HomeMy WebLinkAboutB17-0068_X-042617-Chamonix-Foundation Permit Manual_1493650561.pdf
FOUNDATION PERMIT MANUAL
CHAMONIX-VAIL
VAIL, COLORADO
DIVISIONS 00 TO 50
APRIL, 2017
ARCHITECT
359 DESIGN
DENVER, COLORADO
303.884.9131
WWW.359ARCH.COM
PROJECT MANUAL
PROSPEC PROJECT MANUALS
WWW.PROSPEC.BIZ
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
TABLE OF CONTENTS Page - 1
TABLE OF CONTENTS
Project Directory
Geotechnical Report (Submitted under separate cover)
DIVISION 01 - GENERAL REQUIREMENTS
011000 Summary of Work
012500 Substitution Procedures
012600 Contract Modification procedures
012900 Payment Procedures
013100 Project Management and Coordination
013200 Construction Progress Documentation
013300 Submittal Procedures
014000 Quality Requirements
014200 References
015000 Temporary Facilities and Controls
016000 Product Requirements
017300 Execution
017329 Cutting and Patching
017419 Construction Waste Management and Disposal
017700 Closeout Procedures
017823 Operation and Maintenance Data
017839 Project Record Documents
017900 Demonstration and Training
DIVISION 03 – CONCRETE
Notes on Structural Drawings
DIVISION 04 – MASONRY
Notes on Architectural and Structural Drawings
DIVISION 05 – METALS
055000 Metal Fabrications
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
071416 Cold Fluid-Applied Waterproofing
072100 Thermal Insulation
072600 Vapor Retarders
DIVISION 21 - FIRE PROTECTION SYSTEM
210300 Fire Protection System
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
283100 Residential Fire Alarm System
END OF TABLE OF CONTENTS
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
PROJECT DIRECTORY
Developer
TRIUMPH DEVELOPMENT.
12 Vail Road, Suite 700
Vail, Colorado 81657.
Voice: 970.479.9990.
Contact: Michael O’Connor.
Architect/ Interior Designer
359 DESIGN LLC
3630 Osage Street
Denver, Colorado 80211
Voice: 303.884.9131
www.358design.com
Contact: Joe Coleman
General Contractor
R.A. NELSON
51 Eagle Road #2, P.O. Drawer 5400
Avon, Colorado 81620.
Voice: 970.949.5152.
Contact: Mike Cuthbertson.
Structural Engineer
SGM
118 W Sixth St, Suite 200
Glenwood Springs, Colorado 81601
Voice: 970.384.9032
Contact: John Partch
Mechanical/ Electrical Engineer
SGM
118 W Sixth St, Suite 200
Glenwood Springs, Colorado 81601
Voice: 970.384.9032
Contact: Mike Suhrbier
Civil
MARTIN/MARTIN, INC.
0101 Fawcett Road, Unit 260
P.O. Box 8896
Avon, Colorado 81620
Voice: 970.926.6007
Contact: Mason Talkington, PE
Landscape
OUTSIDE LA
2623 Burgess Creek Road
Steamboat Springs, Colorado 80487
Contact: Sandi Gibson
osla@me.com
Specifications
PROSPEC PROJECT MANUALS
934 Tenderfoot Dr.
Larkspur, Colorado 80118
Voice: 303.681.3611
Contact: Maria Stone
stonemaria@q.com
Fire and Life Safety
SHANER LIFE SAFETY
P.O. Box 1073
Frisco, Colorado 80443
Geotechnical
CESARE, INC.
P.O. Box 23052
Voice: 303.520.1420
Contact: Ian Cesare
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
SUMMARY 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Owner furnished and Contractor installed items.
4. Access to site.
5. Use of premises.
6. Owner's occupancy requirements.
7. Work restrictions.
8. Specification and drawing conventions.
1.2 PROJECT INFORMATION
A. Project Identification: Chamonix - Vail.
1. Project Location: Refer to Architectural Drawings.
B. Developer: Triumph Development.
1. Address: 12 Vail Road, Suite 700, Vail, Colorado 81657.
2. Phone: 970.479.9990.
3. Contact: Michael O’Connor.
C. Architect: 359 Design.
1. Address: 3630 Osage Street, Denver, Colorado 80211
2. Phone: 303.619.5195.
3. Principal-in-Charge: Will Hentschel: whentschel@359design.co
4. Project Manager: Rob Wilberger: rwilberger@359design.co
D. Contractor: R.A. Nelson
1. Address: 51 Eagle Road #2, P.O. Drawer 5400, Avon, Colorado 81620.
2. Phone: 970.949.5152.
3. Contact: Mike Cuthbertson.
1.3 TYPE OF CONTRACT
A. Project will be constructed under a single prime contract; GMP (Guaranteed Maximum Priced) contract.
1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and consists of the following:
1. Description:
a. The first floors of the multi-story residential buildings are to be site-built concrete
foundation walls, wood frame bearing walls and steel beams supporting the second and
third floors. This scope will be permitted and approved under the jurisdiction of the Town
of Vail Building Department. The second and third floors of the buildings are to be
predominantly factory built wood frame superstructures. The factory built portions are to
be permitted and approved by the State of Colorado’s Department of Housing (DOH).
SGM will be the engineer of record for the overall structure.
359 DESIGN CHAMONIX - VAIL
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SUMMARY 011000 - 2
1.5 ACCESS TO SITE
A. General: Contractor shall have full use of Project site for construction operations during construction
period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other
contractors on portions of Project.
B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions
of Project site beyond areas in which the Work is indicated.
1. Limits: Confine construction operations to areas where work is permitted.
2. Driveways, Walkways and Entrances: Keep driveways, loading areas, and entrances serving
premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.
Do not use these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and
equipment on-site.
1.6 OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS
A. Owner will furnish products indicated. The Work includes providing support systems to receive Owner's
equipment.
1. Owner will arrange for and deliver Shop Drawings, Product Data, and Samples to Contractor.
2. Owner will arrange and pay for delivery of Owner-furnished items according to Contractor's
Construction Schedule.
3. After delivery, Owner will inspect delivered items for damage. Contractor shall be present for and
assist in Owner's inspection.
4. If Owner-furnished items are damaged, defective, or missing, Owner will arrange for replacement.
5. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties
to Contractor.
6. Owner will furnish Contractor the earliest possible delivery date for Owner-furnished products.
Using Owner-furnished earliest possible delivery dates, Contractor shall designate delivery dates
of Owner-furnished items in Contractor's Construction Schedule.
7. Contractor shall review Shop Drawings, Product Data, and Samples and return them to Architect
noting discrepancies or anticipated problems in use of product.
8. If Owner-furnished items are damaged as a result of Contractor's operations, Contractor shall
repair or replace them.
B. The Owner will furnish certain items as listed below. Contractor will be responsible for coordinating his
work to accommodate these items including, but no limited to, physical space fit.
1. TBD.
1.7 WORK RESTRICTIONS
A. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances,
operable windows, or outdoor air intakes.
B. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and with other requirements of authorities having
jurisdiction.
C. On-Site Work Hours: Hours to be coordinated with Owner before commence of Work.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration,
odors, or other disruption to Owner occupancy with Owner.
1. Notify Architect and Owner not less than two days in advance of proposed disruptive operations.
2. Obtain Owner's written permission before proceeding with disruptive operations.
359 DESIGN CHAMONIX - VAIL
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SUMMARY 011000 - 3
E. Controlled Substances: Use of tobacco products and other controlled substances within the existing
building and on Project site is not permitted.
1.8 OWNER'S OCCUPANCY REQUIREMENTS
A. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place
and install equipment in completed areas of building, before Substantial Completion, provided such
occupancy does not interfere with completion of the Work. Such placement of equipment and partial
occupancy shall not constitute acceptance of the total Work.
1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the
Work to be occupied before Owner occupancy.
2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy.
3. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and
required tests and inspections shall be successfully completed. On occupancy, Owner will operate
and maintain mechanical and electrical systems serving occupied portions of building.
4. On occupancy, Owner will assume responsibility for maintenance and custodial service for
occupied portions of building.
1.9 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the
intended meaning of certain terms, words, and phrases when used in particular situations. These
conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words
"shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:)
is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all
Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in
detail in the Specifications. One or more of the following are used on Drawings to identify materials and
products:
1. Terminology: Materials and products are identified by the typical generic terms used in the
individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S.
National CAD Standard and scheduled on Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing Specification
Section numbers found in this Project Manual.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
SUBSTITUTION PROCEDURES 012500 - 1
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
B. Related Requirements:
1. Section 016000 "Product Requirements" for requirements for submitting comparable product
submittals for products by listed manufacturers.
1.2 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those
required by the Contract Documents and proposed by Contractor.
1.3 ACTION SUBMITTALS
A. 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 or equivalent. Electronic submittals (PDF
format) preferred.
2. Documentation: Show compliance with requirements for substitutions and the following, as
applicable:
a. Statement indicating why specified product or fabrication or installation cannot be
provided, if applicable.
b. Coordination information, including a list of changes or revisions needed to other parts of
the Work and to construction performed by Owner and separate contractors that will be
necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of the
Work specified. Include annotated copy of applicable Specification Section. Significant
qualities may include attributes such as performance, weight, size, durability, visual effect,
sustainable design characteristics, warranties, and specific features and requirements
indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and
installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects with project names and addresses and
names and addresses of architects and owners.
h. Material test reports from a qualified testing agency indicating and interpreting test results
for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project, from ICC-
ES.
j. Detailed comparison of Contractor's construction schedule using proposed substitution with
products specified for the Work, including effect on the overall Contract Time. If specified
product or method of construction cannot be provided within the Contract Time, include
letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase
order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum.
l. Contractor's certification that proposed substitution complies with requirements in the
Contract Documents except as indicated in substitution request, is compatible with related
materials, and is appropriate for applications indicated.
359 DESIGN CHAMONIX - VAIL
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SUBSTITUTION PROCEDURES 012500 - 2
m. Contractor's waiver of rights to additional payment or time that may subsequently become
necessary because of failure of proposed substitution to produce indicated results.
3. Architect's Action: If necessary, Architect will request additional information or documentation
for evaluation within seven days of receipt of a request for substitution. Architect will notify
Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request,
or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's
Supplemental Instructions for minor changes in the Work.
b. Use product specified if Architect does not issue a decision on use of a proposed
substitution within time allocated.
1.4 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with
related products and materials. Engage a qualified testing agency to perform compatibility tests
recommended by manufacturers.
PART 2 - PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change,
but not later than 15 days prior to time required for preparation and review of related submittals.
1. Conditions: Architect will consider Contractor's request for substitution when the following
conditions are satisfied:
a. Requested substitution is consistent with the Contract Documents and will produce
indicated results.
b. Requested substitution will not adversely affect Contractor's construction schedule.
c. Requested substitution has received necessary approvals of authorities having jurisdiction.
d. Requested substitution is compatible with other portions of the Work.
e. Requested substitution has been coordinated with other portions of the Work.
f. Requested substitution provides specified warranty.
g. If requested substitution involves more than one contractor, requested substitution has been
coordinated with other portions of the Work, is uniform and consistent, is compatible with
other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Architect will consider requests for substitution if received within 60 days
after commencement of the Work.
1. Conditions: Architect will consider Contractor's request for substitution when the following
conditions are satisfied:
a. Requested substitution offers Owner a substantial advantage in cost, time, energy
conservation, or other considerations, after deducting additional responsibilities Owner
must assume. Owner's additional responsibilities may include compensation to Architect
for redesign and evaluation services, increased cost of other construction by Owner, and
similar considerations.
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce
indicated results.
d. Requested substitution will not adversely affect Contractor's construction schedule.
e. Requested substitution has received necessary approvals of authorities having jurisdiction.
f. Requested substitution is compatible with other portions of the Work.
g. Requested substitution has been coordinated with other portions of the Work.
h. Requested substitution provides specified warranty.
i. If requested substitution involves more than one contractor, requested substitution has been
coordinated with other portions of the Work, is uniform and consistent, is compatible with
other products, and is acceptable to all contractors involved.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
SUBSTITUTION PROCEDURES 012500 - 3
PART 3 - EXECUTION (Not Used)
END OF SECTION 012500
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
CONTRACT MODIFICATION PROCEDURES 012600 - 1
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing Contract
modifications.
1.2 MINOR CHANGES IN THE WORK
A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving
adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's
Supplemental Instructions."
1.3 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the
Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description
will include supplemental or revised Drawings and Specifications.
1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in
progress or to execute the proposed change.
2. Within time specified in Proposal Request or 20 days, when not otherwise specified, after receipt
of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the
Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
c. Include costs of labor and supervision directly attributable to the change.
d. Include an updated Contractor's construction schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
e. Quotation Form: Use CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C,
"Proposal Worksheet Detail.”
B. Contractor-Initiated Work Change Proposals: If latent or changed conditions require modifications to the
Contract, Contractor may initiate a claim by submitting a request for a change to Architect.
1. Include a statement outlining reasons for the change and the effect of the change on the Work.
Provide a complete description of the proposed change. Indicate the effect of the proposed change
on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total amount of
purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4. Include costs of labor and supervision directly attributable to the change.
5. Include an updated Contractor's construction schedule that indicates the effect of the change,
including, but not limited to, changes in activity duration, start and finish times, and activity
relationship. Use available total float before requesting an extension of the Contract Time.
6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change
requires substitution of one product or system for product or system specified.
7. Work Change Proposal Request Form: Use CSI Form 13.6A, "Change Order Request (Proposal),"
with attachments CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal
Worksheet Detail."
359 DESIGN CHAMONIX - VAIL
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CONTRACT MODIFICATION PROCEDURES 012600 - 2
a. Contractor may use their typical form provided that the form complies equally with the CSI
form listed.
1.4 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for
signatures of Owner and Contractor on AIA Document G701.
1.5 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on
AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in
the Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete description of change in the Work. It also
designates method to be followed to determine change in the Contract Sum or the Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive.
1. After completion of change, submit an itemized account and supporting data necessary to
substantiate cost and time adjustments to the Contract.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012600
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
PAYMENT PROCEDURES 012900 - 1
SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process
Applications for Payment.
B. Related Requirements:
1. Section 012600 "Contract Modification Procedures" for administrative procedures for handling
changes to the Contract.
2. Section 013200 "Construction Progress Documentation" for administrative requirements
governing the preparation and submittal of the Contractor's construction schedule.
1.2 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's
construction schedule. Cost-loaded Critical Path Method Schedule may serve to satisfy requirements for
the schedule of values.
1. Coordinate line items in the schedule of values with other required administrative forms and
schedules, including the following:
a. Application for Payment forms with continuation sheets.
b. Submittal schedule.
c. Items required to be indicated as separate activities in Contractor's construction schedule.
2. Submit the schedule of values to Owner at earliest possible date but no later than seven days
before the date scheduled for submittal of initial Applications for Payment.
3. Subschedules for Phased Work: Where the Work is separated into phases requiring separately
phased payments, provide subschedules showing values coordinated with each phase of payment.
B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the
schedule of values. Provide at least one line item for each Specification Section.
1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. Name of Architect.
c. Architect's project number.
d. Contractor's name and address.
e. Date of submittal.
2. Arrange schedule of values consistent with format of AIA Document G703.
3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of
Applications for Payment and progress reports. Coordinate with Project Manual table of contents.
Provide multiple line items for principal subcontract amounts in excess of five percent of the
Contract Sum.
a. Include separate line items under Contractor and principal subcontracts for Project closeout
requirements in an amount totaling five percent of the Contract Sum and subcontract
amount.
4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
5. 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.
6. Provide separate line items in the schedule of values for initial cost of materials, for each
subsequent stage of completion, and for total installed value of that part of the Work.
7. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-
item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity.
Use information indicated in the Contract Documents to determine quantities.
359 DESIGN CHAMONIX - VAIL
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PAYMENT PROCEDURES 012900 - 2
8. Each item in the schedule of values and Applications for Payment shall be complete. Include total
cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual work-in-
place may be shown either as separate line items in the schedule of values or distributed as
general overhead expense, at Contractor's option.
9. Schedule Updating: Update and resubmit the schedule of values before the next Applications for
Payment when Change Orders or Construction Change Directives result in a change in the
Contract Sum.
1.3 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments as certified by
Architect and paid for by Owner.
1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and
final Application for Payment involve additional requirements.
B. Payment Application Times: The date for each progress payment is indicated in the Agreement between
Owner and Contractor. The period of construction work covered by each Application for Payment is the
period indicated in the Agreement.
C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for
Applications for Payment.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to
sign legal documents on behalf of Contractor. Architect will return incomplete applications without
action.
1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use
updated schedules if revisions were made.
2. Include amounts of Change Orders and Construction Change Directives issued before last day of
construction period covered by application.
E. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Owner
by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar
attachments if required.
1. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from
entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work
covered by the payment.
1. Submit partial waivers on each item for amount requested in previous application, after deduction
for retainage, on each item.
2. When an application shows completion of an item, submit conditional final or full waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit waivers.
4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.
G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with
submittal of first Application for Payment include the following:
1. List of subcontractors.
2. Schedule of values.
3. Sustainable design submittal for project materials cost data.
4. Contractor's construction schedule (preliminary if not final).
5. Sustainable design action plans.
6. Schedule of unit prices.
7. Submittal schedule (preliminary if not final).
8. List of Contractor's staff assignments.
359 DESIGN CHAMONIX - VAIL
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PAYMENT PROCEDURES 012900 - 3
9. List of Contractor's principal consultants.
10. Copies of building permits.
11. Copies of authorizations and licenses from authorities having jurisdiction for performance of the
Work.
12. Initial progress report.
13. Report of preconstruction conference.
14. Certificates of insurance and insurance policies.
H. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of the Work
claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a statement
showing an accounting of changes to the Contract Sum.
