1. business and industrial
2. construction

Franklin Road Station
Commercial Building
2905 Old Fort Parkway
Murfreesboro, Tennessee
Project Manual
April 25, 2014
Architect’s Project No. 13-264
Project Manual
Franklin Road Station
Commercial Building
2905 Old Fort Parkway
Murfreesboro, Tennessee
April 25, 2014
Architect
John TeSelle, AIA
John TeSelle Architecture
405 Fairfax Avenue
Nashville, TN 37212
(615) 297-1919
04/25/2014
04/25/2014
TABLE OF CONTENTS
DIVISION 1 - GENERAL REQUIREMENTS
01 10 00
Summary
01 20 00
Price and Payment Procedures
01 25 00
Substitution Procedures
01 26 00
Contract Modification Procedures
01 30 00
Administrative Requirements
01 42 00
References
01 50 00
Temporary Facilities and Controls
01 60 00
Product Requirements
01 70 00
Execution and Closeout Requirements
01 74 19
Construction Waste Management And Disposal
DIVISION 4 - MASONRY
04 20 00
Unit Masonry
04 43 13
Stone Masonry Veneer
DIVISION 6 - WOOD AND PLASTICS
06 10 53
Miscellaneous Rough Carpentry
06 16 00
Sheathing
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07 21 00
Thermal Insulation
07 24 19
Exterior Insulation and Finish Systems
07 25 00
Weather Barriers
07 41 14
Metal Roof and Soffit Panels
07 46 00
TPO Roofing
07 62 00
Sheet Metal Flashing and Trim
07 71 00
Roof Specialties
07 72 00
Roof Accessories
07 92 00
Joint Sealants
DIVISION 8 - OPENINGS
08 11 13
Hollow Metal Doors and Frames
08 41 13
Aluminum-Framed Entrances and Storefronts
08 71 00
Door Hardware
08 80 00
Glazing
DIVISION 9 - FINISHES
09 22 16
Non-Structural Metal Framing
09 29 00
Gypsum Board
09 90 00
Painting And Coating
DIVISION 10 - SPECIALTIES
10 73 13
Awnings
Franklin Road Station
Murfreesboro, Tennessee
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1
A.
PROJECT INFORMATION
Project Identification: Franklin Road Station .
1.
Project Location: Lot 1, Autumn Wood Commercial Subdivision, Murfreesboro, TN.
B.
Owner: Dr. Zsolt Muller and Dr. Jamie Grider.
C.
Architect: John TeSelle Architecture, PC.
D.
Project Web Site: A project Web site administered by Architect will be used for purposes of
managing communication and documents during the construction stage.
1.
Web address: www.jt-architecture.com/bidding/station
E.
The Work consists of construction of a new multi-tenant commercial building, of approximately
14,197 square feet.
1.2
WORK RESTRICTIONS
A.
Contractor's Use of Premises: During construction, Contractor will have full use of site indicated.
Contractor's use of premises is limited only by Owner's right to perform work or employ other
contractors on portions of Project.
B.
Comply with local regulations regarding work hours, site disturbance, and erosion control.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
SUMMARY
011000 - 1
Franklin Road Station
Murfreesboro, Tennessee
SECTION 012000 - PRICE AND PAYMENT PROCEDURES
PART 1 - GENERAL
1.1
ALLOWANCES
A.
Advise Architect of the date when selection and purchase of each product or system described by
an allowance must be completed to avoid delaying the Work.
B.
At Architect's request, obtain proposals for each allowance for use in making final selections.
Include recommendations that are relevant to performing the Work.
C.
Purchase products and systems selected by Architect from the designated supplier.
D.
Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use
in fulfillment of each allowance.
E.
Allowance shall include cost to Contractor of specific products and materials ordered by Owner
or selected by Architect under allowance and shall include [taxes, ]freight and delivery to Project
site.
F.
Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor,
installation, overhead and profit, and similar costs related to products and materials under
allowance shall be included as part of the Contract Sum and not part of the allowance.
1.2
A.
PAYMENT PROCEDURES
Submit a Schedule of Values at least seven days before the initial Application for Payment. Break
down the Contract Sum into at least one line item for each Specification Section in the Project
Manual table of contents. Coordinate the schedule of values with Contractor's construction
schedule.
1.
2.
3.
4.
5.
Arrange schedule of values consistent with format of AIA Document G703.
Round amounts to nearest whole dollar; total shall equal the Contract Sum.
Provide a separate line item in the schedule of values for each part of the Work where
Applications for Payment may include materials or equipment purchased or fabricated and
stored, but not yet installed.
Provide separate line items in the schedule of values for initial cost of materials and for
total installed value of that part of the Work.
Provide a separate line item in the schedule of values for each allowance.
B.
Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for
Applications for Payment.
C.
Submit two copies of each application for payment according to the schedule established in
Owner/Contractor Agreement.
1.
Notarize and execute by a person authorized to sign legal documents on behalf of
Contractor.
PRICE AND PAYMENT PROCEDURES
012000 - 1
Franklin Road Station
2.
3.
Murfreesboro, Tennessee
With each Application for Payment, submit waivers of mechanic's liens from
subcontractors, sub-subcontractors, and suppliers for construction period covered by the
previous application.
Submit final Application for Payment with or preceded by conditional final waivers from
every entity involved with performance of the Work covered by the application who is
lawfully entitled to a lien.
a.
b.
c.
d.
e.
Include insurance certificates, proof that taxes, fees, and similar obligations were
paid, and evidence that claims have been settled.
Include affidavit of payment of debts and claims on AIA Document G706.
Include affidavit of release of liens on AIA Document G706A.
Include consent of surety to final payment on AIA Document G707.
Submit final meter readings for utilities, a record of stored fuel, and similar data as
of the date of Substantial Completion or when Owner took possession of and
assumed responsibility for corresponding elements of the Work.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
END OF SECTION 012000
PRICE AND PAYMENT PROCEDURES
012000 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1
SUBSTITUTION PROCEDURES
A.
Substitutions include changes in products, materials, equipment, and methods of construction
from those required by the Contract Documents and proposed by Contractor.
B.
Substitution Requests: Submit three copies of each request for consideration. Identify product or
fabrication or installation method to be replaced. Include Specification Section number and title
and Drawing numbers and titles.
1.
2.
3.
C.
Architect will review proposed substitutions and notify Contractor of their acceptance or
rejection by Change Order. If necessary, Architect will request additional information or
documentation for evaluation.
1.
D.
Substitution Request Form: Use CSI Form 13.1A.
Submit requests within 14 days after the Notice to Proceed.
Identify product to be replaced and show compliance with requirements for substitutions.
Include a detailed comparison of significant qualities of proposed substitution with those of
the Work specified, a list of changes needed to other parts of the Work required to
accommodate proposed substitution, and any proposed changes in the Contract Sum or
the Contract Time should the substitution be accepted.
Architect will notify Contractor of acceptance or rejection of proposed substitution within
15 days of receipt of request, or seven days of receipt of additional information or
documentation, whichever is later.
Do not submit unapproved substitutions on Shop Drawings or other submittals.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012500
SUBSTITUTION PROCEDURES
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Murfreesboro, Tennessee
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1
CONTRACT MODIFICATION PROCEDURES
A.
Architect will issue supplemental instructions authorizing minor changes in the Work, not
involving adjustment to the Contract Sum or the Contract Time.
B.
Owner-Initiated Proposal Requests:
changes in the Work.
1.
2.
Architect will issue a detailed description of proposed
Proposal Requests are not instructions either to stop work in progress or to execute the
proposed change.
Within time specified in Proposal Request or 20 days, when not otherwise specified, after
receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract
Sum and the Contract Time.
C.
Contractor-Initiated Proposals: If latent or changed conditions require modifications to the
Contract, Contractor may initiate a claim by submitting a request for a change to Architect.
D.
On Owner's approval of a Proposal Request, Architect will issue a Change Order for signatures
of Owner and Contractor, for all changes to the Contract Sum or the Contract Time.
E.
Architect may issue a Construction Change Directive. Construction Change Directive instructs
Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
1.
F.
Construction Change Directive contains a complete description of change in the Work. It
also designates method to be followed to determine change in the Contract Sum or the
Contract Time.
Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive. After completion of change, submit an itemized account and
supporting data necessary to substantiate cost and time adjustments to the Contract.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012600
CONTRACT MODIFICATION PROCEDURES
012600 - 1
Franklin Road Station
Murfreesboro, Tennessee
SECTION 013000 - ADMINISTRATIVE REQUIREMENTS
PART 1 - GENERAL
1.1
PROJECT MANAGEMENT AND COORDINATION
A.
Subcontract List: Submit a written summary identifying individuals or firms proposed for each
portion of the Work.
B.
Key Personnel Names: Within 15 days of starting construction operations, submit a list of key
personnel assignments, including superintendent and other personnel in attendance at Project
site. List e-mail addresses and telephone numbers.
C.
Coordinate construction operations included in different Sections of the Specifications to ensure
efficient and orderly installation of each part of the Work.
D.
Requests for Information (RFIs): On discovery of the need for additional information or
interpretation of the Contract Documents, Contractor shall prepare and submit an RFI. Use
AIA Document G716 or forms acceptable to Architect and Owner.
E.
Schedule and conduct progress meetings at Project site at biweekly intervals. Notify Owner and
Architect of meeting dates and times. Require attendance of each subcontractor or other entity
concerned with current progress or involved in planning, coordination, or performance of future
activities.
1.
1.2
A.
SUBMITTAL ADMINISTRATIVE REQUIREMENTS
Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and
related activities that require sequential activity.
1.
All submittals shall be sent at PDF documents emailed directly to Architect. Only one copy
of the submittal shall be send when emailed as a PDF. It shall be the Contractor's
responsibility to obtain submittals from subcontractors in PDF form, or to scan paper
submittals to PDF.
2.
No extension of the Contract Time will be authorized because of failure to transmit
submittals enough in advance of the Work to permit processing, including resubmittals.
Architect will return submittals, without review, received from sources other than
Contractor.
3.
B.
Record minutes and distribute to everyone concerned, including Owner and Architect.
Place a permanent label or title block on each submittal for identification. Provide a space
approximately 6 by 8 inches (150 by 200 mm) on label or beside title block to record
Contractor's review and approval markings and action taken by Architect. Include the following
information on the label:
1.
2.
3.
Project name.
Date.
Name and address of Contractor.
ADMINISTRATIVE REQUIREMENTS
013000 - 1
Franklin Road Station
4.
5.
C.
1.3
A.
Name and address of subcontractor or supplier.
Number and title of appropriate Specification Section.
Identify deviations from the Contract Documents on submittals.
SUBMITTAL PROCEDURES
General Submittal Procedure Requirements:
individual Specification Sections.
1.
A.
Product Data: Mark each copy to show applicable products and options. Include the following:
2.
3.
4.
5.
and
installation
Dimensions and identification of products.
Fabrication and installation drawings and roughing-in and setting diagrams.
Wiring diagrams showing field-installed wiring.
Notation of coordination requirements.
Notation of dimensions established by field measurement.
Samples: Submit Samples for review of kind, color, pattern, and texture and for a comparison of
these characteristics between submittal and actual component as delivered and installed. Include
name of manufacturer and product name on label.
1.
1.5
Manufacturer's written recommendations, product specifications,
instructions.
Wiring diagrams showing factory-installed wiring.
Printed performance curves and operational range diagrams.
Testing by recognized testing agency.
Compliance with specified standards and requirements.
Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base
Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit
on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 42 inches (762
by 1067 mm). Include the following:
1.
2.
3.
4.
5.
C.
Architect will return annotated file. Annotate and retain one copy of file as an
electronic Project record document file.
ACTION SUBMITTALS
1.
B.
Prepare and submit submittals required by
Submit electronic submittals via email as PDF electronic files.
a.
1.4
Murfreesboro, Tennessee
If variation is inherent in material or product, submit at least three sets of paired units that
show variations.
INFORMATIONAL SUBMITTALS
A.
Qualification Data: Include lists of completed projects with project names and addresses, names
and addresses of architects and owners, and other information specified.
B.
Product Certificates: Prepare written statements on manufacturer's letterhead certifying that
product complies with requirements in the Contract Documents.
ADMINISTRATIVE REQUIREMENTS
013000 - 2
Franklin Road Station
1.6
A.
DELEGATED DESIGN SERVICES
Performance and Design Criteria: Where professional design services or certifications by a
design professional are specifically required of Contractor by the Contract Documents, provide
products and systems complying with specific performance and design criteria indicated.
1.
B.
If criteria indicated are not sufficient to perform services or certification required, submit a
written request for additional information to Architect.
Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required
submittals, submit a statement, signed and sealed by the responsible design professional, for
each product and system specifically assigned to Contractor to be designed or certified by a
design professional.
1.
1.7
Murfreesboro, Tennessee
Indicate that products and systems comply with performance and design criteria in the
Contract Documents. Include list of codes, loads, and other factors used in performing
these services.
CONTRACTOR'S CONSTRUCTION SCHEDULE
A.
Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type
schedule within 30 days of date established for the Notice to Proceed.
B.
Preparation: Indicate each significant construction activity separately. Identify first workday of
each week with a continuous vertical line.
C.
Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs.
On the line, show planned and actual dollar volume of the Work performed as of planned and
actual dates used for preparation of payment requests.
D.
Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days
behind the current approved schedule, submit a separate recovery schedule indicating means by
which Contractor intends to regain compliance with the schedule. Indicate changes to working
hours, working days, crew sizes, and equipment required to achieve compliance, and indicate
date by which recovery will be accomplished.
PART 2 - EXECUTION
2.1
SUBMITTAL REVIEW
A.
Review each submittal and check for coordination with other Work of the Contract and for
compliance with the Contract Documents. Note corrections and field dimensions. Mark with
approval stamp before submitting to Architect.
B.
Architect will review each action submittal, make marks to indicate corrections or modifications
required, will stamp each submittal with an action stamp, and will mark stamp appropriately to
indicate action.
C.
Informational Submittals: Architect will review each submittal and will not return it, or will return
it if it does not comply with requirements. Architect will forward each submittal to appropriate
party.
ADMINISTRATIVE REQUIREMENTS
013000 - 3
Franklin Road Station
D.
2.2
A.
Submittals not required by the Contract Documents may not be reviewed and may be discarded.
CONTRACTOR'S CONSTRUCTION SCHEDULE
Updating: At monthly intervals, update schedule to reflect actual construction progress and
activities. Issue schedule one week before each regularly scheduled progress meeting.
1.
B.
Murfreesboro, Tennessee
As the Work progresses, indicate Actual Completion percentage for each activity.
Distribute copies of approved schedule to Owner, Architect, subcontractors, testing and
inspecting agencies, and parties identified by Contractor with a need-to-know schedule
responsibility. When revisions are made, distribute updated schedules to the same parties.
END OF SECTION 013000
ADMINISTRATIVE REQUIREMENTS
013000 - 4
Franklin Road Station
Murfreesboro, Tennessee
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Testing and inspecting services are required to verify compliance with requirements specified or
indicated. These services do not relieve Contractor of responsibility for compliance with the
Contract Document requirements.
B.
Referenced Standards: If compliance with two or more standards is specified and the standards
establish different or conflicting requirements, comply with the most stringent requirement. Refer
uncertainties to Architect for a decision.
C.
Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the
minimum. The actual installation may exceed the minimum within reasonable limits. Indicated
numeric values are minimum or maximum, as appropriate, for the context of requirements.
Refer uncertainties to Architect for a decision.
D.
Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit
copy of written statement of responsibility sent to authorities having jurisdiction before starting
work on the following systems:
1.
2.
E.
Test and Inspection Reports: Prepare and submit certified written reports specified in other
Sections. Include the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
F.
Seismic-force-resisting system, designated seismic system, or component listed in the
designated seismic system quality-assurance plan prepared by Architect.
Main wind-force-resisting system or a wind-resisting component listed in the wind-forceresisting system quality-assurance plan prepared by Architect.
Date of issue.
Project title and number.
Name, address, and telephone number of testing agency.
Dates and locations of samples and tests or inspections.
Names of individuals making tests and inspections.
Description of the Work and test and inspection method.
Identification of product and Specification Section.
Complete test or inspection data.
Test and inspection results and an interpretation of test results.
Record of temperature and weather conditions at time of sample taking and testing and
inspecting.
Comments or professional opinion on whether tested or inspected Work complies with the
Contract Document requirements.
Name and signature of laboratory inspector.
Recommendations on retesting and reinspecting.
Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,
certifications, inspection reports, notices, receipts for fee payments, and similar documents,
established for compliance with standards and regulations bearing on performance of the Work.
QUALITY REQUIREMENTS
014000 - 1
Franklin Road Station
Murfreesboro, Tennessee
G.
Professional Engineer Qualifications: A professional engineer who is legally qualified to practice
in jurisdiction where Project is located and who is experienced in providing engineering services
of the kind indicated.
H.
Testing Agency Qualifications: An independent agency with the experience and capability to
conduct testing and inspecting indicated; and where required by authorities having jurisdiction,
that is acceptable to authorities.
I.
Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's
responsibility, provide quality-control services, including retesting and reinspecting, for
construction that replaced Work that failed to comply with the Contract Documents.
J.
Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of
duties. Provide qualified personnel to perform required tests and inspections.
1.
2.
3.
K.
Associated Services: Cooperate with testing agencies and provide reasonable auxiliary services
as requested. Provide the following:
1.
2.
3.
4.
5.
L.
Notify Architect and Contractor of irregularities or deficiencies in the Work observed during
performance of its services.
Do not release, revoke, alter, or increase requirements of the Contract Documents or
approve or accept any portion of the Work.
Do not perform any duties of Contractor.
Access to the Work.
Incidental labor and facilities necessary to facilitate tests and inspections.
Adequate quantities of representative samples of materials that require testing and
inspecting. Assist agency in obtaining samples.
Facilities for storage and field curing of test samples.
Security and protection for samples and for testing and inspecting equipment.
Coordination: Coordinate sequence of activities to accommodate required quality-assurance
and -control services with a minimum of delay and to avoid necessity of removing and replacing
construction to accommodate testing and inspecting.
1.
Schedule times for tests, inspections, obtaining samples, and similar activities.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1
REPAIR AND PROTECTION
A.
General: On completion of testing, inspecting, sample taking, and similar services, repair
damaged construction and restore substrates and finishes.
B.
Repair and protection are Contractor's responsibility, regardless of the assignment of
responsibility for quality-control services.
END OF SECTION 014000
QUALITY REQUIREMENTS
014000 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 014200 - REFERENCES
PART 1 - GENERAL
1.1
GENERAL REQUIREMENTS
A.
Publication Dates: Comply with standards in effect as of date of the Contract Documents unless
otherwise indicated.
B.
Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the entities in the following
list. Names are subject to change and are believed to be accurate and up-to-date as of the date
of the Contract Documents.
AA
Aluminum Association, Inc. (The)
AAADM
American Association of Automatic Door Manufacturers
AABC
Associated Air Balance Council
AAMA
American Architectural Manufacturers Association
AASHTO
American Association of State Highway and Transportation Officials
AATCC
American Association of Textile Chemists and Colorists
ABAA
Air Barrier Association of America
ABMA
American Bearing Manufacturers Association
ACI
American Concrete Institute
ACPA
American Concrete Pipe Association
AEIC
Association of Edison Illuminating Companies, Inc. (The)
AF&PA
American Forest & Paper Association
AGA
American Gas Association
AHAM
Association of Home Appliance Manufacturers
AHRI
Air-Conditioning, Heating, and Refrigeration Institute, The
AI
Asphalt Institute
AIA
American Institute of Architects (The)
AISC
American Institute of Steel Construction
AISI
American Iron and Steel Institute
REFERENCES
014200 - 1
Franklin Road Station
Murfreesboro, Tennessee
AITC
American Institute of Timber Construction
ALSC
American Lumber Standard Committee, Incorporated
AMCA
Air Movement and Control Association International, Inc.
ANSI
American National Standards Institute
AOSA
Association of Official Seed Analysts, Inc.
APA
Architectural Precast Association
APA
APA - The Engineered Wood Association
API
American Petroleum Institute
ARI
Air-Conditioning & Refrigeration Institute
ARMA
Asphalt Roofing Manufacturers Association
ASCE
American Society of Civil Engineers
ASCE/SEI
American Society of Civil Engineers/Structural Engineering Institute
(See ASCE)
ASHRAE
American Society of Heating, Refrigerating and Air-Conditioning Engineers
ASME
ASME International
(American Society of Mechanical Engineers International)
ASSE
American Society of Sanitary Engineering
ASTM
ASTM International
(American Society for Testing and Materials International)
AWCI
Association of the Wall and Ceiling Industry
AWCMA
American Window Covering Manufacturers Association
(Now WCMA)
AWI
Architectural Woodwork Institute
AWPA
American Wood Protection Association
(Formerly: American Wood Preservers' Association)
AWS
American Welding Society
AWWA
American Water Works Association
BHMA
Builders Hardware Manufacturers Association
BIA
Brick Industry Association (The)
REFERENCES
014200 - 2
Franklin Road Station
Murfreesboro, Tennessee
BICSI
BICSI, Inc.
BIFMA
BIFMA International
(Business and Institutional Furniture Manufacturer's Association International)
BISSC
Baking Industry Sanitation Standards Committee
CCC
Carpet Cushion Council
CDA
Copper Development Association
CEA
Canadian Electricity Association
CEA
Consumer Electronics Association
CFFA
Chemical Fabrics & Film Association, Inc.
CGA
Compressed Gas Association
CIMA
Cellulose Insulation Manufacturers Association
CISCA
Ceilings & Interior Systems Construction Association
CISPI
Cast Iron Soil Pipe Institute
CLFMI
Chain Link Fence Manufacturers Institute
CPA
Composite Panel Association
CPPA
Corrugated Polyethylene Pipe Association
CRI
Carpet and Rug Institute (The)
CRRC
Cool Roof Rating Council
CRSI
Concrete Reinforcing Steel Institute
CSA
Canadian Standards Association
CSA
CSA International
(Formerly: IAS - International Approval Services)
CSI
Cast Stone Institute
CSI
Construction Specifications Institute (The)
CSSB
Cedar Shake & Shingle Bureau
CTI
Cooling Technology Institute
(Formerly: Cooling Tower Institute)
DHI
Door and Hardware Institute
EIA
Electronic Industries Alliance
REFERENCES
014200 - 3
Franklin Road Station
Murfreesboro, Tennessee
EIMA
EIFS Industry Members Association
EJCDC
Engineers Joint Contract Documents Committee
EJMA
Expansion Joint Manufacturers Association, Inc.
ESD
ESD Association
(Electrostatic Discharge Association)
ETL SEMCO
Intertek ETL SEMCO
(Formerly: ITS - Intertek Testing Service NA)
FM Approvals
FM Approvals LLC
FM Global
FM Global
(Formerly: FMG - FM Global)
FRSA
Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.
FSA
Fluid Sealing Association
FSC
Forest Stewardship Council
GA
Gypsum Association
GANA
Glass Association of North America
GRI
(Part of GSI)
GS
Green Seal
GSI
Geosynthetic Institute
HI
Hydronics Institute
HI/GAMA
Hydronics Institute/Gas Appliance Manufacturers Association
Division of Air-Conditioning, Heating, and Refrigeration Institute (AHRI)
HMMA
Hollow Metal Manufacturers Association
(Part of NAAMM)
HPVA
Hardwood Plywood & Veneer Association
IAPSC
International Association of Professional Security Consultants
ICBO
International Conference of Building Officials
ICEA
Insulated Cable Engineers Association, Inc.
ICPA
International Cast Polymer Association
ICRI
International Concrete Repair Institute, Inc.
REFERENCES
014200 - 4
Franklin Road Station
Murfreesboro, Tennessee
IEC
International Electrotechnical Commission
IEEE
Institute of Electrical and Electronics Engineers, Inc. (The)
IESNA
Illuminating Engineering Society of North America
IEST
Institute of Environmental Sciences and Technology
IGMA
Insulating Glass Manufacturers Alliance
ILI
Indiana Limestone Institute of America, Inc.
ISA
Instrumentation, Systems, and Automation Society, The
ISO
International Organization for Standardization
Available from ANSI
ISSFA
International Solid Surface Fabricators Association
ITS
Intertek Testing Service NA
(Now ETL SEMCO)
ITU
International Telecommunication Union
KCMA
Kitchen Cabinet Manufacturers Association
LGSEA
Light Gauge Steel Engineers Association
LPI
Lightning Protection Institute
MBMA
Metal Building Manufacturers Association
MCA
Metal Construction Association
MFMA
Maple Flooring Manufacturers Association, Inc.
MFMA
Metal Framing Manufacturers Association, Inc.
MH
Material Handling
(Now MHIA)
MHIA
Material Handling Industry of America
MIA
Marble Institute of America
MPI
Master Painters Institute
MSS
Manufacturers Standardization Society of The Valve and Fittings Industry Inc.
NAAMM
National Association of Architectural Metal Manufacturers
NACE
NACE International
(National Association of Corrosion Engineers International)
REFERENCES
014200 - 5
Franklin Road Station
Murfreesboro, Tennessee
NADCA
National Air Duct Cleaners Association
NAGWS
National Association for Girls and Women in Sport
NAIMA
North American Insulation Manufacturers Association
NBGQA
National Building Granite Quarries Association, Inc.
NCMA
National Concrete Masonry Association
NCTA
National Cable & Telecommunications Association
NEBB
National Environmental Balancing Bureau
NECA
National Electrical Contractors Association
NeLMA
Northeastern Lumber Manufacturers' Association
NEMA
National Electrical Manufacturers Association
NETA
InterNational Electrical Testing Association
NFPA
NFPA
(National Fire Protection Association)
NFRC
National Fenestration Rating Council
NGA
National Glass Association
NHLA
National Hardwood Lumber Association
NLGA
National Lumber Grades Authority
NOFMA
NOFMA: The Wood Flooring Manufacturers Association
(Formerly: National Oak Flooring Manufacturers Association)
NOMMA
National Ornamental & Miscellaneous Metals Association
NRCA
National Roofing Contractors Association
NRMCA
National Ready Mixed Concrete Association
NSF
NSF International
(National Sanitation Foundation International)
NSSGA
National Stone, Sand & Gravel Association
NTMA
National Terrazzo & Mosaic Association, Inc. (The)
PCI
Precast/Prestressed Concrete Institute
PDI
Plumbing & Drainage Institute
PGI
PVC Geomembrane Institute
REFERENCES
014200 - 6
Franklin Road Station
Murfreesboro, Tennessee
PTI
Post-Tensioning Institute
RCSC
Research Council on Structural Connections
RFCI
Resilient Floor Covering Institute
RIS
Redwood Inspection Service
SAE
SAE International
SCAQMD
South Coast Air Quality Management District
SCTE
Society of Cable Telecommunications Engineers
SDI
Steel Deck Institute
SDI
Steel Door Institute
SEFA
Scientific Equipment and Furniture Association
SEI/ASCE
Structural Engineering Institute/American Society of Civil Engineers
(See ASCE)
SIA
Security Industry Association
SJI
Steel Joist Institute
SMA
Screen Manufacturers Association
SMACNA
Sheet Metal and Air Conditioning Contractors'
National Association
SMPTE
Society of Motion Picture and Television Engineers
SPFA
Spray Polyurethane Foam Alliance
(Formerly: SPI/SPFD - The Society of the Plastics Industry, Inc.; Spray Polyurethane
Foam Division)
SPIB
Southern Pine Inspection Bureau (The)
SPRI
Single Ply Roofing Industry
SSINA
Specialty Steel Industry of North America
SSPC
SSPC: The Society for Protective Coatings
STI
Steel Tank Institute
SWI
Steel Window Institute
TCNA
Tile Council of North America, Inc.
TEMA
Tubular Exchanger Manufacturers Association
REFERENCES
014200 - 7
Franklin Road Station
Murfreesboro, Tennessee
TIA/EIA
Telecommunications Industry Association/Electronic Industries Alliance
TMS
The Masonry Society
TPI
Truss Plate Institute, Inc.
TPI
Turfgrass Producers International
TRI
Tile Roofing Institute
UL
Underwriters Laboratories Inc.
UNI
Uni-Bell PVC Pipe Association
USGBC
U.S. Green Building Council
USITT
United States Institute for Theatre Technology, Inc.
WASTEC
Waste Equipment Technology Association
WCLIB
West Coast Lumber Inspection Bureau
WCMA
Window Covering Manufacturers Association
WDMA
Window & Door Manufacturers Association
(Formerly: NWWDA - National Wood Window and Door Association)
WI
Woodwork Institute (Formerly: WIC - Woodwork Institute of California)
WIC
Woodwork Institute of California
(Now WI)
WMMPA
Wood Moulding & Millwork Producers Association
WSRCA
Western States Roofing Contractors Association
WWPA
Western Wood Products Association
C.
Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities in the following list. Names, are
subject to change and are believed to be accurate and up-to-date as of the date of the Contract
Documents.
DIN
Deutsches Institut fur Normung e.V.
IAPMO
International Association of Plumbing and Mechanical Officials
ICC
International Code Council
ICC-ES
DIN
ICC Evaluation Service, Inc.
Deutsches Institut fur Normung e.V.
IAPMO
International Association of Plumbing and Mechanical Officials
REFERENCES
014200 - 8
Franklin Road Station
ICC
International Code Council
ICC-ES
ICC Evaluation Service, Inc.
Murfreesboro, Tennessee
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200
REFERENCES
014200 - 9
Franklin Road Station
Murfreesboro, Tennessee
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Use Charges: Installation and removal of and use charges for temporary facilities shall be
included in the Contract Sum unless otherwise indicated.
B.
Erosion- and Sedimentation-Control Plan: Submit plan showing compliance with requirements of
EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.
C.
Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary
electric service. Install service to comply with NFPA 70.
D.
Accessible Temporary Egress: Comply with applicable provisions in ICC A117.1.
PART 2 - PRODUCTS
2.1
A.
2.2
TEMPORARY FACILITIES
Provide field offices, storage and fabrication sheds, and other support facilities as necessary for
construction operations. Store combustible materials apart from building.
EQUIPMENT
A.
Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by
locations and classes of fire exposures.
B.
HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented,
self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control.
1.
2.
3.
Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating
units is prohibited.
Heating Units: Listed and labeled for type of fuel being consumed, by a testing agency
acceptable to authorities having jurisdiction, and marked for intended use.
Permanent HVAC System: If Owner authorizes use of permanent HVAC system for
temporary use during construction, provide filter with MERV of 8 at each return-air grille in
system and remove at end of construction.
PART 3 - EXECUTION
3.1
A.
TEMPORARY UTILITY INSTALLATION
General: Install temporary service or connect to existing service.
TEMPORARY FACILITIES AND CONTROLS
015000 - 1
Franklin Road Station
1.
B.
Murfreesboro, Tennessee
Arrange with utility company, Owner, and existing users for time when service can be
interrupted, if necessary, to make connections for temporary services.
Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply
with regulations and health codes for type, number, location, operation, and maintenance of
fixtures and facilities.
1.
Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are
cleaned and maintained in a condition acceptable to Owner. At Substantial Completion,
restore these facilities to condition existing before initial use.
C.
Heating and Cooling: Provide temporary heating and cooling required for curing or drying of
completed installations or for protecting installed construction from adverse effects of low
temperatures or high humidity. Select equipment that will not have a harmful effect on
completed installations or elements being installed.
D.
Provide temporary lighting with local switching that provides adequate illumination for
construction operations, observations, inspections, and traffic conditions.
3.2
SUPPORT FACILITIES INSTALLATION
A.
Install project identification and other signs in locations approved by Owner to inform the public
and persons seeking entrance to Project.
B.
Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste
from construction operations. Comply with requirements of authorities having jurisdiction.
3.3
SECURITY AND PROTECTION FACILITIES INSTALLATION
A.
Provide protection, operate temporary facilities, and conduct construction as required to comply
with environmental regulations and that minimize possible air, waterway, and subsoil
contamination or pollution or other undesirable effects.
B.
Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne
dust to undisturbed areas and to adjacent properties and walkways, according to requirements of
2003 EPA Construction General Permit or authorities having jurisdiction, whichever is more
stringent.
C.
Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line
of trees to protect vegetation from damage from construction operations. Protect tree root
systems from damage, flooding, and erosion.
D.
Pest Control: Engage pest-control service to recommend practices to minimize attraction and
harboring of rodents, roaches, and other pests and to perform extermination and control
procedures at regular intervals so Project will be free of pests and their residues at Substantial
Completion. Perform control operations lawfully, using environmentally safe materials.
E.
Barricades, Warning Signs, and Lights: Comply with requirements of authorities having
jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.
TEMPORARY FACILITIES AND CONTROLS
015000 - 2
Franklin Road Station
Murfreesboro, Tennessee
F.
Provide temporary enclosures for protection of construction, in progress and completed, from
exposure, foul weather, other construction operations, and similar activities. Provide temporary
weathertight enclosure for building exterior.
G.
Install and maintain temporary fire-protection facilities. Comply with NFPA 241.
3.4
A.
MOISTURE AND MOLD CONTROL
Before installation of weather barriers, protect materials from water damage and keep porous
and organic materials from coming into prolonged contact with concrete.
1.
2.
3.
B.
After installation of weather barriers but before full enclosure and conditioning of building,
protect as follows:
1.
2.
3.
4.
5.
3.5
Protect stored and installed material from flowing or standing water.
Remove standing water from decks.
Keep deck openings covered or dammed.
Do not load or install drywall or porous materials into partially enclosed building.
Discard water-damaged material.
Do not install material that is wet.
Discard, replace, or clean stored or installed material that begins to grow mold.
Perform work in a sequence that allows any wet materials adequate time to dry before
enclosing the material in drywall or other interior finishes.
OPERATION, TERMINATION, AND REMOVAL
A.
Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse,
limit availability of temporary facilities to essential and intended uses.
B.
Remove each temporary facility when need for its service has ended, when it has been replaced
by authorized use of a permanent facility, or no later than Substantial Completion.
C.
At Substantial Completion, repair, renovate, and clean permanent facilities used during
construction period.
END OF SECTION 015000
TEMPORARY FACILITIES AND CONTROLS
015000 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
The term "product" includes the terms "material," "equipment," "system," and terms of similar
intent.
B.
Comparable Product Requests: Submit request for consideration of each comparable product.
Identify product or fabrication or installation method to be replaced.
1.
2.
Show compliance with requirements for comparable product requests.
Architect will review the proposed product and notify Contractor of its acceptance or
rejection.
C.
Basis-of-Design Product Specification Submittal: Show compliance with requirements.
D.
Compatibility of Options: If Contractor is given option of selecting between two or more
products, select product compatible with products previously selected.
E.
Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
1.
2.
3.
4.
5.
F.
Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.
Deliver products to Project site in manufacturer's original sealed container or packaging,
complete with labels and instructions for handling, storing, unpacking, protecting, and
installing.
Inspect products on delivery to ensure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
Store materials in a manner that will not endanger Project structure.
Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation.
Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on
product warranties do not relieve Contractor of obligations under requirements of the Contract
Documents.
PART 2 - PRODUCTS
2.1
A.
PRODUCT SELECTION PROCEDURES
Provide products that comply with the Contract Documents, are undamaged, and, unless
otherwise indicated, are new at the time of installation.
1.
Provide products complete with accessories, trim, finish, and other devices and
components needed for a complete installation and the intended use and effect.
PRODUCT REQUIREMENTS
016000 - 1
Franklin Road Station
2.
3.
B.
Murfreesboro, Tennessee
Where products are accompanied by the term "as selected," Architect will make selection.
Descriptive, performance, and reference standard requirements in the Specifications
establish salient characteristics of products.
Where the following headings are used to list products or manufacturers, the Contractor's options
for product selection are as follows:
1.
Products:
a.
b.
2.
Manufacturers:
a.
b.
3.
Where requirements include "one of the following," provide one of the products
listed that complies with requirements.
Where requirements do not include "one of the following," provide one of the
products listed that complies with requirements or a comparable product.
Where requirements include "one of the following," provide a product that complies
with requirements by one of the listed manufacturers.
Where requirements do not include "one of the following," provide a product that
complies with requirements by one of the listed manufacturers or another
manufacturer.
Basis-of-Design Product: Provide the product named, or indicated on the Drawings, or a
comparable product by one of the listed manufacturers.
C.
Where Specifications require "match Architect's sample," provide a product that complies with
requirements and matches Architect's sample. Architect's decision will be final on whether a
proposed product matches.
D.
Where Specifications include the phrase "as selected by Architect from manufacturer's full range"
or similar phrase, select a product that complies with requirements. Architect will select color,
gloss, pattern, density, or texture from manufacturer's product line that includes both standard
and premium items.
2.2
A.
COMPARABLE PRODUCTS
Architect will consider Contractor's request for comparable product when the following conditions
are satisfied:
1.
2.
3.
4.
Evidence that the proposed product does not require revisions to the Contract Documents,
that it is consistent with the Contract Documents and will produce the indicated results, and
that it is compatible with other portions of the Work.
Detailed comparison of significant qualities of proposed product with those named in the
Specifications.
List of similar installations for completed projects, if requested.
Samples, if requested.
PART 3 - EXECUTION (Not Used)
END OF SECTION 016000
PRODUCT REQUIREMENTS
016000 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1
EXECUTION REQUIREMENTS
A.
Certificates: Submit certificate signed by land surveyor certifying that location and elevation of
improvements comply with requirements.
B.
Cutting and Patching:
1.
2.
3.
C.
1.2
Structural Elements: When cutting and patching structural elements, notify Architect of
locations and details of cutting and await directions from Architect before proceeding.
Shore, brace, and support structural elements during cutting and patching.
Operational Elements: Do not cut and patch operating elements and related components
in a manner that results in reducing their capacity to perform as intended or that results in
increased maintenance or decreased operational life or safety.
Visual Elements: Do not cut and patch construction in a manner that results in visual
evidence of cutting and patching. Do not cut and patch exposed construction in a manner
that would, in Architect's opinion, reduce the building's aesthetic qualities.
Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written
recommendations and instructions for installation of products and equipment.
CLOSEOUT SUBMITTALS
A.
Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.
B.
Certified List of Incomplete Items: Final submittal at Final Completion.
C.
Operation and Maintenance Data: Submit one copy of manual.
D.
PDF Electronic File: Assemble manual into a composite electronically indexed file. Submit on
digital media.
E.
Record Drawings: Submit one set(s) of marked-up record prints.
1.3
SUBSTANTIAL COMPLETION PROCEDURES
A.
Prepare a list of items to be completed and corrected (punch list), the value of items on the list,
and reasons why the Work is not complete.
B.
Submittals Prior to Substantial Completion: Before requesting Substantial Completion inspection,
complete the following:
1.
Obtain and submit releases from authorities having jurisdiction permitting Owner
unrestricted use of the Work and access to services and utilities. Include occupancy
permits, operating certificates, and similar releases.
EXECUTION AND CLOSEOUT REQUIREMENTS
017000 - 1
Franklin Road Station
2.
3.
4.
5.
C.
7.
8.
9.
1.4
A.
Before requesting Substantial Completion
Advise Owner of pending insurance changeover requirements.
Make final changeover of permanent locks and deliver keys to Owner.
Complete startup and testing of systems and equipment.
Perform preventive maintenance on equipment used prior to Substantial Completion.
Advise Owner of changeover in heat and other utilities.
Participate with Owner in conducting inspection and walkthrough with local emergency
responders.
Remove temporary facilities and controls.
Complete final cleaning requirements, including touchup painting.
Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
Inspection: Submit a written request for inspection for Substantial Completion. On receipt of
request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements.
Architect will prepare the Certificate of Substantial Completion after inspection or will advise
Contractor of items that must be completed or corrected before certificate will be issued.
FINAL COMPLETION PROCEDURES
Submittals Prior to Final Completion:
completion, complete the following:
1.
2.
3.
4.
B.
Submit closeout submittals specified in other sections, including project record documents,
operation and maintenance manuals, property surveys, similar final record information,
warranties, workmanship bonds, maintenance service agreements, final certifications, and
similar documents.
Submit maintenance material submittals specified in other sections, including tools, spare
parts, extra materials, and similar items, and deliver to location designated by Architect.
Submit test/adjust/balance records.
Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
Procedures Prior to Substantial Completion:
inspection, complete the following:
1.
2.
3.
4.
5.
6.
D.
Murfreesboro, Tennessee
Before requesting inspection for determining final
Submit a final Application for Payment.
Submit certified copy of Architect's Substantial Completion inspection list of items to be
completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the
list shall state that each item has been completed or otherwise resolved.
Certificate of Insurance: Submit evidence of final, continuing insurance coverage
complying with insurance requirements.
Submit pest-control final inspection report.
Submit a written request for final inspection for acceptance. On receipt of request, Architect will
either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will
prepare final Certificate for Payment after inspection or will advise Contractor of items that must
be completed or corrected before certificate will be issued.
1.
Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
EXECUTION AND CLOSEOUT REQUIREMENTS
017000 - 2
Franklin Road Station
Murfreesboro, Tennessee
PART 2 - PRODUCTS
2.1
MATERIALS
A.
In-Place Materials: Use materials for patching identical to in-place materials. For exposed
surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.
B.
Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or
fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or property or that might damage finished surfaces.
1.
2.2
Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable,
use products that comply with the California Code of Regulations maximum allowable
VOC levels.
OPERATION AND MAINTENANCE DOCUMENTATION
A.
Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance
data and materials, listing items and their location to facilitate ready access to desired
information.
B.
Organization: Unless otherwise indicated, organize manual into separate sections for each
system and subsystem, and separate sections for each piece of equipment not part of a system.
C.
Organize data into three-ring binders with identification on front and spine of each binder, and
envelopes for folded drawings. Include the following:
1.
2.
3.
4.
5.
6.
7.
2.3
A.
Manufacturer's operation and maintenance documentation.
Maintenance and service schedules.
Maintenance service contracts. Include name and telephone number of service agent.
Emergency instructions.
Spare parts list and local sources of maintenance materials.
Wiring diagrams.
Copies of warranties. Include procedures to follow and required notifications for warranty
claims
RECORD DRAWINGS
Record Prints: Maintain a set of prints of the Contract Drawings and Shop Drawings,
incorporating new and revised drawings as modifications are issued. Mark to show actual
installation where installation varies from that shown originally. Accurately record information in
an acceptable drawing technique.
1.
Identify and date each record Drawing; include the designation "PROJECT RECORD
DRAWING" in a prominent location.
EXECUTION AND CLOSEOUT REQUIREMENTS
017000 - 3
Franklin Road Station
Murfreesboro, Tennessee
PART 3 - EXECUTION
3.1
EXAMINATION AND PREPARATION
A.
Existing Conditions: The existence and location of underground and other utilities and
construction indicated as existing are not guaranteed. Before beginning sitework, investigate and
verify the existence and location of underground utilities, and other construction affecting the
Work.
B.
Before proceeding with each component of the Work, examine substrates, areas, and conditions,
with Installer or Applicator present where indicated, for compliance with requirements for
installation tolerances and other conditions affecting performance.
1.
2.
3.
Verify compatibility with and suitability of substrates.
Examine roughing-in for mechanical and electrical systems.
Examine walls, floors, and roofs for suitable conditions.
C.
Proceed with installation only after unsatisfactory conditions have been corrected.
D.
Take field measurements as required to fit the Work properly. Where portions of the Work are
indicated to fit to other construction, verify dimensions of other construction by field
measurements before fabrication.
E.
Verify space requirements and dimensions of items shown diagrammatically on Drawings.
3.2
CONSTRUCTION LAYOUT AND FIELD ENGINEERING
A.
Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation
to the property survey and existing benchmarks.
B.
Engage a land surveyor to lay out the Work using accepted surveying practices.
C.
Engage a land surveyor to prepare a final property survey showing significant features (real
property) for Project.
1.
3.3
A.
At Substantial Completion, have the final property survey recorded by or with authorities
having jurisdiction as the official "property survey."
INSTALLATION
Locate the Work and components of the Work accurately, in correct alignment and elevation, as
indicated.
1.
2.
Make vertical work plumb and make horizontal work level.
Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.
B.
Comply with manufacturer's written instructions and recommendations.
C.
Conduct construction operations so no part of the Work is subjected to damaging operations or
loading in excess of that expected during normal conditions of occupancy.
EXECUTION AND CLOSEOUT REQUIREMENTS
017000 - 4
Franklin Road Station
Murfreesboro, Tennessee
D.
Templates: Obtain and distribute to the parties involved templates for work specified to be
factory prepared and field installed.
E.
Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size
and number to securely anchor each component in place. Where size and type of attachments
are not indicated, verify size and type required for load conditions.
1.
Mounting Heights: Where mounting heights are not indicated, mount components at
heights directed by Architect.
F.
Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,
arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
G.
Use products, cleaners, and installation materials that are not considered hazardous.
3.4
CUTTING AND PATCHING
A.
Provide temporary support of work to be cut.
B.
Protection: Protect in-place construction during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for portions of Project that might be exposed during
cutting and patching operations.
C.
Where existing services/systems are required to be removed, relocated, or abandoned, bypass
such services/systems before cutting to minimize interruption to occupied areas.
D.
Cutting: Cut in-place construction using methods least likely to damage elements retained or
adjoining construction.
1.
E.
Patch with durable seams that are as invisible as possible. Provide materials and comply with
installation requirements specified in other Sections.
1.
2.
3.
3.5
A.
Cut holes and slots neatly to minimum size required, and with minimum disturbance of
adjacent surfaces. Temporarily cover openings when not in use.
Restore exposed finishes of patched areas and extend finish restoration into adjoining
construction in a manner that will minimize evidence of patching and refinishing.
Where walls or partitions that are removed extend one finished area into another, patch
and repair floor and wall surfaces in the new space. Provide an even surface of uniform
finish, color, texture, and appearance.
Where patching occurs in a painted surface, prepare substrate and apply primer and
intermediate paint coats appropriate for substrate over the patch, and apply final paint
coat over entire unbroken surface containing the patch. Provide additional coats until
patch blends with adjacent surfaces.
CLEANING
Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.
1.
2.
Remove liquid spills promptly.
Where dust would impair proper execution of the Work, broom-clean or vacuum the entire
work area, as appropriate.
EXECUTION AND CLOSEOUT REQUIREMENTS
017000 - 5
Franklin Road Station
3.
B.
Remove debris from concealed spaces before enclosing the space.
Complete the following cleaning operations before requesting inspection for certification of
Substantial Completion:
1.
2.
3.
4.
5.
6.
7.
8.
3.6
Murfreesboro, Tennessee
Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep
paved areas; remove stains, spills, and foreign deposits. Rake grounds that are neither
planted nor paved to a smooth, even-textured surface.
Sweep paved areas broom clean. Remove spills, stains, and other foreign deposits.
Remove labels that are not permanent.
Clean transparent materials, including mirrors. Remove excess glazing compounds.
Clean exposed finishes to a dust-free condition, free of stains, films, and foreign
substances. Sweep concrete floors broom clean.
Vacuum carpeted surfaces and wax resilient flooring.
Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and
foreign substances. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and
reflectors.
Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of
diffusers, registers, and grills.
OPERATION AND MAINTENANCE MANUAL PREPARATION
A.
Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance
data indicating operation and maintenance of each system, subsystem, and piece of equipment
not part of a system.
B.
Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only
sheets pertinent to product or component installed. Mark each sheet to identify each product or
component incorporated into the Work. If data include more than one item in a tabular format,
identify each item using appropriate references from the Contract Documents. Identify data
applicable to the Work and delete references to information not applicable.
1.
C.
3.7
A.
Prepare supplementary text if manufacturers' standard printed data are unavailable and
where the information is necessary for proper operation and maintenance of equipment or
systems.
Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the
relationship of component parts of equipment and systems and to illustrate control sequence and
flow diagrams.
DEMONSTRATION AND TRAINING
Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain
systems, subsystems, and equipment not part of a system. Include a detailed review of the
following:
1.
Include instruction for basis of system design and operational requirements, review of
documentation, emergency procedures, operations, adjustments, troubleshooting,
maintenance, and repairs.
END OF SECTION 017000
EXECUTION AND CLOSEOUT REQUIREMENTS
017000 - 6
Franklin Road Station
Murfreesboro, Tennessee
SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Action Submittals:
1.
B.
Waste Management Plan: Submit plan within seven days of date established for
commencement of the Work.
Informational Submittals:
1.
2.
3.
4.
5.
Waste Reduction Progress Reports: Submit concurrent with each Application for Payment.
Include total quantity of waste, total quantity of waste salvaged and recycled, and
percentage of total waste salvaged and recycled.
Records of Donations and Sales: Receipts for salvageable waste donated or sold to
individuals and organizations. . Indicate whether organization is tax exempt.
Recycling and Processing Facility Records: Manifests, weight tickets, receipts, and invoices.
Landfill and Incinerator Disposal Records: Manifests, weight tickets, receipts, and invoices.
Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible
for recovering refrigerant, stating that all refrigerant that was present was recovered and
that recovery was performed according to EPA regulations.
C.
Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification program.
D.
Waste Management Conference: Conduct conference at Project site to comply with requirements
in Section 013000 "Administrative Requirements." Review methods and procedures related to
waste management.
E.
Waste Management Plan: Develop a waste management plan consisting of waste identification,
waste reduction work plan, and cost/revenue analysis. Indicate quantities by weight or volume,
but use same units of measure throughout waste management plan.
1.
2.
3.
4.
5.
Salvaged Materials for Reuse: Identify materials that will be salvaged and reused.
Salvaged Materials for Sale: Identify materials that will be sold to individuals and
organizations, include list of their names, addresses, and telephone numbers.
Salvaged Materials for Donation: Identify materials that will be donated to individuals and
organizations, include list of their names, addresses, and telephone numbers.
Recycled Materials: Include list of local receivers and processors and type of recycled
materials each will accept. Include names, addresses, and telephone numbers.
Cost/Revenue Analysis: Indicate total cost of waste disposal as if there was no waste
management plan and net additional cost or net savings resulting from implementing
waste management plan.
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
017419 - 1
Franklin Road Station
Murfreesboro, Tennessee
PART 2 - PRODUCTS
2.1
A.
PERFORMANCE REQUIREMENTS
Achieve end-of-Project rates for salvage/recycling of 50 percent by weight of total nonhazardous
solid waste generated by the Work.
PART 3 - EXECUTION
3.1
PLAN IMPLEMENTATION
A.
General: Implement approved waste management plan. Provide handling, containers, storage,
signage, transportation, and other items as required to implement waste management plan
during the entire duration of the Contract.
B.
Training:
Train workers, subcontractors, and suppliers on proper waste management
procedures, as appropriate for the Work occurring at Project site.
1.
3.2
Distribute waste management plan to entities when they first begin work on-site. Review
plan procedures and locations established for salvage, recycling, and disposal.
SALVAGING DEMOLITION WASTE
A.
Salvaged Items for Reuse in the Work: Clean salvaged items and install salvaged items to
comply with installation requirements for new materials and equipment.
B.
Salvaged Items for Sale and Donation: Not permitted on Project site.
C.
Salvaged Items for Owner's Use: Clean salvaged items and store in a secure area until delivery
to Owner.
D.
Doors and Hardware: Brace open end of door frames. Except for removing door closers, leave
door hardware attached to doors.
E.
Equipment: Drain tanks, piping, and fixtures. Seal openings with caps or plugs.
F.
Plumbing Fixtures: Separate by type and size.
G.
Lighting Fixtures: Separate lamps by type and protect from breakage.
3.3
RECYCLING WASTE
A.
General: Recycle paper and beverage containers used by on-site workers.
B.
Packaging:
1.
2.
Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry
location.
Polystyrene Packaging: Separate and bag materials.
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
017419 - 2
Franklin Road Station
3.
4.
Murfreesboro, Tennessee
Pallets: As much as possible, require deliveries using pallets to remove pallets from Project
site. For pallets that remain on-site, break down pallets into component wood pieces and
comply with requirements for recycling wood.
Crates: Break down crates into component wood pieces and comply with requirements for
recycling wood.
C.
Metals: Separate metals by type.
D.
Gypsum Board: Stack large clean pieces on wood pallets or in container and store in a dry
location. Remove edge trim and sort with other metals. Remove and dispose of fasteners.
E.
Acoustical Ceiling Panels and Tile: Stack large clean pieces on wood pallets and store in a dry
location.
3.4
DISPOSAL OF WASTE
A.
Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste
materials from Project site and legally dispose of them in a landfill or incinerator acceptable to
authorities having jurisdiction.
B.
Do not burn waste materials.
END OF SECTION 017419
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
017419 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 042000 - UNIT MASONRY
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Allowances: Furnish face brick under the Face Brick Allowance specified in Section 012000 "Price
and Payment Procedures."
B.
Submittals:
1.
2.
C.
Samples for face brick, hollow brick and colored mortar.
Material Certificates: For each type of product indicated. Include statements of material
properties indicating compliance with requirements.
Sample Panels: Construct a sample wall panel approximately 48 inches (1200 mm) long by 48
inches (1200 mm) high to demonstrate aesthetic effects and set quality standards for materials
and execution.
PART 2 - PRODUCTS
2.1
A.
2.2
A.
2.3
A.
UNIT MASONRY
Comply with ACI 530.1/ASCE 6/TMS 602.
MASONRY UNITS
Face Brick: ASTM C 216, Grade MW or SW, Type FBS.
1.
Size: Queen size brick.
2.
Solid brick with exposed surfaces finished for ends of sills and caps.
3.
Special shapes for applications where shapes produced by sawing would result in sawed
surfaces being exposed to view.
MORTAR AND GROUT
Mortar: ASTM C 270, proportion specification.
1.
2.
3.
4.
5.
6.
Use portland cement-lime mortar.
Do not use calcium chloride in mortar.
For masonry below grade or in contact with earth, use Type M.
For exterior, above-grade, load-bearing and non-load-bearing walls and parapet walls;
for interior load-bearing walls; for interior non-load-bearing partitions, and for other
applications where another type is not indicated, use Type N.
Colored Mortar: For face brick, use colored cement or cement-lime mix of color selected.
Water-Repellent Additive: For mortar used with concrete masonry units made with integral
water repellent, use product recommended by manufacturer of units.
UNIT MASONRY
042000 - 1
Franklin Road Station
B.
2.4
A.
Grout: ASTM C 476 with a slump of 8 to 11 inches (200 to 280 mm).
REINFORCEMENT, TIES, AND ANCHORS
Veneer Anchors: Hot-dip galvanized steel, two-piece adjustable masonry veneer anchors that
allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to
plane of wall, for attachment over sheathing to studs, and acceptable to authorities having
jurisdiction.
1.
2.5
Murfreesboro, Tennessee
Products:
a.
Hohmann & Barnard, Inc. X-Seal.
EMBEDDED FLASHING MATERIALS
A.
Sheet Metal Flashing: Stainless steel, 0.0156 inch (0.4 mm) thick.
B.
Laminated Flashing: Copper sheet 5 oz./sq. ft. (1.5 kg/sq. m), bonded with asphalt between two
layers of glass-fiber cloth. Use only where flashing is fully concealed.
1.
Products:
a.
b.
c.
d.
e.
f.
2.6
Advanced Building Products Inc.; Copper Fabric Flashing Copper Sealtite 2000.
Dayton Superior Corporation, Dur-O-Wal Division; Copper Fabric Thru-Wall
Flashing.
Hohmann & Barnard, Inc.; H & B C-Fab Flashing.
Phoenix Building Products; Type FCC-Fabric Covered Copper.
Sandell Manufacturing Co., Inc.; Copper Fabric Flashing.
York Manufacturing, Inc.; Multi-Flash 500.
MISCELLANEOUS MASONRY ACCESSORIES
A.
Compressible Filler: Premolded strips complying with ASTM D 1056, Grade 2A1.
B.
Preformed Control-Joint Gaskets: Designed to fit standard sash block and to maintain lateral
stability in masonry wall; made from styrene-butadiene rubber or PVC.
C.
Weep Holes: Cellular-plastic extrusion, full height and width of head joint.
D.
Cavity Drainage Material: Free-draining polymer mesh, full depth of cavity with dovetail shaped
notches that prevent mortar clogging.
1.
Products:
a.
Mortar Net USA, Ltd.; Mortar Net.
E.
Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV or X.
F.
Proprietary Acidic Masonry Cleaner: Product expressly approved for intended use by cleaner
manufacturer and manufacturer of masonry units.
1.
Manufacturers:
UNIT MASONRY
042000 - 2
Franklin Road Station
a.
b.
c.
Murfreesboro, Tennessee
Diedrich Technologies, Inc.
EaCo Chem, Inc.
ProSoCo, Inc.
PART 3 - EXECUTION
3.1
INSTALLATION, GENERAL
A.
Cut masonry units with saw. Install with cut surfaces and, where possible, cut edges concealed.
B.
Mix units for exposed unit masonry from several pallets or cubes as they are placed to produce
uniform blend of colors and textures.
C.
Stopping and Resuming Work: Rack back units; do not tooth.
D.
Tool exposed joints slightly concave when thumbprint hard unless otherwise indicated.
E.
Keep cavities clean of mortar droppings and other materials during construction.
3.2
FLASHING AND WEEP HOLES
A.
Install embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other
obstructions to the downward flow of water in the wall, and where indicated.
B.
Place through-wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in
flashing before covering with mortar.
1.
C.
3.3
Extend flashing 4 inches (100 mm) into masonry at each end and turn up 2 inches (50
mm) to form a pan.
Trim wicking material used in weep holes flush with outside face of wall after mortar has set.
CLEANING
A.
Clean masonry as work progresses. Remove mortar fins and smears before tooling joints.
B.
Final Cleaning: After mortar is thoroughly cured, clean exposed masonry.
1.
2.
Wet wall surfaces with water before applying acidic cleaner, then remove cleaner promptly
by rinsing thoroughly with clear water.
Clean masonry with a proprietary acidic cleaner applied according to manufacturer's
written instructions.
END OF SECTION 042000
UNIT MASONRY
042000 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 044313 - STONE MASONRY VENEER
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Samples for stone and colored mortar.
B.
Submit qualification data for masonry contractor, including a list of completed projects.
C.
Construct a sample wall panel approximately 48 inches (1200 mm) long by 48 inches (1200
mm) high to demonstrate aesthetic effects and set quality standards for materials and execution.
D.
Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on
frozen subgrade or setting beds. Comply with cold-weather construction requirements contained
in ACI 530.1/ASCE 6/TMS 602.
E.
Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.
PART 2 - PRODUCTS
2.1
A.
2.2
A.
STONE
Limestone: ASTM C 568, Classification II Medium-Density.
MORTAR
Mortar for Stone Masonry Veneer:
stone, Type N for pointing.
1.
2.
3.
B.
ASTM C 270, Proportion Specification, Type N for setting
Use portland cement-lime mortar.
Low-Alkali Cement: Use portland cement with not more than 0.60 percent total alkali per
ASTM C 114.
Colored Pointing Mortar: Use colored cement product of color selected.
Latex-Modified Portland Cement Setting Mortar:
Proportion and mix portland cement,
aggregate, and latex additive to comply with latex-additive manufacturer's written instructions.
1.
Latex Additive: Manufacturer's standard [styrene-butadiene-rubber] water emulsion.
a.
Manufacturers: One of the following:
1)
2)
3)
4)
5)
6)
STONE MASONRY VENEER
Boiardi Products; a QEP company.
Bostik, Inc.
C-Cure.
Custom Building Products.
Laticrete International, Inc.
MAPEI Corporation.
044313 - 1
Franklin Road Station
Murfreesboro, Tennessee
7)
8)
9)
10)
11)
C.
2.3
Mer-Krete Systems; ParexLahabra, Inc.
ProSpec; Bonsal American; a division of Oldcastle Architectural Products
Group.
Southern Grouts & Mortars, Inc.
Summitville Tiles, Inc.
TEC Specialty Construction Brands, Inc.; an H. B. Fuller company.
Mortar for Scratch Coat over Metal Lath: 1 part portland cement, 1/2 part lime, and 5 parts
sand.
EMBEDDED FLASHING MATERIALS
A.
Metal Flashing: Stainless steel, 0.016 inch (0.4 mm) thick.
B.
Laminated Flashing: Copper sheet 5 oz./sq. ft. (1.5 kg/sq. m), bonded with asphalt between two
layers of glass-fiber cloth. Use only where flashing is fully concealed.
2.4
MISCELLANEOUS MATERIALS
A.
Dampproofing for Limestone: Cementitious dampproofing recommended by ILI.
B.
Weeps: Round polyethylene tubing, 3/8-inch (9.5-mm) OD.
C.
Expanded Metal Lath:
diamond-mesh lath.
D.
Welded-Wire Lath: ASTM C 933, 2-by-2-inch (50-by-50-mm) mesh, 0.0625-inch- (1.6-mm-)
diameter, galvanized-steel wire.
E.
Acidic Cleaner: Cleaner designed for removing mortar stains from stone masonry surfaces;
expressly approved for intended use by cleaner manufacturer and stone producer.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
2.5
ASTM C 847, 3.4-lb/sq. yd. (1.8-kg/sq. m), galvanized, self-furring,
Diedrich Technologies, Inc.
Dominion Restoration Products.
EaCo Chem, Inc.
Hydrochemical Techniques, Inc.
Prosoco, Inc.
STONE FABRICATION
A.
Gage backs of stones more than 81 sq. in. (522 sq. cm) in area.
B.
Thickness of Stone Masonry Veneer: 1 inch (25 mm) plus or minus 1/4 inch (6 mm).
1.
Thickness does not include projection of pitched faces.
STONE MASONRY VENEER
044313 - 2
Franklin Road Station
Murfreesboro, Tennessee
PART 3 - EXECUTION
3.1
SETTING STONE MASONRY VENEER, GENERAL
A.
Accurately mark stud centerlines on face of weather-resistant sheathing paper before beginning
stone installation.
B.
Execute stone masonry by skilled masons experienced with the kind and form of stone and
installation method indicated. Arrange stones for good fit, in pattern indicated.
C.
Maintain uniform joint widths except for variations due to different stone sizes and minor
variations required to maintain bond alignment.
D.
Install embedded flashing and weeps at shelf angles, lintels, ledges, other obstructions to
downward flow of water in wall, and where indicated. Extend flashing 4 inches (100 mm) into
masonry at each end and turn up 2 inches (50 mm) to form a pan.
E.
Coat limestone with dampproofing on beds, joints, and back surfaces to at least 12 inches (300
mm) above finish-grade elevations, and on face surfaces up to finish-grade elevations.
3.2
INSTALLING ADHERED STONE MASONRY VENEER
A.
Install lath over weather-resistant sheathing paper by fastening through sheathing into framing to
comply with ASTM C 1063.
B.
Install 3/8-inch- (10-mm-) thick scratch coat over metal lath. Coat backs of stone units and face
of scratch coat with cement-paste bond coat, then butter both surfaces with setting mortar. Tap
units into place, completely filling space between units and scratch coat.
3.3
POINTING
A.
Point stone joints by placing and compacting pointing mortar in layers not more than 3/8 inch
(10 mm) deep. Compact each layer thoroughly and allow it to become thumbprint hard before
applying next layer.
B.
Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce joint
profile indicated.
3.4
CLEANING
A.
In-Progress Cleaning: Clean masonry as work progresses. Remove mortar fins and smears
before tooling joints.
B.
Final Cleaning: After mortar is thoroughly cured, remove large mortar particles, scrub, and rinse
stone masonry veneer. Wet wall surfaces with water before applying cleaner; remove cleaner
promptly by rinsing thoroughly with clear water.
END OF SECTION 044313
STONE MASONRY VENEER
044313 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals: ICC-ES evaluation reports for treated wood.
PART 2 - PRODUCTS
2.1
A.
2.2
A.
WOOD PRODUCTS, GENERAL
Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency.
TREATED MATERIALS
Preservative-Treated Materials: AWPA U1; Use Category UC2 for interior construction not in
contact with the ground, Use Category UC3b for exterior construction not in contact with the
ground, and Use Category UC4a for items in contact with the ground.
1.
2.
3.
B.
Provide preservative-treated materials for items indicated on Drawings, and the following:
1.
2.
3.
4.
C.
Use treatment containing no arsenic or chromium.
Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.
Mark lumber with treatment quality mark of an inspection agency approved by the ALSC
Board of Review.
Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar
members in connection with roofing, flashing, vapor barriers, and waterproofing.
Wood sills, blocking, furring, stripping, and similar concealed members in contact with
masonry or concrete.
Wood framing members that are less than 18 inches (460 mm) above the ground.
Wood floor plates that are installed over concrete slabs-on-grade.
Fire-Retardant-Treated Materials: Products with a flame-spread index of 25 or less when tested
according to ASTM E 84, and with no evidence of significant progressive combustion when the
test is extended an additional 20 minutes, and with the flame front not extending more than 10.5
feet (3.2 m) beyond the centerline of the burners at any time during the test.
1.
2.
3.
4.
5.
Use Exterior type for exterior locations and where indicated.
Use Interior Type A unless otherwise indicated.
For enclosed roof framing, framing in attic spaces, and where high-temperature fireretardant treatment is indicated, provide material with design adjustment factors of not less
than 0.85 for modulus of elasticity and 0.75 for extreme fiber in bending for Project's
climatological zone.
Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.
Identify with appropriate classification marking of a testing and inspecting agency
acceptable to authorities having jurisdiction.
MISCELLANEOUS ROUGH CARPENTRY
061053 - 1
Franklin Road Station
D.
2.3
Murfreesboro, Tennessee
Provide fire-retardant treated materials for all miscellaneous rough carpentry.
LUMBER
A.
Miscellaneous Dimension Lumber: Construction, or No. 2 grade with 15 percent maximum
moisture content of any species. Provide for nailers, blocking, and similar members.
B.
Concealed Boards: Eastern softwoods, No. 3 Common: NELMA; with 15 percent maximum
moisture content.
2.4
A.
FASTENERS
Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground
contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating
complying with ASTM A 153/A 153M.
1.
Power-Driven Fasteners: CABO NER-272.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Set miscellaneous rough carpentry to required levels and lines, with members plumb, true to line,
cut, and fitted. Locate nailers, blocking, and similar supports to comply with requirements for
attaching other construction.
B.
Securely attach miscellaneous rough carpentry to substrates, complying with the following:
1.
CABO NER-272 for power-driven fasteners.
END OF SECTION 061053
MISCELLANEOUS ROUGH CARPENTRY
061053 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 061600 - SHEATHING
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals: ICC-ES evaluation reports for fire-retardant-treated plywood.
PART 2 - PRODUCTS
2.1
WOOD PANEL PRODUCTS, GENERAL
A.
Plywood: DOC PS 1.
B.
Oriented Strand Board: DOC PS 2.
2.2
A.
TREATED PLYWOOD
Fire-Retardant-Treated Plywood: Products with a flame-spread index of 25 or less when tested
according to ASTM E 84, and with no evidence of significant progressive combustion when the
test is extended an additional 20 minutes, and with the flame front not extending more than 10.5
feet (3.2 m) beyond the centerline of the burners at any time during the test.
1.
2.
3.
4.
B.
2.3
Use Exterior type for exterior locations and where indicated.
Use Interior Type A unless otherwise indicated.
For roof sheathing and where high-temperature fire-retardant treatment is indicated, span
ratings for temperatures up to 170 deg F (76 deg C) shall be not less than span ratings
specified.
Identify with appropriate classification marking of a testing and inspecting agency
acceptable to authorities having jurisdiction.
Provide fire-retardant-treated plywood for all plywood.
WALL SHEATHING
A.
Plywood Wall Sheathing: Exposure 1 sheathing.
B.
Oriented-Strand-Board Wall Sheathing: Exposure 1 sheathing.
2.4
A.
MISCELLANEOUS PRODUCTS
Fasteners: Size and type indicated.
1.
2.
For wall sheathing, provide fasteners with hot-dip zinc coating complying with
ASTM A 153/A 153M.
Power-Driven Fasteners: CABO NER-272.
SHEATHING
061600 - 1
Franklin Road Station
Murfreesboro, Tennessee
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Securely attach to substrates, complying with the following:
1.
B.
CABO NER-272 for power-driven fasteners.
Fastening Methods:
1.
Screw to cold-formed metal framing.
END OF SECTION 061600
SHEATHING
061600 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 072100 - THERMAL INSULATION
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data[ and ICC-ES evaluation reports for foam-plastic insulation].
B.
Surface-Burning Characteristics: According to ASTM E 84 by a qualified testing agency. Identify
products with appropriate markings of applicable testing agency.
PART 2 - PRODUCTS
2.1
A.
INSULATION PRODUCTS
Extruded-Polystyrene Board Insulation (XPS): ASTM C 578, Type IV, with flame-spread and
smoke-developed indexes of 75 and 450, respectively.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
B.
Molded (Expanded) Polystyrene Board Insulation (EPS): ASTM C 578, , with flame-spread and
smoke-developed indexes of 75 and 450, respectively.
1.
Manufacturers: One of the following:
a.
b.
2.
3.
C.
DiversiFoam Products.
Plymouth Foam, Inc.
For use in walls: Type IV. Minimum compressive strength of 25 psi. Minimum R-value of
installed insulation R-4.
For use on roof: Type VI. Minimum compressive strength of 40 psi. Minimum R-value of
installed insulation R-15.
Foil-Faced Polyisocyanurate Board Insulation: ASTM C 1289, Type I, Class 1 or 2, with flamespread and smoke-developed indexes of 75 and 450, respectively.
1.
Manufacturers:
a.
b.
c.
D.
DiversiFoam Products.
Dow Chemical Company (The).
Owens Corning.
Pactiv Building Products.
Atlas Roofing Corporation.
Dow Chemical Company (The).
Rmax, Inc.
Glass-Fiber-Blanket Insulation: ASTM C 665, Type I, unfaced with flame-spread and smokedeveloped indexes of 25 and 450, respectively.
THERMAL INSULATION
072100 - 1
Franklin Road Station
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
2.
2.2
Murfreesboro, Tennessee
CertainTeed Corporation.
Guardian Building Products, Inc.
Johns Manville.
Knauf Insulation.
Owens Corning.
Minimum R-value of installed insulation: R-13.
ACCESSORIES
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Install insulation in areas and in thicknesses indicated or required to produce R-values indicated.
Cut and fit tightly around obstructions and fill voids with insulation.
END OF SECTION 072100
THERMAL INSULATION
072100 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 072419 - WATER-DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data, ICC-ES evaluation reports and Samples of finishes.
B.
Installer Qualifications: Certified in writing by system manufacturer.
PART 2 - PRODUCTS
2.1
A.
MANUFACTURERS
Manufacturers: One of the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
B.
2.2
A.
Source Limitations: Obtain EIFS components from single source from single EIFS manufacturer
and from sources approved by EIFS manufacturer as compatible with system.
SYSTEM PERFORMANCE
System is acceptable to authorities having jurisdiction based on evaluation per ICC-ES AC235,
"Acceptance Criteria for EIFS Clad Drainage Wall Assemblies."
1.
B.
2.3
A.
Acrocrete, Inc.
Corev America, Inc.
Dryvit Systems, Inc.
El Rey Stucco Company, Inc.; a brand of ParexLahabra, Inc.
Master Wall, Inc.
Omega Products International, Inc.
Parex, Inc.; a brand of ParexLahabra, Inc.
SonoWall; Degussa Wall Systems, Inc.
Sto Corp.
Stuc-O-Flex International, Inc.
TEC; an H. B. Fuller company.
Total Wall Inc.
System complies with optional requirements for fire-resistance-rated construction and
exterior walls of Type III-B construction.
Impact Classification: Standard Impact Resistance per EIMA 101.86.
MATERIALS
Water-Resistive Coating: EIFS manufacturer's standard formulation and accessories for use as
water/weather-resistive barriers, compatible with substrate, and complying with physical and
performance criteria of ICC-ES AC212.
WATER-DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
072419 - 1
Franklin Road Station
Murfreesboro, Tennessee
B.
Drainage Mat: Self-furring, PVC mesh lath designed to drain moisture by gravity.
C.
Spacers: Self-furring, PVC mesh lath strips.
D.
Insulation Adhesive: EIFS manufacturer's standard formulation designed for indicated use and
compatible with substrate.
E.
Molded-Polystyrene Board Insulation: ASTM C 578, Type I, complying with EIMA's "EIMA
Guideline Specification for Expanded Polystyrene (EPS) Insulation Board."
F.
Reinforcing Mesh:
Balanced, alkali-resistant, open-weave, glass-fiber mesh treated for
compatibility with other system materials, complying with ASTM D 578, and with minimum weight
not less than 4.0 oz./sq. yd. (136 g/sq. m).
G.
Base-Coat Materials: EIFS manufacturer's standard mixture of portland cement complying with
ASTM C 150, Type I, and polymer-emulsion adhesive designed for use indicated.
H.
Finish-Coat Materials: EIFS manufacturer's standard acrylic-based coating, consisting of
polymer-emulsion binder, colorfast mineral pigments, sound stone particles, and fillers.
I.
Mechanical Fasteners: EIFS manufacturer's standard corrosion-resistant fasteners consisting of
thermal cap, standard washer and shaft attachments, and fastener.
J.
Trim Accessories: Type as designated or required to suit conditions indicated; manufactured
from UV-stabilized PVC.
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Water-Resistive Coatings: Apply over substrates to protect substrates from degradation and to
provide water-/weather-resistive barrier.
1.
Tape and seal joints, exposed edges, terminations, and inside and outside corners of
sheathing unless otherwise indicated by EIFS manufacturer's written instructions.
B.
Apply trim accessories at perimeter of EIFS, at expansion joints, and elsewhere as indicated.
Coordinate with installation of insulation.
C.
Adhesively or Mechanically apply drainage mat spacers over water-/weather-resistive barrier
according to manufacturer's written instructions.
D.
Adhesively and mechanically attach insulation to substrate to comply with ASTM C 1397 and with
EIFS manufacturer's written requirements.
E.
Install base coat with a minimum total thickness at least 1/16 inch (1.6 mm), and completely
covering reinforcing mesh so reinforcing-mesh color and pattern are not visible.
1.
2.
Where indicated, apply second base coat and second layer of reinforcing mesh. Do not
apply until first base coat has cured.
Where indicated, apply second base coat in same manner and thickness as first
application except without reinforcing mesh. Do not apply until first base coat has cured.
WATER-DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
072419 - 2
Franklin Road Station
F.
Murfreesboro, Tennessee
Apply finish coat over dry base coat, in thickness required by EIFS manufacturer to produce a
uniform color and texture, free of variations.
END OF SECTION 072419
WATER-DRAINAGE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
072419 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 072500 - WEATHER BARRIERS
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals: ICC-ES evaluation reports for water-resistive barrier.
PART 2 - PRODUCTS
2.1
WATER-RESISTIVE BARRIERS
A.
Building Paper: ASTM D 226, Type 1 (No. 15 asphalt-saturated organic felt), unperforated.
B.
Building Wrap: ASTM E 1677, Type I air barrier; with water-vapor permeance not less than 10
perms (574 ng/Pa x s x sq. m) Insert value per ASTM E 96/E 96M, Desiccant Method
(Procedure A); flame-spread and smoke-developed indexes not greater than 25 and 450,
respectively, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities
having jurisdiction.
1.
Products:
a.
2.2
A.
ACCESSORIES
Flexible Flashing: Adhesive butyl rubber compound, bonded to plastic film or spunbonded
polyolefin, with an overall thickness of 0.030 inch (0.8 mm).
1.
Products: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
B.
Benjamin Obdyke, Inc.: Hydrogap Weather Barrier.
DuPont (E. I. du Pont de Nemours and Company); DuPont Flashing Tape.
Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Vycor Butyl Self
Adhered Flashing.
Protecto Wrap Company; BT-25 XL.
Raven Industries Inc.; Fortress Flashshield.
Advanced Building Products Inc.; Wind-o-wrap.
Carlisle Coatings & Waterproofing; CCW-705-TWF Thru-Wall Flashing.
Fiberweb, Clark Hammerbeam Corp.; Aquaflash 500.
Fortifiber Building Systems Group; [Fortiflash 25] [Fortiflash 40].
Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; [Vycor Plus SelfAdhered Flashing] [Vycor V40 Self-Adhered Flashing].
MFM Building Products Corp.; Window Wrap.
Polyguard Products, Inc.; [Polyguard JT-20 Tape] [Polyguard JT-30 Tape].
Sandell Manufacturing Co., Inc.; Presto-Seal.
Building Wrap Tape:
Pressure-sensitive plastic tape recommended by building-wrap
manufacturer for sealing joints and penetrations in building wrap.
WEATHER BARRIERS
072500 - 1
Franklin Road Station
Murfreesboro, Tennessee
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Building Paper Installation:
1.
2.
3.
4.
B.
Building Wrap Installation:
1.
2.
3.
C.
Apply building paper immediately after sheathing is installed.
Apply horizontally with a 2-inch (50-mm) overlap and a 6-inch (150-mm) end lap.
Seal seams, edges, fasteners, and penetrations with tape.
Extend into jambs of openings and seal corners with flexible flashing.
Apply building wrap immediately after sheathing is installed.
Seal seams, edges, fasteners, and penetrations with building wrap tape.
Extend into jambs of openings and seal corners with building wrap tape.
Flexible Flashing Installation:
1.
2.
3.
4.
5.
Prime substrates as recommended by flashing manufacturer.
Lap seams and junctures with other materials at least 3 inches (75 mm), except that at
flashing flanges of other construction, laps need not exceed flange width.
Lap flashing over water-resistive barrier at bottom and sides of openings.
Lap water-resistive barrier over flashing at heads of openings.
After flashing has been applied, roll surfaces with a hard rubber or metal roller.
END OF SECTION 072500
WEATHER BARRIERS
072500 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 074113 - METAL ROOF AND SOFFIT PANELS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Summary: Factory-formed metal roof and soffit panels, fasciae, and trim.
B.
Submittals: Product Data and color Samples.
C.
Warranties: Provide manufacturer's standard written warranty, without monetary limitation,
signed by manufacturer agreeing to promptly repair or replace metal roof panels that fail to
remain weathertight within 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
METAL ROOF PANELS
A.
Wind-Uplift Resistance of Roof Assemblies: UL 580, Class 60.
B.
Roof Panel Type: standing-seam metal roof panels.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
s.
t.
u.
C.
AEP-Span.
Alcoa Architectural Products (USA).
Architectural Metal Systems.
ATAS International, Inc.
Berridge Manufacturing Company.
Butler Manufacturing Company
CENTRIA Architectural Systems.
Copper Sales, Inc.
Englert, Inc.
Fabral.
Flexospan Steel Buildings, Inc.
Galvamet.
Industrial Building Panels.
MBCI; Div. of NCI Building Systems.
McElroy Metal, Inc.
Metal Sales Manufacturing Corporation.
Metecno-Morin.
Petersen Aluminum Corporation.
Steelox Systems, L.L.C.
United Steel Deck, Inc.; Subsidiary of Bouras Industries Inc.
VICWEST; Div. of Jenisys Engineered Products.
Metallic-Coated Steel Roof Panels:
Fabricated from galvanized structural-steel sheet,
ASTM A 653/A 653M, G90 (Z275), or aluminum-zinc alloy-coated structural-steel sheet,
METAL ROOF PANELS
074113 - 1
Franklin Road Station
Murfreesboro, Tennessee
ASTM A 792/A 792M, Class AZ50 coating designation, Grade 40 (Class AZM150 coating
designation, Grade 275).
1.
2.
2.2
A.
Nominal Metal Thickness: 0.034 inch (0.86 mm).
Finish: Manufacturer's standard two-coat fluoropolymer system with color coat containing
not less than 70 percent PVDF resin by weight.
METAL SOFFIT PANELS
Aluminum Soffit: AAMA 1402.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
2.
3.
4.
5.
6.
7.
2.3
Alcoa Home Exteriors, Inc.
Gentek Building Products, Inc.
Kaycan Ltd.
Norandex/Reynolds Distribution; an Owens Corning company.
Rollex Corporation.
Pattern: V-grooved, 12-inch (305-mm) exposure in double 6-inch (152-mm) style.
Ventilation: Provide perforated soffit unless otherwise indicated.
Metal Thickness: 0.032 inch (0.8 mm).
Panel depth: 3/8"
Installation method: Concealed fasteners, interlocking edges.
Finish: Three-coat PVDF.
ACCESSORIES
A.
Provide components required for a complete roof panel assembly including trim, fasciae, clips,
seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items.
B.
Flashing and Trim: Formed from 0.025-inch (0.64-mm) nominal thickness, zinc-coated
(galvanized) steel sheet or aluminum-zinc alloy-coated steel sheet. Provide flashing and trim as
required to seal against weather and to provide finished appearance. Finish flashing and trim
with same finish system as adjacent metal roof panels.
C.
Self-Adhering Sheet Underlayment, High Temperature: Butyl or SBS-modified asphalt; slipresisting-polyethylene surfaced; with release paper backing; cold applied. Stable after testing at
240 deg F (116 deg C) and passes after testing at minus 20 deg F (29 deg C); ASTM D 1970.
1.
Products: One of the following:
a.
b.
c.
d.
e.
D.
Carlisle Coatings & Waterproofing Inc., Div. of Carlisle Companies Inc.;
CCW WIP 300HT.
Grace Construction Products, a unit of Grace, W. R. & Co.; Ultra.
Henry Company; Blueskin PE200 HT.
Metal-Fab Manufacturing, LLC; MetShield.
Owens Corning; WeatherLock Metal High Temperature Underlayment.
Slip Sheet: Manufacturer's recommended slip sheet, of type required for application.
METAL ROOF PANELS
074113 - 2
Franklin Road Station
E.
Murfreesboro, Tennessee
Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil (0.4mm) dry film thickness per coat.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Install self-adhering sheet underlayment to entire roof surface.
B.
Apply slip sheet over underlayment before installing metal roof panels.
C.
Install flashings to cover underlayment to comply with requirements specified in Section 076200
"Sheet Metal Flashing and Trim."
D.
Rigidly fasten metal roof panels to structure at one and only one location for each panel. Allow
remainder of panel to move freely for thermal expansion and contraction. Predrill panels for
fasteners.
1.
2.
3.
4.
Steel Roof Panels: Use stainless-steel fasteners for surfaces exposed to the exterior and
galvanized-steel fasteners for surfaces exposed to the interior.
Aluminum Roof Panels: Use aluminum or stainless-steel fasteners for surfaces exposed to
the exterior and aluminum or galvanized-steel fasteners for surfaces exposed to the
interior.
Provide metal closures at rake edges and rake walls.
Flash and seal metal roof panels with weather closures at eaves, rakes, and perimeter of
all openings.
E.
Install gaskets, joint fillers, and sealants where required for weatherproof performance of metal
roof panel assemblies. Provide types of gaskets, fillers, and sealants recommended by metal
roof panel manufacturer.
F.
Separate dissimilar metals with a bituminous coating or self-adhering sheet underlayment.
G.
Coat back side of aluminum panels with bituminous coating where they will contact wood,
ferrous metal, or cementitious construction.
END OF SECTION 074113
METAL ROOF PANELS
074113 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 074600 - SIDING
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data, Samples, and ICC-ES evaluation reports.
B.
Warranties: Manufacturer's standard from in which siding manufacturer agrees to repair or
replace siding that fails in materials or workmanship within 10 years. Failures include, but are
not limited to, cracking, deforming, or otherwise deteriorating beyond normal weathering.
PART 2 - PRODUCTS
2.1
A.
SIDING
Fiber-Cement Siding: ASTM C 1186, Type A, Grade II, fiber-cement board, noncombustible
when tested according to ASTM E 136; with a flame-spread index of 25 or less when tested
according to ASTM E 84. Factory primed.
1.
Basis-of-Design Product:
a.
Hardie Artisan Siding (mitered corners)
b.
HardiePanel Siding
2.
3.
2.2
A.
Labeling:
Provide fiber-cement siding that is tested and labeled according to
ASTM C 1186.
Horizontal Pattern: As indicated on drawings, in plain style with smooth texture.
ACCESSORIES
Siding Accessories, General: Provide starter strips, edge trim, outside and inside corner caps,
and other items as recommended by siding manufacturer for building configuration.
1.
Provide accessories matching color and texture of adjacent siding unless otherwise
indicated.
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Install fiber-cement siding and related accessories.
1.
Install fasteners no more than 24 inches (600 mm) o.c.
END OF SECTION 074600
SIDING
074600 - 1
Franklin Road Station
Murfreesboro, Tennessee
SECTION 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: ICC-ES evaluation reports for components of membrane roofing system.
B.
Warranties: Manufacturer's standard form or customized, without monetary limitation, signed by
roofing manufacturer agreeing to repair leaks due to defects in materials or workmanship for
period of 15 years minimum.
PART 2 - PRODUCTS
2.1
PERFORMANCE REQUIREMENTS
A.
Energy Performance: Initial Solar Reflectance not less than 0.70 and Thermal Emittance not less
than 0.75 when tested according to CRRC-1.
B.
Solar Reflectance Index: Not less than 78 when calculated according to ASTM E 1980.
C.
Exterior Fire-Test Exposure: ASTM E 108, Class A.
2.2
A.
B.
ROOFING MATERIALS
Fabric-Reinforced Thermoplastic Polyolefin Sheet:
reinforced, uniform, flexible TPO sheet.
1.
Manufacturers:
a.
Firestone Building Products Company.
2.
3.
Thickness: 60 mils (1.5 mm), nominal.
Exposed Face Color: White.
Auxiliary Materials: Recommended by roofing system manufacturer for intended use and as
follows:
1.
2.
3.
2.3
A.
ASTM D 6878, internally fabric or scrim
Sheet Flashing: Unreinforced thermoplastic polyolefin sheet flashing, 55 mils (1.4 mm)
thick, minimum, of same color as sheet membrane.
Bonding Adhesive: Manufacturer's standard.
Protection Mat: Woven or nonwoven polypropylene, polyolefin, or polyester fabric, water
permeable and resistant to UV degradation.
ROOF INSULATION
Molded-Polystyrene Board Insulation: One of the following
1.
ASTM C 578, Type II
THERMOPLASTIC POLYOLEFIN (TPO) ROOFING
075423 - 1
Franklin Road Station
2.
3.
Murfreesboro, Tennessee
Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2 or 3.
Insulation must be approved for installation directly over metal deck, per ICC-ES ESR2043.
B.
Fabricate tapered insulation with slope of 1/4 inch per 12 inches (1:48) unless otherwise
indicated.
C.
Cover Board: At Owner's option, one of the following:
1.
ASTM C 208, Type II, Grade 2, cellulosic-fiber insulation board, 1/2 inch (12.7 mm) thick
2.
ASTM C 1177/C 1177M, glass-mat, water-resistant gypsum substrate, Type X, 1/2 inch
(13 mm) thick
3.
ASTM C 1278/C 1278M, cellulosic-fiber-reinforced, water-resistant gypsum substrate, 1/2
inch (13 mm) thick.
4.
No cover board, if approved by manufacturer for installation and by Owner.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Mechanically fasten each layer of insulation to deck.
B.
Install cover boards over insulation with long joints continuous and perpendicular to roof slopes
with end joints staggered. Loosely butt cover boards together and fasten to deck.
C.
Install thermoplastic polyolefin sheet according to roofing system manufacturer's written
instructions and as follows:
1.
Mechanically Fastened Sheet Installation: Secure one edge of sheet using fastening plates
or battens centered within the membrane splice. Mechanically fasten sheet to roof deck.
D.
Seams: Clean seam areas, overlap membrane roofing, and hot-air weld side and end laps of
membrane roofing and sheet flashings. Test lap edges with probe to verify seam weld continuity.
Apply lap sealant to seal cut edges of sheet membrane.
E.
Spread sealant bed over deck drain flange at roof drains and securely seal membrane roofing in
place with clamping ring.
F.
Flash penetrations and field-formed inside and outside corners with cured or uncured sheet
flashing.
G.
Terminate and seal top of sheet flashings and mechanically anchor to substrate through
termination bars.
END OF SECTION 075423
THERMOPLASTIC POLYOLEFIN (TPO) ROOFING
075423 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 076200 - SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data.
B.
Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and profiles
shown unless more stringent requirements are indicated.
C.
Coordinate installation of sheet metal flashing and trim with interfacing and adjoining
construction to provide a leakproof, secure, and noncorrosive installation.
PART 2 - PRODUCTS
2.1
SHEET METAL
A.
Copper: ASTM B 370; Temper H00 or H01, cold rolled, not less than 16 oz./sq. ft. (0.55 mm
thick).
B.
Aluminum Sheet: ASTM B 209 (ASTM B 209M), alloy as standard with manufacturer for finish
required, not less than 0.032 inch (0.8 mm) thick; and finished as follows:
1.
2.
C.
2.2
Finish: Manufacturer's standard three-coat fluoropolymer system with color coat and clear
coat containing not less than 70 percent PVDF resin by weight.
Concealed Finish: Manufacturer's standard white or light-colored acrylic or polyester
backer finish.
Stainless-Steel Sheet: ASTM A 240/A 240M, Type 304, with No. 2D finish; not less than 0.016
inch (0.4 mm) thick.
ACCESSORIES
A.
Self-Adhering Sheet Underlayment, High Temperature: Butyl or SBS-modified asphalt; slipresisting-polyethylene surfaced; with release paper backing; cold applied. Stable after testing at
240 deg F (116 deg C) and passes after testing at minus 20 deg F (29 deg C); ASTM D 1970.
B.
Slip Sheet: Building paper, 3-lb/100 sq. ft. (0.16-kg/sq. m) minimum, rosin sized.
C.
Fasteners: Wood screws, annular-threaded nails, self-tapping screws, self-locking rivets and
bolts, and other suitable fasteners.
1.
2.
3.
Exposed Fasteners: Heads matching color of sheet metal roofing using plastic caps or
factory-applied coating.
Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal
gutter width.
Fasteners for Copper: Copper, hardware bronze, or Series 300 stainless steel.
SHEET METAL FLASHING AND TRIM
076200 - 1
Franklin Road Station
4.
5.
Murfreesboro, Tennessee
Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel.
Fasteners for Stainless-Steel Sheet: Series 300 stainless steel.
D.
Butyl Sealant: ASTM C 1311, solvent-release butyl rubber sealant.
E.
Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM D 1187.
2.3
FABRICATION
A.
Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's
"Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other
characteristics of the item indicated.
B.
Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints
of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with butyl sealant
concealed within joints.
C.
Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to
tolerances specified in MCA's "Guide Specification for Residential Metal Roofing."
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Comply with SMACNA's "Architectural Sheet Metal Manual." Allow for thermal expansion; set
true to line and level. Install Work with laps, joints, and seams permanently watertight and
weatherproof; conceal fasteners where possible.
B.
Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric
sealant to comply with SMACNA standards.
C.
Fabricate nonmoving seams in sheet metal with flat-lock seams. For aluminum, form seams and
seal with epoxy seam sealer. Rivet joints for additional strength.
D.
Aluminum Flashing and Trim: Coat back side of aluminum flashing and trim with bituminous
coating where it will contact wood, ferrous metal, or cementitious construction.
E.
Separate dissimilar metals with a bituminous coating or polymer-modified, bituminous sheet
underlayment.
END OF SECTION 076200
SHEET METAL FLASHING AND TRIM
076200 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 077100 - ROOF SPECIALTIES
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data, Shop Drawings, and color Samples.
B.
Warranties: Provide manufacturer's standard written warranty, signed by manufacturer agreeing
to promptly repair or replace roof specialties that show evidence of deterioration of factoryapplied finishes within 20 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
Copper Sheet: ASTM B 370, Temper H00 or H01, cold rolled, mill finish.
B.
Aluminum Sheet: ASTM B 209 (ASTM B 209M), alloy as standard with manufacturer for finish
required.
C.
Aluminum Extrusions: ASTM B 221 (ASTM B 221M), alloy and temper as recommended by
manufacturer for use and finish indicated.
D.
Aluminum Finish: Two-coat fluoropolymer system with color coat and clear coat containing not
less than 70 percent PVDF resin by weight.
E.
Prepainted, Zinc-Coated Steel Sheet: ASTM A 653/A 653M, G90 (Z275) coating designation,
structural quality, and coil coated prepainted by the coil-coating process to comply with
ASTM A 755/A 755M.
1.
Finish: Manufacturer's standard two-coat fluoropolymer system with color coat containing
not less than 70 percent PVDF resin by weight; complying with AAMA 621.
F.
Felt Underlayment: ASTM D 226, Type II (No. 30), asphalt-saturated organic felts.
G.
Self-Adhering Sheet Underlayment, High Temperature: Butyl or SBS-modified asphalt; slipresisting-polyethylene surfaced; with release paper backing; cold applied. Stable after testing at
240 deg F (116 deg C) and passes after testing at minus 20 deg F (29 deg C); ASTM D 1970.
1.
Products: One of the following:
a.
b.
c.
d.
e.
ROOF SPECIALTIES
Carlisle Coatings & Waterproofing; CCW WIP 300HT.
Grace Construction Products, a unit of W. R. Grace & Co.; Ultra.
Henry Company; Blueskin PE200 HT.
Metal-Fab Manufacturing, LLC; MetShield.
Owens Corning; WeatherLock Metal High Temperature Underlayment.
077100 - 1
Franklin Road Station
H.
Murfreesboro, Tennessee
Fasteners: Manufacturer's recommended fasteners, suitable for application and designed to
meet performance requirements.
1.
2.
3.
Exposed Penetrating Fasteners: Gasketed screws with heads matching color of metal.
Fasteners for Stainless-Steel Sheet: Series 300 stainless steel.
Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip
zinc-coated steel.
I.
Butyl Sealant: ASTM C 1311, solvent-release butyl rubber sealant.
J.
Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM D 1187.
2.2
A.
B.
ROOF SPECIALTIES
Copings: Manufactured coping system consisting of formed-metal coping cap, concealed
anchorage; corner units, end cap units, and concealed splice plates.
1.
Manufacturers: One of the following:
2.
a.
Architectural Products Company.
b.
ATAS International, Inc.
c.
Castle Metal Products.
d.
Cheney Flashing Company.
e.
Hickman Company, W. P.
f.
Johns Manville.
g.
Merchant & Evans, Inc.
h.
Metal-Era, Inc.
i.
Metal-Fab Manufacturing, LLC.
j.
MM Systems Corporation.
k.
National Sheet Metal Systems, Inc.
l.
Perimeter Systems; a division of Southern Aluminum Finishing Company, Inc.
m.
Petersen Aluminum Corporation.
Prepainted, Zinc-Coated Steel: 0.034 inch (0.86 mm) thick.
Canted Roof-Edge Fascia: Manufactured, two-piece, roof-edge fascia consisting of snap-on
metal fascia cover and a continuous formed galvanized-steel sheet cant, 0.028 inch (0.71 mm)
thick, minimum, with extended vertical leg terminating in a drip-edge cleat.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
ROOF SPECIALTIES
Architectural Products Company.
ATAS International, Inc.
Castle Metal Products.
Cheney Flashing Company.
Hickman Company, W. P.
Johns Manville.
Merchant & Evans, Inc.
Metal-Era, Inc.
Metal-Fab Manufacturing, LLC.
MM Systems Corporation.
National Sheet Metal Systems, Inc.
Petersen Aluminum Corporation.
077100 - 2
Franklin Road Station
2.
C.
Murfreesboro, Tennessee
Aluminum: 0.040 inch (1.02 mm) thick.
Gutters and Downspouts:
1.
Downspouts: Plain round with mitered elbows. Furnish wall brackets of same material
and finish as downspouts, with anchors.
a.
Prepainted, Zinc-Coated Steel: 0.034 inch (0.86 mm) thick.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
General: Install roof specialties according to manufacturer's written instructions. Anchor roof
specialties securely in place, with provisions for thermal and structural movement.
B.
Coat back side of aluminum roof specialties with bituminous coating where they will contact
wood, ferrous metal, or cementitious construction.
C.
Separate dissimilar metals with a bituminous coating or polymer-modified, bituminous sheet
underlayment.
D.
Bed flanges in thick coat of asphalt roofing cement where required by manufacturers of roof
specialties for waterproof performance.
E.
Fastener Sizes: Use fasteners of sizes that will penetrate wood blocking or sheathing not less
than 1-1/4 inches (32 mm) for nails and not less than 3/4 inch (19 mm) for wood screws.
F.
Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges
of sheets to be soldered to a width of 1-1/2 inches (38 mm), except where pretinned surface
would show in finished Work.
G.
Downspouts: Join sections with manufacturer's standard telescoping joints. Provide hangers with
fasteners designed to hold downspouts securely to walls and 1 inch (25 mm) away from walls;
locate fasteners at top and bottom and at approximately 60 inches (1500 mm) o.c.
END OF SECTION 077100
ROOF SPECIALTIES
077100 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 077200 - ROOF ACCESSORIES
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data, Shop Drawings, and color Samples.
B.
Sheet Metal Standard: Comply with SMACNA's "Architectural Sheet Metal Manual."
PART 2 - PRODUCTS
2.1
A.
MATERIALS
Metallic-Coated Steel Sheet: Galvanized steel, ASTM A 653/A 653M, G90 (Z275), or aluminumzinc alloy-coated steel, ASTM A 792/A 792M, AZ50 (AZM150).
1.
B.
2.2
A.
Prepainted, Metallic-Coated Steel Sheet: Coil-coated with manufacturer's standard twocoat, thermocured system consisting of inhibitive primer and fluoropolymer color topcoat
containing not less than 70 percent PVDF resin by weight.
Aluminum Sheet:
ASTM B 209 (ASTM B 209M), alloy and temper recommended by
manufacturer for type of use and finish. Coil-coat finish as follows:
1.
High-Performance Organic Finish: Manufacturer's standard two-coat, thermocured system
consisting of specially formulated inhibitive primer and fluoropolymer color topcoat
containing not less than 70 percent PVDF resin by weight.
ROOF ACCESSORIES
Roof Curbs and Equipment Supports: Fabricate from 0.079-inch- (2.0-mm-) thick, metalliccoated steel with welded or sealed mechanical corner joints.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
ROOF ACCESSORIES
AES Industries, Inc.
Curbs Plus, Inc.
Custom Solution Roof and Metal Products.
Greenheck Fan Corporation.
LM Curbs.
Metallic Products Corp.
Milcor Inc.; Commercial Products Group of Hart & Cooley, Inc.
Pate Company (The).
Roof Products, Inc.
Safe Air of Illinois.
Thybar Corporation.
Vent Products Co., Inc.
077200 - 1
Franklin Road Station
2.
3.
4.
5.
Murfreesboro, Tennessee
Provide units with cant strips and base profile coordinated with roof insulation thickness
and roof deck slope. Equip units for sloping decks with water diverter.
Provide preservative-treated wood nailers at tops of curbs.
Provide manufacturer's standard rigid or semirigid insulation.
Finish: Baked enamel.
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Installation: Unless otherwise indicated, install roof accessory items according to construction
details of NRCA's "Roofing and Waterproofing Manual." Coordinate with installation of roof
deck, vapor barriers, roof insulation, roofing, and flashing to ensure combined elements are
secure, waterproof, and weathertight.
END OF SECTION 077200
ROOF ACCESSORIES
077200 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 079200 - JOINT SEALANTS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data and color Samples.
B.
Environmental Limitations: Do not proceed with installation of joint sealants when ambient and
substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are
below 40 deg F (4.4 deg C).
PART 2 - PRODUCTS
2.1
A.
JOINT SEALANTS
Low-Emitting Materials: Sealants shall comply with the following limits for VOC content:
1.
2.
3.
4.
5.
6.
7.
8.
B.
Architectural Sealants: 250 g/L.
Nonmembrane Roof Sealants: 300 g/L.
Single-Ply Roof Membrane Sealants: 450 g/L.
Other Sealants: 420 g/L.
Sealant Primers for Nonporous Substrates: 250 g/L.
Sealant Primers for Porous Substrates: 775 g/L.
Modified Bituminous Sealant Primers: 500 g/L.
Other Sealant Primers: 750 g/L.
Low-Emitting Materials:
1.
2.
3.
Exterior reactive sealants shall have a VOC content of not more than 50 g/L or 4 percent
by weight, whichever is greater.
Other exterior caulks and sealants shall have a VOC content of not more than 30 g/L or 2
percent by weight, whichever is greater.
Interior sealants shall comply with the testing and product requirements of the California
Department of Health Services' "Standard Practice for the Testing of Volatile Organic
Emissions from Various Sources Using Small-Scale Environmental Chambers."
C.
Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible
with one another and with joint substrates under service and application conditions.
D.
Sealant for General Exterior Use Where Another Type Is Not Specified, One of the Following:
1.
Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS; Class 25;
and for Use NT.
a.
Products: One of the following:
1)
2)
JOINT SEALANTS
BASF Building Systems; Sonolastic NP1 Sonalastic TX1 Sonolastic Ultra.
Bostik, Inc.; Chem-Calk 900.
079200 - 1
Franklin Road Station
Murfreesboro, Tennessee
3)
4)
5)
6)
7)
8)
9)
E.
Sealant for Exterior Traffic-Bearing Joints, Where Slope Allows Use of Pourable Sealant:
1.
Single-component, pourable urethane sealant, ASTM C 920, Type S; Grade P; Class 25;
for Use T.
a.
Products: One of the following:
1)
2)
3)
4)
5)
6)
7)
8)
F.
Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.
a.
Products: One of the following:
1)
2)
3)
4)
5)
6)
Nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 that effectively
reduces airborne sound transmission as demonstrated by testing according to ASTM E 90.
a.
Products: One of the following:
1)
2)
A.
BASF Building Systems; Sonolac.
Bostik, Inc.; Chem-Calk 600.
May National Associates, Inc.; Bondaflex 600.
Pecora Corporation; AC-20+.
Schnee-Morehead, Inc.; SM 8200.
Tremco Incorporated; Tremflex 834.
Acoustical Sealant:
1.
2.2
BASF Building Systems; Sonolastic SL 1.
Bostik, Inc.; Chem-Calk 950.
May National Associates, Inc.; Bondaflex PUR 35 SL.
Pecora Corporation; Urexpan NR-201.
Polymeric Systems, Inc.; Flexiprene 952.
Schnee-Morehead, Inc.; Permathane SM7101.
Sika Corporation. Construction Products Division; Sikaflex - 1CSL.
Tremco Incorporated; Vulkem 45.
Sealant for Interior Use at Perimeters of Door and Window Frames:
1.
G.
May National Associates, Inc.; Bondaflex PUR 25.
Pacific Polymers International, Inc.; Elasto-Thane 230 Type II.
Pecora Corporation; Dynatrol I-XL.
Polymeric Systems, Inc.; Flexiprene 1000.
Schnee-Morehead, Inc.; Permathane SM7100.
Sika Corporation, Construction Products Division; Sikaflex - 1a.
Tremco Incorporated; Dymonic.
Pecora Corporation; AC-20 FTR.
USG Corporation; SHEETROCK Acoustical Sealant.
MISCELLANEOUS MATERIALS
Provide sealant backings of material that are nonstaining; are compatible with joint substrates,
sealants, primers, and other joint fillers; and are approved for applications indicated by sealant
manufacturer based on field experience and laboratory testing.
JOINT SEALANTS
079200 - 2
Franklin Road Station
Murfreesboro, Tennessee
B.
Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and
otherwise contribute to producing optimum sealant performance.
C.
Bond-Breaker Tape:
Polyethylene tape or other plastic tape recommended by sealant
manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint
surfaces at back of joint. Provide self-adhesive tape where applicable.
D.
Primer: Material recommended by joint-sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate
tests and field tests.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Comply with ASTM C 1193.
B.
Install sealant backings to support sealants during application and to produce cross-sectional
shapes and depths of installed sealants that allow optimum sealant movement capability.
C.
Install bond-breaker tape behind sealants where sealant backings are not used between sealants
and backs of joints.
D.
Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal
perimeters, control joints, openings, and penetrations with a continuous bead of acoustical
sealant. Install acoustical sealant at both faces of partitions. Comply with ASTM C 919.
END OF SECTION 079200
JOINT SEALANTS
079200 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 081113 - HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals: Product Data and Shop Drawings.
PART 2 - PRODUCTS
2.1
A.
HOLLOW METAL DOORS AND FRAMES
Manufacturers: One of the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
B.
Amweld Building Products, LLC.
Benchmark; a division of Therma-Tru Corporation.
Ceco Door Products; an Assa Abloy Group company.
Curries Company; an Assa Abloy Group company.
Deansteel Manufacturing Company, Inc.
Firedoor Corporation.
Fleming Door Products Ltd.; an Assa Abloy Group company.
Habersham Metal Products Company.
Karpen Steel Custom Doors & Frames.
Kewanee Corporation (The).
Mesker Door Inc.
Pioneer Industries, Inc.
Security Metal Products Corp.
Steelcraft; an Ingersoll-Rand company.
Windsor Republic Doors.
Doors: Complying with SDI A250.8 for level and model and SDI A250.4 for physical-endurance
level indicated, 1-3/4 inches (44 mm) thick unless otherwise indicated.
1.
Exterior Doors:
Level 2 and Physical Performance Level B (Heavy Duty), Model 2
(Seamless), metallic-coated steel sheet faces.
a.
2.
C.
Thermal-Rated (Insulated) Doors: For all exterior solid doors, provide doors with
thermal-resistance value (R-value) of not less than 2.1 deg F x h x sq. ft./Btu
(0.370 K x sq. m/W) when tested according to ASTM C 1363.
Hardware Reinforcement: Fabricate according to SDI A250.6 with reinforcement plates
from same material as door face sheets.
Frames: ANSI A250.8; conceal fastenings unless otherwise indicated.
1.
Steel Sheet for Exterior Frames: 0.053-inch- (1.3-mm-) minimum thickness, metallic
coated.
2.
Exterior Frame Construction: Face welded.
3.
Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement
plates from same material as frames.
4.
Frame Anchors: Not less than 0.042 inch (1.0 mm) thick.
HOLLOW METAL DOORS AND FRAMES
081113 - 1
Franklin Road Station
Murfreesboro, Tennessee
D.
Glazing Stops: Nonremovable stops on outside of exterior doors and on secure side of interior
doors; screw-applied, removable, glazing stops on inside, fabricated from same material as door
face sheet in which they are installed.
E.
Door Silencers: Three on strike jambs of single-door frames and two on heads of double-door
frames.
F.
Grout Guards: Provide where mortar might obstruct hardware operation.
G.
Prepare doors and frames to receive mortised and concealed hardware according to SDI A250.6
and BHMA A156.115.
H.
Reinforce doors and frames to receive surface-applied hardware.
I.
Prime Finish: Manufacturer's standard, factory-applied coat of lead- and chromate-free primer
complying with SDI A250.10 acceptance criteria.
2.2
MATERIALS
A.
Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, suitable for exposed applications.
B.
Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, free of scale, pitting, or surface defects.
C.
Metallic-Coated Steel Sheet: ASTM A 653/A 653M, G60 (Z180 or)A60 (ZF180).
D.
Frame Anchors: ASTM A 879/A 879M, 4Z (12G) coating designation; mill phosphatized.
1.
E.
For anchors built into exterior walls, sheet steel complying with ASTM A 1008/A 1008M or
ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M, Class B.
Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Install hollow metal frames to comply with SDI A250.11.
1.
Fire-Rated Frames: Install according to NFPA 80.
B.
Install doors to provide clearances between doors and frames as indicated in SDI A250.11.
C.
Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of
prime coat and apply touchup of compatible air-drying rust-inhibitive primer. Use galvanizing
repair paint for metallic coated surfaces.
END OF SECTION 081113
HOLLOW METAL DOORS AND FRAMES
081113 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals: Product Data, Shop Drawings, and color Samples.
1.
For entrance doors, include hardware schedule.
PART 2 - PRODUCTS
2.1
A.
ALUMINUM-FRAMED STOREFRONTS
Manufacturers: One of the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
Arcadia, Inc.
Arch Aluminum & Glass Co., Inc.
CMI Architectural
Commercial Architectural Products, Inc.
EFCO Corporation.
Kawneer North America; an Alcoa company.
Leed Himmel Industries, Inc.
Pittco Architectural Metals, Inc.
TRACO.
Tubelite.
United States Aluminum.
Vistawall Architectural Products; The Vistawall Group; a Bluescope Steel company.
YKK AP America Inc.
B.
Accessible Entrances: Comply with ICC A117.1.
C.
Performance Requirements:
1.
2.
3.
4.
Limit deflection of framing members normal to wall plane to 1/175 of clear span for spans
up to 13 feet 6 inches (4.1 m) and to 1/240 of clear span plus 1/4 inch (6.35 mm) for
spans greater than 13 feet 6 inches (4.1 m) or an amount that restricts edge deflection of
individual glazing lites to 3/4 inch (19 mm), whichever is less.
Limit deflection of framing members parallel to glazing plane to L/360 of clear span or
1/8 inch (3.2 mm), whichever is smaller.
Structural Testing: Systems tested according to ASTM E 330 at 150 percent of inward and
outward wind-load design pressures do not evidence material failures, structural distress,
deflection failures, or permanent deformation of main framing members exceeding 0.2
percent of clear span.
Air Infiltration: Limited to 0.06 cfm/sq. ft. (0.03 L/s per sq. m) of system surface area
when tested according to ASTM E 283 at a static-air-pressure difference of 1.57 lbf/sq. ft.
(75 Pa).
ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
084113 - 1
Franklin Road Station
5.
6.
Murfreesboro, Tennessee
Water Penetration: Systems do not evidence water leakage when tested according to
ASTM E 331 at minimum differential pressure of 20 percent of positive wind-load design
pressure, but not less than 6.24 lbf/sq. ft. (300 Pa).
Thermal Conductance: Average U-factor of not more than 0.57 Btu/sq. ft. x h x deg F
(3.23 W/sq. m x K) when tested according to AAMA 1503.
D.
Aluminum: Alloy and temper recommended by manufacturer for type of use and finish
indicated; ASTM B 209 (ASTM B 209M) sheet; ASTM B 221 (ASTM B 221M) extrusions.
E.
Glazing: As specified in Section 088000 "Glazing."
F.
Framing Members: Manufacturer's standard extruded-aluminum framing members of thickness
required and reinforced as required to support imposed loads.
G.
Thermal Break:
profile.
H.
Doors: 1-3/4-inch- (44.5-mm-) thick glazed doors with minimum 0.125-inch- (3.2-mm-) thick,
extruded-aluminum tubular rail and stile members. Mechanically fasten corners with reinforcing
brackets that are deeply penetrated and fillet welded or that incorporate concealed tie rods.
Provide snap-on extruded-aluminum glazing stops, and preformed gaskets.
1.
2.
3.
4.
All framing members shall have a thermal break integrated into the frame
Door Design: Wide stile; 5-inch (127-mm) nominal width.
Accessible Doors: Smooth surfaced for width of door in area within 10 inches (255 mm)
above floor or ground plane.
Exterior Doors: Provide compression weather stripping at fixed stops. At other locations,
provide sliding weather stripping retained in adjustable strip mortised into door edge.
Hardware: To be selected by Owner. All hardware shall be ADA-compliant.
I.
Fasteners and Accessories: Compatible with adjacent materials, corrosion resistant, nonstaining,
and nonbleeding. Use concealed fasteners except for application of door hardware.
J.
Fabrication: Fabricate framing in profiles indicated for flush glazing (without projecting stops).
Provide subframes and reinforcing of types indicated or, if not indicated, as required for a
complete system. Factory assemble components to greatest extent possible. Disassemble
components only as necessary for shipment and installation.
1.
K.
Door Framing: Reinforce to support imposed loads. Factory assemble door and frame
units and factory install hardware to greatest extent possible. Reinforce door and frame
units for hardware indicated. Cut, drill, and tap for factory-installed hardware before
finishing components.
Aluminum Finish: Class II, color anodic finish; complying with AAMA 611.
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Isolate metal surfaces in contact with incompatible materials, including wood, by painting contact
surfaces with bituminous coating or primer, or by applying sealant or tape recommended by
manufacturer.
ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
084113 - 2
Franklin Road Station
Murfreesboro, Tennessee
B.
Install components to drain water passing joints, condensation occurring within framing
members, and moisture migrating within the system to exterior.
C.
Set continuous sill members and flashing in full sealant bed as specified in Section 079200 "Joint
Sealants" to produce weathertight installation.
D.
Install framing components true in alignment with established lines and grades to the following
tolerances:
1.
2.
3.
E.
Variation from Plane: Limit to 1/8 inch in 12 feet (3 mm in 3.7 m); 1/4 inch (6 mm) over
total length.
Alignment: For surfaces abutting in line, limit offset to 1/16 inch (1.5 mm). For surfaces
meeting at corners, limit offset to 1/32 inch (0.8 mm).
Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch (3
mm).
Install doors without warp or rack. Adjust doors and hardware to provide tight fit at contact
points and smooth operation.
END OF SECTION 084113
ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
084113 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 087100 - DOOR HARDWARE
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Allowances: Door hardware is included in Hardware Allowance.
B.
Submittals: Hardware schedule and keying schedule.
PART 2 - PRODUCTS
2.1
HARDWARE
A.
Fire-Resistance-Rated Assemblies: Provide products that comply with NFPA 80 and are listed and
labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for
applications indicated. On exit devices provide label indicating "Fire Exit Hardware."
B.
Hinges:
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
2.
3.
4.
5.
6.
C.
Baldwin Hardware Corporation.
Bommer Industries, Inc.
Cal-Royal Products, Inc.
Hager Companies.
IVES Hardware; an Ingersoll-Rand company.
Lawrence Hardware Inc.
McKinney Products Company; an ASSA ABLOY Group company.
PBB, Inc.
Stanley Commercial Hardware; Div. of The Stanley Works.
Stainless-steel hinges with stainless-steel pins for exterior.
Nonremovable hinge pins for exterior and public interior exposure.
Ball-bearing hinges for doors with closers and entry doors.
Two hinges for 1-3/8-inch- (35-mm-) thick wood doors.
Three hinges for 1-3/4-inch- (45-mm-) thick doors 90 inches (2300 mm) or less in height;
four hinges for doors more than 90 inches (2300 mm) in height.
Locksets and Latchsets:
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
DOOR HARDWARE
Accurate Lock & Hardware Co.
Adams Rite Manufacturing Co.; an ASSA ABLOY Group company.
Arrow USA; an ASSA ABLOY Group company.
Best Access Systems; Div. of Stanley Security Solutions, Inc.
Cal-Royal Products, Inc.
Corbin Russwin Architectural Hardware; n ASSA ABLOY Group Company.
087100 - 1
Franklin Road Station
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
2.
3.
4.
5.
6.
7.
8.
D.
BHMA A156.2, Series 4000, Grade 1 for bored locks and latches.
BHMA A156.3, Grade 1 for exit devices.
BHMA A156.5, Grade 1 for auxiliary locks.
BHMA A156.12, Series 5000, Grade 1 for interconnected locks and latches.
BHMA A156.13, Series 1000, Grade 1 for mortise locks and latches.
Lever handles on locksets and latchsets.
Provide trim on exit devices matching locksets.
Cylinders with [five] -pin tumblers.
Provide construction keying.
Provide key control system, including cabinet.
Closers:
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
2.
3.
F.
Falcon Lock; an Ingersoll-Rand Company.
Hager Companies.
K2 Commercial Hardware; a Black & Decker Corp. company.
Marks USA.
Medeco Security Locks, Inc.; an ASSA ABLOY Group company.
PDQ Manufacturing.
SARGENT Manufacturing Company; an ASSA ABLOY Group company.
Schlage Commercial Lock Division; an Ingersoll-Rand company.
Weiser Lock Corp.; a Black & Decker Corp. company.
Yale Security Inc.; an ASSA ABLOY Group company.
Key locks to Owner's new master-key system.
1.
2.
3.
E.
Murfreesboro, Tennessee
Arrow USA; an ASSA ABLOY Group company.
Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company.
DORMA Architectural Hardware; Member of The DORMA Group North America.
Dor-O-Matic; an Ingersoll-Rand company.
K2 Commercial Hardware; a Black & Decker Corp. company.
LCN Closers; an Ingersoll-Rand company.
Norton Door Controls; an ASSA ABLOY Group company.
Rixson Specialty Door Controls; an ASSA ABLOY Group company.
SARGENT Manufacturing Company; an ASSA ABLOY Group company.
Yale Security Inc.; an ASSA ABLOY Group company.
Mount closers on interior side (room side) of door opening. Provide regular-arm, parallelarm, or top-jamb-mounted closers as necessary.
Adjustable delayed opening (accessible to people with disabilities) feature on closers.
Provide wall stops or floor stops for doors without closers.
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Mount hardware in locations required to comply with governing regulations and according to
SDI A250.8 and DHI WDHS.3.
DOOR HARDWARE
087100 - 2
Franklin Road Station
Murfreesboro, Tennessee
B.
Key Control System: Tag keys and place them on markers and hooks in key control system
cabinet.
C.
Deliver keys to Owner.
END OF SECTION 087100
DOOR HARDWARE
087100 - 3
Franklin Road Station
Murfreesboro, Tennessee
SECTION 088000 - GLAZING
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data and Samples.
B.
Glazing Publications: Comply with published recommendations of glass product manufacturers
and organizations below, unless more stringent requirements are indicated.
1.
2.
3.
4.
GANA Publications: GANA's "Glazing Manual."
AAMA Publications: AAMA GDSG-1, "Glass Design for Sloped Glazing," and AAMA TIRA7, "Sloped Glazing Guidelines."
IGMA Publication for Sloped Glazing: IGMA TB-3001, "Guidelines for Sloped Glazing."
IGMA Publication for Insulating Glass: SIGMA TM-3000, "North American Glazing
Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use."
C.
Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing
with certification label of the SGCC. Label shall indicate manufacturer's name, type of glass,
thickness, and safety glazing standard with which glass complies.
D.
Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one
component lite of units with appropriate certification label of IGCC.
PART 2 - PRODUCTS
2.1
GLASS, GENERAL
A.
Fire-Resistance-Rated Assemblies: Provide products that comply with NFPA 80 and are listed and
labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for
applications indicated.
B.
Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201.
Provide safety glazing labeling where safety glass is indicated.
2.2
GLASS PRODUCTS
A.
Float Glass: ASTM C 1036, Type I, Quality-Q3.
B.
Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3.
C.
Insulating-Glass Units: Factory-assembled units consisting of sealed lites of glass separated by a
dehydrated interspace, qualified according to ASTM E 2190.
GLAZING
088000 - 1
Franklin Road Station
2.3
A.
Murfreesboro, Tennessee
INSULATING-GLASS TYPES
Glass Type 1: Low-e-coated, clear insulating glass.
1.
2.
3.
4.
Overall Unit Thickness: 1 inch (25 mm).
Thickness of Each Glass Lite: 6.0 mm.
Interspace Content: Air.
Provide safety glass in locations where required by applicable codes.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other
glazing materials, unless more stringent requirements are contained in GANA's "Glazing
Manual."
B.
Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.
C.
Remove nonpermanent labels, and clean surfaces immediately after installation.
END OF SECTION 088000
GLAZING
088000 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 092216 - NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals: Product Data.
PART 2 - PRODUCTS
2.1
A.
2.2
A.
PERFORMANCE REQUIREMENTS
Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested in
assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to
authorities having jurisdiction.
METAL FRAMING AND SUPPORTS
Steel Framing Members, General: ASTM C 754.
1.
2.
B.
Framing Systems:
1.
2.
3.
4.
C.
2.
3.
A.
Studs and Runners: In depth indicated and 0.033 inch (0.84 mm) thick unless otherwise
indicated.
Hat-Shaped, Rigid Furring Channels: In depth indicated and 0.018 inch (0.45 mm) thick.
Resilient Furring Channels: 1/2 inch (13 mm) deep, with single- or double-leg
configuration.
Cold-Rolled Furring Channels: 0.053 inch (1.34 mm) thick, 3/4 inch (19 mm) deep.
Suspension Systems:
1.
2.3
Steel Sheet Components: ASTM C 645. Thickness specified is minimum uncoated basemetal thickness.
Protective Coating: ASTM A 653/A 653M, G60 (Z180), hot-dip galvanized zinc coating.
Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch (1.59-mm)
diameter, or double strand of 0.048-inch- (1.21-mm-) diameter wire.
Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, and 0.162-inch
(4.12-mm) diameter.
Carrying Channels: Cold-rolled steel, 0.053 inch (1.34 mm) thick, 2-1/2 inches (64 mm)
deep.
ACCESSORIES
General: Comply with referenced installation standards.
NON-STRUCTURAL METAL FRAMING
092216 - 1
Franklin Road Station
1.
Murfreesboro, Tennessee
Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power,
and other properties required to fasten steel members to substrates.
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Install steel framing to comply with ASTM C 754."
1.
2.
3.
4.
Gypsum Plaster Assemblies: Also comply with ASTM C 841.
Portland Cement Plaster Assemblies: Also comply with ASTM C 1063.
Gypsum Veneer Plaster Assemblies: Also comply with ASTM C 844.
Gypsum Board Assemblies: Also comply with ASTM C 840.
B.
Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim,
grab bars, toilet accessories, furnishings, or similar construction.
C.
Isolate steel framing from building structure, except at floor, to prevent transfer of loading
imposed by structural movement.
1.
Where studs are installed directly against exterior walls, install isolation strip between studs
and wall.
D.
Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies.
E.
Install suspension systems level to within 1/8 inch in 12 feet (3 mm in 3.6 m).
END OF SECTION 092216
NON-STRUCTURAL METAL FRAMING
092216 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 092900 - GYPSUM BOARD
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals: Product Data.
PART 2 - PRODUCTS
2.1
A.
2.2
PERFORMANCE REQUIREMENTS
Fire-Resistance-Rated Assemblies: Provide materials and construction identical to those tested in
assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable to
authorities having jurisdiction.
PANEL PRODUCTS
A.
Provide in maximum lengths available to minimize end-to-end butt joints.
B.
Interior Gypsum Board: ASTM C 1396/C 1396M, in thickness indicated, with manufacturer's
standard edges. Regular type unless otherwise indicated Type X where indicated.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
C.
American Gypsum.
CertainTeed Corp.
Georgia-Pacific Gypsum LLC.
Lafarge North America Inc.
National Gypsum Company.
PABCO Gypsum.
Temple-Inland.
USG Corporation.
Exterior Gypsum Soffit Board:
ASTM C 1396/C 1396M, in thickness indicated, with
manufacturer's standard edges. Regular type unless otherwise indicated.
1.
Manufacturers: One of the following:
a.
b.
c.
d.
e.
f.
g.
h.
GYPSUM BOARD
American Gypsum.
CertainTeed Corp.
Georgia-Pacific Gypsum LLC.
Lafarge North America Inc.
National Gypsum Company.
PABCO Gypsum.
Temple-Inland.
USG Corporation.
092900 - 1
Franklin Road Station
2.3
A.
ACCESSORIES
Trim Accessories: ASTM C 1047, formed from galvanized or aluminum-coated steel sheet, rolled
zinc, plastic, or paper-faced galvanized-steel sheet. For exterior trim, use accessories formed
from hot-dip galvanized-steel sheet, plastic, or rolled zinc.
1.
2.
3.
B.
Joint Tape: Paper unless otherwise recommended by panel manufacturer.
Joint Compounds: Setting-type compounds. Use only setting-type compounds at exterior
soffits.
Acoustical Sealant for Exposed and Concealed Joints:
sealant complying with ASTM C 834.
1.
2.
D.
Provide cornerbead at outside corners unless otherwise indicated.
Provide LC-bead (J-bead) at exposed panel edges.
Provide control joints where indicated.
Joint-Treatment Materials: ASTM C 475/C 475M.
1.
2.
C.
Murfreesboro, Tennessee
Nonsag, paintable, nonstaining latex
Sealants shall have a VOC content of 250 g/L or less.
Sealants shall comply with the testing and product requirements of the California
Department of Health Services' "Standard Practice for the Testing of Volatile Organic
Emissions from Various Sources Using Small-Scale Environmental Chambers."
Sound-Attenuation Blankets: ASTM C 665, Type I (unfaced).
PART 3 - EXECUTION
3.1
A.
INSTALLATION
Install gypsum board to comply with ASTM C 840.
1.
2.
B.
Isolate gypsum board assemblies from abutting structural and masonry work. Provide
edge trim and acoustical sealant.
Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws.
Finishing Gypsum Board: ASTM C 840.
1.
2.
3.
At concealed areas, unless a higher level of finish is required for fire-resistance-rated
assemblies, provide Level 1 finish: Embed tape at joints.
At substrates for tile, provide Level 2 finish: Embed tape and apply separate first coat of
joint compound to tape, fasteners, and trim flanges.
Unless otherwise indicated, provide Level 4 finish: Embed tape and apply separate first,
fill, and finish coats of joint compound to tape, fasteners, and trim flanges.
END OF SECTION 092900
GYPSUM BOARD
092900 - 2
Franklin Road Station
Murfreesboro, Tennessee
SECTION 099000 - PAINTING AND COATING
PART 1 - GENERAL
1.1
A.
SECTION REQUIREMENTS
Submittals:
1.
2.
B.
Product Data. Include printout of MPI's "MPI Approved Products List" with product
highlighted.
Samples.
Extra Materials: Deliver to Owner 1 gal. (3.8 L) of each color and type of finish coat paint used
on Project, in containers, properly labeled and sealed.
PART 2 - PRODUCTS
2.1
A.
PAINT
Manufacturers: One of the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
Behr Process Corporation.
Benjamin Moore & Co.
Benjamin Moore & Co. (Canada).
Bennette Paint Manufacturing Company, Inc.
Betonel Ltd.
BLP Mobile Paint Manufacturing.
California Paints.
Cloverdale Paint.
Color Wheel Paints & Coatings.
Columbia Paint & Coatings.
Conco Paints.
Coronado Paint.
Davis Paint Company.
Del Technical Coatings.
Diamond Vogel Paints.
Dunn-Edwards Corporation.
Durant Performance Coatings.
Duron, Inc.
Envirocoatings Canada Inc.
Euclid Chemical Company.
Farrell-Calhoun.
Frazee Paint.
General Paint.
Hallman Lindsay Paints.
Hirshfield's, Inc.
ICI Paints.
ICI Paints (Canada).
Insl-x.
PAINTING AND COATING
099000 - 1
Franklin Road Station
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
B.
Murfreesboro, Tennessee
Kelly-Moore Paints.
Kwal Paint.
Life Paint Corp.
M.A.B. Paints.
McCormick Paints.
Microblend Technologies Inc.
Miller Paint.
Mills Paint.
PARA Paints.
Parex LaHabra Inc.
Parker Paint Mfg. Co. Inc.
PPG Architectural Finishes, Inc.
Pratt & Lambert.
Rodda Paint Co.
SaverSystems.
Scott Paint.
Sherwin-Williams Company (The).
Sico, Inc.
Southern Diversified Products, LLC.
Smith Paint Products.
Vista Paint.
Zinsser.
MPI Standards: Provide materials that comply with MPI standards indicated and listed in its "MPI
Approved Products List."
1.
Exterior Painting Materials:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
s.
t.
u.
v.
w.
2.
Block Filler, Latex: MPI #4.
Primer, Alkali Resistant, Water Based: MPI #3.
Primer, Bonding, Water Based: MPI #17.
Primer, Bonding, Solvent Based: MPI #69.
Primer, Alkyd, Anticorrosive: MPI #79.
Primer, Galvanized, Water Based: MPI #134.
Primer, Quick Dry, for Aluminum: MPI #95.
Primer, Latex: MPI #6.
Primer, Alkyd: MPI #5.
Latex, Exterior Flat (Gloss Level 1): MPI #10.
Latex, Exterior Low Sheen (Gloss Level 3-4): MPI #15.
Latex, Exterior Semigloss (Gloss Level 5): MPI #11.
Latex, Exterior, Gloss (Gloss Level 6): MPI #119.
Light Industrial Coating, Exterior, Water Based (Gloss Level 3): MPI #161.
Light Industrial Coating, Exterior, Water Based, Semigloss (Gloss Level 5):
MPI #163.
Light Industrial Coating, Exterior, Water Based, Gloss (Gloss Level 6): MPI #164.
Alkyd, Exterior Flat (Gloss Level 1): MPI #8.
Alkyd, Exterior, Semigloss (Gloss Level 5): MPI #94.
Alkyd, Exterior Gloss (Gloss Level 6): MPI #9.
Alkyd, Quick Dry, Semigloss (Gloss Level 5): MPI #81.
Alkyd, Quick Dry, Gloss (Gloss Level 7): MPI #96.
Floor Paint, Latex, Low Gloss (Maximum Gloss Level 3): MPI #60.
Floor Enamel, Alkyd, Gloss (Gloss Level 6): MPI #27.
Interior Painting Materials:
PAINTING AND COATING
099000 - 2
Franklin Road Station
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
s.
t.
u.
v.
w.
x.
y.
z.
aa.
bb.
3.
Murfreesboro, Tennessee
Block Filler, Latex: MPI #4.
Primer Sealer, Latex: MPI #50.
Primer, Alkali Resistant, Water Based: MPI #3.
Primer Sealer, Institutional Low Odor/VOC: MPI #149.
Primer, Latex, for Interior Wood: MPI #39.
Primer Sealer, Alkyd, Interior: MPI #45.
Primer, Bonding, Water Based: MPI #17.
Primer, Bonding, Solvent Based: MPI #69.
Primer, Alkyd, Anticorrosive: MPI #79.
Primer, Galvanized, Water Based: MPI #134.
Primer, Quick Dry, for Aluminum: MPI #95.
Latex, Interior, Flat, (Gloss Level 1): MPI #53.
Latex, Interior, (Gloss Level 2): MPI #44.
Latex, Interior, (Gloss Level 4): MPI #43.
Latex, Interior, Semigloss, (Gloss Level 5): MPI #54.
Latex, Interior, Gloss, (Gloss Level 6, except Minimum Gloss of 65 Units at 60
Degrees): MPI #114.
Latex, Institutional Low Odor/VOC, Flat (Gloss Level 1): MPI #143.
Latex, Institutional Low Odor/VOC, (Gloss Level 2): MPI #144.
Latex, Institutional Low Odor/VOC, Semigloss (Gloss Level 5): MPI #147.
Latex, High Performance Architectural, (Gloss Level 2): MPI #138.
Latex, High Performance Architectural, Semigloss (Gloss Level 5): MPI #141.
Alkyd, Interior, Flat (Gloss Level 1): MPI #49.
Alkyd, Interior, Semigloss (Gloss Level 5): MPI #47.
Alkyd, Interior, Gloss (Gloss Level 6): MPI #48.
Alkyd, Quick Dry, Semigloss (Gloss Level 5): MPI #81.
Alkyd, Quick Dry, Gloss (Gloss Level 7): MPI #96.
Floor Paint, Latex, Low Gloss (Maximum Gloss Level 3): MPI #60.
Floor Enamel, Alkyd, Gloss (Gloss Level 6): MPI #27.
Staining and Clear Finishing Materials:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
s.
t.
u.
v.
Wood Filler Paste: MPI #91.
Primer, Latex for Exterior Wood: MPI #6.
Primer, Alkyd for Exterior Wood: MPI #5.
Primer, Oil for Exterior Wood: MPI #7.
Preservative, for Exterior Wood: MPI #37.
Alkyd, Sanding Sealer, Clear: MPI #102.
Shellac: MPI #88.
Stain, Exterior, Water Based, Solid Hide: MPI #16.
Stain, Exterior, Solvent Based, Solid Hide: MPI #14.
Stain, Exterior, Solvent Based, Semitransparent: MPI #13.
Stain, for Exterior Wood Decks: MPI #33.
Stain, Semitransparent, for Interior Wood: MPI #90.
Varnish, Water Based, Clear, Satin (Gloss Level 4): MPI #128.
Varnish, Water Based, Clear, Semigloss (Gloss Level 5): MPI #129.
Varnish, Water Based, Clear, Gloss (Gloss Level 6): MPI #130.
Varnish, with UV Inhibitor, Exterior, Semigloss (Gloss Level 5): MPI #30.
Varnish, with UV Inhibitor, Exterior, Gloss (Gloss Level 6): MPI #29.
Varnish, Marine Spar, Exterior, Gloss (Gloss Level 7): MPI #28.
Varnish, Interior, Flat (Gloss Level 1): MPI #73.
Varnish, Interior, Semigloss (Gloss Level 5): MPI #74.
Varnish, Interior, Gloss (Gloss Level 6): MPI #75.
Varnish, Interior, Polyurethane, Oil-Modified, Satin (Gloss Level 4): MPI #57.
PAINTING AND COATING
099000 - 3
Franklin Road Station
w.
x.
y.
z.
4.
Block Filler, Latex: MPI #4.
Block Filler, Epoxy: MPI #116.
Primer Sealer, Latex: MPI #50.
Primer, Zinc-Rich, Epoxy: MPI #20.
Primer, Epoxy, Anticorrosive: MPI #101.
Epoxy, Gloss: MPI #77.
Epoxy-Modified Latex, Gloss (Gloss Level 6): MPI #115.
Epoxy Deck Coating (Slip Resistant): MPI #82.
Polyurethane, Two-Component, Pigmented, Gloss (Gloss Level 6): MPI #72.
Material Compatibility:
substrates.
1.
D.
Varnish, Interior, Polyurethane, Oil-Modified, Gloss (Gloss Level 6): MPI #56.
Varnish, Polyurethane, Moisture-Cured, Gloss (Gloss Level 6): MPI #31.
Varnish, Aliphatic Polyurethane, Two-Component (Gloss Level 6 or 7): MPI #78.
Danish Oil: MPI #92.
High-Performance Coating Materials:
a.
b.
c.
d.
e.
f.
g.
h.
i.
C.
Murfreesboro, Tennessee
Provide materials that are compatible with one another and with
For each coat in a paint system, provide products recommended in writing by
manufacturers of topcoat for use in paint system and on substrate indicated.
Colors: As selected.
PART 3 - EXECUTION
3.1
PREPARATION
A.
Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual"
applicable to substrates indicated.
B.
Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask items that
cannot be removed. Reinstall items in each area after painting is complete.
C.
Clean and prepare surfaces in an area before beginning painting in that area.
painting so cleaning operations will not damage newly painted surfaces.
3.2
Schedule
APPLICATION
A.
Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual"
applicable to substrates indicated.
B.
Paint exposed surfaces unless otherwise indicated.
1.
2.
3.
4.
5.
Paint surfaces behind movable equipment and furniture same as similar exposed surfaces.
Paint surfaces behind permanently fixed equipment or furniture with prime coat only.
Paint the back side of access panels.
Color-code mechanical piping in accessible ceiling spaces.
Do not paint prefinished items, items with an integral finish, operating parts, and labels
unless otherwise indicated.
PAINTING AND COATING
099000 - 4
Franklin Road Station
C.
Apply paints according to manufacturer's written instructions.
1.
2.
D.
3.3
Use brushes only for exterior painting and where the use of other applicators is not
practical.
Use rollers for finish coat on interior walls and ceilings.
Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,
roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color
breaks.
1.
E.
Murfreesboro, Tennessee
If undercoats or other conditions show through topcoat, apply additional coats until cured
film has a uniform paint finish, color, and appearance.
Apply stains and transparent finishes to produce surface films without color irregularity,
cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other imperfections. Use
multiple coats to produce a smooth surface film of even luster.
EXTERIOR PAINT APPLICATION SCHEDULE
A.
Steel:
1.
Semigloss, Alkyd Quick-Dry: Two coats over alkyd anticorrosive primer: MPI EXT 5.1A.
B.
Galvanized Metal:
1.
Semigloss Latex: Two coats over primer recommended by topcoat manufacturer for
exterior use on galvanized-metal.
C.
Composite Trim:
1.
D.
Low-Sheen Latex: Two coats over latex primer: MPI EXT 6.3L.
Exterior Gypsum Soffit Board:
1.
Low-Sheen Latex: Two coats: MPI EXT 9.2A.
END OF SECTION 099000
PAINTING AND COATING
099000 - 5
Franklin Road Station
Murfreesboro, Tennessee
SECTION 107313 - AWNINGS
PART 1 - GENERAL
1.1
SECTION REQUIREMENTS
A.
Submittals: Product Data, Shop Drawings, and Samples.
B.
Verify dimensions by field measurements before fabrication and indicate on Shop Drawings.
PART 2 - PRODUCTS
2.1
A.
2.2
AWNINGS
Performance Requirements: Provide awnings capable of withstanding design loads indicated.
AWNING FABRICS
A.
Flame-Resistance Ratings: Passes NFPA 701.
B.
Fabric Fiber Content: Vinyl-laminated or -coated polyester mesh.
2.3
A.
AWNING FRAMES
Aluminum Frames: Alloy and temper recommended by aluminum producer and finisher for type
of use and finish indicated.
1.
2.
3.
4.
5.
B.
Aluminum Plate and Sheet: ASTM B 209 (ASTM B 209M).
Aluminum Extrusions: ASTM B 221 (ASTM B 221M).
Extruded Structural Pipe and Round Tubing: ASTM B 429/B 429M.
Drawn Seamless Tubing: ASTM B 210 (ASTM B 210M).
Aluminum Finish: Mill.
Anchors, Fasteners, Fittings, Hardware, and Installation Accessories:
Corrosion-resistant,
weather-resistant, tamperproof, vandal- and theft-resistant, nonstaining materials. Where
exposed to view, provide finish and color as selected.
1.
Expansion Anchors: Stainless steel anchors able to sustain six times the load imposed
when installed in unit masonry and four times the load imposed when installed in
concrete.
C.
Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel,
complying with SSPC-Paint 20.
D.
Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.
AWNINGS
107313 - 1
Franklin Road Station
2.4
Murfreesboro, Tennessee
AWNING FABRICATION
A.
Fabrics: Reinforce wear points and hardware attachment points with webbing.
B.
Fabric Edges and Seams: Folded and stitched.
C.
Frames: Preassemble awning frames in the shop to greatest extent possible.
1.
2.
3.
4.
D.
Form bent-metal corners to smallest radius possible without causing grain separation or
otherwise impairing work.
Form exposed work true to line and level with accurate angles and straight edges.
Form exposed connections with hairline joints, flush and smooth, using concealed
fasteners where possible. Provide weep holes where water may accumulate.
Weld corners and connections continuously. At exposed corners and connections, finish
exposed welds and surfaces smooth and blended.
Colors of Metal and Plastic Components Exposed to View:
designations.
As indicated by manufacturer's
PART 3 - EXECUTION
3.1
INSTALLATION
A.
General: Install awnings securely connected to supports, free of rack, and in proper relation to
adjacent construction.
B.
Install awnings after other finishing operations, including joint sealing and painting, have been
completed.
C.
Attach fabric to frames as recommended by fabricator, to ensure tight, wrinkle-free fit of fabric to
frame.
D.
Slip fit frame connections accurately together to form hairline joints.
E.
Weld frame connections that are not to be left as exposed joints but cannot be shop welded
because of shipping size limitations.
F.
Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with
grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint.
G.
Galvanized Surfaces: Clean field welds, connections, and abraded areas and repair galvanizing
to comply with ASTM A 780.
END OF SECTION 107313
AWNINGS
107313 - 2