HomeMy WebLinkAboutB13-0045 Specs 21 March 2013
VI LLA VALHALLA
COMMON AREA IMPROVEMENTS
384 GORE CREEK DRIVE
VAIL, COLORADO 81657
PROJECT MANUAL
Pierce Architects
1650 Fallridge Road
Vail, Colorado 81657
970.476.6342
Project Number: 1210
VILL VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
DOCUMENT 000107 - SEALS PAGE
1.1 DESIGN PROFESSIONALS OF RECORD
ARCHITECT William F. Pierce .—
All Sections except where indicated ��,�k ��� �
as prepared by other design f�`�' ��o
professionals of record. �
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STRUCTURAL Tim Boyle, PE
ENGINEER The following Sections: 033000,
042000, 051200, 053100, 054000,
055100, 061000, 061600.
END OF DOCUMENT 000107
SEALS PAGE 000107 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
DIVISION 01 - GENERAL REQUIREMENTS
011000 SUMMARY
012000 PRICE AND PAYMENT PROCEDURES
012500 SUBSTITUTION PROCEDURES
013000 ADMINISTRATIVE REQUIREMENTS
014000 QUALITY REQUIREMENTS
014200 REFERENCES
015000 TEMPORARY FACILITIES AND CONTROLS
017000 EXECUTION AND CLOSEOUT REQUIREMENTS
DIVISION 02 - EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION
DIVISION 03 - CONCRETE
033000 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
042000 UNIT MASONRY
DIVISION 05 - METALS
051200 STRUCTURAL STEEL FRAMING
053100 STEEL DECKING
054000 COLD-FORMED METAL FRAMING
055100 M ETAL STAI RS
055200 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
061000 ROUGH CARPENTRY
061600 SHEATHING
062000 FINISH CARPENTRY
064200 WOOD PANELING
064600 WOOD TRIM
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
071326 SELF-ADHERING SHEET WATERPROOFING
072100 THERMAL INSULATION
072500 WEATHER BARRIERS
074113 METAL ROOF PANELS
076200 SHEET METAL FLASHING AND TRIM
078413 PENETRATION FIRESTOPPING
079200 JOINT SEALANTS
DIVISION 08 - OPENINGS
081433 STILE AND RAIL WOOD DOORS
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084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
086200 UNIT SKYLIGHTS
087100 DOOR HARDWARE
088000 GLAZING
DIVISION 09 - FINISHES
096340 STONE FLOORING AND TRIM
099000 PAINTING AND COATING
END OF TABLE OF CONTENTS
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SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 PROJECT INFORMATION
A. Project Identification: Architect's project number 1210.
1. Project Location: 384 Gore Creek Drive, Vail, Colorado 81637.
B. Owner: Villa Valhalla Home Owners Association.
C. Architect: Pierce Architects. 1650 Fallridge Road, Vail, CO 81657.
D. Architect's Consultants: Architect has retained the following design professionals who
have prepared designated portions of the Contract Documents:
1. Mechanical & Electrical: Architectural Engineering Consultants, PO Box 8489
Avon, CO 81620.
E. Contractor: GE Johnson.
F. The Work includes, but is not limited to the following: New shed roof dormer addition to
accomodate an elevator retrofit and stair replacement; structural floor to support stone
finishes and revised stair and elevator shaft configurations; replacement of circulation
doors and private unit entry doors; selective window replacement per individual unit
owners; new exterior siding and trim; replacement of balcony railings; and limited
landscape improvements.
1.2 WORK RESTRICTIONS
A. Contractor's Use of Premises: During construction, Contractor will have full use of the
site. Contractor's use of premises is limited only by Owner's right to perform work or
employ other contractors on portions of Project.
B. On-Site Work Hours: As permited by the authority having jurisdiction.
C. Nonsmoking Building: Smoking is not permitted within the building or on the property.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
SUMMARY 011000 - 1
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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 UNIT PRICES (Not Used)
1.3 ALTERNATES (Not Used)
1.4 PAYMENT PROCEDURES
A. 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. Arrange schedule of values consistent with format of AIA Document G703 .
2. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
3. 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.
4. 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.
5. Provide a separate line item in the schedule of values for each allowance.
PRICE AND PAYMENT PROCEDURES 012000 - 1
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B. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 or
forms acceptable to Architect and Owner as form for Applications for Payment.
C. Submit four 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.
2. With each Application for Payment, submit waivers of inechanic's liens from
subcontractors, sub-subcontractors, and suppliers for construction period
covered by the previous application.
3. 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. Include insurance certificates, proof that taxes, fees, and similar obligations
were paid, and evidence that claims have been settled.
b. Include affidavit of payment of debts and claims on AIA Document G706.
c. Include affidavit of release of liens on AIA Document G706A.
d. Include consent of surety to final payment on AIA Document G707.
e. 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
3.1 SCHEDULE OF ALLOWANCES
A. Signage: Allow the sum of$5,000.
B. Hardware Allowance: Allow the sum of $350 per interior door for the purchase and
delivery of door hardware, including keying.
C. Carpet Allowance: Allow the sum of $45 per square yardfor the purchase, delivery,
and installation of carpet, including padding and installation accessories. Payment will
be made based on the floor area covered by carpet.
END OF SECTION 012000
PRICE AND PAYMENT PROCEDURES 012000 - 2
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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. Substitution Request Form: Use CSI Form 13.1A .
2. Submit requests within seven days after the Notice to Proceed .
3. 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.
C. Architect will review proposed substitutions and notify Contractor of their acceptance or
rejection. If necessary, Architect will request additional information or documentation
for evaluation.
1. Architect will notify Contractor of acceptance or rejection of proposed substitution
within seven days of receipt of request, or five days of receipt of additional
information or documentation, whichever is later.
D. 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 012500 - 1
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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. Use CSI Form 1.5A.
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 forms acceptable to Architect and Owner .
E. Project Web Site: Provide, administer, and use Project Web site for purposes of
hosting and managing project communication and documentation until Final
Completion.
F. Schedule and conduct progress meetings at Project site at weekly intervals. Notify
Owner and Architect of ineeting 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. Record minutes and distribute to everyone concerned, including Owner and
Architect.
1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will
be provided by Architect for Contractor's use in preparing submittals.
1. Architect will furnish Contractor one set of digital data drawing files of the
Contract Drawings for use in preparing Shop Drawings and Project record
drawings.
a. Architect makes no representations as to the accuracy or completeness of
digital data drawing files as they relate to the Contract Drawings.
b. Contractor shall execute a data licensing agreement in the form of
Agreement form acceptable to Owner and Architect.
B. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity.
ADMINISTRATIVE REQUIREMENTS 013000 - 1
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1. 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.
2. Submit one copy of each action submittal. Architect will return one copy.
3. Submit one copy of each informational submittal. Architect will not return copies.
4. Architect will discard submittals received from sources other than Contractor.
C. Paper Submittals: Place a permanent label or title block on each submittal for
identification. Provide a space approximately 6 by 8 inches 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. Project name.
2. Date.
3. Name and address of Contractor.
4. Name and address of subcontractor or supplier.
5. Number and title of appropriate Specification Section.
D. Electronic Submittals: Identify and incorporate information in each electronic submittal
file as follows:
1. Assemble complete submittal package into a single indexed file incorporating
submittal requirements of a single Specification Section and transmittal form with
links enabling navigation to each item.
2. Name file with unique identifier, including project identifier, Specification Section
number, and revision identifier.
3. Provide means for insertion to permanently record Contractor's review and
approval markings and action taken by Architect.
E. Identify options requiring selection by Architect.
F. Identify deviations from the Contract Documents on submittals.
G. Contractor's Construction Schedule Submittal Procedure:
1. Submit required submittals in the following format:
a. Working electronic copy of schedule file, where indicated.
b. PDF electronic file.
2. Contractor's Construction Schedule: Initial schedule, of size required to display
entire schedule for entire construction period.
a. Submit a working electronic copy of schedule, using software indicated,
and labeled to comply with requirements for submittals. Include type of
schedule (initial or updated) and date on label.
3. Coordinate Contractor's construction schedule with the schedule of values, list of
subcontracts, submittal schedule, progress reports, payment requests, and other
required schedules and reports.
ADMINISTRATIVE REQUIREMENTS 013000 - 2
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PART 2 - PRODUCTS
2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements: Prepare and submit submittals required
by individual Specification Sections.
1. Post electronic submittals as PDF electronic files directly to Project Web site
specifically established for Project.
a. Architect will return annotated file. Annotate and retain one copy of file as
an electronic Project record document file.
2. Submit electronic submittals via email as PDF electronic files.
a. Architect will return annotated file. Annotate and retain one copy of file as
an electronic Project record document file.
2.2 ACTION SUBMITTALS
A. Submit one electronic copy of each submittal unless otherwise indicated. Architect
will return one copy.
B. Product Data: Mark each copy to show applicable products and options. Include the
following:
1. Manufacturer's written recommendations, product specifications, and installation
instructions.
2. Wiring diagrams showing factory-installed wiring.
3. Printed performance curves and operational range diagrams.
4. Testing by recognized testing agency.
5. Compliance with specified standards and requirements.
C. 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 but no larger than 30 by 42
inches. Include the following:
1. Dimensions and identification of products.
2. Fabrication and installation drawings and roughing-in and setting diagrams.
3. Wiring diagrams showing field-installed wiring.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
D. 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. If variation is inherent in material or product, submit at least three sets of paired
units that show variations.
ADMINISTRATIVE REQUIREMENTS 013000 - 3
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2.3 INFORMATIONAL SUBMITTALS
A. Informational Submittals: Submit electronic copy of each submittal unless otherwise
indicated. Architect will not return copies.
B. Qualification Data: Include lists of completed projects with project names and
addresses, names and addresses of architects and owners, and other information
specified.
C. Product Certificates: Prepare written statements on manufacturer's letterhead
certifying that product complies with requirements in the Contract Documents.
2.4 DELEGATED DESIGN SERVICES
A. 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. If criteria indicated are not sufficient to perForm services or certification required,
submit a written request for additional information to Architect.
B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other
required submittals, submit three copies of 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. 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.
2.5 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 commencement of the Work
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 5 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.
ADMINISTRATIVE REQUIREMENTS 013000 - 4
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PART 3 - EXECUTION
3.1 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.
D. Submittals not required by the Contract Documents may not be reviewed and may be
discarded.
3.2 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Updating: At weekly intervals, update schedule to reflect actual construction progress
and activities. Issue schedule two days before each regularly scheduled progress
meeting.
1. As the Work progresses, indicate Actual Completion percentage for each activity.
B. 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 - 5
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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 confiicting 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. Seismic-force-resisting system, designated seismic system, or component listed
in the designated seismic system quality-assurance plan prepared by Architect.
2. Main wind-force-resisting system or a wind-resisting component listed in the
wind-force-resisting system quality-assurance plan prepared by Architect.
E. Test and Inspection Reports: Prepare and submit certified written reports specified in
other Sections. Include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification of product and Specification Section.
8. Complete test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Record of temperature and weather conditions at time of sample taking and
testing and inspecting.
11. Comments or professional opinion on whether tested or inspected Work complies
with the Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting and reinspecting.
QUALITY REQUIREMENTS 014000 - 1
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F. 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.
G. Professional Engineer Qualifications: A professional engineer who is Iegally 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. Notify Architect and Contractor of irregularities or deficiencies in the Work
observed during perFormance of its services.
2. Do not release, revoke, alter, or increase requirements of the Contract
Documents or approve or accept any portion of the Work.
3. Do not perForm any duties of Contractor.
K. Associated Services: Cooperate with testing agencies and provide reasonable
auxiliary services as requested. Provide the following:
1. Access to the Work.
2. Incidental labor and facilities necessary to facilitate tests and inspections.
3. Adequate quantities of representative samples of materials that require testing
and inspecting. Assist agency in obtaining samples.
4. Facilities for storage and field curing of test samples.
5. Security and protection for samples and for testing and inspecting equipment.
L. 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.
M. Special Tests and Inspections: Engage a qualified testing agency to conduct special
tests and inspections required by authorities having jurisdiction.
QUALITY REQUIREMENTS 014000 - 2
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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 - 3
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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)
REFERENCES 014200 - 1
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AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
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
REFERENCES 014200 - 2
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AWWA American Water Works Association
BHMA Builders Hardware Manufacturers Association
BIA Brick Industry Association (The)
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
REFERENCES 014200 - 3
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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
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)
REFERENCES 014200 - 4
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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.
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.
REFERENCES 014200 - 5
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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)
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
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(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
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'
REFERENCES 014200 - 7
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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
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)
REFERENCES 014200 - 8
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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.
IAPMO International Association of Plumbing and Mechanical Officials
ICC International Code Council
ICGES ICC Evaluation Service, Inc.
DIN Deutsches Institut fur Normung e.V.
IAPMO International Association of Plumbing and Mechanical Officials
ICC International Code Council
ICC-ES ICC Evaluation Service, Inc.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200
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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. Common Water and Electric Power: Available from Owner's existing system without
metering and without payment of use charges. Provide connections and extensions of
services as required for construction operations. Private unit utilities are not available
unless otherwise permitted in writing.
C. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for
temporary electric service. Install service to comply with NFPA 70.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Fencing: Minimum 2-inch, 0.148-inch- thick, galvanized-steel, chain-link fabric fencing;
minimum 6 feet high with galvanized-steel pipe posts and top and bottom rails. Provide
screening as required by the authority having jurisdiction.
2.2 TEMPORARY FACILITIES
A. Provide field offices, storage and fabrication sheds, and other support facilities as
necessary for construction operations. Store combustible materials apart from
building.
2.3 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. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type
heating units is prohibited.
2. 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.
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PART 3 - EXECUTION
3.1 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, Owner, and existing users for time when service
can be interrupted, if necessary, to make connections for temporary services.
B. 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.
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.
C. Temporary Elevator Use: Provide protection of all finishes during construction
D. Use of Owner's existing elevators will be permitted, provided elevators are cleaned and
maintained in a condition acceptable to Owner. Provide protective coverings, barriers,
devices, signs, or other procedures to protect elevator car and entrance doors and
frame. At Substantial Completion, restore elevators to condition existing before initial
use, including replacing worn cables, guide shoes, and similar items of limited life.
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. 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.
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C. Furnish and install site enclosure fence in a manner that will prevent people and
animals from easily entering site except by entrance gates.
D. Barricades, Warning Signs, and Lights: Comply with requirements of authorities
having jurisdiction for erecting structurally adequate barricades, including warning
signs and lighting.
E. 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.
F. Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to
separate areas not included in the work.
G. Install and maintain temporary fire-protection facilities. Comply with NFPA 241.
3.4 MOISTURE AND MOLD CONTROL
A. Before installation of weather barriers, protect materials from water damage and keep
porous and organic materials from coming into prolonged contact with concrete.
1. Protect stored and installed material from flowing or standing water.
2. Remove standing water from decks.
3. Keep deck openings covered or dammed.
B. After installation of weather barriers but before full enclosure and conditioning of
building, protect as follows:
1. Do not load or install drywall or porous materials into partially enclosed building.
2. Discard water-damaged material.
3. Do not install material that is wet.
4. Discard, replace, or clean stored or installed material that begins to grow mold.
5. PerForm work in a sequence that allows any wet materials adequate time to dry
before enclosing the material in drywall or other interior finishes.
3.5 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
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SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 EXECUTION REQUIREMENTS
A. Certificates: Submit certificate signed by land surveyor or professional engineer
certifying that location and elevation of improvements comply with requirements.
B. Cutting and Patching:
1. 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.
2. 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.
3. 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.
C. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's
written recommendations and instructions for installation of products and equipment.
1.2 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 two copies 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.
F. Record Digital Data Files: Submit data file and one set(s) of plots.
G. Record Product Data: Submit one paper copy and annotated PDF electronic files and
directories of each submittal.
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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.
2. 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.
3. Submit maintenance material submittals specified in other sections, including
tools, spare parts, extra materials, and similar items, and deliver to location
designated by Architect.
4. Submit test/adjust/balance records.
5. Submit changeover information related to Owner's occupancy, use, operation,
and maintenance.
C. Procedures Prior to Substantial Completion: Before requesting Substantial Completion
inspection, complete the following:
1. Advise Owner of pending insurance changeover requirements.
2. Make final changeover of permanent locks and deliver keys to Owner.
3. Complete startup and testing of systems and equipment.
4. PerForm preventive maintenance on equipment used prior to Substantial
Completion.
5. Advise Owner of changeover in heat and other utilities.
6. Participate with Owner in conducting inspection and walkthrough with local
emergency responders.
7. Remove temporary facilities and controls.
8. Complete final cleaning requirements, including touchup painting.
9. Touch up and otherwise repair and restore marred exposed finishes to eliminate
visual defects.
D. 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.
1.4 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting inspection for determining final
completion, complete the following:
1. Submit a final Application for Payment.
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2. 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.
3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage
complying with insurance requirements.
4. Submit pest-control final inspection report.
B. 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.
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. 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.
2.2 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. Manufacturer's operation and maintenance documentation.
2. Maintenance and service schedules.
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3. Maintenance service contracts. Include name and telephone number of service
agent.
4. Emergency instructions.
5. Spare parts list and local sources of maintenance materials.
6. Wiring diagrams.
7. Copies of warranties. Include procedures to follow and required notifications for
warranty claims
2.3 RECORD DRAWINGS
A. 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.
B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial
Completion, review marked-up record prints with Architect. When authorized, prepare
a full set of corrected digital data files of the Contract Drawings.
1. Format: Annotated PDF electronic file.
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, mechanical
and electrical systems, 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. Verify compatibility with and suitability of substrates.
2. Examine roughing-in for mechanical and electrical systems.
3. 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.
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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. At Substantial Completion, have the final property survey recorded by or with
authorities having jurisdiction as the official "property survey."
3.3 INSTALLATION
A. Locate the Work and components of the Work accurately, in correct alignment and
elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.
3. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90
inches in unoccupied spaces.
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.
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.
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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. Cutting: Cut in-place construction using methods least likely to damage elements
retained or adjoining construction.
1. Cut holes and slots neatly to minimum size required, and with minimum
disturbance of adjacent surFaces. Temporarily cover openings when not in use.
D. Patch with durable seams that are as invisible as possible. Provide materials and
comply with installation requirements specified in other Sections.
1. Restore exposed finishes of patched areas and extend finish restoration into
adjoining construction in a manner that will minimize evidence of patching and
refinishing.
2. 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.
3. 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.
3.5 CLEANING
A. Clean Project site and work areas daily, including common areas. Dispose of materials
lawfully.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work, broom-clean or vacuum
the entire work area, as appropriate.
3. Remove debris from concealed spaces before enclosing the space.
B. Complete the following cleaning operations before requesting inspection for
certification of Substantial Completion:
1. 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.
2. Sweep paved areas broom clean. Remove spills, stains, and other foreign
deposits.
3. Remove labels that are not permanent.
4. Clean transparent materials, including mirrors. Remove excess glazing
compounds.
5. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign
substances. Sweep concrete floors broom clean.
6. Vacuum carpeted surfaces and wax resilient flooring.
EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 6
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7. Wipe surfaces of inechanical and electrical equipment. Remove excess
lubrication and foreign substances. Clean plumbing fixtures. Clean light fixtures,
lamps, globes, and reflectors.
8. Replace disposable air filters and clean permanent air filters. Clean exposed
surfaces of diffusers, registers, and grills.
3.6 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. 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.
C. 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.
3.7 DEMONSTRATION AND TRAINING
A. 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 - 7
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SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Items indicated to be removed and salvaged remain Owner's property. Carefully
detach from existing construction, in a manner to prevent damage, and deliver to
Owner ready for reuse. Include fasteners or brackets needed for reattachment
elsewhere.
B. Predemolition Photographs: Show existing conditions of adjoining construction and
site improvements. Submit before Work begins.
C. Owner will occupy portions of building immediately adjacent to selective demolition
area. Conduct selective demolition so Owner's operations will not be disrupted.
D. It is not expected that hazardous materials will be encountered in the Work. If
hazardous materials are encountered, do not disturb; immediately notify Architect and
Owner. Hazardous materials will be removed by Owner under a separate contract.
PART 2 - PRODUCTS
2.1 PEFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with EPA regulations and with hauling and disposal
regulations of authorities having jurisdiction.
B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.
PART 3 - EXECUTION
3.1 DEMOLITION
A. Maintain services/systems indicated to remain and protect them against damage
during selective demolition operations. Before proceeding with demolition, provide
temporary services/systems that bypass area of selective demolition and that maintain
continuity of services/systems to other parts of the building.
B. Locate, identify, shut off, disconnect, and seal or cap off indicated utility services and
mechanical/electrical systems serving areas to be selectively demolished.
C. Refrigerant: Remove refrigerant from mechanical equipment to be selectively
demolished according to 40 CFR 82 and regulations of authorities having jurisdiction.
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D. Provide temporary barricades and other protection required to prevent injury to people
and damage to adjacent buildings and facilities to remain.
E. Protect walls, ceilings, floors, and other existing finish work that are to remain. Erect
and maintain dustproof partitions. Cover and protect furniture, furnishings, and
equipment that have not been removed.
F. Provide and maintain shoring, bracing, and structural supports as required to preserve
stability and prevent movement, settlement, or collapse of construction and finishes to
remain, and to prevent unexpected or uncontrolled movement or collapse of
construction being demolished.
G. Provide temporary weather protection to prevent water leakage and damage to
structure and interior areas.
H. Requirements for Building Reuse:
1. Maintain existing building structure (including structural floor and roof decking)
and envelope (exterior skin and framing, excluding window assemblies and
nonstructural roofing material) not indicated to be demolished; do not demolish
such existing construction beyond indicated limits.
2. Maintain existing interior nonstructural elements (interior walls, doors, floor
coverings, and ceiling systems) not indicated to be demolished; do not demolish
such existing construction beyond indicated limits.
I. Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining construction.
J. Remove demolition waste materials from Project site. Do not burn demolished
materials.
K. Clean adjacent structures and improvements of dust, dirt, and debris caused by
selective demolition operations. Return adjacent areas to condition existing before
selective demolition operations began.
END OF SECTION 024119
SELECTIVE DEMOLITION 024119 - 2
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SECTION 033000 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: concrete mix designs .
B. Ready-Mixed Concrete Producer Qualifications: ASTM C 94/C 94M.
PART 2 - PRODUCTS
2.1 PEFORMANCE REQUIREMENTS
A. Comply with AC1301, "Specification for Structural Concrete," and with AC1117,
"Specifications for Tolerances for Concrete Construction and Materials."
2.2 MATERIALS
A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.
B. Plain Steel Wire: ASTM A 82, as drawn.
C. Plain-Steel Welded Wire Reinforcement: ASTM A 185, as drawn, flat sheet.
D. Portland Cement: ASTM C 150, Type I or II.
E. Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded.
1. Maximum Coarse-Aggregate Size: 3/4 inch nominal.
F. Air-Entraining Admixture: ASTM C 260.
G. Chemical Admixtures: ASTM C 494, water reducing. Do not use calcium chloride or
admixtures containing calcium chloride.
H. Vapor Retarder: Reinforced sheet, ASTM E 1745, Class A.
1. Products: One of the following:
a. Grace Construction Products W. R. Grace & Co.; Florprufe 120.
b. Stego Industries, LLC; Stego Wrap 15 mil Class A.
2.3 CONCRETE MIXTURES
A. Prepare design mixtures, proportioned according to ACI 301.
CAST-IN-PLACE CONCRETE 033000 - 1
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B. Normal-Weight Concrete:
1. Minimum Compressive Strength: 3000 psi at 28 days.
2. Maximum Water-Cementitious Materials Ratio: 0.45 .
3. Slump Limit: 4 inches , plus or minus 1 inch.
4. Air Content: Maintain within range permitted by ACI 301. Do not allow air
content of floor slabs to receive troweled finishes to exceed 3 percent.
C. Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M.
1. When air temperature is above 90 deg F, reduce mixing and delivery time to 60
minutes.
PART 3 - EXECUTION
3.1 CONCRETING
A. Construct formwork according to AC1301 and maintain tolerances and surface
irregularities within ACI 347R limits of Class A, 1/8 inch for concrete exposed to view
and Class B, 1/4 inch for other concrete surfaces.
B. Place vapor retarder on prepared subgrade, with joints lapped 6 inches and sealed.
C. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and
supporting reinforcement.
D. Install construction, isolation, and contraction joints where indicated. Install full-depth
joint-filler strips at isolation joints.
E. Place concrete in a continuous operation and consolidate using mechanical vibrating
equipment.
F. Protect concrete from physical damage, premature drying, and reduced strength due to
hot or cold weather during mixing, placing, and curing.
G. Formed Surface Finish: Smooth-formed finish for concrete exposed to view, coated, or
covered by waterproofing or other direct-applied material; rough-formed finish
elsewhere.
H. Slab Finishes: Comply with ACI 302.1 R for screeding, restraightening, and finishing
operations for concrete surfaces. Do not wet concrete surFaces. Provide the following
finishes:
1. Scratch finish for surfaces to receive mortar setting beds.
2. Float finish for surfaces to receive waterproofing, roofing, or other direct-applied
material.
3. Troweled finish for floor surfaces and floors to receive floor coverings, paint, or
other thin film-finish coatings.
4. Trowel and fine-broom finish for surFaces to receive thin-set tile.
5. Nonslip-broom finish to exterior concrete platforms, steps, and ramps.
CAST-IN-PLACE CONCRETE 033000 - 2
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I. Protect concrete from damage. Repair and patch defective areas.
END OF SECTION 033000
CAST-IN-PLACE CONCRETE 033000 - 3
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VAIL, COLORADO 21 MARCH 2O13
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. See Section 055000 "Metal Fabrications" for furnishing steel lintels for unit masonry.
PART 2 - PRODUCTS
2.1 UNIT MASONRY
A. Comply with ACI 530.1/ASCE 6/TMS 602.
2.2 MASONRY UNITS
A. Concrete Masonry Units: ASTM C 90; Density Classification, Normal Weight.
1. Integral Water Repellent:
2. Products: One of the following:
a. ACM Chemistries; RainBloc.
b. BASF Aktienqesellschaft; Rheopel Plus.
c. Grace Construction Products, W. R. Grace & Co. - Conn.; Dry-Block.
2.3 MORTAR AND GROUT
A. Mortar: ASTM C 270, proportion specification.
1. Use masonry cement mortar.
2. Do not use calcium chloride in mortar.
3. For masonry below grade or in contact with earth, use Type S.
4. For reinforced masonry, use Type S .
B. Grout: ASTM C 476 with a slump of 8 to 11 inches.
2.4 REINFORCEMENT, TIES, AND ANCHORS
A. Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60.
B. Joint Reinforcement: ASTM A 951.
UNIT MASONRY 042000 - 1
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1. Coating: Mill galvanized at interior walls and hot-dip galvanized at exterior walls .
2. Wire Size for Side Rods: 0.148-inch diameter.
3. Wire Size for Cross Rods: 0.148-inch diameter.
4. Wire Size for Veneer Ties: 0.148-inch diameter.
5. For single-wythe masonry, provide either ladder design or truss design.
6. For multiwythe masonry, provide ladder design with three side rods.
2.5 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.
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. Matching Existing Masonry: Match coursing, bonding, color, and texture of existing
masonry.
D. Stopping and Resuming Work: Rack back units; do not tooth.
E. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates,
beams, lintels, posts, and similar items unless otherwise indicated.
F. Build non-load-bearing interior partitions full height and install compressible filler in joint
between top of partition and underside of structure above.
G. Tool exposed joints slightly concave when thumbprint hard unless otherwise indicated.
H. Keep cavities clean of mortar droppings and other materials during construction.
I. Set firebox brick in full bed of refractory mortar with full head joints. Make joints
approximately 1/8 inch wide and tool smooth.
J. Set clay flue liners in full beds of refractory mortar to comply with ASTM C 1283.
3.2 LINTELS
A. Install lintels where indicated.
UNIT MASONRY 042000 - 2
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B. Minimum bearing of 6 inches at each jamb unless otherwise indicated.
3.3 FIELD QUALITY CONTROL
A. Testing and Inspecting: Owner will engage special inspectors to perForm tests and
inspections required by authorities having jurisdiction.
1. Inspections: Level 1 special inspections according to the IBC.
2. Place grout only after inspectors have verified compliance of grout spaces and of
grades, sizes, and locations of reinforcement.
3.4 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.
END OF SECTION 042000
UNIT MASONRY 042000 - 3
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 051200 - STRUCTURAL STEEL FRAMING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Shop Drawings .
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Connections: Provide details of connections required by the Contract Documents to be
selected or completed by structural-steel fabricator.
1. Use LRFD; data are given at factored-load level .
B. Comply with applicable provisions of the following:
1. AISC 303.
2.2 STRUCTURAL STEEL
A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of
preconsumer recycled content not less than 25 percent.
B. W-Shapes: ASTM A 992/A 992M .
C. Channels, Angles, M , S-Shapes: ASTM A 36/A 36M .
D. Plate and Bar: ASTM A 36/A 36M .
E. Cold-Formed Hollow Structural Sections: ASTM A 500, Grade B , structural tubing.
F. Steel Pipe: ASTM A 53/A 53M, Type E or S, Grade B.
2.3 ACCESSORIES
A. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel
structural bolts; ASTM A 563, Grade C, heavy-hex carbon-steel nuts; and ASTM F 436,
Type 1, hardened carbon-steel washers.
B. Anchor Rods: ASTM F 1554, Grade 36.
1. Configuration: Hooked.
STRUCTURAL STEEL FRAMING 051200 - 1
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2. Nuts: ASTM A 563 heavy-hex carbon steel.
3. Plate Washers: ASTM A 36/A 36M carbon steel.
4. Washers: ASTM F 436, Type 1, hardened carbon steel.
C. Primer: Fabricator's standard lead- and chromate-free, nonasphaltic, rust-inhibiting
primer.
D. Grout: ASTM C 1107, nonmetallic, shrinkage resistant, factory packaged.
2.4 FABRICATION
A. Structural Steel: Fabricate and assemble in shop to greatest extent possible.
Fabricate according to AISC's "Code of Standard Practice for Steel Buildings and
Bridges" and AISC 360.
B. Shop Priming: Prepare surfaces according to SSPC-SP 2, "Hand Tool Cleaning"; or
SSPC-SP 3, "Power Tool Cleaning." Shop prime steel to a dry film thickness of at least
1.5 mils. Do not prime surfaces to be embedded in concrete or mortar or to be field
welded.
PART 3 - EXECUTION
3.1 ERECTION
A. Set structural steel accurately in locations and to elevations indicated and according to
AISC 303 and AISC 360.
B. Base and Leveling Plates: Clean concrete- and masonry-bearing surfaces of bond-
reducing materials, and roughen surfaces prior to setting plates. Clean bottom surFace
of plates.
1. Set plates for structural members on wedges, shims, or setting nuts as required.
2. Weld plate washers to top of base plate.
3. Snug-tighten anchor rods after supported members have been positioned and
plumbed. Do not remove wedges or shims but, if protruding, cut off flush with
edge of plate before packing with grout.
4. Promptly pack grout solidly between bearing surfaces and plates so no voids
remain. Neatly finish exposed surFaces; protect grout and allow to cure.
C. Align and adjust various members forming part of complete frame or structure before
permanently fastening. Before assembly, clean bearing surfaces and other surfaces
that will be in permanent contact with members. PerForm necessary adjustments to
compensate for discrepancies in elevations and alignment.
D. Do not use thermal cutting during erection unless approved by Architect. Finish
thermally cut sections within smoothness limits in AWS D1.1/D1.1 M.
STRUCTURAL STEEL FRAMING 051200 - 2
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E. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for
Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint
specified.
1. Joint Type: Snug tightened .
END OF SECTION 051200
STRUCTURAL STEEL FRAMING 051200 - 3
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 053100 - STEEL DECKING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Shop Drawings .
B. Welding: Qualify procedures and personnel according to AWS D1.3, "Structural
Welding Code - Sheet Steel."
PART 2 - PRODUCTS
2.1 MATERIALS
A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of
preconsumer recycled content not less than 25 percent.
B. Prime-Painted Steel Sheet: ASTM A 1008/A 1008M, Structural Steel (SS), Grade 33
minimum; shop primed.
C. Galvanized-Steel Sheet: ASTM A 653/A 653M, Structural Steel (SS), Grade 33,
G60zinc coating.
2.2 DECKING
A. Comply with SDI Publication No. 31.
B. Noncomposite Steel Form Deck: Fabricate galvanized ribbed-steel sheet
noncomposite form deck panels to comply with the following:
1. Manufacturers:
a. Nucor Corp.; Vulcraft Group.
2. Profile Depth: 9/16 inch .
3. Design Uncoated-Steel Thickness: 0.0239 inch .
2.3 MISCELLANEOUS
A. Accessories: Manufacturer's recommended floor deck pour stops and closures. Sheet
metal accessories of same material and finish as deck.
STEEL DECKING 053100 - 1
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VAIL, COLORADO 21 MARCH 2O13
PART 3 - EXECUTION
3.1 DECK INSTALLATION
A. Place, adjust, align, and bear deck panels on structure. Do not stretch or contract side-
lap interlocks.
B. Place deck panels flat and square and weld to structure without warp or deflection.
C. Cut, reinforce, and fit deck panels and accessories around openings and projections.
D. Floor Pour Stops and Girder Fillers: Weld pour stops and girder fillers to structure.
E. Floor Deck Closures: Weld steel sheet closures to deck to provide tight-fitting closures
at open ends of ribs and sides of decking. Weld cover plates at changes in direction of
floor deck panels.
F. Prepare and repair damaged galvanized coatings on both surFaces with galvanized
repair paint according to ASTM A 780.
G. Wire brush, clean, and paint scarred areas, welds, and rust spots on both surFaces of
painted deck panels.
END OF SECTION 053100
STEEL DECKING 053100 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 054000 - COLD-FORMED METAL FRAMING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data .
B. Protect cold-formed metal framing from corrosion, deformation, and other damage
during delivery, storage, and handling.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Comply with AISI's "Standard for Cold-Formed Steel Framing - Prescriptive Method for
One and Two Family Dwellings."
B. Comply with AWS D1.3, "Structural Welding Code - Sheet Steel."
2.2 MATERIALS
A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of
preconsumer recycled content not less than 25 percent.
B. Steel Studs: C-shaped, with flange width of not less than 1-5/8 inches, minimum
uncoated steel thickness of 0.538 inch , and of depths indicated.
C. Steel Track: U-shaped, minimum uncoated metal thickness same as studs used with
track, with flange widths of 1-1/4 inches for studs , of web depths indicated.
2.3 ACCESSORIES
A. Accessories: Fabricate from the same material and finish used for framing members,
of manufacturer's standard thickness and configuration, unless otherwise indicated.
B. Cast-in-Place Anchor Bolts: ASTM F 1554, Grade 36, threaded carbon-steel hex-
headed bolts and carbon-steel nuts; and flat, hardened-steel washers; zinc coated by
hot-dip process according to ASTM A 153/A 153M, Class C.
C. Mechanical Fasteners: Corrosion-resistant coated, self-drilling, self-threading steel drill
screws.
D. Insulation: ASTM C 665, Type I, unfaced mineral-fiber blankets.
COLD-FORMED METAL FRAMING 054000 - 1
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VAIL, COLORADO 21 MARCH 2O13
PART 3 - EXECUTION
3.1 FRAMING
A. Install framing and accessories level, plumb, square, and true to line, and securely
fastened, according to ASTM C 1007. Temporarily brace framing until entire integrated
supporting structure has been completed and permanent connections are secured.
1. Cut framing members by sawing or shearing; do not torch cut.
2. Fasten framing members by welding or screw fastening.
3. Install insulation in built-up exterior framing members.
4. Fasten reinforcement plates over web penetrations larger than standard punched
openings.
B. Erection Tolerances: Install cold-formed metal framing with a maximum variation of 1/8
inch in 10 feet and with individual framing members no more than plus or minus 1/8
inch from plan location. Cumulative error shall not exceed minimum fastening
requirements of sheathing or other finishing materials.
C. Studs: Install continuous top and bottom tracks securely anchored at corners and
ends. Squarely seat studs against webs of top and bottom tracks. Space studs as
indicated, set plumb, align, and fasten both flanges of studs to top and bottom tracks.
1. Install and fasten horizontal bridging in stud system, spaced in rows not more
than 48 inches apart.
2. Install miscellaneous framing and connections to provide a complete and stable
wall-framing system.
END OF SECTION 054000
COLD-FORMED METAL FRAMING 054000 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 055100 - METAL STAIRS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data with color selections (all aluminum materials), and Shop
Drawings .
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Provide railings capable of withstanding a uniform load of 50 Ibf/ft. and a concentrated
load of 200 Ibf applied to handrails and top rails of guards in any direction. Uniform
and concentrated loads need not be assumed to act concurrently.
B. Provide railing infill capable of withstanding a concentrated load of 50 Ibf applied
horizontally on an area of 1 sq. ft.. Infill load and other railing loads need not be
assumed to act concurrently.
2.2 METALS
A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
B. Steel Tubing: ASTM A 500 (cold formed) .
2.3 MISCELLANEOUS MATERIALS
A. Extruded Aluminum Nosings: Ribbed -type extruded-aluminum units with abrasive filler
consisting of aluminum-oxide or silicon-carbide grits, or a combination of both, in an
epoxy-resin binder. Apply clear lacquer to concealed surfaces of units set into
concrete.
1. Manufacturers:
a. ACL Industries, Inc.
b. American Safetv Tread Co., Inc.
c. Amstep Products.
d. Armstrong Products, Inc.
e. Balco Inc.
f. Granite State Castinp Co.
g. Wooster Products Inc.
METAL STAIRS 055100 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
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B. Concrete: Comply with Section 033000 "Cast-in-Place Concrete" for normal-weight,
air-entrained concrete with a minimum 28-day compressive strength of 3000 psi.
C. Welded Wire Fabric: ASTM A 185, 6 by 6 inches -W1.4 by W1.4.
2.4 FABRICATION
A. General: Shear and punch metals cleanly and accurately. Remove burrs and ease
exposed edges. Form bent-metal corners to smallest radius possible without impairing
work.
B. Welding: Use materials and methods that minimize distortion and develop strength of
base metals. At exposed connections, finish welds and surfaces smooth.
C. Stair Framing: Fabricate stringers of tube steel . Construct platforms of tube steel
headers and miscellaneous framing members.
D. Metal-Pan Stairs: Form risers, subtread pans, and subplatforms to configurations
shown from steel sheet of thickness needed to comply with performance requirements,
but not less than 0.067 inch thick.
2.5 FINISHES
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products"
for recommendations for applying and designating finishes. Finish metal stairs after
assembly.
B. Prepare uncoated ferrous metal surfaces to comply with SSPC-SP 3, "Power Tool
Cleaning," and paint with a fast-curing, lead- and chromate-free, universal modified-
alkyd primer complying with MPI#79.
PART 3 - EXECUTION
3.1 INSTALLATION
A. PerForm cutting, drilling, and fitting required for installing metal stairs. Set units
accurately in location, alignment, and elevation, measured from established lines and
levels and free of rack.
B. Fit exposed connections accurately together to form hairline joints. Weld connections
that are not to be left as exposed joints. Do not weld, cut, or abrade surfaces of
exterior units that have been hot-dip galvanized after fabrication and are for bolted or
screwed field connections.
C. Attach handrails to wall with wall brackets. Use type of bracket with flange tapped for
concealed anchorage to threaded hanger bolt .
END OF SECTION 055100
METAL STAIRS 055100 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 055200 - METAL RAILINGS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Shop Drawings structural analysis data signed and sealed by a qualified
professional engineer registered in the state where Project is located .
PART 2 - PRODUCTS
2.1 RAILING SYSTEMS
A. Provide railings capable of withstanding a uniform load of 50 Ibf/ft. and a concentrated
load of 200 Ibf applied to handrails and top rails of guards in any direction. Uniform
and concentrated loads need not be assumed to act concurrently.
B. Provide railing infill capable of withstanding a concentrated load of 50 Ibf applied
horizontally on an area of 1 sq. ft.. Infill load and other railing loads need not be
assumed to act concurrentiy.
2.2 METALS
A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
2.3 OTHER MATERIALS
A. Wood Rails: Hardwood rails of species and profile indicated; with manufacturer's
standard transparent finish, and secured to recessed metal subrail.
B. Nonshrink, Nonmetallic Grout: ASTM C 1107; recommended by manufacturer for
exterior applications.
2.4 FABRICATION
A. Assemble railing systems in shop to the greatest extent possible. Use connections that
maintain structural value of joined pieces.
B. Form changes in direction of railing members by mitering at elbow bends.
C. Fabricate railing systems and handrails for connecting members by welding with
concealed mechanical fasteners and fittings.
METAL RAILINGS 055200 - 1
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D. Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and
anchors to connect handrail and railing members to other construction.
E. Provide wall returns at ends of wall-mounted handrails.
2.5 FINISHES
A. Steel Railings: Cleaned and shop primed.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Fit exposed connections accurately together to form tight, hairline joints.
B. Set railings accurately in location, alignment, and elevation and free of rack.
C. Anchor posts in concrete by forming or core-drilling holes 5 inches deep and 3/4 inch
greater than OD of post. Fill annular space between post and concrete with nonshrink,
nonmetallic grout.
D. Attach handrails to wall with wall brackets where indicated.
END OF SECTION 055200
METAL RAILINGS 055200 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 061000 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
PART 2 - PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
A. Certified Wood: Wood-based materials shall be certified as "FSC Pure" or "FSC Mixed
Credit" according to FSC STD-01-001, "FSC Principles and Criteria for Forest
Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody
Certification."
B. Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection
agency.
C. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which
current model code research or evaluation reports exist that show compliance with
building code in effect for Project.
1. Allowable Design Stresses: Engineered wood products shall have allowable
design stresses, as published by manufacturer, that meet or exceed those
indicated. Manufacturer's published values shall be demonstrated by
comprehensive testing.
2.2 TREATED MATERIALS
A. Preservative-Treated Materials: AWPA U1; Use Category UC2for 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. Use treatment containing no arsenic or chromium. Do not use inorganic boron
(SBX) for sill plates.
2. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.
3. Mark lumber with treatment quality mark of an inspection agency approved by
the ALSC Board of Review.
B. Provide preservative-treated materials for all rough carpentry unless otherwise
indicated.
1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and
similar members in connection with roofing, flashing, vapor barriers, and
waterproofing.
ROUGH CARPENTRY 061000 - 1
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2. Wood sills, blocking, furring, and similar concealed members in contact with
masonry or concrete.
3. Wood framing members that are less than 18 inches (460 mm) above the
ground.
4. Wood floor plates that are installed over concrete slabs-on-grade.
2.3 FRAMING
A. Certified Wood: Wood framing shall be certified as "FSC Pure" or "FSC Mixed Credit"
according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship,"
and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification."
B. Dimension Lumber:
1. Maximum Moisture Content: 15 percent for 2-inch nominal thickness or less, 19
percent for more than 2-inch nominal thickness .
2. Non-Load-Bearing Interior Partitions: Construction or No. 2 : Western woods:
WCLIB or WWPA.
3. Framing Other Than Non-Load-Bearing Interior Partitions: No. 2 : Douglas fir-
larch: WCLIB, or WWPA.
2.4 MISCELLANEOUS LUMBER
A. Miscellaneous Dimension Lumber: Construction, or No. 2 grade with 19 percent
maximum moisture content of any species. Provide for nailers, blocking, and similar
members.
2.5 MISCELLANEOUS PRODUCTS
A. 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.
2. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex
nuts and, where indicated, flat washers.
B. Metal Framing Anchors: Structural capacity, type, and size indicated.
1. Manufacturers:
a. Simpson Strong-Tie Co., Inc.
b. USP Structural Connectors.
2. Use anchors made from hot-dip galvanized steel complying with
ASTM A 653/A 653M, G60 coating designation for interior locations where
stainless steel is not indicated.
3. Use anchors made from stainless steel complying with ASTM A 666, Type 304
for exterior locations and where indicated.
ROUGH CARPENTRY 061000 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
PART 3 - EXECUTION
3.1 INSTALLATION
A. Set 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. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood
Frame Construction," unless otherwise indicated.
C. Do not splice structural members between supports unless otherwise indicated.
D. Securely attach rough carpentry to substrates, complying with the following:
1. CABO NER-272 for power-driven fasteners.
2. Published requirements of inetal framing anchor manufacturer.
3. Table 2304.9.1, "Fastening Schedule," in the IBC .
END OF SECTION 061000
ROUGH CARPENTRY 061000 - 3
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 061600 - SHEATHING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
PART 2 - PRODUCTS
2.1 WOOD PANEL PRODUCTS, GENERAL
A. Plywood: DOC PS 1.
B. Oriented Strand Board: DOC PS 2.
C. Certified Wood: Wood-based materials shall be certified as "FSC Pure" or "FSC Mixed
Credit" according to FSC STD-01-001, "FSC Principles and Criteria for Forest
Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody
Certification."
2.2 WALL SHEATHING
A. Plywood Wall Sheathing: Exterior, Structural I sheathing.
B. Oriented-Strand-Board Wall Sheathing: Exposure 1, Structural I sheathing.
C. Glass-Mat Gypsum Wall Sheathing: ASTM C 1177/1177M.
1. Products:
a. G-P Gypsum Corporation; Dens-Glass Gold.
2.3 ROOF SHEATHING
A. Plywood Roof Sheathing: Exterior, Structural I sheathing.
B. Oriented-Strand-Board Roof Sheathing: Exposure 1, Structural I sheathing.
C. Composite Nail Base Insulated Roof Sheathing: Polyisocyanurate foam with oriented
strand board laminated to one face complying with ASTM C 1289, Type V.
2.4 MISCELLANEOUS PRODUCTS
A. Fasteners: Size and type indicated.
SHEATHING 061600 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
1. For roof and wall sheathing, provide fasteners with hot-dip zinc coating
complying with ASTM A 153/A 153M.
2. Power-Driven Fasteners: CABO NER-272.
B. Sheathing Joint-and-Penetration Treatment Materials:
1. Sealant for Glass-Mat Gypsum Sheathing: Silicone emulsion sealant,
recommended by tape and sheathing manufacturers for application indicated.
2. Sheathing Tape for Glass-Mat Gypsum Sheathing: Self-adhering, glass-fiber
tape recommended by sheathing and tape manufacturers for application
indicated.
3. Sheathing Tape for Foam-Plastic Sheathing: Pressure-sensitive plastic tape
recommended by sheathing manufacturer for sealing joints and penetrations in
sheathing.
C. Adhesives for Field Gluing Panels to Framing: APA AFG-01.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Securely attach to substrates, complying with the following:
1. CABO NER-272 for power-driven fasteners.
2. Table 2304.9.1, "Fastening Schedule," in the IBC .
B. Fastening Methods:
1. Wall and Roof Sheathing:
a. Nail to wood framing.
b. Screw to cold-formed metal framing.
END OF SECTION 061600
SHEATHING 061600 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 062000 - FINISH CARPENTRY
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Samples for siding and trim.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. Lumber: DOC PS 20 and grading rules of inspection agencies certified by American
Lumber Standards Committee Board of Review.
B. Softwood Plywood: DOC PS 1.
C. Certified Wood: Wood-based materials produced from tropical forests shall be certified
as "FSC Pure" or "FSC Mixed Credit" according to FSC STD-01-001, "FSC Principles
and Criteria for Forest Stewardship," and to FSC STD-40-004, "FSC Standard for
Chain of Custody Certification."
2.2 EXTERIOR FINISH CARPENTRY
A. Exterior Lumber Trim: WOODTONE Real Trim product or approved equal.
B. Lumber Siding: Kiln-dried, rough-sawn cedar, select tight-knot (no knots at edges).
C. Exterior roof and deck soffits: 1x6 tight knot fir.
2.3 INTERIOR STANDING AND RUNNING TRIM
A. Interior Hardwood Lumber Trim: Clear, kiln-dried, red oak.
2.4 STAIR RAILINGS
A. Interior Railings: Clear, kiln-dried, red oak of pattern indicated on drawings.
B. Exterior Railings: IPE wood cap as shown on the drawings.
2.5 MISCELLANEOUS MATERIALS
A. Fasteners for Exterior Finish Carpentry: Stainless-steel .
FINISH CARPENTRY 062000 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
B. Glue: Aliphatic-resin, polyurethane, or resorcinol wood glue recommended by
manufacturer.
1. Wood glue shall have a VOC content of 30 g/L or less.
2. Use waterproof resorcinol glue for exterior applications.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Condition interior finish carpentry in installation areas for 24 hours before installing.
B. Prime and backprime lumber for painted finish exposed on the exterior. Cut to length
and prime ends.
C. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe
and cut to fit adjoining work. Refinish and seal cuts.
1. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining
exterior finish carpentry with 1/32-inch maximum offset for flush installation and
1/16-inch maximum offset for reveal installation.
D. Install standing and running trim with minimum number of joints practical, using full-
length pieces from maximum lengths of lumber available. Do not use pieces less than
24 inches long except where necessary. Stagger joints in adjacent and related trim.
Cope at returns and inside corners and miter at outside corners.
E. Nail siding at each 2x4 wood nailer strips. Do not allow nails to penetrate more than
one thickness of siding, unless otherwise recommended by siding manufacturer. Seal
joints at inside and outside corners and at trim locations.
F. Select and arrange paneling for best match of adjacent units. Install with uniform tight
joints.
G. Railings: Secure wall rails with metal brackets. Fasten freestanding railings to newel
posts and to trim at walls with glue and countersunk-head wood screws or rail bolts.
END OF SECTION 062000
FINISH CARPENTRY 062000 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 064600 -WOOD TRIM
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Section includes standing and running trim, jambs, and frames.
B. Submittals: Samples showing the full range of colors, textures, and patterns available
for each type of finish.
C. Installer Qualifications: Fabricator of products.
D. Environmental Limitations for Interior Wood Trim: Do not deliver or install interior wood
trim until building is enclosed, wet work is completed, and HVAC system is operating.
PART 2 - PRODUCTS
2.1 WOOD TRIM
A. Quality Standard: AWI, AWMAC, and WI's "Architectural Woodwork Standards."
B. Certified Wood: Wood produced from tropical forests shall be certified as "FSC Pure"
or "FSC Mixed Credit" according to FSC STD-01-001, "FSC Principles and Criteria for
Forest Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody
Certification."
C. Interior Trim for Transparent Finish: Custom grade, made from red oak.
1. Fire-Rated Interior Frames and Jambs: Products fabricated from fire-retardant
particleboard or fire-retardant, medium-density fiberboard with veneered exposed
surfaces and listed and labeled by a testing and inspecting agency acceptable to
authorities having jurisdiction, for 20 or 60 minute fire rating, based on testing
according to NFPA 252.
2.2 MATERIALS
A. Wood Moisture Content for Interior Woodwork: 5 to 10 percent.
B. Blocking and Shims: Softwood or hardwood lumber, kiln dried.
C. Water-Repellent Preservative-Treated Materials: Comply with AWPA N1 (dip, spray,
flood, or vacuum-pressure treatment) for woodwork items indicated to receive water-
repellent preservative treatment.
D. Fasteners for Exterior Wood Trim:
WOOD TRIM 064600 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
1. Nails: hot-dip galvanized or stainless steel.
2. Screws: stainless steel.
2.3 FABRICATION
A. Complete fabrication to maximum extent possible before shipment to Project site.
Disassemble components only as necessary for shipment and installation. Where
necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.
B. Backout or groove backs of flat trim members and kerf backs of other wide, flat
members, except for members with ends exposed in finished work.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Before installation, condition wood trim to average prevailing humidity conditions in
installation areas.
B. Install wood trim to comply with referenced quality standard for grade specified.
C. Install wood trim level, plumb, true, and straight. Shim as required with concealed
shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches.
D. Scribe and cut wood trim to fit adjoining work, refinish cut surfaces, and repair
damaged finish at cuts.
E. Anchor wood trim to anchors or blocking built in or directly attached to substrates. Use
fine finishing nails or finishing screws for exposed nailing, countersunk and filled flush
with woodwork.
F. Interior Standing and Running Trim: Install with minimum number of joints possible,
using full-length pieces (from maximum length of lumber available) to greatest extent
possible. Do not use pieces less than 60 inches long, except where shorter single-
length pieces are necessary. Scarf running joints and stagger in adjacent and related
members.
END OF SECTION 064600
WOOD TRIM 064600 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 071326 - SELF-ADHERING SHEET WATERPROOFING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data .
B. Installer Qualifications: Installers and supervisors are trained and approved by
waterproofing manufacturer.
PART 2 - PRODUCTS
2.1 WATERPROOFING MATERIALS
A. Modified Bituminous Sheet: 60-mi1- thick, self-adhering sheet consisting of 56 mils of
rubberized asphalt laminated to a 4-mil- thick, polyethylene film with release liner on
adhesive side and formulated for application with primer or surFace conditioner that
complies with VOC limits of authorities having jurisdiction.
1. Products: One of the following:
a. American Hvdrotech, Inc.; VM75.
b. Carlisle Coatinqs &Waterproofinq Inc.; CCW MiraDRl 860/861.
c. CETCO Building Materials Group, a subsidiary of AMCOL International
Corp.; Envirosheet.
d. Grace, W. R., & Co. - Conn.; fBituthene 3000/Low Temperaturel forl
fBituthene 40001.
e. Henry Company; Blueskin WP 100/200.
f. Meadows, W. R., Inc.; SealTiqht Mel-Rol.
g. Nervastral, Inc.; BITU-MEM.
h. Polyguard Products, Inc.; Polyguard 650.
i. Protecto Wrap Company; PW 100/60.
j. Tamko Buildinq Products, Inc.; TW-60.
B. Auxiliary Materials: Furnish auxiliary materials recommended by waterproofing
manufacturer.
1. Primer: Liquid waterborne primer.
2. Surface Conditioner: Liquid, waterborne surface conditioner.
C. Molded-Sheet Drainage Panels: Permeable geotextile laminated to a three-
dimensional, molded-plastic-sheet drainage core.
SELF-ADHERING SHEET WATERPROOFING 071326 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
PART 3 - EXECUTION
3.1 INSTALLATION
A. Clean, prepare, and treat substrates. Provide clean, dust-free, and dry substrates for
waterproofing application.
B. Remove oil, form-release agents, curing compounds, and other contaminants or
coatings.
C. Remove projections and fill honeycomb, aggregate pockets, holes, and other voids.
D. Prepare, fill, prime, and treat joints and cracks in substrates. Remove dust and dirt
from joints and cracks.
1. Install sheet strips according to manufacturer's written instructions over treated
construction and contraction joints and cracks exceeding a width of 1/16 inch.
E. Bridge and cover isolation joints discontinuous deck-to-wall and deck-to-deck joints
with overlapping sheet strips. Invert and loosely lay first sheet strip over center of joint.
Firmly adhere second sheet strip to first and overlap to substrate.
F. Prepare, prime, and treat inside and outside corners according to ASTM D 6135.
G. Prepare, treat, and seal surfaces at terminations, penetrations, drains, and protrusions
according to ASTM D 6135.
H. Install self-adhering sheet waterproofing according to manufacturer's written
instructions and recommendations in ASTM D 6135.
I. Apply primer to substrates at required rate and allow it to dry.
J. Apply and firmly adhere sheets. Accurately align sheets and maintain uniform 2-1/2-
inch- minimum lap widths and end laps. Overlap and seal seams and stagger end
laps.
K. Seal edges of sheet-waterproofing terminations with mastic.
L. Repair tears, voids, and lapped seams not complying with requirements. Slit and
flatten fishmouths and blisters. Patch with sheets extending 6 inches beyond repaired
areas in all directions.
M. Install drainage panels over waterproofing membrane. Use adhesive or tape applied
according to manufacturer's written instructions. Do not penetrate waterproofing.
END OF SECTION 071326
SELF-ADHERING SHEET WATERPROOFING 071326 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
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 INSULATION PRODUCTS
A. Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV, with flame-spread and
smoke-developed indexes of 75 and 450, respectively.
1. Manufacturers: One of the following:
a. DiversiFoam Products.
b. Dow Chemical Company (The).
c. Owens Corninq.
B. Foil-Faced Polyisocyanurate Board Insulation: ASTM C 1289, Type I, Class 1 , with
flame-spread and smoke-developed indexes of 75 and 450, respectively.
1. Manufacturers: One of the following:
a. Atlas Roofinq Corporation.
b. Dow Chemical Company (The).
c. Rmax, Inc.
C. Glass-Fiber-Blanket Insulation: ASTM C 665, Type I, unfaced with flame-spread and
smoke-developed indexes of 25 and 450, respectively.
1. Manufacturers:
a. CertainTeed Corporation.
b. Guardian Buildinq Products, Inc.
c. Johns Manville.
d. Knauf Insulation.
e. Owens Corninq.
THERMAL INSULATION 072100 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
2.2 ACCESSORIES
A. Vapor Retarder: Polyethylene , 6 mils thick.
1. Products:
a. Raven Industries Inc.; DURA-SKRIM 6WW.
b. Reef Industries, Inc.; Griffolyn T-65.
B. Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed to fit
between roof framing members and to provide cross-ventilation between insulated attic
spaces and vented eaves.
PART 3 - EXECUTION
3.1 INSTALLATION
A. 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.
B. Except for loose-fill insulation and insulation that is friction fitted in stud cavities, bond
units to substrate with adhesive or use mechanical anchorage to provide permanent
placement and support of units.
C. Extend vapor retarder to extremities of areas to be protected from vapor transmission.
Secure in place with adhesives or other anchorage. Locate seams at framing
members, overlap, and seal with tape. Seal joints caused by pipes, conduits, electrical
boxes, and similar items with tape.
END OF SECTION 072100
THERMAL INSULATION 072100 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 072500 -WEATHER BARRIERS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. 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 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. DuPont (E. I. du Pont de Nemours and Company); Tyvek
CommercialWrap.
2.2 ACCESSORIES
A. Flexible Flashing: Adhesive butyl rubber or rubberized-asphalt compound, bonded to
plastic film or spunbonded polyolefin, with an overall thickness of 0.030 inch.
1. Products:
a. Du_Pont (E. I. du Pont de Nemours and Company); DuPont Flashinq Tape.
b. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Vvcor
Butyl Self Adhered Flashing_
c. Protecto Wrap Company; BT-25 XL.
d. Carlisle Coatinqs &Waterproofinq; CCW-705-TWF Thru-Wall Flashinq.
e. Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; fVycor
Plus Self-Adhered Flashingl fVycor V40 Self-Adhered Flashingl.
B. Building Wrap Tape: Pressure-sensitive plastic tape recommended by building-wrap
manufacturer for sealing joints and penetrations in building wrap.
WEATHER BARRIERS 072500 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
PART 3 - EXECUTION
3.1 INSTALLATION
A. Building Paper Installation:
1. Apply building paper immediately after sheathing is installed.
2. Apply horizontally with a 2-inch overlap and a 6-inch end lap.
3. Seal seams, edges, fasteners, and penetrations with tape.
4. Extend into jambs of openings and seal corners with flexible flashing.
B. Building Wrap Installation:
1. Apply building wrap immediately after sheathing is installed.
2. Seal seams, edges, fasteners, and penetrations with building wrap tape.
3. Extend into jambs of openings and seal corners with building wrap tape.
C. Flexible Flashing Installation:
1. Prime substrates as recommended by flashing manufacturer.
2. Lap seams and junctures with other materials at least 3 inches, except that at
flashing flanges of other construction, laps need not exceed flange width.
3. Lap flashing over water-resistive barrier at bottom and sides of openings.
4. Lap water-resistive barrier over flashing at heads of openings.
5. After flashing has been applied, roll surFaces with a hard rubber or metal roller.
END OF SECTION 072500
WEATHER BARRIERS 072500 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 074113 - METAL ROOF PANELS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: Factory-formed metal roof panels..
B. Submittals: Product Data, Shop Drawings, 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 20 years from date of Substantial
Completion.
PART 2 - PRODUCTS
2.1 METAL ROOF PANELS
A. Wind-Uplift Resistance of Roof Assemblies: UL 580, Class 90.
B. Energy Performance of Roof Panels: Initial solar reflectance not less than 0.70 and
emissivity not less than 0.75 when tested according to CRRC-1.
C. Roof Panel Type: standing-seam metal roof panels.
1. Basis of Design Product: AEP Span, SpanSeam or a comparable product
acceptable by the architect.
2. Nominal Metal Thickness: 0.034 inch .
3. Finish: Manufacturer's standard Kynar finish.
2.2 ACCESSORIES
A. Provide components required for a complete roof panel assembly including trim, , clips,
seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items.
B. Flashing and Trim: Formed from 0.025-inch 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;
slip-resisting-polyethylene surFaced; with release paper backing; cold applied. Stable
after testing at 240 deg F and passes after testing at minus 20 deg F; ASTM D 1970.
METAL ROOF PANELS 074113 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
1. Products:
a. Grace Construction Products, a unit of Grace, W. R. & Co.; Ultra.
b. Owens Corning; WeatherLock Metal High Temperature Underlayment.
D. Slip Sheet: Manufacturer's recommended slip sheet, of type required for application.
E. Thermal Spacer Blocks: Fabricated from extruded polystyrene, 1 inch thick.
F. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-
mil dry film thickness per coat.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Apply self-adhering sheet underlayment under all metal roofing areas.
B. Apply self-adhering sheet underlayment at valleys and crickets, extending 36 inches on
each side.
C. Apply slip sheet over underlayment before installing metal roof panels.
D. Install flashings to cover underlayment to comply with requirements specified in
Section 076200 "Sheet Metal Flashing and Trim."
E. 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. Steel Roof Panels: Use stainless-steel fasteners for surfaces exposed to the
exterior and galvanized-steel fasteners for surfaces exposed to the interior.
2. Provide metal closures at rake edges each side of ridge caps.
3. Flash and seal metal roof panels with weather closures at eaves, rakes, and
perimeter of all openings.
4. Install ridge caps as metal roof panel work proceeds.
F. Install gaskets, joint fillers, and sealants where required for weatherproof perFormance
of inetal roof panel assemblies. Provide types of gaskets, fillers, and sealants
recommended by metal roof panel manufacturer.
G. Separate dissimilar metals with a bituminous coating or self-adhering sheet
underlayment.
END OF SECTION 074113
METAL ROOF PANELS 074113 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 076200 - SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data Samples.
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. Metallic-Coated Steel Sheet: ; 0.028-inch nominal thickness.
1. Finish: PVDF coating (polyvinylidene fluoride) by KynarO or equal.
2. Concealed Finish: Manufacturer's standard white or light-colored acrylic or
polyester backer finish.
2.2 ACCESSORIES
A. Self-Adhering Sheet Underlayment, High Temperature: Butyl or SBS-modified asphalt;
slip-resisting-polyethylene surFaced; with release paper backing; cold applied. Stable
after testing at 240 deg F and passes after testing at minus 20 deg F; ASTM D 1970.
B. Slip Sheet: Building paper, 3-Ib/100 sq. ft. minimum, rosin sized.
C. Fasteners: Wood screws, annular-threaded nails, self-tapping screws, self-locking
rivets and bolts, and other suitable fasteners.
1. Exposed Fasteners: Heads matching color of sheet metal roofing using plastic
caps or factory-applied coating.
2. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching
internal gutter width.
3. Fasteners for Metallic-Coated Steel Sheet: Hot-dip galvanized steel or
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.
SHEET METAL FLASHING AND TRIM 076200 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
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 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.
D. Separate dissimilar metals with a bituminous coating or polymer-modified, bituminous
sheet underlayment.
END OF SECTION 076200
SHEET METAL FLASHING AND TRIM 076200 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 078413 - PENETRATION FIRESTOPPING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and Installer certificates signed by Installer certifying that
products have been installed in compliance with requirements.
PART 2 - PRODUCTS
2.1 PENETRATION FIRESTOPPING
A. Manufacturers: One of the following:
1. A/D Fire Protection Systems Inc.
2. Grace Construction Products.
3. Hilti, Inc.
4. Johns Manville.
5. Nelson Firestop Products.
6. NUCOInc.
7. Passive Fire Protection Partners.
8. RectorSeal Corporation.
9. Specified Technologies Inc.
10. 3M Fire Protection Products.
11. Tremco, Inc.; Tremco Fire Protection Svstems Group.
12. USG Corporation.
B. Provide penetration firestopping materials that are compatible with one another,
substrates, and penetrating items if any.
C. Penetrations in Fire-Resistance-Rated Walls and Horizontal Assemblies: Provide
penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based
on testing at a positive pressure differential of 0.01-inch wg.
1. F-Rating at Fire-Resistance-Rated Walls: Not less than that of construction
penetrated.
2. F-Rating at Horizontal Assemblies: At least 1 hour, but not less than that of
construction penetrated.
3. T-Rating at Horizontal Assemblies: At least 1 hour, but not less than the fire-
resistance rating of construction penetrated except for penetrations within the
cavity of a wall.
D. Penetrations in Smoke Barriers: Provide penetration firestopping with ratings
determined per UL 1479.
PENETRATION FIRESTOPPING 078413 - 1
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1. L-Rating: Not exceeding 5.0 cfm/sq. ft. of penetration opening at 0.30-inch wg at
both ambient and elevated temperatures.
E. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-
developed indexes of less than 25 and 450, respectively, as determined per
ASTM E 84.
F. Accessories: Provide components for each penetration firestopping system that are
needed to install fill materials and to maintain ratings required. Use only those
components specified by penetration firestopping manufacturer and approved by
qualified testing and inspecting agency.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install penetration firestopping to comply with manufacturer's written
installation instructions and published drawings for products and applications indicated.
B. Identify penetration firestopping with preprinted metal or plastic labels. Attach labels
permanently to surFaces adjacent to and within 6 inches of firestopping edge so labels
will be visible to anyone seeking to remove penetrating items or firestopping. Include
the following information on labels:
1. The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building
Management of Any Damage."
2. Designation of applicable testing and inspecting agency.
3. Manufacturer's name.
4. Installer's name.
C. Owner will engage a qualified testing agency to perform tests and inspections.
END OF SECTION 078413
PENETRATION FIRESTOPPING 078413 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
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.
PART 2 - PRODUCTS
2.1 JOINT SEALANTS
A. Low-Emitting Materials:
1. Exterior reactive sealants shall have a VOC content of not more than 50 g/L or 4
percent by weight, whichever is greater.
2. 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.
B. 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.
C. Sealant for General Exterior Use Where Another Type Is Not Specified, One of the
Following:
1. Single-component, neutral-curing silicone sealant, ASTM C 920, Type S;
Grade NS; Class 25; for Use NT.
a. Products: One of the following:
1) Dow Corninq Corporation; 799.
2) GE Advanced Materials - Silicones; UltraGlaze SSG4000.
3) Mav National Associates, Inc.; Bondaflex Sil 200 GPN Bondaflex
Sil 201 FC.
4) Polymeric Systems, Inc.; PSI-631.
5) Schnee-Morehead, Inc.; SM5731 Poly-Glaze Plus.
6) Tremco Incorporated; Proglaze SSG Tremsil 600.
2. Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS;
Class 25; and for Use NT.
a. Products:
JOINT SEALANTS 079200 - 1
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1) BASF Buildinq Systems; Sonolastic NP1 Sonalastic TX1 Sonolastic
Ultra.
2) Bostik, Inc.; Chem-Calk 900 915.
3) Mav National Associates, Inc.; Bondaflex PUR 25.
4) Pacific Polvmers International, Inc.; Elasto-Thane 230 Type II.
5) Pecora Corporation; Dynatrol I-XL.
6) Polvmeric Systems, Inc.; Flexiprene 1000.
7) Schnee-Morehead, Inc.; Permathane SM7100 Permathane SM7108
Permathane SM7110.
8) Sika Corporation, Construction Products Division; Sikaflex - 1 a.
9) Tremco Incorporated; Vulkem 116.
D. Sealant for Interior Use at Perimeters of Door and Window Frames:
1. Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.
a. Products:
1) BASF Buildinq Systems; Sonolac.
2) Bostik, Inc.; Chem-Calk 600.
3) May National Associates, Inc.; Bondaflex 600 Bondaflex Sil-A 700.
4) Pecora Corporation; AG20+.
5) Schnee-Morehead, Inc.; SM 8200.
6) Tremco Incorporated; Tremflex 834.
E. Acoustical Sealant:
1. 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:
1) Pecora Corporation; AC-20 FTR AIS-919.
2) USG Corporation; SHEETROCK Acoustical Sealant.
2.2 MISCELLANEOUS MATERIALS
A. 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.
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.
JOINT SEALANTS 079200 - 2
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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. Provide sealant between dissimilar materials unless otherwise indicated.
B. Comply with ASTM C 1193.
C. 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.
D. Install bond-breaker tape behind sealants where sealant backings are not used
between sealants and backs of joints.
E. 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
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 081433 - STILE AND RAIL WOOD DOORS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data, including detaiis of construction .
PART 2 - PRODUCTS
2.1 STILE AND RAIL DOORS
A. Fire-Rated Door Assemblies: Listed and labeled by a testing agency acceptable to
authorities having jurisdiction, based on testing at positive pressure according to
NFPA 252 or UL 10C.
B. Certified Wood: Wood doors shall be certified as "FSC Pure" or "FSC Mixed Credit"
according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship,"
and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification."
C. Interior Fire-Rated Doors: Fire-rated (20-minute rating) doors complying with
WDMA I.S.6A, "Industry Standard for Architectural Stile and Rail Doors," Custom grade
made from red oak with 1-3/4-inch- thick stiles and rails and 1-1/8-inch- thick raised
panels.
1. Suite Entrance Doors: Pinecrest, Craftsman style 3019-1, style and rail with v-
groove panel construction or a comparable product approved by the architect.
D. Interior Fire-Rated Doors: Fire-rated (60-minute rating) doors complying with
WDMA I.S.6A, "Industry Standard for Architectural Stile and Rail Doors," Custom grade
made from red oak with 1-3/4-inch- thick mineral-core stiles and rails and 1-1/8-inch-
thick, mineral-core raised panels.
1. Manufacturers:
2. Basis-of-Desiqn Product: Pinecrest, Craftsman style 3019-1, style and rail with
v-groove panel construction or a comparable product approved by the architect:
2.2 INTERIOR FIRE-RATED DOOR FRAMES
A. Manufacturers:
B. Basis-of-Desiqn Product: FyreWerks, FyreFrame 45/60.
C. Fire-Rated Door Assemblies: Listed and labeled by a testing agency acceptable to
authorities having jurisdiction, based on testing at positive pressure according to
NFPA 252 or UL 10C.
STILE AND RAIL WOOD DOORS 081433 - 1
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D. Frames, complete with casings, fabricated from fire-retardant-treated wood or from
veneered fire-retardant wood-based product, or mineral board.
1. Species: Red oak .
2. Circulation and Unit Entry doors: FyreWerks, FyreFrame 45/60 single rabbet, flat
laminated wood frame, or a comparable product approved by the architect.
2.3 FABRICATION AND FINISHING
A. Factory fit doors to suit frame-opening sizes and to comply with referenced quality
standard.
1. Provide 1/8-inch clearance at jambs, heads, and meeting stiles and 1/2 inch at
bottom. At thresholds, provide 3/8-inch clearance.
2. Comply with NFPA 80 for fire-resistance-rated doors.
B. Factory machine doors for hardware that is not surface applied.
C. Factory finish wood doors with manufacturer's standard stain and two-coat conversion
varnish finish in color selected.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install fire-rated wood door frames level, plumb, true, and aligned with adjacent
materials. Countersink fasteners, fill surFace flush, and sand smooth.
B. Install fire-rated doors to comply with NFPA 80.
C. Align and fit doors in frames with uniform clearances and bevels indicated below.
Machine doors for hardware. Seal cut surfaces after fitting and machining.
1. Provide 1/8-inch clearance at jambs, heads, and meeting stiles and 1/8 inch at
bottom. At thresholds, provide 1/4-inch clearance from bottom of door.
D. Align factory-fitted doors in frames for uniform clearances.
E. Repair, refinish, or replace factory-finished doors damaged during installation as
directed by Architect.
END OF SECTION 081433
STILE AND RAIL WOOD DOORS 081433 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 084113 -ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data, Shop Drawings, and color Samples.
1. For entrance doors, include hardware schedule.
PART 2 - PRODUCTS
2.1 ALUMINUM-FRAMED STOREFRONTS
A. Manufacturers:
B. Basis-of-Design Product: Kawneer Tri-Fab 4 '/2" system or architect approved
product of one of the following:
1. EFCO Corporation.
2. YKK AP America Inc.
C. Accessible Entrances: Comply with ICC A117.1.
D. PerFormance Requirements:
1. Limit deflection of framing members parallel to glazing plane to L/360 of clear
span or 1/8 inch, whichever is smaller.
2. 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.
3. Air Infiltration: Limited to of system surface area when tested according to
ASTM E 283 at a static-air-pressure difference of 1.57 Ibf/sq. ft..
4. 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 Ibf/sq. ft..
5. Thermal Conductance: Average U-factor of not more than 0.45 Btu/sq. ft. x h x
deg F when tested according to AAMA 1503.
E. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish
indicated; ASTM B 209 sheet; ASTM B 221 extrusions.
F. Glazing: As specified in Section 088000 "Glazing."
G. Framing Members: Manufacturer's standard extruded-aluminum framing members of
thickness required and reinforced as required to support imposed loads.
ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
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H. Doors: 1-3/4-inch- thick glazed doors with minimum 0.125-inch- 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. Door Design: As indicated .
2. Accessible Doors: Smooth surfaced for width of door in area within 10 inches
above floor or ground plane.
3. Interior poors: Provide BHMA A156.16 silencers, three on strike jamb of single-
door frames and two on head of double-door frames.
4. Exterior poors: Provide compression weather stripping at fixed stops. At other
locations, provide sliding weather stripping retained in adjustable strip mortised
into door edge.
5. Hardware: As specified in Section 087100 "Door Hardware."
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. 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.
K. Aluminum Finish: Class I, color anodic finish; complying with AAMA 611 .
PART 3 - EXECUTION
3.1 INSTALLATION
A. 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.
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. Variation from Plane: Limit to 1/8 inch in 12 feet; 1/4 inch over total length.
ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
2. Alignment: For surfaces abutting in line, limit offset to 1/16 inch. For surFaces
meeting at corners, limit offset to 1/32 inch.
3. Diagonal Measurements: Limit difference between diagonal measurements to
1/8 inch.
E. 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
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 086200 - UNIT SKYLIGHTS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data, Shop Drawings, and finish Samples.
B. Provide AAMA-certified skylights with an attached label.
PART 2 - PRODUCTS
2.1 SKYLIGHTS
A. Manufacturers: One of the following:
1. American Skylites.
2. APC Davliter; C/S Group.
3. Auburn Skvliqhts; Maior Industries, Inc.
4. Bristolite Skylights.
5. CPllnternational.
6. Dur-Red Products.
7. Exarc Skvliqhts, Inc.
8. Fiore Skylights, Inc.
9. Fox Lite, Inc.; Skymaster Skylights.
10. GE Polymer Shapes; General Electric Company.
11. Glazed Structures Inc.
12. Hi Pro International, Inc.
13. Lane-Aire Manufacturinq Corp.
14. Naturalite Skvliqht Systems; Vistawall Group (The).
15. Plasteco, Inc.
16. Plastic Enqineerinq Companv of Tulsa, Inc.
17. Skvline Skv-Lites, LLC.
18. Solar Industries, Inc.
19. Sunglo Skylight Products.
20. VELUX America.
21. Wasco Products, Inc.
B. Type: Self-flashing with integral curb.
1. Base Flashing: Aluminum.
C. PerFormance Requirements: AAMA/WDMA/CSA 101/I.S.2/A440.
1. Thermal Transmittance: NFRC-certified (or equivalent) U-factor not more than
0.60 Btu/sq. ft. x h x deg F.
2. Solar Heat-Gain Coefficient: SHGC not more than 0.40.
UNIT SKYLIGHTS 086200 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
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2.2 MATERIALS
A. Aluminum: ASTM B 209 sheet; ASTM B 221 extrusions.
B. Aluminum Finish for Exterior SurFaces: Class II, color anodic finish; complying with
AAMA 611.
1. Color: Dark Bronze.
C. Surface-Burning Characteristics of Plastic Glazing: Labeled by a testing and
inspecting agency acceptable to authorities having jurisdiction based on testing
indicated below:
1. Self-Ignition Temperature: 650 deg F or more when tested per ASTM D 1929.
2. Smoke-Developed Index or Smoke Density: 450 or less when tested per
ASTM E 84 or 75 or less when tested per ASTM D 2843.
3. Relative-Burning Characteristics: Class CC1 according to the IBC.
D. Acrylic Glazing: ASTM D 4802, Finish 1 (smooth or polished), Type UVF (UV
absorbing).
1. Double Glazing:
a. Outer Glazing Color: Match Existing or per owner preference.
b. Inner Glazing Color: Match Existing or per owner preference.
E. Polycarbonate Glazing: Extruded sheets, UV resistant, and burglar resistant per
U L 972.
1. Double Glazing:.
a. Inner Glazing Color: As selected.
b. Outer Glazing Color: As selected.
F. Glazing Profile: Dome.
2.3 FABRICATION
A. Factory assemble units with extruded-aluminum glazing retainers, gasketing, self-
contained flashing, and integral gutters with weeps for condensation control.
B. Integral Curb: Extruded-aluminum , self-flashing type.
1. Height: 9 inches.
2. Construction: Double wall.
C. Thermal Break: Fabricate unit skylights with thermal barrier separating interior metal
framing from materials exposed to outside temperature.
UNIT SKYLIGHTS 086200 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with recommendations in AAMA 1607 and with manufacturer's written
instructions for installing skylights.
B. Isolate metal surFaces in contact with incompatible metal or corrosive substrates,
including wood, with bituminous coating on concealed metal surFaces.
C. Set skylight flanges in thick bed of roofing cement to form a seal unless otherwise
indicated.
D. Where cap flashing is indicated, install to produce waterproof overlap with roofing or
roof flashing. Seal with thick bead of mastic sealant except where overlap is indicated
to be left open for ventilation.
END OF SECTION 086200
UNIT SKYLIGHTS 086200 - 3
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
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:
a. Baldwin Hardware Corporation.
b. Bommer Industries, Inc.
c. Cal-Royal Products, Inc.
d. Hager Companies.
e. IVES Hardware; an Inqersoll-Rand company.
f. Lawrence Hardware Inc.
g. McKinney Products Company; an ASSA ABLOY Group compan�
h. PBB, Inc.
i. Stanlev Commercial Hardware; Div. of The Stanley Works.
2. Brass/bronze hinges with stainless-steel pins for exterior.
3. Nonremovable hinge pins for exterior and public interior exposure.
4. Ball-bearing hinges for doors with closers and entry doors.
5. Two hinges for 1-3/8-inch-thick wood doors.
6. Three hinges for 1-3/4-inch- thick doors 90 inches or less in height; four hinges
for doors more than 90 inches in height.
C. Locksets and Latchsets:
1. Manufacturers:
a. Best Access Svstems; Div. of Stanley Security Solutions, Inc.
b. Corbin Russwin Architectural Hardware; n ASSA ABLOY Group Companv.
c. Falcon Lock; an Inqersoll-Rand Compan�
d. Marks USA.
DOOR HARDWARE 087100 - 1
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VAIL, COLORADO 21 MARCH 2O13
e. Medeco Securitv Locks, Inc.; an ASSA ABLOY Group companv.
f. PDQ Manufacturinq.
g. SARGENT Manufacturing Company; an ASSA ABLOY Group compan rL.
h. Schlaqe Commercial Lock Division; an Inqersoll-Rand company.
D. Key locks to Owner's existing master-key system.
1. Cylinders: match existing keying system.
2. Provide cylinders for storefront doors, and other locking doors that do not require
other hardware.
3. Provide construction keying.
E. Closers:
1. Manufacturers:
a. Arrow USA; an ASSA ABLOY Group compan rL.
b. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group compan rL.
c. DORMA Architectural Hardware; Member of The DORMA Group North
America.
d. Dor-O-Matic; an Ingersoll-Rand company.
e. K2 Commercial Hardware; a Black & Decker Corp. companLr.
f. LCN Closers; an Inqersoll-Rand companv.
g. Norton Door Controls; an ASSA ABLOY Group company.
h. Rixson Specialty Door Controls; an ASSA ABLOY Group companLr.
i. SARGENT Manufacturinq Company; an ASSA ABLOY Group company.
j. Yale Securitv Inc.; an ASSA ABLOY Group company.
2. Mount closers on interior side (room side) of door opening. Provide regular-arm,
parallel-arm, or top-jamb-mounted closers as necessary.
3. Adjustable delayed opening (accessible to people with disabilities) feature on
closers.
F. Provide wall stops or floor stops for doors without closers.
G. Hardware Finishes:
1. Hinges: Matching finish of lockset/latchset.
2. Locksets, Latchsets, and Exit Devices: As selected from standard finishes by
architect.
3. Closers: Matching finish of lockset/latchset.
4. Other Hardware: Matching finish of lockset/latchset.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Mount hardware in locations required to comply with governing regulations and
according to SDI A250.8 and DHI WDHS.3.
DOOR HARDWARE 087100 - 2
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
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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
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
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. 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 or another certification agency acceptable
to authorities having jurisdiction. 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. 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. Design Standard of all insulated glazing units: Cardinal Low E 366 or equal.
B. Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3.
2.3 INSULATING-GLASS TYPES
2.4 GLAZING SEALANTS
A. Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920,
Type S, Grade NS, Class 25, Use NT.
1. Products: One of the following:
GLAZING 088000 - 1
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
a. Dow Corninq Corporation; 799.
b. Polymeric Svstems, Inc.; PSI-631.
B. Low-Emitting Materials: 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."
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
VILLA VALLHALLA COMMON AREA IMPROVEMENTS CONSTRUCTION DOCUMENTS
VAIL, COLORADO 21 MARCH 2O13
SECTION 096340 - STONE FLOORING AND TRIM
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals:
1. Product Data.
2. Grout Samples.
3. Stone Samples at least 12 inches square. Include two or more Samples in each
set showing the full range of variations in appearance.
4. Mockup area for flooring: 8 square feet minimum.
B. Do not set stone when air or material temperature is below 50 deg F.
PART 2 - PRODUCTS
2.1 STONE
A. Quartz-Based Dimension Stone: .
1. Classification: Quartzite Schist; 3/4" - 1" thick.
2. Varieties and Sources as design standard: "Casa Blend" cut squares and
rectangles (AKA) Klondike Gold, as supplied by The Gallegos Corporation or
equal as approved by architect.
3. Finish: Natural cleft
2.2 MORTAR AND GROUT
A. Mortar for Stone Flooring: ASTM C 270, Proportion Specification, Portland-Cement
Lime Mortar, Type S for exterior use, Type N for interior use.
B. Mortar-Bed Bond Coat: Mix neat cement and water to a creamy consistency.
C. Cement-Paste Bond Coat: Mix either neat cement or cement and sand with water to a
consistency similar to that of thick cream.
2.3 ACCESSORIES
A. Floor Sealer: Colorless, slip- and stain-resistant sealer not affecting color or physical
properties of stone surfaces.
1. Manufacturers: One of the following:
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a. Bostik Findlev Inc.
b. Custom Building Products.
c. Hillyard, Inc.
d. HMK Stone Care Svstem.
e. Miracle Sealants Companv.
f. Stonecare International.
B. Stone Anchors for base and trim units: Fabricate anchors from stainless steel,
ASTM A 240/A 240M, Type 304.
C. Wire Tiebacks (Optional) for base and trim units: 0.120-inch- (3.0-mm-) diameter,
stainless-steel wire.
2.4 STONE FABRICATION
A. Fabricate stone in sizes and shapes to comply with requirements indicated.
1. Pattern: Random, rectangular pattern composed of units not less than 8 inches
or more than 20 inches in nominal dimension.
B. Cut stone to produce uniform joints 1/2 inch wide.
C. Pattern Arrangement: Provide random rectangular installation with a minimum of 3
sizes. Architect to review mockup prior to installation.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Remove substances from concrete substrates that could impair mortar bond, including
curing and sealing compounds, form oil, and laitance.
B. Do necessary field cutting as stone is set. Cut lines straight and true and finish field-
cut edges to match shop-cut edges.
C. Field-cut stone as necessary to fit at obstructions. Produce neat joints of size specified
or indicated.
D. Set stone base and trim units firmly against setting spots located at anchors. Provide a
minimum of two anchors per piece for stone trim up to 20 inches (1200 mm) in length.
E. Grout stone tim joints to comply with ANSI A108.10. Tool joints uniformly and
smoothly with plastic tool.
3.2 INSTALLING STONE
A. Saturate concrete with clean water several hours before placing setting bed. Remove
surface water before placing setting bed.
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B. Apply mortar bed bond coat to damp concrete and broom to provide an even coating.
Limit area of bond coat to avoid its drying out. Do not exceed 1/16-inch thickness for
bond coat.
C. Spread, tamp, and screed setting bed to uniform thickness at elevations required for
accurate setting of stone. Mix and place only as much mortar setting bed as can be
covered with stone before initial set.
D. Place stone before initial set of cement occurs. Immediately before placing stone on
setting bed, apply 1/16-inch- thick, bond coat to back of each stone.
E. Tamp and beat stone to obtain full contact with setting bed. Set each unit in a single
operation before initial set of mortar; do not return to areas already set and readjust
stone.
F. Rake out joints to depth required to receive grout as units are set.
G. Point joints after setting. Tool joints flat, uniform, and smooth, without visible voids.
3.3 CLEANING
A. Clean stone flooring as work progresses. Remove mortar fins and smears before
tooling joints.
B. Clean stone flooring after setting and grouting are complete and apply sealer to
cleaned stone flooring.
END OF SECTION 096340
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SECTION 099000 - PAINTWG AND COATING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals:
1. Product Data.
2. Samples.
B. Mockups: Full-coat finish Sample of each type of coating, color, and substrate, applied
where directed.
C. Extra Materials: Deliver to Owner 1 gal. of each color and type of finish coat paint
used on Project, in containers, properly labeled and sealed.
PART 2 - PRODUCTS
2.1 PAINT
A. Manufacturers: One of the following:
1. Beniamin Moore & Co.
2. Sherwin-Williams Company (The).
B. MPI Standards: Provide materials that comply with MPI standards indicated and listed
in its "MPI Approved Products List."
1. Exterior Painting Materials:
a. Primer, Alkali Resistant, Water Based: MPI #3.
b. Primer, Bonding, Water Based: MPI #17.
c. Primer, Bonding, Solvent Based: MPI #69.
d. Primer, Alkyd, Anticorrosive: MPI #79.
e. Primer, Galvanized, Water Based: MPI #134.
f. Primer, Quick Dry, for Aluminum: MPI #95.
g. Primer, Latex: MPI #6.
h. Primer, Alkyd: MPI #5.
i. Latex, Exterior Flat (Gloss Level 1): MPI #10.
j. Latex, Exterior Low Sheen (Gloss Level 3-4): MPI #15.
k. Latex, Exterior Semigloss (Gloss Level 5): MPI #11.
I. Latex, Exterior, Gloss (Gloss Level 6): MPI #119.
m. Light Industrial Coating, Exterior, Water Based (Gloss Level 3): MPI #161.
n. Light Industrial Coating, Exterior, Water Based, Semigloss (Gloss Level 5):
MPI #163.
o. Light Industrial Coating, Exterior, Water Based, Gloss (Gloss Level6):
MPI #164.
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2. Staining and Clear Finishing Materials:
a. Wood Filler Paste: MPI #91.
b. Stain, Semitransparent, for Interior Wood: MPI #90.
c. Varnish, Interior, Polyurethane, Oil-Modified, Satin (Gloss Level4):
MPI #57.
C. Material Compatibility: Provide materials that are compatible with one another and with
substrates.
1. 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.
D. 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.
Schedule painting so cleaning operations will not damage newly painted surFaces.
3.2 APPLICATION
A. Comply with recommendations in MPI's "MPI Architectural Painting Specification
Manual" applicable to substrates indicated.
B. Paint exposed surfaces, new and existing, unless otherwise indicated.
1. Paint surfaces behind movable equipment and furniture same as similar exposed
surFaces.
2. Paint surfaces behind permanently fixed equipment or furniture with prime coat
only.
3. Paint the back side of access panels.
4. Color-code mechanical piping in accessible ceiling spaces.
5. Do not paint prefinished items, items with an integral finish, operating parts, and
labels unless otherwise indicated.
C. Apply paints according to manufacturer's written instructions.
1. Use brushes only for exterior painting and where the use of other applicators is
not practical.
2. Use rollers for finish coat on interior walls and ceilings.
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D. 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. If undercoats or other conditions show through topcoat, apply additional coats
until cured film has a uniform paint finish, color, and appearance.
E. 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.
3.3 EXTERIOR PAINT APPLICATION SCHEDULE
A. Steel:
1. Shop applied powder coat for all exterior (railing) steel.
B. Wood: Including wood trim windows glued-laminated construction exposed joists
exposed beams .
1. Low-Sheen Latex: One coat over latex primer: MPI EXT 6.3L.
C. Stucco:
1. Flat Latex: One coat over alkali-resistant primer: MPI EXT 9.1J.
3.4 INTERIOR PAINT APPLICATION SCHEDULE
A. Steel (Stair Railing):
1. Semigloss, Quick-Dry Enamel: One coat over quick-drying alkyd metal primer:
MPI INT 5.1A.
B. Gypsum Board :
1. Gloss Level 4 Latex: One coat over latex primer/sealer: MPI INT 9.2A.
3.5 INTERIOR STAIN AND CLEAR FINISH APPLICATION SCHEDULE
A. Wood substrates, nontraffic surFaces, including wood trim architectural woodwork
doors .
1. Semitransparent Stain: Two coats: MPI INT 6.1G
2. Satin Water-Based Varnish over Stain: Two coats over stain: MPI INT 6.1 R.
END OF SECTION 099000
PAINTING AND COATING 099000 - 3