2. This application shall reflect Certificates of Partial Substantial Completion issued previously for
Owner occupancy of designated portions of the Work.
I. Final Payment Application: After completing Project closeout requirements, submit final Application for
Payment with releases and supporting documentation not previously submitted and accepted, including,
but not limited, to the following:
1. Evidence of completion of Project closeout requirements.
2. Insurance certificates for products and completed operations where required and proof that taxes,
fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.
4. AIA Document G706-1994, "Contractor's Affidavit of Payment of Debts and Claims."
5. AIA Document G706A-1994, "Contractor's Affidavit of Release of Liens."
6. AIA Document G707-1994, "Consent of Surety to Final Payment."
7. Evidence that claims have been settled.
8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of 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 (Not Used)
END OF SECTION 012900
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
PROJECT MANAGEMENT AND COORDINATION 013100 - 1
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including,
but not limited to, the following:
1. Coordination drawings.
2. Requests for Information (RFIs).
3. Project meetings.
B. Related Requirements:
1. Section 017300 "Execution" for procedures for coordinating general installation and field-
engineering services, including establishment of benchmarks and control points.
1.2 DEFINITIONS
A. RFI: Request from Owner, Architect or Contractor seeking information required by or clarifications of
the Contract Documents.
1.3 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of
the Work, including those who are to furnish products or equipment fabricated to a special design.
Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
1.4 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to
ensure efficient and orderly installation of each part of the Work. Coordinate construction operations,
included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where installation
of one part of the Work depends on installation of other components, before or after its own
installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility
for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Prepare memoranda for distribution to each party involved, outlining special procedures required for
coordination. Include such items as required notices, reports, and list of attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is
required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with
other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such
administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
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6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
1.5 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual
Sections, where installation is not completely shown on Shop Drawings, where limited space availability
necessitates coordination, or if coordination is required to facilitate integration of products and materials
fabricated or installed by more than one entity.
1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and
resolve conflicts. Do not base coordination drawings on standard printed data. Include the
following information, as applicable:
a. Indicate functional and spatial relationships of components of architectural, structural,
civil, mechanical, and electrical systems.
b. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be
in conflict with submitted equipment and minimum clearance requirements. Provide
alternate sketches to Architect indicating proposed resolution of such conflicts. Minor
dimension changes and difficult installations will not be considered changes to the
Contract.
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and
mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible
ceiling-mounted devices relative to acoustical ceiling grid.
2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and
electrical equipment, and related Work. Locate components within ceiling plenum to
accommodate layout of light fixtures indicated on Drawings.
3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and
elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.
4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded
items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab
depressions for floor finishes, curbs and housekeeping pads, and similar items.
6. Review: Architect will review coordination drawings to confirm that the Work is being
coordinated, but not for the details of the coordination, which are Contractor's responsibility.
1.6 REQUESTS FOR INFORMATION (RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of the Contract
Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with
no response.
2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or
work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation
and the following:
1. Project name.
2. Project number.
3. Date.
4. Name of Contractor.
5. Name of Architect.
6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate.
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9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
11. Contractor's suggested resolution. If Contractor's solution(s) impacts the Contract Time or the
Contract Sum, Contractor shall state impact in the RFI.
12. Contractor's signature.
13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop
Drawings, coordination drawings, and other information necessary to fully describe items needing
interpretation.
C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable
to Architect.
D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow five
working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be
considered as received the following working day.
1. The following RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for coordination information already indicated in the Contract Documents.
d. Requests for adjustments in the Contract Time or the Contract Sum.
e. Requests for interpretation of Architect's actions on submittals.
f. Incomplete RFIs or inaccurately prepared RFIs.
2. Architect's action may include a request for additional information, in which case Architect's time
for response will date from time of receipt of additional information.
3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum
may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract
Modification Procedures."
a. If Contractor believes the RFI response warrants change in the Contract Time or the
Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response.
E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log
weekly. Use Software log with not less than the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Architect.
4. RFI number including RFIs that were dropped and not submitted.
5. RFI description.
6. Date the RFI was submitted.
7. Date Architect's response was received.
F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to
affected parties. Review response and notify Architect within seven days if Contractor disagrees with
response.
1. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal
Request, as appropriate.
2. Identification of related Field Order, Work Change Directive, and Proposal Request, as
appropriate.
1.7 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is required, of
date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
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3. Minutes: Entity responsible for conducting meeting will record significant discussions and
agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and
Architect, within three days of the meeting.
B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting
construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the
Agreement.
1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and
its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the
conference. Participants at the conference shall be familiar with Project and authorized to conclude
matters relating to the Work.
2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Tentative construction schedule.
b. Phasing.
c. Critical work sequencing and long-lead items.
d. Designation of key personnel and their duties.
e. Procedures for processing field decisions and Change Orders.
f. Procedures for RFIs.
g. Procedures for testing and inspecting.
h. Procedures for processing Applications for Payment.
i. Distribution of the Contract Documents.
j. Submittal procedures.
k. Sustainable design requirements.
l. Preparation of record documents.
m. Use of the premises and existing building.
n. Work restrictions.
o. Working hours.
p. Owner's occupancy requirements.
q. Responsibility for temporary facilities and controls.
r. Procedures for moisture and mold control.
s. Procedures for disruptions and shutdowns.
t. Construction waste management and recycling.
u. Parking availability.
v. Office, work, and storage areas.
w. Equipment deliveries and priorities.
x. First aid.
y. Security.
z. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction
activity that requires coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by
the installation and its coordination or integration with other materials and installations that have
preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the particular
activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Sustainable design requirements.
i. Review of mockups.
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j. Possible conflicts.
k. Compatibility problems.
l. Time schedules.
m. Weather limitations.
n. Manufacturer's written instructions.
o. Warranty requirements.
p. Compatibility of materials.
q. Acceptability of substrates.
r. Temporary facilities and controls.
s. Space and access limitations.
t. Regulations of authorities having jurisdiction.
u. Testing and inspecting requirements.
v. Installation procedures.
w. Coordination with other work.
x. Required performance results.
y. Protection of adjacent work.
z. Protection of construction and personnel.
3. Record significant conference discussions, agreements, and disagreements, including required
corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring
information.
5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate
whatever actions are necessary to resolve impediments to performance of the Work and reconvene
the conference at earliest feasible date.
D. Progress Meetings: Conduct progress meetings at intervals determined by General Contractor and Owner.
1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor,
supplier, and other entity concerned with current progress or involved in planning, coordination,
or performance of future activities shall be represented at these meetings. All participants at the
meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items
of significance that could affect progress. Include topics for discussion as appropriate to status of
Project.
a. Contractor's Construction Schedule: Review progress since the last meeting. Determine
whether each activity is on time, ahead of schedule, or behind schedule, in relation to
Contractor's construction schedule. Determine how construction behind schedule will be
expedited; secure commitments from parties involved to do so. Discuss whether schedule
revisions are required to ensure that current and subsequent activities will be completed
within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Status of sustainable design documentation.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site utilization.
9) Temporary facilities and controls.
10) Progress cleaning.
11) Quality and work standards.
12) Status of correction of deficient items.
13) Field observations.
14) Status of RFIs.
15) Status of proposal requests.
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16) Pending changes.
17) Status of Change Orders.
18) Pending claims and disputes.
19) Documentation of information for payment requests.
3. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting
minutes to each party present and to parties requiring information.
a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting
where revisions to the schedule have been made or recognized. Issue revised schedule
concurrently with the report of each meeting.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013100
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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of
construction during performance of the Work, including the following:
1. Contractor's construction schedule.
2. Construction schedule updating reports.
3. Daily construction reports.
4. Site condition reports.
1.2 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and
controlling the construction project. Activities included in a construction schedule consume time and
resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned early
start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. CPM: Critical path method, which is a method of planning and scheduling a construction project where
activities are arranged based on activity relationships. Network calculations determine when activities can
be performed and the critical path of Project.
C. Critical Path: The longest connected chain of interdependent activities through the network schedule that
establishes the minimum overall Project duration and contains no float.
D. Float: The measure of leeway in starting and completing an activity.
1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly
owned, expiring Project resource available to both parties as needed to meet schedule milestones
and Contract completion date.
1.3 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file, where indicated.
2. PDF electronic file.
B. Startup Network Diagram: Of size required to display entire network for entire construction period. Show
logic ties for activities.
C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire
construction period.
D. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each
activity in reports shall contain activity number, activity description, original duration, remaining
duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of all activities sorted by activity number and then early start date, or actual
start date if known.
2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending
order by activity number and then early start date, or actual start date if known.
3. Total Float Report: List of all activities sorted in ascending order of total float.
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4. Earnings Report: Compilation of Contractor's total earnings from commencement of the Work
until most recent Application for Payment.
E. Construction Schedule Updating Reports: Submit with Applications for Payment.
F. Daily Construction Reports: Submit at monthly intervals.
G. Site Condition Reports: Submit at time of discovery of differing conditions.
1.4 COORDINATION
A. 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.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities and schedule them in
proper sequence.
PART 2 - PRODUCTS
2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Time Frame: Extend schedule from date established for commencement of the Work to date of final
completion.
1. Contract completion date shall not be changed by submission of a schedule that shows an early
completion date, unless specifically authorized by Change Order.
B. Activities: Treat each story or separate area as a separate numbered activity for each main element of the
Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically
allowed by Architect.
2. Procurement Activities: Include procurement process activities for long lead items and major
items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle
activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and
delivery.
3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300
"Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's
construction schedule with submittal schedule.
4. Startup and Testing Time: Include no fewer than 15 days for startup and testing.
5. Substantial Completion: Indicate completion in advance of date established for Substantial
Completion, and allow time for Architect's administrative procedures necessary for certification of
Substantial Completion.
6. Punch List and Final Completion: Include not more than 30 days for completion of punch list
items and final completion.
C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows
in schedule, and show how the sequence of the Work is affected.
D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not
limited to, the Notice to Proceed, Substantial Completion, and final completion.
E. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or
commence prior to submittal of next schedule update. Summarize the following issues:
1. Unresolved issues.
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
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4. Notations on returned submittals.
5. Pending modifications affecting the Work and Contract Time.
F. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the
current approved schedule, submit a separate recovery schedule indicating means by which Contractor
intends to regain compliance with the schedule.
G. Computer Scheduling Software: Prepare schedules using current version of a program that has been
developed specifically to manage construction schedules.
2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type,
Contractor's construction 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.
2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)
A. General: Prepare network diagrams using AON (activity-on-node) format.
B. Startup Network Diagram: Submit diagram within 14 days of date established for commencement of the
Work. Outline significant construction activities for the first 90 days of construction. Include skeleton
diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
C. CPM Schedule: Prepare Contractor's construction schedule using a time-scaled CPM network analysis
diagram for the Work.
1. Establish procedures for monitoring and updating CPM schedule and for reporting progress.
Coordinate procedures with progress meeting and payment request dates.
2. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and
holidays incorporated into the schedule in order to coordinate with the Contract Time.
D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the
startup network diagram, prepare a skeleton network to identify probable critical paths.
1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each
activity in relation to other activities. Include estimated time frames for the following activities:
a. Preparation and processing of submittals.
b. Mobilization and demobilization.
c. Purchase of materials.
d. Delivery.
e. Fabrication.
f. Utility interruptions.
g. Installation.
h. Work by Owner that may affect or be affected by Contractor's activities.
i. Testing.
j. Punch list and final completion.
k. Activities occurring following final completion.
2. Critical Path Activities: Identify critical path activities, including those for interim completion
dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.
3. Processing: Process data to produce output data on a computer-drawn, time-scaled network.
Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the
CPM schedule within the limitations of the Contract Time.
4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with
most float near the edges.
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a. Subnetworks on separate sheets are permissible for activities clearly off the critical path.
E. Contract Modifications: For each proposed contract modification and concurrent with its submission,
prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change
on the overall project schedule.
F. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight
"early start-total float." Identify critical activities. Prepare tabulated reports showing the following:
1. Contractor or subcontractor and the Work or activity.
2. Description of activity.
3. Main events of activity.
4. Immediate preceding and succeeding activities.
5. Early and late start dates.
6. Early and late finish dates.
7. Activity duration in workdays.
8. Total float or slack time.
9. Average size of workforce.
10. Dollar value of activity (coordinated with the schedule of values).
G. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the
following:
1. Identification of activities that have changed.
2. Changes in early and late start dates.
3. Changes in early and late finish dates.
4. Changes in activity durations in workdays.
5. Changes in the critical path.
6. Changes in total float or slack time.
7. Changes in the Contract Time.
2.4 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information
concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or snow.
7. Accidents.
8. Meetings and significant decisions.
9. Unusual events.
10. Stoppages, delays, shortages, and losses.
11. Meter readings and similar recordings.
12. Emergency procedures.
13. Orders and requests of authorities having jurisdiction.
14. Change Orders received and implemented.
15. Construction Change Directives received and implemented.
16. Services connected and disconnected.
17. Equipment or system tests and startups.
18. Partial completions and occupancies.
19. Substantial Completions authorized.
B. Site Condition Reports: Immediately on discovery of a difference between site conditions and the
Contract Documents, prepare and submit a detailed report. Submit with a Request for Information.
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Include a detailed description of the differing conditions, together with recommendations for changing
the Contract Documents.
PART 3 - EXECUTION
3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual
construction progress and activities. Issue schedule one week before each regularly scheduled progress
meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have been
recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to,
changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate final completion percentage for each activity.
B. Distribution: Distribute copies of approved schedule to Architect, Owner, testing and inspecting agencies,
and other parties identified by Contractor with a need-to-know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same
locations. Delete parties from distribution when they have completed their assigned portion of the
Work and are no longer involved in performance of construction activities.
END OF SECTION 013200
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SUBMITTAL PROCEDURES 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural requirements
for submitting Shop Drawings, Product Data, Samples, and other submittals.
1. Electronic submittals preferred.
B. Related Requirements:
1. Section 013200 "Construction Progress Documentation" for submitting schedules and reports,
including Contractor's construction schedule.
2. Section 017823 "Operation and Maintenance Data" for submitting operation and maintenance
manuals.
3. Section 017839 "Project Record Documents" for submitting record Drawings, record
Specifications, and record Product Data.
4. Section 017900 "Demonstration and Training" for submitting video recordings of demonstration
of equipment and training of Owner's personnel.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Architect's
responsive action.
B. Informational Submittals: Written and graphic information and physical samples that do not require
Architect's responsive action. Submittals may be rejected for not complying with requirements.
1.3 ACTION SUBMITTALS
A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required
by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and
delivery when establishing dates. Include additional time required for making corrections or revisions to
submittals noted by Architect and additional time for handling and reviewing submittals required by those
corrections.
1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect's Digital Data Files: Electronic copies of digital data files of the Contract Drawings will be
provided by Architect for Contractor's use in preparing submittals.
1. Architect will provide Contractor with Revit files of the Contract Drawings for use in preparing
Shop Drawings and Project record drawings. Contractor shall make drawing files as needed.
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 AIA Document C106,
Digital Data Licensing Agreement or other Agreement form acceptable to Owner and
Architect.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction
activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and
related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work so processing
will not be delayed because of need to review submittals concurrently for coordination.
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a. Architect reserves the right to withhold action on a submittal requiring coordination with
other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for
review shall commence on Architect's receipt of submittal. 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.
1. Initial Review: Allow ten business days for initial review of each submittal. Allow additional time
if coordination with subsequent submittals is required. Architect will advise Contractor when a
submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial
submittal.
3. Resubmittal Review: Allow ten business days for review of each resubmittal.
D. Paper Submittals: Place a permanent label or title block on each submittal item for identification.
1. Indicate name of firm or entity that prepared each submittal on label or title block.
2. 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.
3. Include the following information for processing and recording action taken:
a. Project name.
b. Date.
c. Name of Architect.
d. Name of Construction Manager.
e. Name of Contractor.
f. Name of subcontractor.
g. Name of supplier.
h. Name of manufacturer.
i. Submittal number or other unique identifier, including revision identifier.
1) Submittal number shall use Specification Section number followed by a decimal
point and then a sequential number (e.g., 061000.01). Resubmittals shall include an
alphabetic suffix after another decimal point (e.g., 061000.01.A).
j. Number and title of appropriate Specification Section.
k. Drawing number and detail references, as appropriate.
l. Location(s) where product is to be installed, as appropriate.
m. Other necessary identification.
4. Additional Paper Copies: Unless additional copies are required for final submittal, and unless
Architect observes noncompliance with provisions in the Contract Documents, initial submittal
may serve as final submittal.
a. Submit one copy of submittal to concurrent reviewer in addition to specified number of
copies to Architect.
5. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for
transmittal and handling. Transmit each submittal using a transmittal form. Architect will return
without review or discard submittals received from sources other than Contractor.
a. Transmittal Form for Paper Submittals: Provide locations on form for the following
information:
1) Project name.
2) Date.
3) Destination (To:).
4) Source (From:).
5) Name and address of Architect.
6) Name of Construction Manager.
7) Name of Contractor.
8) Name of firm or entity that prepared submittal.
9) Names of subcontractor, manufacturer, and supplier.
10) Category and type of submittal.
11) Submittal purpose and description.
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12) Specification Section number and title.
13) Specification paragraph number or drawing designation and generic name for each
of multiple items.
14) Drawing number and detail references, as appropriate.
15) Indication of full or partial submittal.
16) Transmittal number, numbered consecutively.
17) Submittal and transmittal distribution record.
18) Remarks.
19) Signature of transmitter.
E. 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 submittal number or other unique identifier, including revision identifier.
3. Provide means for insertion to permanently record Contractor's review and approval markings and
action taken by Architect.
4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing
the following information:
a. Project name.
b. Date.
c. Name and address of Architect.
d. Name of Construction Manager.
e. Name of Contractor.
f. Name of firm or entity that prepared submittal.
g. Names of subcontractor, manufacturer, and supplier.
h. Category and type of submittal.
i. Submittal purpose and description.
j. Specification Section number and title.
k. Specification paragraph number or drawing designation and generic name for each of
multiple items.
l. Drawing number and detail references, as appropriate.
m. Location(s) where product is to be installed, as appropriate.
n. Related physical samples submitted directly.
o. Indication of full or partial submittal.
p. Transmittal number, numbered consecutively.
q. Submittal and transmittal distribution record.
r. Other necessary identification.
s. Remarks.
5. Metadata: Include the following information as keywords in the electronic submittal file metadata:
a. Project name.
b. Number and title of appropriate Specification Section.
c. Manufacturer name.
d. Product name.
F. Options: Identify options requiring selection by Architect.
G. Deviations: Identify deviations from the Contract Documents on submittals.
H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from Architect's action stamp.
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I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators,
installers, authorities having jurisdiction, and others as necessary for performance of construction
activities. Show distribution on transmittal forms.
J. Use for Construction: Retain complete copies of submittals on Project site. Use only final action
submittals that are marked with approval notation from Architect's action stamp.
PART 2 - PRODUCTS
2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements:
1. Post electronic submittals as PDF electronic files directly to Project Web site or Architect's FTP
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.
3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity
responsible for preparing certification. Certificates and certifications shall be signed by an officer
or other individual authorized to sign documents on behalf of that entity.
B. Product Data: Collect information into a single submittal for each element of construction and type of
product or equipment.
1. If information must be specially prepared for submittal because standard published data are not
suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams showing factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop
Drawings.
5. Submit Product Data before or concurrent with Samples.
6. Submit Product Data in one of the following formats:
a. PDF electronic file.
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, unless submittal based on
Architect's digital data drawing files is otherwise permitted.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following
information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
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e. Notation of dimensions established by field measurement.
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings
on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.
3. Submit Shop Drawings in the following format:
a. PDF electronic file.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these
characteristics with other elements and for a comparison of these characteristics between submittal and
actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories together in one
submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of applicable Specification Section.
3. For projects where electronic submittals are required, provide corresponding electronic submittal
of Sample transmittal, digital image file illustrating Sample characteristics, and identification
information for record.
4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control
comparisons throughout the course of construction activity. Sample sets may be used to determine
final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual Specification
Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are
the property of Contractor.
5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of
units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit one full set of available choices where color, pattern, texture,
or similar characteristics are required to be selected from manufacturer's product line.
Architect will return submittal with options selected.
6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same
material to be used for the Work, cured and finished in manner specified, and physically identical
with material or product proposed for use, and that show full range of color and texture variations
expected. Samples include, but are not limited to, the following: partial sections of manufactured
or fabricated components; small cuts or containers of materials; complete units of repetitively used
materials; swatches showing color, texture, and pattern; color range sets; and components used for
independent testing and inspection.
a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets;
remainder will be returned. Mark up and retain one returned Sample set as a project record
sample.
1) If variation in color, pattern, texture, or other characteristic is inherent in material or
product represented by a Sample, submit at least three sets of paired units that show
approximate limits of variations.
E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating
types of products required for the Work and their intended location. Include the following information in
tabular form:
1. Submit product schedule in the following format:
a. PDF electronic file.
F. Coordination Drawings Submittals: Comply with requirements specified in Section 013100 "Project
Management and Coordination."
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G. Contractor's Construction Schedule: Comply with requirements specified in Section 013200
"Construction Progress Documentation."
H. Application for Payment and Schedule of Values: Comply with requirements specified in Section 012900
"Payment Procedures.
I. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with
requirements specified in Section 014000 "Quality Requirements."
J. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in
Section 017700 "Closeout Procedures."
K. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance
Data."
L. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or
person. Include lists of completed projects with project names and addresses, contact information of
architects and owners, and other information specified.
M. Welding Certificates: Prepare written certification that welding procedures and personnel comply with
requirements in the Contract Documents. Submit record of Welding Procedure Specification and
Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
N. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer
complies with requirements in the Contract Documents and, where required, is authorized by
manufacturer for this specific Project.
O. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that
manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing
experience where required.
P. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product
complies with requirements in the Contract Documents.
Q. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material
complies with requirements in the Contract Documents.
R. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard
form, indicating and interpreting test results of material for compliance with requirements in the Contract
Documents.
S. Product Test Reports: Submit written reports indicating that current product produced by manufacturer
complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by
manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a
qualified testing agency.
T. Research Reports: Submit written evidence, from a model code organization acceptable to authorities
having jurisdiction, that product complies with building code in effect for Project.
U. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000 "Quality
Requirements."
V. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's
standard form, indicating and interpreting results of tests performed before installation of product, for
compliance with performance requirements in the Contract Documents.
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W. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's
standard form, indicating and interpreting results of compatibility tests performed before installation of
product. Include written recommendations for primers and substrate preparation needed for adhesion.
X. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed
either during installation of product or after product is installed in its final location, for compliance with
requirements in the Contract Documents.
Y. Design Data: Prepare and submit written and graphic information, including, but not limited to,
performance and design criteria, list of applicable codes and regulations, and calculations. Include list of
assumptions and other performance and design criteria and a summary of loads. Include load diagrams if
applicable. Provide name and version of software, if any, used for calculations. Include page numbers.
2.2 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 Services Certification: In addition to Shop Drawings, Product Data, and other required
submittals, submit digitally signed PDF electronic file and three paper copies of certificate, 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.
PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Action and Informational Submittals: 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. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout
Procedures."
C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and
location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's
approval, and statement certifying that submittal has been reviewed, checked, and approved for
compliance with the Contract Documents.
3.2 ARCHITECT'S ACTION
A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return
them without action.
B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or revisions
required, and return it. Architect 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.
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D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for
resubmittal without review.
E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.
END OF SECTION 013300
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QUALITY REQUIREMENTS 014000 - 1
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality control.
1. Including mock-up requirements.
B. 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.
1. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance
and -control procedures that facilitate compliance with the Contract Document requirements.
2. Requirements for Contractor to provide quality-assurance and -control services required by
Architect, Owner or authorities having jurisdiction are not limited by provisions of this Section.
3. Specific test and inspection requirements are not specified in this Section.
1.2 DEFINITIONS
A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of
the Work to guard against defects and deficiencies and substantiate that proposed construction will
comply with requirements.
B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of
the Work to evaluate that actual products incorporated into the Work and completed construction comply
with requirements. Services do not include contract enforcement activities performed by Architect.
C. Mockups: Full-size physical assemblies that are constructed on-site as. Mockups are constructed to verify
selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities
of materials and execution; to review coordination, testing, or operation; to show interface between
dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are
not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work
will be judged.
D. Preconstruction Testing: Tests and inspections performed specifically for Project before products and
materials are incorporated into the Work, to verify performance or compliance with specified criteria.
E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency
qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product
performance and compliance with specified requirements.
F. Source Quality-Control Testing: Tests and inspections that are performed at the source, e.g., plant, mill,
factory, or shop.
G. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the
Work and for completed Work.
H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall
mean the same as testing agency.
I. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee,
Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including
installation, erection, application, and similar operations.
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1. Use of trade-specific terminology in referring to a trade or entity does not require that certain
construction activities be performed by accredited or unionized individuals, or that requirements
specified apply exclusively to specific trade(s).
J. Experienced: When used with an entity or individual, "experienced" means having successfully
completed a minimum of five previous projects similar in nature, size, and extent to this Project; being
familiar with special requirements indicated; and having complied with requirements of authorities
having jurisdiction.
1.3 CONFLICTING REQUIREMENTS
A. Referenced Standards: If compliance with two or more standards is specified and the standards establish
different or conflicting requirements for minimum quantities or quality levels, comply with the most
stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect
for a decision before proceeding.
B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the
minimum provided or performed. The actual installation may comply exactly with the minimum quantity
or quality specified, or it may exceed the minimum within reasonable limits. To comply with these
requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of
requirements. Refer uncertainties to Architect for a decision before proceeding.
1.4 INFORMATIONAL SUBMITTALS
A. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to
demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent
report on the inspection of the testing agency by a recognized authority.
1.5 REPORTS AND DOCUMENTS
A. 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.
B. Manufacturer's Field Reports: Prepare written information documenting tests and inspections specified in
other Sections. Include the following:
1. Name, address, and telephone number of representative making report.
2. Statement on condition of substrates and their acceptability for installation of product.
3. Summary of installation procedures being followed, whether they comply with requirements and,
if not, what corrective action was taken.
4. Results of operational and other tests and a statement of whether observed performance complies
with requirements.
5. Other required items indicated in individual Specification Sections.
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C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments,
judgments, correspondence, records, and similar documents, established for compliance with standards
and regulations bearing on performance of the Work.
1.6 QUALITY ASSURANCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels required;
individual Specification Sections specify additional requirements.
B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those
indicated for this Project and with a record of successful in-service performance, as well as sufficient
production capacity to produce required units.
C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this
Project and with a record of successful in-service performance, as well as sufficient production capacity
to produce required units.
D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work
similar in material, design, and extent to that indicated for this Project, whose work has resulted in
construction with a record of successful in-service performance.
E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in
jurisdiction where Project is located and who is experienced in providing engineering services of the kind
indicated. Engineering services are defined as those performed for installations of the system, assembly,
or product that are similar in material, design, and extent to those indicated for this Project.
F. Specialists: Certain Specification Sections require that specific construction activities shall be performed
by entities who are recognized experts in those operations. Specialists shall satisfy qualification
requirements indicated and shall be engaged for the activities indicated.
G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and
capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and
with additional qualifications specified in individual Sections; and, where required by authorities having
jurisdiction, that is acceptable to authorities.
1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.
2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory
Accreditation Program.
H. Manufacturer's Representative Qualifications: An authorized representative of manufacturer who is
trained and approved by manufacturer to observe and inspect installation of manufacturer's products that
are similar in material, design, and extent to those indicated for this Project.
I. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for
compliance with specified requirements for performance and test methods, comply with the following:
1. Contractor responsibilities include the following:
a. Provide test specimens representative of proposed products and construction.
b. Submit specimens in a timely manner with sufficient time for testing and analyzing results
to prevent delaying the Work.
c. Build laboratory mockups at testing facility using personnel, products, and methods of
construction indicated for the completed Work.
d. When testing is complete, remove test specimens, assemblies, and mockups; do not reuse
products on Project.
2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and
similar quality-assurance service to Architect, with copy to Contractor. Interpret tests and
inspections and state in each report whether tested and inspected work complies with or deviates
from the Contract Documents.
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J. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of
construction and finish required to comply with the following requirements, using materials indicated for
the completed Work:
1. Build mockups, on site as part of the scope of work in location and of size indicated by Architect.
2. Notify Architect seven days in advance of dates and times when mockups will be constructed.
3. Demonstrate the proposed range of aesthetic effects and workmanship.
4. Obtain Architect's approval of mockups before starting work, fabrication, or construction.
a. Allow seven days for initial review and each re-review of each mockup.
5. Maintain mockups during construction in an undisturbed condition as a standard for judging the
completed Work.
6. Demolish and remove mockups when directed unless otherwise indicated.
7. Approved mockups may become part of the completed Work if undisturbed at time of Substantial
Completion.
K. Mock-Up Unit: One Unit, selected by Architect and Owner to be 100% complete prior to other
units as a mock-up and model of finishes, installation requirements and sample colors for
remaining work.
1. Tests will be performed under provisions identified in this section and identified in the
respective product specification sections.
2. Assemble and erect specified items with specified attachment and anchorage devices,
flashings, seals, and finishes.
3. Accepted mock-ups shall be a comparison standard for the remaining work.
4. Approved mock-up units may become part of the completed Work if undisturbed at time of
Substantial Completion. Remove mock-up and clear area when directed to do so.
1.7 QUALITY CONTROL
A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner
will engage a qualified testing agency to perform these services.
1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies
engaged and a description of types of testing and inspecting they are engaged to perform.
2. Costs for retesting and re-inspecting construction that replaces or is necessitated by work that
failed to comply with the Contract Documents will be charged to Contractor.
B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's
responsibility. Perform additional quality-control activities required to verify that the Work complies with
requirements, whether specified or not.
1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to
perform these quality-control services.
a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by
Owner.
2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or
inspecting will be performed.
3. Where quality-control services are indicated as Contractor's responsibility, submit a certified
written report, in duplicate, of each quality-control service.
4. Testing and inspecting requested by Contractor and not required by the Contract Documents are
Contractor's responsibility.
5. Submit additional copies of each written report directly to authorities having jurisdiction, when
they so direct.
C. Manufacturer's Field Services: Where indicated, engage a manufacturer's representative to observe and
inspect the Work. Manufacturer's representative's services include examination of substrates and
conditions, verification of materials, inspection of completed portions of the Work, and submittal of
written reports.
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D. 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.
E. 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 promptly of irregularities or deficiencies observed in the Work
during performance of its services.
2. Determine the location from which test samples will be taken and in which in-situ tests are
conducted.
3. Conduct and interpret tests and inspections and state in each report whether tested and inspected
work complies with or deviates from requirements.
4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control
service through Contractor.
5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or
accept any portion of the Work.
6. Do not perform any duties of Contractor.
F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-
control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in
advance of operations to permit assignment of personnel. 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. Delivery of samples to testing agencies.
6. Preliminary design mix proposed for use for material mixes that require control by testing agency.
7. Security and protection for samples and for testing and inspecting equipment at Project site.
G. 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.
1.8 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Owner will engage a qualified testing agency or special inspector to
conduct special tests and inspections required by authorities having jurisdiction as the responsibility of
Owner, and as follows:
1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures and
reviews the completeness and adequacy of those procedures to perform the Work.
2. Notifying Architect] and Contractor promptly of irregularities and deficiencies observed in the
Work during performance of its services.
3. Submitting a certified written report of each test, inspection, and similar quality-control service to
Architect with copy to Contractor and to authorities having jurisdiction.
4. Submitting a final report of special tests and inspections at Substantial Completion, which
includes a list of unresolved deficiencies.
5. Interpreting tests and inspections and stating in each report whether tested and inspected work
complies with or deviates from the Contract Documents.
6. Retesting and reinspecting corrected work.
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QUALITY REQUIREMENTS 014000 - 6
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 TEST AND INSPECTION LOG
A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following:
1. Date test or inspection was conducted.
2. Description of the Work tested or inspected.
3. Date test or inspection results were transmitted to Architect.
4. Identification of testing agency or special inspector conducting test or inspection.
B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and
inspection log for Architect's reference during normal working hours.
3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged
construction and restore substrates and finishes.
1. Provide materials and comply with installation requirements specified in other Specification
Sections or matching existing substrates and finishes. Restore patched areas and extend restoration
into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract
Document requirements for cutting and patching in Section 017300 "Execution."
B. Protect construction exposed by or for quality-control service activities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for
quality-control services.
END OF SECTION 014000
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SECTION 014200 - REFERENCES
PART 1 - GENERAL
1.1 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and
requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the
Contract.
C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized,"
"selected," "required," and "permitted" have the same meaning as "directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in
Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled,"
and "specified" have the same meaning as "indicated."
E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and
rules, conventions, and agreements within the construction industry that control performance of the
Work.
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and
similar operations.
G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension,
finish, cure, protect, clean, and similar operations at Project site.
H. "Provide": Furnish and install, complete and ready for the intended use.
I. "Project Site": Space available for performing construction activities. The extent of Project site is shown
on Drawings and may or may not be identical with the description of the land on which Project is to be
built.
J. "As shown", "as detailed", "as indicated" or words of similar import mean as indicated on the drawings.
K. "As selected", "as approved" or words of similar import mean as selected by, as approved by, or as
accepted by the Architect and Owner.
L. "Shall" means mandatory.
M. "As required" means as required by the contract documents.
N. "As necessary" means essential to the completion of the work.
O. "Concealed" means not visible in the finished work.
P. "Exposed" means visible in the finished work.
Q. "Days" means calendar days.
R. Substantial Completion: That stage in the progress of the Work when the Work or designated portion
thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy
or utilize the Work for its intended use.
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1.2 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements,
applicable construction industry standards have the same force and effect as if bound or copied directly
into the Contract Documents to the extent referenced. Such standards are made a part of the Contract
Documents by reference.
B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise
indicated.
C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry
standards applicable to its construction activity. Copies of applicable standards are not bound with the
Contract Documents.
1. Where copies of standards are needed to perform a required construction activity, obtain copies
directly from publication source.
1.3 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of
Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional
Associations of the United States."
B. 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.
1. DIN - Deutsches Institut fur Normung e.V.; www.din.de.
2. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org.
3. ICC - International Code Council; www.iccsafe.org.
4. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.
C. Federal Government 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.
1. COE - Army Corps of Engineers; www.usace.army.mil.
2. CPSC - Consumer Product Safety Commission; www.cpsc.gov.
3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov.
4. DOD - Department of Defense; www.quicksearch.dla.mil.
5. DOE - Department of Energy; www.energy.gov.
6. EPA - Environmental Protection Agency; www.epa.gov.
7. FAA - Federal Aviation Administration; www.faa.gov.
8. FG - Federal Government Publications; www.gpo.gov.
9. GSA - General Services Administration; www.gsa.gov.
10. HUD - Department of Housing and Urban Development; www.hud.gov.
11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division;
www.eetd.lbl.gov.
12. OSHA - Occupational Safety & Health Administration; www.osha.gov.
13. SD - Department of State; www.state.gov.
14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The
National Academies; www.trb.org.
15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory;
www.ars.usda.gov.
16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.
17. USDJ - Department of Justice; Office of Justice Programs; National Institute of Justice;
www.ojp.usdoj.gov.
18. USP - U.S. Pharmacopeial Convention; www.usp.org.
19. USPS - United States Postal Service; www.usps.com.
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D. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the standards and regulations in the
following list.
1. CFR - Code of Federal Regulations; Available from Government Printing Office;
www.gpo.gov/fdsys.
2. DOD - Department of Defense; Military Specifications and Standards; Available from DLA
Document Services; www.quicksearch.dla.mil.
3. DSCC - Defense Supply Center Columbus; (See FS).
4. FED-STD - Federal Standard; (See FS).
5. FS - Federal Specification; Available from DLA Document Services; www.quicksearch.dla.mil.
a. Available from Defense Standardization Program; www.dsp.dla.mil.
b. Available from General Services Administration; www.gsa.gov.
c. Available from National Institute of Building Sciences/Whole Building Design Guide;
www.wbdg.org/ccb.
6. MILSPEC - Military Specification and Standards; (See DOD).
7. USAB - United States Access Board; www.access-board.gov.
8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB).
E. State Government 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.
1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance
Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov.
2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy
Code; www.calregs.com.
3. CDHS; California Department of Health Services; (See CDPH).
4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cal-iaq.org.
5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.
6. SCAQMD; South Coast Air Quality Management District; www.aqmd.gov.
7. TFS; Texas A&M Forest Service; Sustainable Forestry and Economic Development;
www.txforestservice.tamu.edu.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 014200
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TEMPORARY FACILITIES AND CONTROLS 015000 - 1
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection
facilities.
1.2 USE CHARGES
A. Temporary Facilities will be arranged between Owner and Contractor. Use of property by other entities,
shall be arranged with the Owner.
B. General: Installation and removal of and use charges for temporary facilities shall be included in the
Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities
without cost, including, but not limited to, Owner's construction forces, Architect, occupants of Project,
testing agencies, and authorities having jurisdiction.
1. Owner and Contractor shall discuss construction costs for utilities including but limited to
electricity, sewer, etc.
1.3 INFORMATIONAL SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction
personnel.
B. Erosion- and Sedimentation-Control Plan: Show compliance with requirements of EPA Construction
General Permit or authorities having jurisdiction, whichever is more stringent.
C. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having
jurisdiction. Indicate Contractor personnel responsible for management of fire prevention program.
1.4 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric
service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary
utility before use. Obtain required certifications and permits.
C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural &
Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.
1.5 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume
responsibility for operation, maintenance, and protection of each permanent service during its use as a
construction facility before Owner's acceptance, regardless of previously assigned responsibilities.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Chain-Link Fencing: Minimum 2-inch (50-mm), 0.148-inch- (3.8-mm-) thick, galvanized-steel, chain-
link fabric fencing; minimum 6 feet (1.8 m) high with galvanized-steel pipe posts; minimum 2-3/8-inch-
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(60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull posts, with 1-5/8-inch- (42-mm-)
OD top rails.
B. Portable Chain-Link Fencing: Minimum 2-inch (50-mm), 0.148-inch- (3.8-mm-) thick, galvanized-steel,
chain-link fabric fencing; minimum 6 feet (1.8 m) high with galvanized-steel pipe posts; minimum 2-3/8-
inch- (60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull posts, with 1-5/8-inch- (42-
mm-) OD top and bottom rails. Provide concrete or galvanized-steel bases for supporting posts.
C. Wood Enclosure Fence: Plywood, 6 feet (1.8 m) high, framed with four 2-by-4-inch (50-by-100-mm)
rails, with preservative-treated wood posts spaced not more than 8 feet (2.4 m) apart.
2.2 TEMPORARY FACILITIES
A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and
foundations adequate for normal loading.
B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect and
construction personnel office activities and to accommodate Project meetings specified in other
Division 01 Sections. Keep office clean and orderly.
C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials
and equipment for construction operations.
1. 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 qualified testing agency
acceptable to authorities having jurisdiction, and marked for intended location and application.
3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary
use during construction, provide filter with MERV of 8 at each return-air grille in system and
remove at end of construction and clean HVAC system as required in Section 017700 "Closeout
Procedures".
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with
performance of the Work. Relocate and modify facilities as required by progress of the Work.
1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary."
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no
longer needed or are replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
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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. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.
1. Connect temporary sewers to municipal system or private system as directed by authorities having
jurisdiction.
C. Water Service: Install water service and distribution piping in sizes and pressures adequate for
construction.
1. If available, connect to Owner's existing water service facilities. Clean and maintain water service
facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to
condition existing before initial use.
D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction
personnel. Comply with requirements of authorities having jurisdiction for type, number, location,
operation, and maintenance of fixtures and facilities.
E. Heating and Cooling: Provide temporary heating and cooling required by construction activities 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.
F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for
curing or drying of completed installations or for protecting installed construction from adverse effects of
high humidity. Select equipment that will not have a harmful effect on completed installations or
elements being installed. Coordinate ventilation requirements to produce ambient condition required and
minimize energy consumption.
G. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity,
and power characteristics required for construction operations.
1. Install electric power service overhead or underground as directed by Owner.
2. Connect temporary service to Owner's existing power source, if allowed by Owner.
H. Lighting: Provide temporary lighting with local switching that provides adequate illumination for
construction operations, observations, inspections, and traffic conditions.
1. Install and operate temporary lighting that fulfills security and protection requirements without
operating entire system.
I. Telephone Service: Provide temporary telephone service in common-use facilities for use by all
construction personnel. Install one telephone line(s) for each field office.
1. At each telephone, post a list of important telephone numbers.
a. Police and fire departments.
b. Ambulance service.
c. Contractor's home office.
d. Contractor's emergency after-hours telephone number.
e. Architect's office.
f. Engineers' offices.
g. Owner's office.
h. Principal subcontractors' field and home offices.
2. Provide superintendent with cellular telephone or portable two-way radio for use when away from
field office.
J. Electronic Communication Service: Provide a desktop computer in the primary field office adequate for
use by Architect and Owner to access project electronic documents and maintain electronic
communications. Equip computer with not less than the following:
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1. Network Connectivity: 10/100BaseT Ethernet.
3.3 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:
1. Provide construction for temporary offices, shops, and sheds located within construction area or
within 30 feet (9 m) of building lines that is noncombustible according to ASTM E 136. Comply
with NFPA 241.
2. Maintain support facilities until Architect schedules Substantial Completion inspection. Remove
before Substantial Completion. Personnel remaining after Substantial Completion will be
permitted to use permanent facilities, under conditions acceptable to Owner.
B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate
for construction operations. Locate temporary roads and paved areas within construction limits indicated
on Drawings.
1. Provide dust-control treatment that is nonpolluting and nontracking. Reapply treatment as required
to minimize dust.
C. Temporary Use of Permanent Roads and Paved Areas: Locate temporary roads and paved areas in same
location as permanent roads and paved areas. Construct and maintain temporary roads and paved areas
adequate for construction operations. Extend temporary roads and paved areas, within construction limits
indicated, as necessary for construction operations.
1. Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas.
2. Prepare subgrade and install subbase and base for temporary roads and paved areas according to
Section 312000 "Earth Moving."
3. Recondition base after temporary use, including removing contaminated material, regrading,
proofrolling, compacting, and testing.
4. Delay installation of final course of permanent hot-mix asphalt pavement until immediately before
Substantial Completion. Repair hot-mix asphalt base-course pavement before installation of final
course according to Section 321216 "Asphalt Paving."
D. Traffic Controls: Comply with requirements of authorities having jurisdiction.
1. Protect existing site improvements to remain including curbs, pavement, and utilities.
2. Maintain access for fire-fighting equipment and access to fire hydrants.
E. Parking: Provide temporary parking areas for construction personnel. Existing parking areas may be used
with permission of Owner.
F. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain
Project site, excavations, and construction free of water.
1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining
properties or endanger permanent Work or temporary facilities.
2. Remove snow and ice as required to minimize accumulations.
G. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.
1. Identification Signs: Provide Project identification signs as indicated on Drawings.
a. If not indicated on Drawings, Provide 8 foot wide x 4 foot high project sign of exterior
grade plywood and wood frame construction, painted to Architect's design and colors.
b. List title of project, names of Owner, Architect, Engineer, and Contractor.
c. Erect on site at location established by Architect.
2. Temporary Signs: Provide other signs as indicated and as required to inform public and
individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.
3. Maintain and touchup signs so they are legible at all times.
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H. Waste Disposal Facilities: Comply with requirements specified in Section 017419 "Construction Waste
Management and Disposal."
I. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from
construction operations. Comply with requirements of authorities having jurisdiction. Comply with
progress cleaning requirements in Section 017300 "Execution."
J. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment"
and not temporary facilities.
K. Temporary Elevator Use: Use of elevators is not allowed without Owner’s permission.
L. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not
adequate.
M. Temporary Use of Permanent Stairs: Use of new stairs for construction traffic will be permitted, provided
stairs are protected and finishes restored to new condition at time of Substantial Completion.
3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other
improvements at Project site and on adjacent properties, except those indicated to be removed or altered.
Repair damage to existing facilities.
B. Environmental Protection: 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.
C. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of
soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways,
according to requirements of 2003 EPA Construction General Permit or authorities having jurisdiction,
whichever is more stringent.
D. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and
around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy
rains.
E. 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.
F. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a
manner that will prevent people and animals from easily entering site except by entrance gates.
1. Extent of Fence: As required to enclose entire Project site or portion determined sufficient to
accommodate construction operations.
2. Maintain security by limiting number of keys and restricting distribution to authorized
personnel. Furnish one set of keys to Owner.
G. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of
construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar
violations of security. Lock entrances at end of each work day.
H. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for
erecting structurally adequate barricades, including warning signs and lighting.
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I. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as
required by authorities having jurisdiction.
J. Temporary Enclosures: 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.
1. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary
enclosures.
K. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to
separate areas occupied by Owner and tenants from fumes and noise.
1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, and fire-
retardant-treated plywood on construction operations side.
L. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to
protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire
prevention program.
1. Prohibit smoking in construction areas.
2. Supervise welding operations, combustion-type temporary heating units, and similar sources of
fire ignition according to requirements of authorities having jurisdiction.
3. Develop and supervise an overall fire-prevention and -protection program for personnel at Project
site. Review needs with local fire department and establish procedures to be followed. Instruct
personnel in methods and procedures. Post warnings and information.
4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign
stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size
with outlet size and equip with suitable nozzles.
3.5 MOISTURE AND MOLD CONTROL
A. Contractor's Moisture Protection Plan: Avoid trapping water in finished work. Document visible signs of
mold that may appear during construction.
B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject to
wetting and exposure and to airborne mold spores, protect materials from water damage and keep porous
and organic materials from coming into prolonged contact with concrete.
C. Partially Enclosed Construction Phase: After installation of weather barriers but before full enclosure and
conditioning of building, when installed materials are still subject to infiltration of moisture and ambient
mold spores, protect as follows:
1. Do not load or install drywall or other porous materials or components, or items with high organic
content, into partially enclosed building.
2. Keep interior spaces reasonably clean and protected from water damage.
3. Discard or replace water-damaged and wet material.
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.
D. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure
but prior to the full operation of permanent HVAC systems, maintain as follows:
1. Control moisture and humidity inside building by maintaining effective dry-in conditions.
2. Remove materials that cannot be completely restored to their manufactured moisture level within
48 hours.
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3.6 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. Maintenance: Maintain facilities in good operating condition until removal.
1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and
similar facilities on a 24-hour basis where required to achieve indicated results and to avoid
possibility of damage.
C. Temporary Facility Changeover: Do not change over from using temporary security and protection
facilities to permanent facilities until Substantial Completion.
D. Termination and Removal: 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.
Complete or, if necessary, restore permanent construction that may have been delayed because of
interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace
construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner
reserves right to take possession of Project identification signs.
2. At Substantial Completion, repair, renovate, and clean permanent facilities used during
construction period. Comply with final cleaning requirements specified in Section 017700
"Closeout Procedures."
END OF SECTION 015000
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PRODUCT REQUIREMENTS 016000 - 1
SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for selection of products for use in Project;
product delivery, storage, and handling; manufacturers' standard warranties on products; special
warranties; and comparable products.
B. Related Requirements:
1. Section 012500 "Substitution Procedures" for requests for substitutions.
1.2 DEFINITIONS
A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from
previously purchased stock. The term "product" includes the terms "material," "equipment," "system,"
and terms of similar intent.
1. Named Products: Items identified by manufacturer's product name, including make or model
number or other designation shown or listed in manufacturer's published product literature, that is
current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project or facility.
Products salvaged or recycled from other projects are not considered new products.
3. Comparable Product: Product that is demonstrated and approved through submittal process to
have the indicated qualities related to type, function, dimension, in-service performance, physical
properties, appearance, and other characteristics that equal or exceed those of specified product.
B. Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is
named and accompanied by the words "basis-of-design product," including make or model number or
other designation, to establish the significant qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics for purposes of evaluating
comparable products of additional manufacturers named in the specification.
1.3 ACTION SUBMITTALS
A. Comparable Product Requests: Submit request for consideration of each comparable product. Identify
product or fabrication or installation method to be replaced. Include Specification Section number and
title and Drawing numbers and titles.
1. Architect's Action: If necessary, Architect will request additional information or documentation
for evaluation within one week of receipt of a comparable product request. Architect will notify
Contractor of approval or rejection of proposed comparable product request within 15 days of
receipt of request, or seven days of receipt of additional information or documentation, whichever
is later.
a. Form of Approval: As specified in Section 013300 "Submittal Procedures."
b. Use product specified if Architect does not issue a decision on use of a comparable product
request within time allocated.
B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300
"Submittal Procedures." Show compliance with requirements.
1.4 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use
on Project, select product compatible with products previously selected, even if previously selected
products were also options.
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PRODUCT REQUIREMENTS 016000 - 2
1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and
loss, including theft and vandalism. Comply with manufacturer's written instructions.
B. Delivery and Handling:
1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of
construction spaces.
2. Coordinate delivery with installation time to ensure minimum holding time for items that are
flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed
container or other packaging system, complete with labels and instructions for handling, storing,
unpacking, protecting, and installing.
4. Inspect products on delivery to determine compliance with the Contract Documents and to
determine that products are undamaged and properly protected.
C. Storage:
1. Store products to allow for inspection and measurement of quantity or counting of units.
2. Store materials in a manner that will not endanger Project structure.
3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure
above ground, with ventilation adequate to prevent condensation.
4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation
and concealment.
5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation,
and weather-protection requirements for storage.
6. Protect stored products from damage and liquids from freezing.
1.6 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties
required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do
not relieve Contractor of obligations under requirements of the Contract Documents.
1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular
product and specifically endorsed by manufacturer to Owner.
2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights
for Owner.
B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready
for execution.
1. Manufacturer's Standard Form: Modified to include Project-specific information and properly
executed.
2. Specified Form: When specified forms are included with the Specifications, prepare a written
document using indicated form properly executed.
3. Refer to other Sections for specific content requirements and particular requirements for
submitting special warranties.
C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures."
PART 2 - PRODUCTS
2.1 PRODUCT SELECTION PROCEDURES
A. General Product Requirements: Provide products that comply with the Contract Documents, are
undamaged and, unless otherwise indicated, are new at time of installation.
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1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a
complete installation and indicated use and effect.
2. Standard Products: If available, and unless custom products or nonstandard options are specified,
provide standard products of types that have been produced and used successfully in similar
situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Contract Documents.
4. Where products are accompanied by the term "as selected," Architect will make selection.
5. Descriptive, performance, and reference standard requirements in the Specifications establish
salient characteristics of products.
B. Product Selection Procedures:
1. Product: Where Specifications name a single manufacturer and product, provide the named
product that complies with requirements. Comparable products or substitutions for Contractor's
convenience will not be considered.
2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a
product by the named manufacturer or source that complies with requirements. Comparable
products or substitutions for Contractor's convenience will not be considered.
3. Products:
a. Nonrestricted List: Where Specifications include a list of names of both available
manufacturers and products, provide one of the products listed, or an unnamed product,
that complies with requirements. Comply with requirements in "Comparable Products"
Article for consideration of an unnamed product.
4. Manufacturers:
a. Nonrestricted List: Where Specifications include a list of available manufacturers, provide
a product by one of the manufacturers listed, or a product by an unnamed manufacturer,
that complies with requirements. Comply with requirements in "Comparable Products"
Article for consideration of an unnamed manufacturer's product.
5. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on
Drawings, and include a list of manufacturers, provide the specified or indicated product or a
comparable product by one of the other named manufacturers. Drawings and Specifications
indicate sizes, profiles, dimensions, and other characteristics that are based on the product named.
Comply with requirements in "Comparable Products" Article for consideration of an unnamed
product by one of the other named manufacturers.
C. Visual Matching Specification: Where Specifications require "match Architect's sample", provide a
product that complies with requirements and matches Architect's sample. Architect's decision will be final
on whether a proposed product matches.
1. If no product available within specified category matches and complies with other specified
requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal
of product.
D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from
manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect
will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both
standard and premium items.
2.2 COMPARABLE PRODUCTS
A. Conditions for Consideration: Architect will consider Contractor's request for comparable product when
the following conditions are satisfied. If the following conditions are not satisfied, Architect may return
requests without action, except to record noncompliance with these requirements:
1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is
consistent with the Contract Documents and will produce the indicated results, and that it is
compatible with other portions of the Work.
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2. Detailed comparison of significant qualities of proposed product with those named in the
Specifications. Significant qualities include attributes such as performance, weight, size,
durability, visual effect, and specific features and requirements indicated.
3. Evidence that proposed product provides specified warranty.
4. List of similar installations for completed projects with project names and addresses and names
and addresses of architects and owners, if requested.
5. Samples, if requested.
PART 3 - EXECUTION (Not Used)
END OF SECTION 016000
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SECTION 017300 - EXECUTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes general administrative and procedural requirements governing execution of the Work
including, but not limited to, the following:
1. Construction layout.
2. Field engineering and surveying.
3. Installation of the Work.
4. Cutting and patching.
5. Coordination of Owner-installed products.
6. Progress cleaning.
7. Starting and adjusting.
8. Protection of installed construction.
B. Related Requirements:
1. Section 011000 "Summary" for limits on use of Project site.
2. Section 017700 "Closeout Procedures" for submitting final property survey with Project Record
Documents, recording of Owner-accepted deviations from indicated lines and levels, and final
cleaning.
3. Section 078413 "Penetration Firestopping" for patching penetrations in fire-rated construction.
1.2 INFORMATIONAL SUBMITTALS
A. Certificates: Submit certificate signed by land surveyor or professional engineer certifying that location
and elevation of improvements comply with requirements.
B. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous
materials, for hazardous waste disposal.
C. Certified Surveys: Submit two copies signed by land surveyor or professional engineer.
D. Final Property Survey: Submit 10 copies showing the Work performed and record survey data.
1.3 QUALITY ASSURANCE
A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in
jurisdiction where Project is located and who is experienced in providing land-surveying services of the
kind indicated.
B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of
construction elements.
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 element during cutting and patching. Do not cut and patch structural elements in
a manner that could change their load-carrying capacity or increase deflection
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. Other Construction Elements: Do not cut and patch other construction elements or components in
a manner that could change their load-carrying capacity, that results in reducing their capacity to
perform as intended, or that results in increased maintenance or decreased operational life or
safety.
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4. 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. Remove and replace construction that
has been cut and patched in a visually unsatisfactory manner.
C. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting
and patching, including mechanical and electrical trades. Review areas of potential interference and
conflict. Coordinate procedures and resolve potential conflicts before proceeding.
PART 2 - PRODUCTS
2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.
B. 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.
1. If identical materials are unavailable or cannot be used, use materials that, when installed, will
provide a match acceptable to Architect for the visual and functional performance of in-place
materials.
PART 3 - EXECUTION
3.1 EXAMINATION
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.
1. Before construction, verify the location and invert elevation at points of connection of sanitary
sewer, storm sewer, and water-service piping; underground electrical services, and other utilities.
2. Furnish location data for work related to Project that must be performed by public utilities serving
Project site.
B. Examination and Acceptance of Conditions: 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.
Record observations.
1. Examine roughing-in for mechanical and electrical systems to verify actual locations of
connections before equipment and fixture installation.
2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be
installed.
3. Verify compatibility with and suitability of substrates, including compatibility with existing
finishes or primers.
C. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the
Work indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Existing Utility Information: Furnish information to local utility and Owner that is necessary to adjust,
move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances
located in or affected by construction. Coordinate with authorities having jurisdiction.
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B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck
measurements before installing each product. Where portions of the Work are indicated to fit to other
construction, verify dimensions of other construction by field measurements before fabrication.
Coordinate fabrication schedule with construction progress to avoid delaying the Work.
C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on
Drawings.
D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for
clarification of the Contract Documents caused by differing field conditions outside the control of
Contractor, submit a request for information to Architect according to requirements in Section 013100
"Project Management and Coordination."
3.3 CONSTRUCTION LAYOUT
A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in
relation to the property survey and existing benchmarks. If discrepancies are discovered, notify
Architect promptly.
B. General: Engage a land surveyor or professional engineer to lay out the Work using accepted surveying
practices.
1. Establish benchmarks and control points to set lines and levels at each story of construction and
elsewhere as needed to locate each element of Project.
2. Establish limits on use of Project site.
3. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required
dimensions.
4. Inform installers of lines and levels to which they must comply.
5. Check the location, level and plumb, of every major element as the Work progresses.
6. Notify Architect when deviations from required lines and levels exceed allowable tolerances.
7. Close site surveys with an error of closure equal to or less than the standard established by
authorities having jurisdiction.
C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil
placement, utility slopes, and rim and invert elevations.
D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building
foundations, column grids, and floor levels, including those required for mechanical and electrical work.
Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers
from two or more locations.
E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels.
Include beginning and ending dates and times of surveys, weather conditions, name and duty of each
survey party member, and types of instruments and tapes used. Make the log available for reference by
Architect and Construction Manager.
3.4 FIELD ENGINEERING
A. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points
before beginning the Work. Preserve and protect permanent benchmarks and control points during
construction operations.
B. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site,
referenced to data established by survey control points. Comply with authorities having jurisdiction for
type and size of benchmark.
1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.
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C. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring
field-engineering services, prepare a certified survey showing dimensions, locations, angles, and
elevations of construction and sitework.
D. Final Property Survey: Engage a land surveyor or professional engineer to prepare a final property survey
showing significant features (real property) for Project. Include on the survey a certification, signed by
land surveyor or professional engineer, that principal metes, bounds, lines, and levels of Project are
accurately positioned as shown on the survey.
1. Recording: At Substantial Completion, have the final property survey recorded by or with
authorities having jurisdiction as the official "property survey."
3.5 INSTALLATION
A. General: 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. Where space is limited, install components to maximize space available for maintenance and ease
of removal for replacement.
3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.
B. Comply with manufacturer's written instructions and recommendations for installing products in
applications indicated.
C. Install products at the time and under conditions that will ensure the best possible results. Maintain
conditions required for product performance until Substantial Completion.
D. 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.
E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on
site and placement in permanent locations.
F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory
prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are
made for locating and installing products to comply with indicated requirements.
H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and
number to securely anchor each component in place, accurately located and aligned with other portions of
the Work. 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.
2. Allow for building movement, including thermal expansion and contraction.
3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for
installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral
anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time
for installation.
I. 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.
J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.
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3.6 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with
cutting and patching at the earliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other components or performance of other
construction, and subsequently patch as required to restore surfaces to their original condition.
B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during
installation or cutting and patching operations, by methods and with materials so as not to void existing
warranties.
C. Temporary Support: Provide temporary support of work to be cut.
D. 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.
E. Adjacent Occupied Areas: Avoid interference with use of adjoining areas or interruption of free passage
to adjoining areas.
F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are
required to be removed, relocated, or abandoned, bypass such services/systems before cutting to
minimize interruption to occupied areas.
G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or adjoining
construction. If possible, review proposed procedures with original Installer; comply with original
Installer's written recommendations.
1. In general, use hand or small power tools designed for sawing and grinding, not hammering and
chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of
adjacent surfaces. Temporarily cover openings when not in use.
2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core
drill.
4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by
cutting and patching operations.
5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed.
Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture
or other foreign matter after cutting.
6. Proceed with patching after construction operations requiring cutting are complete.
H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations
following performance of other work. Patch with durable seams that are as invisible as practicable.
Provide materials and comply with installation requirements specified in other Sections, where
applicable.
1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate
physical integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into
retained adjoining construction in a manner that will minimize evidence of patching and
refinishing.
3. Floors and Walls: 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. Remove in-place floor and wall coverings and
replace with new materials, if necessary, to achieve uniform color and appearance.
4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface
of uniform appearance.
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5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a
weathertight condition and ensures thermal and moisture integrity of building enclosure.
I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils,
putty, and similar materials from adjacent finished surfaces.
3.7 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly.
Dispose of materials lawfully.
1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.
2. Do not hold waste materials more than seven days during normal weather or three days if the
temperature is expected to rise above 80 deg F (27 deg C).
3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark
containers appropriately and dispose of legally, according to regulations.
B. Site: Maintain Project site free of waste materials and debris.
C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper
execution of the Work.
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.
D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of
manufacturer or fabricator of product installed, using only cleaning materials specifically recommended.
If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to
health or property and that will not damage exposed surfaces.
E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom
from damage and deterioration at time of Substantial Completion.
G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers
or into waterways.
H. During handling and installation, clean and protect construction in progress and adjoining materials
already in place. Apply protective covering where required to ensure protection from damage or
deterioration at Substantial Completion.
I. Clean and provide maintenance on completed construction as frequently as necessary through the
remainder of the construction period. Adjust and lubricate operable components to ensure operability
without damaging effects.
J. Limiting Exposures: Supervise construction operations to assure that no part of the construction,
completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure
during the construction period.
3.8 STARTING AND ADJUSTING
A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units,
replace with new units, and retest.
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B. Adjust equipment for proper operation. Adjust operating components for proper operation without
binding.
C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace
damaged and malfunctioning controls and equipment.
D. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality
Requirements"
3.9 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage or
deterioration at time of Substantial Completion.
B. Comply with manufacturer's written instructions for temperature and relative humidity.
END OF SECTION 017300
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CUTTING AND PATCHING 017329 - 1
SECTION 017329 - CUTTING AND PATCHING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes procedural requirements for cutting and patching.
B. Related Sections include the following:
1. Division 1 Section “Construction Waste Management.”
2. Divisions 2 through 33 Sections for specific requirements and limitations applicable to cutting and
patching individual parts of the Work.
1.3 DEFINITIONS
A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work.
B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of
other Work.
1.4 SUBMITTALS
A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before the time
cutting and patching will be performed, requesting approval to proceed. Include the following
information:
1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they
cannot be avoided.
2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural
elements and operating components as well as changes in building's appearance and other
significant visual elements.
3. Products: List products to be used and firms or entities that will perform the Work.
4. Dates: Indicate when cutting and patching will be performed.
5. Utility Services and Mechanical/Electrical Systems: List services/systems that cutting and
patching procedures will disturb or affect. List services/systems that will be relocated and those
that will be temporarily out of service. Indicate how long services/systems will be disrupted.
6. Structural Elements: Where cutting and patching involve adding reinforcement to structural
elements, submit details and engineering calculations showing integration of reinforcement with
original structure.
7. Architect's Approval: Obtain approval of cutting and patching proposal before cutting and
patching. Approval does not waive right to later require removal and replacement of
unsatisfactory work.
1.5 QUALITY ASSURANCE
A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-
carrying capacity or load-deflection ratio.
B. 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. Operating elements include the following:
1. Primary operational systems and equipment.
2. Air or smoke barriers.
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3. Fire-suppression systems.
4. Mechanical systems piping and ducts.
5. Control systems.
6. Communication systems.
7. Conveying systems.
8. Electrical wiring systems.
9. Operating systems of special construction in Division 13 Sections.
C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a
manner that could change their load-carrying capacity, that results in reducing their capacity to perform
as intended, or that results in increased maintenance or decreased operational life or
safety. Miscellaneous elements include the following:
1. Water, moisture, or vapor barriers.
2. Membranes and flashings.
3. Exterior curtain-wall construction.
4. Equipment supports.
5. Piping, ductwork, vessels, and equipment.
6. Noise- and vibration-control elements and systems.
D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of
cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in
a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace
construction that has been cut and patched in a visually unsatisfactory manner.
1.6 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during
cutting and patching operations, by methods and with materials so as not to void existing warranties.
PART 2 - PRODUCTS
2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.
B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that
visually match in-place adjacent surfaces to the fullest extent possible.
1. If identical materials are unavailable or cannot be used, use materials that, when installed, will
match the visual and functional performance of in-place materials.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be
performed.
1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including
compatibility with in-place finishes or primers.
2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for portions of Project that might be exposed during cutting
and patching operations.
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C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to
adjoining areas.
3.3 PERFORMANCE
A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at
the earliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other components or performance of other
construction, and subsequently patch as required to restore surfaces to their original condition.
B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or adjoining
construction. If possible, review proposed procedures with original Installer; comply with original
Installer's written recommendations.
1. In general, use hand or small power tools designed for sawing and grinding, not hammering and
chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum
disturbance of adjacent surfaces. Temporarily cover openings when not in use.
2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core
drill.
4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where
required by cutting and patching operations.
5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed.
Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture
or other foreign matter after cutting.
6. Proceed with patching after construction operations requiring cutting are complete.
C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations
following performance of other Work. Patch with durable seams that are as invisible as possible.
Provide materials and comply with installation requirements specified in other Sections.
1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate
integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into
retained adjoining construction in a manner that will eliminate evidence of patching and
refinishing.
a. Clean piping, conduit, and similar features before applying paint or other finishing
materials.
b. Restore damaged pipe covering to its original condition.
3. Floors and Walls: 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. Remove in-place floor and wall coverings and
replace with new materials, if necessary, to achieve uniform color and appearance.
a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over
the patch and apply final paint coat over entire unbroken surface containing the patch.
Provide additional coats until patch blends with adjacent surfaces.
4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface
of uniform appearance.
5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a
weathertight condition.
D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint,
mortar, oils, putty, and similar materials.
END OF SECTION 017329
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1
SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for the following:
1. Salvaging nonhazardous construction waste.
2. Recycling nonhazardous construction waste.
3. Disposing of nonhazardous construction waste.
B. See Division 04 Section "Unit Masonry" for disposal requirements for masonry waste.
1.2 DEFINITIONS
A. Construction Waste: Building and site improvement materials and other solid waste resulting from
construction, remodeling, renovation, or repair operations. Construction waste includes packaging.
B. Demolition Waste: Building and site improvement materials resulting from demolition or selective
demolition operations.
C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or
deposit in landfill or incinerator acceptable to authorities having jurisdiction.
D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for
reuse.
E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.
F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the
Work.
1.3 SUBMITTALS
A. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and
organizations. Indicate whether organization is tax exempt.
B. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and
organizations. Indicate whether organization is tax exempt.
C. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by
recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts,
and invoices.
D. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and
incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.
PART 2 - PRODUCTS (Not Used)
359 DESIGN CHAMONIX - VAIL
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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2
PART 3 - EXECUTION
3.1 RECYCLING CONSTRUCTION WASTE, GENERAL
A. General: Recycle paper and beverage containers used by on-site workers.
B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling
waste materials shall accrue to Owner.
C. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable
waste by type at Project site to the maximum extent practical.
1. Provide appropriately marked containers or bins for controlling recyclable waste until they are
removed from Project site. Include list of acceptable and unacceptable materials at each container
and bin.
a. Inspect containers and bins for contamination and remove contaminated materials if found.
2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and
shape stockpiles to drain surface water. Cover to prevent windblown dust.
3. Stockpile materials away from construction area. Do not store within drip line of remaining trees.
4. Store components off the ground and protect from the weather.
5. Remove recyclable waste off Owner's property and transport to recycling receiver or processor.
3.2 RECYCLING CONSTRUCTION WASTE
A. Packaging:
1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location.
2. Polystyrene Packaging: Separate and bag materials.
3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site.
For pallets that remain on-site, break down pallets into component wood pieces and comply with
requirements for recycling wood.
4. Crates: Break down crates into component wood pieces and comply with requirements for
recycling wood.
3.3 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste
materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities
having jurisdiction.
1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate
on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
B. Burning: Do not burn waste materials.
C. Disposal: Transport waste materials off Owner's property and legally dispose of them.
END OF SECTION 017419
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
CLOSEOUT PROCEDURES 017700 - 1
SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for contract closeout, including, but not
limited to, the following:
1. Substantial Completion procedures.
2. Final completion procedures.
3. Warranties.
4. Final cleaning.
5. Repair of the Work.
B. Related Requirements:
1. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual
requirements.
2. Section 017839 "Project Record Documents" for submitting record Drawings, record
Specifications, and record Product Data.
3. Section 017900 "Demonstration and Training" for requirements for instructing Owner's personnel.
1.2 ACTION SUBMITTALS
A. Product Data: For cleaning agents.
B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.
C. Certified List of Incomplete Items: Final submittal at Final Completion.
1.3 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.
B. Certificate of Insurance: For continuing coverage.
C. Field Report: For pest control inspection.
1.4 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other
Sections.
1.5 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected
(Contractor's punch list), indicating the value of each item on the list and reasons why the Work is
incomplete.
B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to
requesting inspection for determining date of Substantial Completion. List items below that are
incomplete at time of request.
1. Certificates of Release: 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.
359 DESIGN CHAMONIX - VAIL
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CLOSEOUT PROCEDURES 017700 - 2
2. Submit closeout submittals specified in other Division 01 Sections, including project record
documents, operation and maintenance manuals, final completion construction photographic
documentation, damage or settlement surveys, property surveys, and similar final record
information.
3. Submit closeout submittals specified in individual Sections, including specific warranties,
workmanship bonds, maintenance service agreements, final certifications, and similar documents.
4. Submit maintenance material submittals specified in individual Sections, including tools, spare
parts, extra materials, and similar items, and deliver to location designated by Architect. Label
with manufacturer's name and model number where applicable.
5. Submit test/adjust/balance records.
6. Submit sustainable design submittals not previously submitted.
7. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.
C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to
requesting inspection for determining date of Substantial Completion. List items below that are
incomplete at time of request.
1. Advise Owner of pending insurance changeover requirements.
2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel
of changeover in security provisions.
3. Complete startup and testing of systems and equipment.
4. Perform preventive maintenance on equipment used prior to Substantial Completion.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and
systems. Submit demonstration and training video recordings specified in Section 017900
"Demonstration and Training."
6. Advise Owner of changeover in heat and other utilities.
7. Participate with Owner in conducting inspection and walkthrough with local emergency
responders.
8. Terminate and remove temporary facilities from Project site, along with mockups, construction
tools, and similar elements.
9. Complete final cleaning requirements, including touchup painting.
10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.
D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10
days prior to date the work will be completed and ready for final inspection and tests. On receipt of
request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.
Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor
of items, either on Contractor's list or additional items identified by Architect, 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.
2. Results of completed inspection will form the basis of requirements for final completion.
1.6 FINAL COMPLETION PROCEDURES
A. Preliminary Procedures: Before requesting final inspection for determining final completion, complete
the following:
1. Submit a final Application for Payment according to Section 012900 "Payment Procedures."
2. Certified List of Incomplete Items: 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 for
acceptance.
3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with
insurance requirements.
4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and
systems. Submit demonstration and training video recordings.
359 DESIGN CHAMONIX - VAIL
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CLOSEOUT PROCEDURES 017700 - 3
B. Inspection: Submit a written request for final inspection to determine acceptance. On receipt of request,
Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect
will prepare a final Certificate for Payment after inspection or will notify Contractor of construction 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.
1.7 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name and identification of each space and area affected by construction
operations for incomplete items and items needing correction including, if necessary, areas disturbed by
Contractor that are outside the limits of construction.
1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from
lowest floor to highest floor.
2. Organize items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment, and building systems.
1.8 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work
where commencement of warranties other than date of Substantial Completion is indicated, or when delay
in submittal of warranties might limit Owner's rights under warranty.
B. Organize warranty documents into an orderly sequence based on the table of contents of the Project
Manual.
1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness
as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to
identify the product or installation. Provide a typed description of the product or installation,
including the name of the product and the name, address, and telephone number of Installer.
3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES,"
Project name, and name of Contractor.
4. Warranty Electronic File: Scan warranties and bonds and assemble complete warranty and bond
submittal package into a single indexed electronic PDF file with links enabling navigation to each
item. Provide bookmarked table of contents at beginning of document.
C. Provide additional copies of each warranty to include in operation and maintenance manuals.
PART 2 - PRODUCTS
2.1 MATERIALS
A. 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.
PART 3 - EXECUTION
3.1 FINAL CLEANING
A. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or
unit to condition expected in an average commercial building cleaning and maintenance program.
Comply with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for certification of
Substantial Completion for entire Project or for a designated portion of Project:
359 DESIGN CHAMONIX - VAIL
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CLOSEOUT PROCEDURES 017700 - 4
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities,
including landscape development areas, of rubbish, waste material, litter, and other foreign
substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign
deposits.
c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.
d. Remove tools, construction equipment, machinery, and surplus material from Project site.
e. Remove snow and ice to provide safe access to building.
f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of
stains, films, and similar foreign substances. Avoid disturbing natural weathering of
exterior surfaces. Restore reflective surfaces to their original condition.
g. Remove debris and surface dust from limited access spaces, including roofs, plenums,
shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
h. Sweep concrete floors broom clean in unoccupied spaces.
i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according
to manufacturer's recommendations if visible soil or stains remain.
j. Clean transparent materials, including mirrors and glass in doors and windows. Remove
glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or
broken glass and other damaged transparent materials. Polish mirrors and glass, taking care
not to scratch surfaces.
k. Remove labels that are not permanent.
l. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove
excess lubrication, paint and mortar droppings, and other foreign substances.
m. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting
from water exposure.
n. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of
diffusers, registers, and grills.
o. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
p. Leave Project clean and ready for occupancy.
3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations before requesting inspection for determination of Substantial
Completion.
B. Repair or remove and replace defective construction. Repairing includes replacing defective parts,
refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating
equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove
and replace operating components that cannot be repaired. Restore damaged construction and permanent
facilities used during construction to specified condition.
1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged
transparent materials.
2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace
finishes and surfaces that that already show evidence of repair or restoration.
a. Do not paint over "UL" and other required labels and identification, including mechanical
and electrical nameplates. Remove paint applied to required labels and identification.
3. Replace parts subject to operating conditions during construction that may impede operation or
reduce longevity.
4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, and defective and noisy
starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.
END OF SECTION 017700
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
OPERATION AND MAINTENANCE DATA 017823 - 1
SECTION 017823 - OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for preparing operation and maintenance
manuals, including the following:
1. Operation and maintenance documentation directory.
2. Emergency manuals.
3. Operation manuals for systems, subsystems, and equipment.
4. Product maintenance manuals.
5. Systems and equipment maintenance manuals.
1.2 CLOSEOUT SUBMITTALS
A. Manual Content: Operations and maintenance manual content is specified in individual Specification
Sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and
organized as required by this Section.
1. Architect will comment on whether content of operations and maintenance submittals are
acceptable.
2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field
conditions.
B. Format: Submit operations and maintenance manuals in the following format:
1. PDF electronic file. Assemble each manual into a composite electronically indexed file. Submit on
digital media acceptable to Architect.
a. Name each indexed document file in composite electronic index with applicable item
name. Include a complete electronically linked operation and maintenance directory.
b. Enable inserted reviewer comments on draft submittals.
C. Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial
Completion and at least 15 days before commencing demonstration and training. Architect will return
copy with comments.
1. Correct or revise each manual to comply with Architect's comments. Submit copies of each
corrected manual within 15 days of receipt of Architect's comments and prior to commencing
demonstration and training.
PART 2 - PRODUCTS
2.1 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS
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 each manual into a separate section for each system
and subsystem, and a separate section for each piece of equipment not part of a system. Each manual
shall contain the following materials, in the order listed:
1. Title page.
2. Table of contents.
3. Manual contents.
C. Title Page: Include the following information:
1. Subject matter included in manual.
2. Name and address of Project.
359 DESIGN CHAMONIX - VAIL
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OPERATION AND MAINTENANCE DATA 017823 - 2
3. Name and address of Owner.
4. Date of submittal.
5. Name and contact information for Contractor.
6. Name and contact information for Construction Manager.
7. Name and contact information for Architect.
8. Name and contact information for Commissioning Authority.
9. Names and contact information for major consultants to the Architect that designed the systems
contained in the manuals.
10. Cross-reference to related systems in other operation and maintenance manuals.
D. Table of Contents: List each product included in manual, identified by product name, indexed to the
content of the volume, and cross-referenced to Specification Section number in Project Manual.
E. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system,
subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components
of one system into a single binder.
F. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file
for each manual type required.
1. Electronic Files: Use electronic files prepared by manufacturer where available. Where scanning
of paper documents is required, configure scanned file for minimum readable file size.
2. File Names and Bookmarks: Enable bookmarking of individual documents based on file names.
Name document files to correspond to system, subsystem, and equipment names used in manual
directory and table of contents. Group documents for each system and subsystem into individual
composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the
system, subsystem, and equipment names in a readily navigated file tree. Configure electronic
manual to display bookmark panel on opening file.
2.2 EMERGENCY MANUALS
A. Content: Organize manual into a separate section for each of the following:
1. Type of emergency.
2. Emergency instructions.
3. Emergency procedures.
B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions
and procedures for each system, subsystem, piece of equipment, and component:
1. Fire.
2. Flood.
3. Gas leak.
4. Water leak.
5. Power failure.
6. Water outage.
7. System, subsystem, or equipment failure.
8. Chemical release or spill.
C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar
codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer,
supplier, and manufacturer to maintain warranties.
D. Emergency Procedures: Include the following, as applicable:
1. Instructions on stopping.
2. Shutdown instructions for each type of emergency.
3. Operating instructions for conditions outside normal operating limits.
4. Required sequences for electric or electronic systems.
5. Special operating instructions and procedures.
359 DESIGN CHAMONIX - VAIL
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OPERATION AND MAINTENANCE DATA 017823 - 3
2.3 OPERATION MANUALS
A. Content: In addition to requirements in this Section, include operation data required in individual
Specification Sections and the following information:
1. System, subsystem, and equipment descriptions. Use designations for systems and equipment
indicated on Contract Documents.
2. Performance and design criteria if Contractor is delegated design responsibility.
3. Operating standards.
4. Operating procedures.
5. Operating logs.
6. Wiring diagrams.
7. Control diagrams.
8. Piped system diagrams.
9. Precautions against improper use.
10. License requirements including inspection and renewal dates.
B. Descriptions: Include the following:
1. Product name and model number. Use designations for products indicated on Contract
Documents.
2. Manufacturer's name.
3. Equipment identification with serial number of each component.
4. Equipment function.
5. Operating characteristics.
6. Limiting conditions.
7. Performance curves.
8. Engineering data and tests.
9. Complete nomenclature and number of replacement parts.
C. Operating Procedures: Include the following, as applicable:
1. Startup procedures.
2. Equipment or system break-in procedures.
3. Routine and normal operating instructions.
4. Regulation and control procedures.
5. Instructions on stopping.
6. Normal shutdown instructions.
7. Seasonal and weekend operating instructions.
8. Required sequences for electric or electronic systems.
9. Special operating instructions and procedures.
D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed.
E. Piped Systems: Diagram piping as installed, and identify color-coding where required for identification.
2.4 PRODUCT MAINTENANCE MANUALS
A. Content: Organize manual into a separate section for each product, material, and finish. Include source
information, product information, maintenance procedures, repair materials and sources, and warranties
and bonds, as described below.
B. Source Information: List each product included in manual, identified by product name and arranged to
match manual's table of contents. For each product, list name, address, and telephone number of Installer
or supplier and maintenance service agent, and cross-reference Specification Section number and title in
Project Manual.
C. Product Information: Include the following, as applicable:
359 DESIGN CHAMONIX - VAIL
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OPERATION AND MAINTENANCE DATA 017823 - 4
1. Product name and model number.
2. Manufacturer's name.
3. Color, pattern, and texture.
4. Material and chemical composition.
5. Reordering information for specially manufactured products.
D. Maintenance Procedures: Include manufacturer's written recommendations and the following:
1. Inspection procedures.
2. Types of cleaning agents to be used and methods of cleaning.
3. List of cleaning agents and methods of cleaning detrimental to product.
4. Schedule for routine cleaning and maintenance.
5. Repair instructions.
E. Repair Materials and Sources: Include lists of materials and local sources of materials and related
services.
F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions
that would affect validity of warranties or bonds.
2.5 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS
A. Content: For each system, subsystem, and piece of equipment not part of a system, include source
information, manufacturers' maintenance documentation, maintenance procedures, maintenance and
service schedules, spare parts list and source information, maintenance service contracts, and warranty
and bond information, as described below.
B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified
by product name and arranged to match manual's table of contents. For each product, list name, address,
and telephone number of Installer or supplier and maintenance service agent, and cross-reference
Specification Section number and title in Project Manual.
C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the
following information for each component part or piece of equipment:
1. Standard maintenance instructions and bulletins.
2. Drawings, diagrams, and instructions required for maintenance, including disassembly and
component removal, replacement, and assembly.
3. Identification and nomenclature of parts and components.
4. List of items recommended to be stocked as spare parts.
D. Maintenance Procedures: Include the following information and items that detail essential maintenance
procedures:
1. Test and inspection instructions.
2. Troubleshooting guide.
3. Precautions against improper maintenance.
4. Disassembly; component removal, repair, and replacement; and reassembly instructions.
5. Aligning, adjusting, and checking instructions.
6. Demonstration and training video recording, if available.
E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required
lubricants for equipment, and separate schedules for preventive and routine maintenance and service with
standard time allotment.
F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts
identified and cross-referenced to manufacturers' maintenance documentation and local sources of
maintenance materials and related services.
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OPERATION AND MAINTENANCE DATA 017823 - 5
G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone
number of service agent.
H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions
that would affect validity of warranties or bonds.
PART 3 - EXECUTION
3.1 MANUAL PREPARATION
A. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by
emergency personnel and by Owner's operating personnel for types of emergencies indicated.
B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and
maintenance of each product, material, and finish incorporated into the Work.
C. 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.
D. 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.
E. 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.
Coordinate these drawings with information contained in record Drawings to ensure correct illustration of
completed installation.
F. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and
maintenance documentation.
END OF SECTION 017823
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
PROJECT RECORD DOCUMENTS 017839 - 1
SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for project record documents, including the
following:
1. Record Drawings.
2. Record Specifications.
3. Record Product Data.
B. Related Requirements:
1. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual
requirements.
1.2 CLOSEOUT SUBMITTALS
A. Record Drawings: Number of Copies: Submit one set of marked-up record prints and one PDF electronic
file of scanned record prints
B. Record Specifications: Submit one paper copy and one annotated PDF electronic file of Project's
Specifications, including addenda and contract modifications.
C. Record Product Data: Submit one annotated PDF electronic file and directories of each submittal.
PART 2 - PRODUCTS
2.1 RECORD DRAWINGS
A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings,
incorporating new and revised Drawings as modifications are issued.
1. Preparation: Mark record prints to show the actual installation where installation varies from that
shown originally. Require individual or entity who obtained record data, whether individual or
entity is Installer, subcontractor, or similar entity, to provide information for preparation of
corresponding marked-up record prints.
a. Give particular attention to information on concealed elements that would be difficult to
identify or measure and record later.
b. Record data as soon as possible after obtaining it.
c. Record and check the markup before enclosing concealed installations.
2. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel
proficient at recording graphic information in production of marked-up record prints.
3. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between
changes for different categories of the Work at same location.
4. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and
similar identification, where applicable.
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, as follows:
1. Format: Annotated PDF electronic file.
2. Incorporate changes and additional information previously marked on record prints. Delete,
redraw, and add details and notations where applicable.
3. Refer instances of uncertainty to Architect for resolution.
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PROJECT RECORD DOCUMENTS 017839 - 2
4. Architect will furnish Contractor one set of digital data files of the Contract Drawings for use in
recording information.
C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD
DRAWING" in a prominent location.
1. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets.
Bind each set with durable paper cover sheets. Include identification on cover sheets.
2. Format: Annotated PDF electronic file with comment function enabled.
3. Record Digital Data Files: Organize digital data information into separate electronic files that
correspond to each sheet of the Contract Drawings. Name each file with the sheet identification.
Include identification in each digital data file.
4. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Architect.
e. Name of Contractor.
2.2 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from
that indicated in Specifications, addenda, and contract modifications.
1. Give particular attention to information on concealed products and installations that cannot be
readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and equipment
furnished, including substitutions and product options selected.
3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a
record of selections made.
4. Note related Change Orders, record Product Data, and record Drawings where applicable.
B. Format: Submit record Specifications as annotated PDF electronic file and paper copy or scanned PDF
electronic file(s) of marked-up paper copy of Specifications.
2.3 RECORD PRODUCT DATA
A. Preparation: Mark Product Data to indicate the actual product installation where installation varies
substantially from that indicated in Product Data submittal.
1. Give particular attention to information on concealed products and installations that cannot be
readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in manufacturer's
written instructions for installation.
3. Note related Change Orders, record Specifications, and record Drawings where applicable.
B. Format: Submit record Product Data as annotated PDF electronic file and paper copy or scanned PDF
electronic file(s) of marked-up paper copy of Product Data.
2.4 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record
keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous
records and identify each, ready for continued use and reference.
B. Format: Submit miscellaneous record submittals as annotated PDF electronic file and paper copy or
scanned PDF electronic file(s) of marked-up miscellaneous record submittals.
359 DESIGN CHAMONIX - VAIL
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PROJECT RECORD DOCUMENTS 017839 - 3
PART 3 - EXECUTION
3.1 RECORDING AND MAINTENANCE
A. Recording: Maintain one copy of each submittal during the construction period for project record
document purposes. Post changes and revisions to project record documents as they occur; do not wait
until end of Project.
B. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office
apart from the Contract Documents used for construction. Do not use project record documents for
construction purposes. Maintain record documents in good order and in a clean, dry, legible condition,
protected from deterioration and loss. Provide access to project record documents for Architect's
reference during normal working hours.
END OF SECTION 017839
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
DEMONSTRATION AND TRAINING 017900 - 1
SECTION 017900 - DEMONSTRATION AND TRAINING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for instructing Owner's personnel, including
the following:
1. Demonstration of operation of systems, subsystems, and equipment.
2. Training in operation and maintenance of systems, subsystems, and equipment.
3. Demonstration and training video recordings.
1.2 INFORMATIONAL SUBMITTALS
A. Instruction Program: Submit outline of instructional program for demonstration and training, including a
list of training modules and a schedule of proposed dates, times, length of instruction time, and
instructors' names for each training module. Include learning objective and outline for each training
module.
1. Indicate proposed training modules using manufacturer-produced demonstration and training
video recordings for systems, equipment, and products in lieu of video recording of live
instructional module.
1.3 CLOSEOUT SUBMITTALS
A. Demonstration and Training Video Recordings: Submit two copies within seven days of end of each
training module.
1. At completion of training, submit complete training manual(s) for Owner's use in PDF electronic
file format on compact disc.
1.4 QUALITY ASSURANCE
A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance
personnel in a training program similar in content and extent to that indicated for this Project, and whose
work has resulted in training or education with a record of successful learning performance.
B. Instructor Qualifications: A factory-authorized service representative, complying with requirements in
Section 014000 "Quality Requirements," experienced in operation and maintenance procedures and
training.
C. Preinstruction Conference: Conduct conference at Project site to comply with requirements in
Section 013100 "Project Management and Coordination." Review methods and procedures related to
demonstration and training.
1.5 COORDINATION
A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize
disrupting Owner's operations and to ensure availability of Owner's personnel.
B. Coordinate content of training modules with content of approved emergency, operation, and maintenance
manuals. Do not submit instruction program until operation and maintenance data has been reviewed and
approved by Architect.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
DEMONSTRATION AND TRAINING 017900 - 2
PART 2 - PRODUCTS
2.1 INSTRUCTION PROGRAM
A. Program Structure: Develop an instruction program that includes individual training modules for each
system and for equipment not part of a system.
B. Training Modules: Develop a learning objective and teaching outline for each module. Include a
description of specific skills and knowledge that participant is expected to master. For each module,
include instruction for the following as applicable to the system, equipment, or component:
1. Basis of System Design, Operational Requirements, and Criteria: Include the following:
a. System, subsystem, and equipment descriptions.
b. Performance and design criteria if Contractor is delegated design responsibility.
c. Operating standards.
d. Regulatory requirements.
e. Equipment function.
f. Operating characteristics.
g. Limiting conditions.
h. Performance curves.
2. Documentation: Review the following items in detail:
a. Emergency manuals.
b. Operations manuals.
c. Maintenance manuals.
d. Project record documents.
e. Identification systems.
f. Warranties and bonds.
g. Maintenance service agreements and similar continuing commitments.
3. Emergencies: Include the following, as applicable:
a. Instructions on meaning of warnings, trouble indications, and error messages.
b. Instructions on stopping.
c. Shutdown instructions for each type of emergency.
d. Operating instructions for conditions outside of normal operating limits.
e. Sequences for electric or electronic systems.
f. Special operating instructions and procedures.
4. Operations: Include the following, as applicable:
a. Startup procedures.
b. Equipment or system break-in procedures.
c. Routine and normal operating instructions.
d. Regulation and control procedures.
e. Control sequences.
f. Safety procedures.
g. Instructions on stopping.
h. Normal shutdown instructions.
i. Operating procedures for emergencies.
j. Operating procedures for system, subsystem, or equipment failure.
k. Seasonal and weekend operating instructions.
l. Required sequences for electric or electronic systems.
m. Special operating instructions and procedures.
5. Adjustments: Include the following:
a. Alignments.
b. Checking adjustments.
c. Noise and vibration adjustments.
d. Economy and efficiency adjustments.
6. Troubleshooting: Include the following:
a. Diagnostic instructions.
b. Test and inspection procedures.
359 DESIGN CHAMONIX - VAIL
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DEMONSTRATION AND TRAINING 017900 - 3
7. Maintenance: Include the following:
a. Inspection procedures.
b. Types of cleaning agents to be used and methods of cleaning.
c. List of cleaning agents and methods of cleaning detrimental to product.
d. Procedures for routine cleaning
e. Procedures for preventive maintenance.
f. Procedures for routine maintenance.
g. Instruction on use of special tools.
8. Repairs: Include the following:
a. Diagnosis instructions.
b. Repair instructions.
c. Disassembly; component removal, repair, and replacement; and reassembly instructions.
d. Instructions for identifying parts and components.
e. Review of spare parts needed for operation and maintenance.
PART 3 - EXECUTION
3.1 PREPARATION
A. Assemble educational materials necessary for instruction, including documentation and training module.
Assemble training modules into a training manual organized in coordination with requirements in
Section 017823 "Operation and Maintenance Data."
3.2 INSTRUCTION
A. Facilitator: Engage a qualified team to prepare instruction program and training modules, to coordinate
instructors, and to coordinate between Contractor and Owner for number of participants, instruction
times, and location.
B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems,
subsystems, and equipment not part of a system.
1. Architect will furnish an instructor to describe basis of system design, operational requirements,
criteria, and regulatory requirements.
2. Owner will furnish an instructor to describe Owner's operational philosophy.
3. Owner will furnish Contractor with names and positions of participants.
C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal
operation, provide similar instruction at start of each season.
1. Schedule training with Owner with at least seven days' advance notice.
D. Training Location and Reference Material: Conduct training on-site in the completed and fully
operational facility using the actual equipment in-place. Conduct training using final operation and
maintenance data submittals.
E. Evaluation: At conclusion of each training module, assess and document each participant's mastery of
module by use of a demonstration performance-based test.
3.3 DEMONSTRATION AND TRAINING VIDEO RECORDINGS
A. Video Recording Format: Provide high-quality color video recordings with menu navigation in format
acceptable to Architect.
END OF SECTION 017900
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
METAL FABRICATIONS 055000 - 1
SECTION 055000 - METAL FABRICATIONS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Miscellaneous steel framing and supports.
2. Steel framing and supports for overhead doors.
3. Steel framing and supports for countertops.
4. Loose bearing and leveling plates.
5. Steel pipe columns for supporting wood frame construction.
6. Corrugated, galvanized steel window well.
7. Galvanized metal ladders welded to window well.
8. Steel framing and supports for mechanical and electrical equipment.
A. Related Sections:
1. Division 03 Section "Cast-in-Place Concrete" for installing anchor bolts, steel pipe sleeves,
slotted-channel inserts, wedge-type inserts, and other items cast into concrete.
2. Division 07 Section "Sheet Metal Roofing" for installing exterior canopy on metal framing
supports.
1.3 PERFORMANCE REQUIREMENTS
A. Structural Performance of Ladders: Provide ladders capable of withstanding the effects of loads and
stresses within limits and under conditions specified in ANSI A14.3.
B. Thermal Movements: Provide exterior metal fabrications that allow for thermal movements resulting
from the following maximum change (range) in ambient and surface temperatures by preventing
buckling, opening of joints, overstressing of components, failure of connections, and other detrimental
effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and
nighttime-sky heat loss.
1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
surfaces.
1.4 SUBMITTALS
A. Product Data: For the following:
9. Paint products.
10. Grout.
B. Shop Drawings: Show fabrication and installation details for metal fabrications.
1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show
anchorage and accessory items.
2. Provide templates for anchors and bolts specified for installation under other Sections.
3. For installed products indicated to comply with design loads, include structural analysis data
signed and sealed by the qualified professional engineer responsible for their preparation.
C. Mill Certificates: Signed by manufacturers of stainless-steel sheet certifying that products furnished
comply with requirements.
D. Welding certificates.
359 DESIGN CHAMONIX - VAIL
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METAL FABRICATIONS 055000 - 2
E. Qualification Data: For professional engineer.
F. Delegated-Design Submittal: For installed products indicated to comply with performance requirements
and design criteria, including analysis data signed and sealed by the qualified professional engineer
responsible for their preparation.
1.5 QUALITY ASSURANCE
A. Fabricator Qualifications: A firm experienced in producing metal fabrications similar to those indicated
for this Project and with a record of successful in-service performance, as well as sufficient production
capacity to produce required units.
B. Welding: Qualify procedures and personnel according to the following:
1. AWS D1.1, "Structural Welding Code--Steel."
2. AWS D1.3, "Structural Welding Code--Sheet Steel."
1.6 PROJECT CONDITIONS
A. Field Measurements: Where metal fabrications are indicated to fit walls and other construction, verify
dimensions by field measurements before fabrication and indicate measurements on Shop Drawings.
Coordinate fabrication schedule with construction progress to avoid delaying the Work.
1. Established Dimensions: Where field measurements cannot be made without delaying the Work,
establish dimensions and proceed with fabricating metal fabrications without field measurements.
Coordinate construction to ensure that actual dimensions correspond to established dimensions.
Allow for trimming and fitting.
1.7 COORDINATION
A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and
directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with
integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in
time for installation.
PART 2 - PRODUCTS
2.1 METALS, GENERAL
A. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise indicated. For
metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller
marks, rolled trade names, or blemishes.
2.2 FERROUS METALS
A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
B. Stainless-Steel Sheet, Strip, and Plate: ASTM A 240/A 240M or ASTM A 666, Type 304.
C. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M
or ASTM A 283/A 283M, Grade C or D.
D. Galvanized-Steel Sheet: ASTM A 653/A 653M, G90 (Z275) coating, either commercial steel, Type B, or
structural steel, Grade 33 (Grade 230), unless another grade is required by design loads.
E. Steel Tubing: ASTM A 500, cold-formed steel tubing.
F. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is indicated or
required by structural loads.
359 DESIGN CHAMONIX - VAIL
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METAL FABRICATIONS 055000 - 3
G. Slotted Channel Framing: Cold-formed metal channels with continuous slot complying with MFMA-3.
1. Size of Channels: 1-5/8 by 1-5/8 inches (41 by 41 mm).
2. Material: Galvanized steel complying with ASTM A 653/A 653M, commercial steel, Type B,
0.079-inch (2-mm) nominal thickness.
H. Cast Iron: Either gray iron, ASTM A 48/A 48M, or malleable iron, ASTM A 47/A 47M.
2.3 NONFERROUS METALS
A. Aluminum Plate and Sheet: ASTM B 209 (ASTM B 209M), Alloy 6061-T6.
B. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), Alloy 6063-T6.
C. Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M, Alloy 6061-T6.
D. Aluminum Castings: ASTM B 26/B 26M, Alloy 443.0-F.
2.4 FASTENERS
A. General: Unless otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use and zinc-
plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, at exterior walls. Provide
stainless-steel fasteners for fastening aluminum. Select fasteners for type, grade, and class required.
B. Steel Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A (ASTM F 568M, Property
Class 4.6); with hex nuts, ASTM A 563 (ASTM A 563M); and, where indicated, flat washers.
C. Anchor Bolts: ASTM F 1554, Grade 36.
1. Provide hot-dip or mechanically deposited, zinc-coated anchor bolts where item being fastened is
indicated to be galvanized.
D. Eyebolts: ASTM A 489.
E. Machine Screws: ASME B18.6.3 (ASME B18.6.7M).
F. Lag Bolts: ASME B18.2.1 (ASME B18.2.3.8M).
G. Wood Screws: Flat head, ASME B18.6.1.
H. Plain Washers: Round, ASME B18.22.1 (ASME B18.22M).
I. Lock Washers: Helical, spring type, ASME B18.21.1 (ASME B18.21.2M).
J. Cast-in-Place Anchors in Concrete: Anchors capable of sustaining, without failure, a load equal to four
times the load imposed, as determined by testing according to ASTM E 488, conducted by a qualified
independent testing agency.
1. Threaded or wedge type; galvanized ferrous castings, either ASTM A 47/A 47M malleable iron or
ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, hot-dip galvanized
per ASTM A 153/A 153M.
K. Expansion Anchors: Anchor bolt and sleeve assembly with capability to sustain, without failure, a load
equal to six times the load imposed when installed in unit masonry and four times the load imposed when
installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified
independent testing agency.
1. Material for Anchors in Interior Locations: Carbon-steel components zinc-plated to comply with
ASTM B 633, Class Fe/Zn 5.
2. Material for Anchors in Exterior Locations: Alloy Group 1 (A1) stainless-steel bolts complying
with ASTM F 593 (ASTM F 738M) and nuts complying with ASTM F 594 (ASTM F 836M).
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
METAL FABRICATIONS 055000 - 4
2.5 MISCELLANEOUS MATERIALS
A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
B. Shop Primers: Provide primers that comply with Division 9 painting Sections.
C. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with
SSPC-Paint 20.
D. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.
E. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout
complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior
and exterior applications.
F. Concrete Materials and Properties: Comply with requirements in Division 3 Section "Cast-in-Place
Concrete" for normal-weight, air-entrained, ready-mix concrete with a minimum 28-day compressive
strength of 3000 psi (20 MPa), unless otherwise indicated.
2.6 FABRICATION, GENERAL
A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as
necessary for shipping and handling limitations. Use connections that maintain structural value of joined
pieces. Clearly mark units for reassembly and coordinated installation.
B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of
approximately 1/32 inch (1 mm), unless otherwise indicated. Remove sharp or rough areas on exposed
surfaces.
C. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise
impairing work.
D. Form exposed work true to line and level with accurate angles and surfaces and straight edges.
E. Weld corners and seams continuously to comply with the following:
1. Use materials and methods that minimize distortion and develop strength and corrosion resistance
of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness
shows after finishing and contour of welded surface matches that of adjacent surface.
F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where
possible. Where exposed fasteners are required, use Phillips flat-head (countersunk) screws or bolts,
unless otherwise indicated. Locate joints where least conspicuous.
G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water.
Provide weep holes where water may accumulate.
H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar
items.
I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices
to secure metal fabrications rigidly in place and to support indicated loads.
1. Where units are indicated to be cast into concrete or built into masonry, equip with integrally
welded steel strap anchors, 1/8 by 1-1/2 inches (3.2 by 38 mm), with a minimum 6-inch (150-mm)
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
METAL FABRICATIONS 055000 - 5
embedment and 2-inch (50-mm) hook, not less than 8 inches (200 mm) from ends and corners of
units and 24 inches (600 mm) o.c., unless otherwise indicated.
2.7 MISCELLANEOUS FRAMING AND SUPPORTS
A. General: Provide steel framing and supports not specified in other Sections as needed to complete the
Work.
B. Fabricate units from steel shapes, plates, and bars of welded construction, unless otherwise indicated.
Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction
retained by framing and supports. Cut, drill, and tap units to receive hardware, hangers, and similar
items.
1. Fabricate units from slotted channel framing where indicated.
2. Furnish inserts if units are installed after concrete is placed.
C. Galvanize miscellaneous framing and supports where indicated.
D. Prime miscellaneous framing and supports with zinc-rich primer where indicated.
2.8 LOOSE BEARING AND LEVELING PLATES
A. Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction.
Drill plates to receive anchor bolts and for grouting.
B. Galvanize plates after fabrication.
2.9 STEEL WELD PLATES AND ANGLES
A. Provide steel weld plates and angles not specified in other Sections, for items supported from concrete
construction as needed to complete the Work. Provide each unit with no fewer than two integrally
welded steel strap anchors for embedding in concrete.
2.10 METAL LADDERS
A. General:
1. Comply with ANSI A14.3 unless otherwise indicated.
B. Steel Ladders:
1. Space siderails 16 inches apart unless otherwise indicated.
2. Siderails: Continuous, 3/8-by-2-1/2-inch steel flat bars, with eased edges.
3. Rungs: 3/4-inch-square steel bars.
4. Fit rungs in centerline of siderails; plug-weld and grind smooth on outer rail faces.
5. Support each ladder at top and bottom and not more than 60 inches (1500 mm) o.c. with welded or
bolted steel brackets.
6. Galvanize exterior ladders, including brackets and fasteners.
2.11 MISCELLANEOUS STEEL TRIM
A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown with
continuously welded joints and smooth exposed edges. Miter corners and use concealed field splices
where possible.
B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other
work.
1. Provide with integrally welded steel strap anchors for embedding in concrete or masonry
construction.
359 DESIGN CHAMONIX - VAIL
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METAL FABRICATIONS 055000 - 6
C. Galvanize exterior miscellaneous steel trim and interior miscellaneous steel trim, where indicated.
2.12 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B. Finish metal fabrications after assembly.
2.13 STEEL AND IRON FINISHES
A. Galvanizing: Hot-dip galvanize items as indicated to comply with applicable standard listed below:
1. ASTM A 123/A 123M, for galvanizing steel and iron products.
2. ASTM A 153/A 153M, for galvanizing steel and iron hardware.
B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with minimum
requirements indicated below for SSPC surface preparation specifications and environmental exposure
conditions of installed metal fabrications:
1. Exteriors (SSPC Zone 1B) and Items Indicated to Receive Zinc-Rich Primer: SSPC-SP 6/NACE
No. 3, "Commercial Blast Cleaning."
2. Interiors (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning."
C. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except those with
galvanized finishes and those to be embedded in concrete, sprayed-on fireproofing, or masonry, unless
otherwise indicated. Comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and
Maintenance Painting of Steel," for shop painting.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal
fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and
surfaces level, plumb, true, and free of rack; and measured from established lines and levels.
B. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be
left as exposed joints but cannot be shop welded because of shipping size limitations. 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. Field Welding: Comply with the following requirements:
1. Use materials and methods that minimize distortion and develop strength and corrosion resistance
of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness
shows after finishing and contour of welded surface matches that of adjacent surface.
D. Fastening to In-Place Construction: Provide anchorage devices and fasteners where metal fabrications
are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and
masonry inserts, toggle bolts, through bolts, lag bolts, wood screws, and other connectors.
E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry,
or similar construction.
F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout,
concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint.
359 DESIGN CHAMONIX - VAIL
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METAL FABRICATIONS 055000 - 7
3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS
A. General: Install framing and supports to comply with requirements of items being supported, including
manufacturers' written instructions and requirements indicated on Shop Drawings.
B. Anchor supports for operable partitions securely to and rigidly brace from building structure.
C. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure girders with
anchor bolts embedded in grouted masonry or concrete or with bolts through top plates of pipe columns.
1. Where grout space under bearing plates is indicated for girders supported on concrete or masonry,
install as specified in "Installing Bearing and Leveling Plates" Article.
3.3 INSTALLING BEARING AND LEVELING PLATES
A. Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to improve bond
to surfaces. Clean bottom surface of plates.
B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been
positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off
flush with edge of bearing plate before packing with grout.
1. Use nonshrink grout, either metallic or nonmetallic, in concealed locations where not exposed to
moisture; use nonshrink, nonmetallic grout in exposed locations, unless otherwise indicated.
2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain.
3.4 ADJUSTING AND CLEANING
A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas.
Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-
PA 1 for touching up shop-painted surfaces.
1. Apply by brush or spray to provide a minimum 2.0-mil (0.05-mm) dry film thickness.
B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to
comply with ASTM A780.
END OF SECTION 055000
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
COLD FLUID-APPLIED WATERPROOFING 071416 - 1
SECTION 071416 - COLD FLUID-APPLIED WATERPROOFING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes single-component polyurethane waterproofing for vertical applications where
waterproofing is required. Includes the following:
1. Cold fluid-applied waterproofing.
2. Insulation.
3. Protection course.
B. Related Section:
1. Division 07 Section "Joint Sealants" for joint-sealant materials and installation.
1.3 SUBMITTALS
A. Product Data: Include manufacturer's written instructions for evaluating, preparing, and treating
substrate, technical data, and tested physical and performance properties of waterproofing.
B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and
cracks, sheet flashings, penetrations, inside and outside corners, tie-ins with adjoining waterproofing, and
other termination conditions.
C. Product test reports.
D. Qualification Data: For Installer.
E. Product Test Reports: For waterproofing, based on evaluation of comprehensive tests performed by a
qualified testing agency.
F. Field quality-control reports.
G. Warranty: Sample of special warranty.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer, approved by manufacturer to install manufacturer's
products.
B. Inspection: Owner to engage a licensed professional inspector to validate Contractor’s installation of
foundation waterproofing, including connections to subdrainage and sump systems on all buildings under
this Contract.
C. Preinstallation Conference: Conduct conference at Project site.
1. Review waterproofing requirements including surface preparation, substrate condition and
pretreatment, minimum curing period, forecasted weather conditions, special details and flashings,
installation procedures, testing and inspection procedures, and protection and repairs.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
COLD FLUID-APPLIED WATERPROOFING 071416 - 2
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver liquid materials to Project site in original containers with seals unbroken, labeled with
manufacturer's name, product brand name and type, date of manufacture, shelf life, and directions for
storing and mixing with other components.
B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within
the temperature range required by waterproofing manufacturer.
C. Remove and replace liquid materials that cannot be applied within their stated shelf life.
D. Protect stored materials from direct sunlight.
1.6 PROJECT CONDITIONS
A. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures
recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or wet substrate,
when relative humidity exceeds 85 percent, or when temperatures are less than 5 deg F (3 deg C) above
dew point.
1. Do not apply waterproofing in snow, rain, fog or mist, or when such weather conditions are
imminent during application and curing period.
B. Maintain adequate ventilation during application and curing of waterproofing materials.
1.7 WARRANTY
A. Special Manufacturer's Warranty: Manufacturer's standard form in which waterproofing
manufacturer and Installer agree to repair or replace waterproofing that does not comply with
requirements or that fails to remain watertight within specified warranty period.
1. Warranty does not include failure of waterproofing due to failure of substrate prepared and treated
according to requirements or formation of new joints and cracks in substrate that exceed 1/16 inch
(1.6 mm) in width.
2. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 SINGLE-COMPONENT POLYURETHANE WATERPROOFING
A. Single-Component, Modified Polyurethane Waterproofing: Comply with ASTM C 836 and with
manufacturer's written physical requirements.
1. Products: Subject to compliance with requirements, products that may be incorporated into the
Work include, but are not limited to, the following:
a. Anti-Hydro International, Inc.; A-H Seamless Membrane.
b. Carlisle Corporation, Carlisle Coatings & Waterproofing Div.; CCW-525.
c. Karnak Corporation; One-Kote System.
d. Miradri, T. C.; Miraseal.
e. Sonneborne, Div. of ChemRex Inc.; HLM 5000.
2.2 INSULATION
A. Geotextile-Faced, Wall Insulation Drainage Panels: Extruded-polystyrene board insulation complying
with ASTM C 578, Type VI, 40-psi (276-kPa) minimum compressive strength; fabricated with tongue-
and-groove edges and with one side having grooved drainage channels faced with a nonwoven-geotextile
filter fabric.
1. Products: Subject to compliance with requirements, provide one of the following:
a. Owens Corning; Insul-Drain.
b. T. Clear Corporation; Thermadry 1250.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
COLD FLUID-APPLIED WATERPROOFING 071416 - 3
2.3 GROUND PROTECTION COURSE
A. Protection Course: ASTM D 6506, semirigid sheets of fiberglass or mineral-reinforced-asphaltic core,
pressure laminated between two asphalt-saturated fibrous liners and as follows:
1. Basis of Manufacturer: NUDO®.
2. Basis of Design Product: GroundBreaker™.
3. Thickness: 1/8 inch (3 mm), nominal, for vertical applications; 1/4 inch (6 mm), nominal,
elsewhere.
4. Adhesive: Rubber-based solvent type recommended by waterproofing manufacturer for type of
ground protection course.
2.4 AUXILIARY MATERIALS
A. General: Provide auxiliary materials recommended by manufacturer to be compatible with one another
and with waterproofing, as demonstrated by waterproofing manufacturer, based on testing and field
experience.
B. Primer: Manufacturer's standard, factory-formulated polyurethane or epoxy primer.
C. Sheet Flashing: 50-mil- (1.3-mm-) minimum, nonstaining, uncured sheet neoprene.
1. Adhesive: Manufacturer's recommended contact adhesive.
D. Membrane-Reinforcing Fabric: Nonwoven, needle-punched white polyester fabric, manufacturer's
standard weight.
E. Joint Reinforcing Strip: Manufacturer's recommended fiberglass mesh or polyester fabric.
F. Joint Sealant: Multicomponent polyurethane sealant, compatible with waterproofing, complying with
ASTM C 920 Type M, Class 25; Grade NS for sloping and vertical applications or Grade P for deck
applications; Use NT exposure; and as recommended by manufacturer for substrate and joint conditions.
1. Backer Rod: Closed-cell polyethylene foam.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and
other conditions affecting performance.
1. Verify that concrete has cured and aged for minimum time period recommended by waterproofing
manufacturer.
2. Verify that substrate is visibly dry and free of moisture. Test for capillary moisture by plastic
sheet method according to ASTM D 4263.
3. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 SURFACE PREPARATION
A. Clean and prepare substrate according to manufacturer's written recommendations. Provide clean, dust-
free, and dry substrate for waterproofing application.
B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage or overspray affecting other
construction.
C. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing
fluids.
D. Remove grease, oil, bitumen, form-release agents, paints, curing compounds, acid residues, and other
penetrating contaminants or film-forming coatings from concrete.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
COLD FLUID-APPLIED WATERPROOFING 071416 - 4
1. Abrasive blast clean concrete surfaces uniformly to expose top surface of fine aggregate according
to ASTM D 4259 with a self-contained, recirculating, blast-cleaning apparatus. Remove material
to provide a sound surface free of laitance, glaze, efflorescence, curing compounds, concrete
hardeners, or form-release agents. Remove remaining loose material and clean surfaces according
to ASTM D 4258.
E. Remove fins, ridges, and other projections and fill honeycomb, aggregate pockets, and other voids.
3.3 PREPARATION AT TERMINATIONS AND PENETRATIONS
A. Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing and at
expansion joints, drains, and sleeves according to ASTM C 898 and manufacturer's written instructions.
B. Prime substrate unless otherwise instructed by waterproofing manufacturer.
C. Apply waterproofing in two separate applications, and embed a joint reinforcing strip in the first
preparation coat when recommended by waterproofing manufacturer.
1. Provide sealant cants around penetrations and at inside corners of deck-to-wall butt joints when
recommended by waterproofing manufacturer.
3.4 JOINT AND CRACK TREATMENT
A. Prepare, treat, rout, and fill joints and cracks in substrate according to ASTM C 898 and waterproofing
manufacturer's written instructions. Remove dust and dirt from joints and cracks, complying with
ASTM D 4258, before coating surfaces.
1. Comply with ASTM C 1193 for joint-sealant installation.
2. Apply bond breaker between sealant and preparation strip.
3. Prime substrate and apply a single thickness of preparation strip extending a minimum of 3 inches
(75 mm) along each side of joint. Apply waterproofing in two separate applications and embed a
joint reinforcing strip in the first preparation coat.
B. Install sheet flashing and bond to deck and wall substrates where indicated or required according to
waterproofing manufacturer's written instructions.
1. Extend sheet flashings onto perpendicular surfaces and other work penetrating substrate according
to ASTM C 898.
3.5 WATERPROOFING APPLICATION
A. Apply waterproofing according to ASTM C 898 and manufacturer's written instructions.
B. Start installing waterproofing in presence of manufacturer's technical representative.
C. Apply primer over prepared substrate.
D. Reinforced Waterproofing Applications: Mix materials and apply waterproofing by roller, notched
squeegee, trowel, or other suitable application method.
1. Apply first coat of waterproofing, embed membrane-reinforcing fabric, and apply second coat of
waterproofing to completely saturate reinforcing fabric and to obtain a seamless reinforced
membrane free of entrapped gases, with an average dry film total thickness of 70 mils (1.8 mm).
2. Apply reinforced waterproofing to prepared wall terminations and vertical surfaces.
3. Verify wet film thickness of waterproofing every 100 sq. ft. (9.3 sq. m).
E. Install protection course with butted joints over nominally cured membrane before starting subsequent
construction operations.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
COLD FLUID-APPLIED WATERPROOFING 071416 - 5
3.6 TESTING AND INSPECTION
A. Inspection: Owner to engage a licensed professional inspector to validate Contractor’s installation of
foundation waterproofing, including connections to subdrainage and sump systems on all buildings under
this Contract.
3.7 CURING, PROTECTING, AND CLEANING
A. Cure waterproofing according to manufacturer's written recommendations, taking care to prevent
contamination and damage during application stages and curing.
B. Protect waterproofing from damage and wear during remainder of construction period.
C. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended
by manufacturer of affected construction.
END OF SECTION 071416
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
THERMAL INSULATION 072100 - 1
SECTION 072100 - THERMAL INSULATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Perimeter insulation under slabs-on-grade.
2. Perimeter wall insulation (supporting backfill).
3. Concealed building insulation.
4. Loose-fill building insulation.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples for Verification: Full-size units for each type of exposed insulation indicated.
C. Product test reports.
D. Research/Evaluation Reports: For foam-plastic insulation.
1.4 QUALITY ASSURANCE
A. Fire-Test-Response Characteristics: Provide insulation and related materials with the fire-test-response
characteristics indicated, as determined by testing identical products per ASTM E 84 for surface-burning
characteristics and other methods indicated with product, by UL or another testing and inspecting agency
acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable
testing and inspecting agency.
PART 2 - PRODUCTS
2.1 FOAM-PLASTIC BOARD INSULATION
A. Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV, 1.60 lb/cu. ft. (26 kg/cu. m), with
maximum flame-spread and smoke-developed indexes of 75 and 450, respectively:
1. Manufacturers:
a. DiversiFoam Products.
b. Dow Chemical Company.
c. Owens Corning.
d. Pactiv Building Products Division.
2.2 GLASS-FIBER BLANKET INSULATION
A. Faced, Glass-Fiber Blanket Insulation: ASTM C 665, Type III (blankets with reflective membrane
facing), Class A (membrane-faced surface with a flame-spread index of 25 or less); Category 1
(membrane is a vapor barrier), faced with vapor-retarder membrane on 1 face.
1. Basis of Design Manufacturer: Johns Manville.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
THERMAL INSULATION 072100 - 2
2.3 LOOSE-FILL INSULATION
A. Cellulosic-Fiber Loose-Fill Insulation: ASTM C 739, chemically treated for flame-resistance,
processing, and handling characteristics.
2.4 SPRAY-APPLIED CELLULOSIC INSULATION
A. Self-Supported, Spray-Applied Cellulosic Insulation: ASTM C 1149, Type II (materials containing a dry
adhesive activated by water during installation; intended only for enclosed or covered applications)
chemically treated for flame-resistance, processing, and handling characteristics.
B. Refer to Section 072119 for additional information.
2.5 AUXILIARY INSULATING MATERIALS
A. Vapor-Retarder Tape: Pressure-sensitive tape of type recommended by insulation manufacturers for
sealing joints and penetrations in vapor-retarder facings.
B. Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed and sized to fit between
roof framing members and to provide cross ventilation between insulated attic spaces and vented eaves.
C. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation securely to
substrates indicated without damaging insulation and substrates.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements of Sections
in which substrates and related work are specified and for other conditions affecting performance.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrates of substances harmful to insulation or vapor retarders, including removing projections
capable of puncturing vapor retarders or of interfering with insulation attachment.
3.3 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to products and applications.
B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or
snow at any time.
C. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill voids with
insulation. Remove projections that interfere with placement.
D. Water-Piping Coordination: If water piping is located within insulated exterior walls, coordinate location
of piping to ensure that it is placed on warm side of insulation and insulation encapsulates piping.
E. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and
lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to
make up total thickness or to achieve R-value.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
THERMAL INSULATION 072100 - 3
3.4 INSTALLATION OF SLAB INSULATION
A. On vertical slab edge and foundation surfaces, set insulation units using manufacturer's recommended
adhesive according to manufacturer's written instructions.
1. If not otherwise indicated, extend insulation a minimum of 36 inches below exterior grade line.
B. On horizontal surfaces, loosely lay insulation units according to manufacturer's written instructions.
Stagger end joints and tightly abut insulation units.
1. If not otherwise indicated, extend insulation a minimum of 36 inches in from exterior walls.
3.5 INSTALLATION OF FOUNDATION WALL INSULATION
A. Butt panels together for tight fit.
B. Adhesive Installation: Install with adhesive or press into tacky waterproofing or dampproofing according
to manufacturer's written instructions.
3.6 INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION
A. Install mineral-fiber insulation in cavities formed by framing members according to the following
requirements:
1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than
one length is required to fill cavity, provide lengths that will produce a snug fit between ends.
2. Place insulation in cavities formed by framing members to produce a friction fit between edges of
insulation and adjoining framing members.
3. Maintain 3-inch (76-mm) clearance of insulation around recessed lighting fixtures.
4. Install eave ventilation troughs between roof framing members in insulated attic spaces at vented
eaves.
5. For wood-framed construction, install mineral-fiber blankets according to ASTM C 1320 and as
follows:
a. With faced blankets having stapling flanges, secure insulation by inset, stapling flanges to
sides of framing members.
b. With faced blankets having stapling flanges, lap blanket flange over flange of adjacent
blanket to maintain continuity of vapor retarder once finish material is installed over it.
B. Place loose-fill insulation into spaces indicated, by machine blowing, to comply with ASTM C 1015.
Level horizontal applications to uniform thickness as indicated, lightly settle to uniform density, but do
not compact excessively.
1. For cellulosic-fiber loose-fill insulation, comply with the Cellulose Insulation Manufacturers
Association's Special Report #3, "Standard Practice for Installing Cellulose Insulation."
C. Apply self-supported, spray-applied cellulosic insulation according to manufacturer's written instructions.
Do not apply insulation until installation of pipes, ducts, conduits, wiring, and electrical outlets in walls is
completed and windows, electrical boxes, and other items not indicated to receive insulation are masked.
After insulation is applied, make it flush with face of studs by using method recommended by insulation
manufacturer.
D. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to
prevent gaps in insulation using the following materials:
1. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions.
3.7 PROTECTION
A. Protect installed insulation from damage due to harmful weather exposures, physical abuse, and other
causes. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be
concealed and protected by permanent construction immediately after installation.
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
THERMAL INSULATION 072100 - 4
END OF SECTION 072100
359 DESIGN CHAMONIX - VAIL
DENVER, COLORADO VAIL, COLORADO
VAPOR RETARDERS 072600 - 1
SECTION 072600 - VAPOR RETARDERS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Polyethylene vapor retarders for underslab and crawlspace installation.
B. Related Requirements:
1. Section 033000 "Cast-in-Place Concrete".
2. Section 072100 "Thermal Insulation" for vapor retarders integral with insulation products.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1.3 INFORMATIONAL SUBMITTALS
A. Product test reports.
PART 2 - PRODUCTS
2.1 POLYETHYLENE VAPOR RETARDERS
A. Polyethylene Vapor Retarders: ASTM D 4397, 15-mil thick sheet, with maximum permeance rating of
0.1 perm.
1. Basis of Design Product: Stego Wrap Class A Vapor Retarder, 10 mil.
PART 3 - EXECUTION
3.1 INSTALLATION OF VAPOR RETARDERS UNDER SLABS
A. Install vapor retarders over prepared grade. Lap joints a minimum of 12 inches and seal with
manufacturer's recommended tape. Install second layer over pathways to equipment.
B. Extend vapor retarder over footings and seal to foundation wall or grade beam with manufacturer's
recommended tape.
1. Extend vapor retarder vertically minimum 6 inches above top of footing.
2. Vapor barrier must not be penetrated once installed, or penetrations must be sealed prior to
pouring the slab.
3. Slabs poured directly on top of vapor barrier.
4. No sand layer on top of vapor barrier.
C. Seal around penetrations such as utilities and columns in order to create a monolithic, airtight membrane
at grade surface, perimeter, and all vertical penetrations.
END OF SECTION 072600
SHANER LIFE SAFETY CHAMONIX - VAIL
FRISCO, COLORADO VAIL, COLORADO
FIRE PROTECTION SYSTEM 210300- 1
SECTION 210300—FIRE PROTECTION SYSTEM
PART 1 - GENERAL
1.1 PROJECT INCLUDES
A. Design and Install Sprinkler Systems:
1. Wet pipe automatic sprinkler system in accordance with NFPA 13D with special conditions per
Vail Fire & Emergency Services
1.2 RELATED DOCUMENTS
A. The General Conditions, Special Conditions and Contract Documents are a part of these Specifications.
Consult them for further instruction and be governed by the requirements thereunder.
1.3 REFERENCES
A. NFPA 13D - Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and
Manufactured Homes
B. Vail Fire and Emergency Services standards
1.4 SYSTEM DESCRIPTION
A. Provide a wet pipe residential fire protection system in each townhouse.
B. Each townhouse shall have a dedicated, standalone fire protection system initiating at the 1-1/2” water
line in the Utility Closet in the garage.
C. Project consists of modular construction. Fire protection contractor will be required to install piping in
the modular units at the home builder’s factory.
1.5 QUALITY ASSURANCE
A. Design and installation to conform to NFPA 13D with special conditions per Vail Fire & Emergency
Services. Refer to Fire Protection plans for conditions.
B. Equipment and Components: UL listed for specified used.
C. Specialist Firm: Company specializing in sprinkler systems with five years of experience.
D. The designer shall be registered with the State of Colorado as a Professional Engineer or Nicet Class IV
Engineering Technician. The plans shall bear that stamp.
E. Indicate hydraulic calculations, detailed pipe layout, hangers and supports, components and accessories.
F. Fire protection contractor shall remain consistent through all phases of the project including installation at
builder’s factory, connections at the project site in Vail and testing/inspection.
1.6 SUBMITTALS
A. Submit shop drawings and product data under provisions of Division 1.
B. Indicate hydraulic calculations, detailed pipe layout, hangers and supports, pipe materials used, jointing
methods, floor and wall penetration seals, valve data and ratings, components and accessories.
SHANER LIFE SAFETY CHAMONIX - VAIL
FRISCO, COLORADO VAIL, COLORADO
FIRE PROTECTION SYSTEM 210300- 2
C. Submit shop drawings, product data and hydraulic calculations to authority having jurisdiction for
approval. Submit proof of approval to Architect/Engineer.
D. