork, non-insulated externally where indicated.3. Primed equipment supports where indicated.4. Accessory items where indicatedF. Telecommunication items to be painted include, but are not limited to the following:1. Metal racks, which are not pre-finished and are exposed in occupied space, whereindicated.G. Fire Alarm and Sprinkler Systems: Refer to Division 13 Sections for requirements.PAINTING 09910 - 9

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-809543H. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure completecoverage with pores filled.I. Prime Coats: Before applying finish coats, apply a prime coat, as recommended bymanufacturer, to material that is required to be painted or finished and that has not been primecoated by others. Recoat primed and sealed surfaces where evidence of suction spots orunsealed areas in first coat appears, to ensure a finish coat with no burn-through or other defectsdue to insufficient sealing.J. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth,opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting,holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not beacceptable.K. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish,or repaint work not complying with requirements.3.4 FIELD QUALITY CONTROLA. The FAA reserves the right to invoke the following test procedure at any time and as often asthe FAA deems necessary during the period when paint is being applied:1. The FAA will engage the services of an independent testing agency to sample the paint materialbeing used. Samples of material delivered to the Project will be taken, identified,sealed, and certified in the presence of the Contractor.2. The testing agency will perform appropriate tests for the following characteristics as requiredby the FAA:a. Quantitative materials analysisb. Abrasion resistancec. Apparent reflectivityd. Flexibilitye. Washabilityf. Absorptiong. Accelerated weatheringh. Dry opacityi. Accelerated yellownessj. Recoatingk. Skinningl. Color retentionm. Alkali and mildew resistance3. If test results show material being used does not comply with specified requirements, theContractor may be directed to stop painting, remove non-complying paint, pay for testing,repaint surfaces coated with rejected paint, and remove rejected paint from previouslypainted surfaces if, upon repainting with specified paint, the two coatings are incompatible.PAINTING 09910 - 10

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095433.5 CLEANINGA. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discardedpaint materials from Project site.1. After completing painting, clean glass and paint-spattered surfaces. Remove spatteredpaint by washing and scraping without scratching or damaging adjacent finished surfaces.3.6 PROTECTIONA. Protect work of other trades, whether being painted or not, against damage from painting.Correct damage by cleaning, repairing or replacing, and repainting, as approved by COTR.B. Provide "Wet Paint" signs to protect newly painted finishes. After completing paintingoperations, remove temporary protective wrappings provided by others to protect their work.1. After work of other trades is complete, touch up and restore damaged or defaced paintedsurfaces. Comply with procedures specified in PDCA P1.3.7 INTERIOR PAINT SCHEDULEA. Concrete and Masonry (Other Than Concrete Unit Masonry): Provide the following paintsystems over interior concrete and brick masonry substrates:1. Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer.a. Primer: Interior concrete and masonry primer.b. Finish Coats: Interior low-luster acrylic enamel.B. Concrete Unit Masonry: Provide the following finish systems over interior concrete masonry:1. Low-Luster Acrylic-Enamel Finish: Two finish coats over a block filler.a. Block Filler: Concrete unit masonry block filler.b. Finish Coats: Interior low-luster acrylic enamel.C. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces:1. Flat Acrylic Finish: Two finish coats over a primer.a. Primer: Interior gypsum board primer.b. Finish Coats: Interior flat acrylic paint.2. Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer.a. Primer: Interior gypsum board primer.b. Finish Coats: Interior low-luster acrylic enamel.D. Plaster: Provide the following finish systems over new interior plaster surfaces:PAINTING 09910 - 11

DOOR REPAIRS AND REPLACEMENTS PROJECT FEBRUARY 2011ATLANTA (ZTL) AIR ROUTE TRAFFIC CONTROL CENTERFAA-ZTL-8095431. Flat Acrylic Finish: Two finish coats over a primer.a. Primer: Interior plaster primer.b. Finish Coats: Interior flat acrylic paint.2. Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer.a. Primer: Interior plaster primer.b. Finish Coats: Interior low-luster acrylic enamel.E. Wood and MBO: Provide the following paint finish systems over new interior wood surfaces:1. Semigloss Acrylic-Enamel Finish: Two finish coats over a wood undercoater.a. Primer: Interior wood primer for acrylic-enamel and semigloss alkyd-enamelfinishes.b. Finish Coats: Interior semigloss acrylic enamel.F. Ferrous Metal: Provide the following finish systems over ferrous metal:1. Semigloss Acrylic-Enamel Finish: Two finish coats over a primer.a. Primer: Interior ferrous-metal primer.b. Finish Coats: Interior semigloss acrylic enamel.G. Zinc-Coated Metal: Provide the following finish systems over interior zinc-coated metalsurfaces:1. Flat Acrylic Finish: Two finish coats over a primer.a. Primer: Interior zinc-coated metal primer.b. Finish Coats: Interior flat acrylic paint.H. All-Service Jacket over Insulation: Provide the following finish system on cotton or canvasinsulation covering:1. Flat Acrylic Finish: Two finish coats. Add fungicidal agent to render fabric mildewproof.a. Finish Coats: Interior flat latex-emulsion size.3.8 EXTERIOR PAINT SCHEDULEA. Galvanized-Metal Substrates:1. Semi-Gloss or Gloss Acrylic Finish. Provide two coats.a. Primer: Direct to Metal product is self-priming.b. Finish: Direct to Metal gloss or semi-gloss.PAINTING 09910 - 12

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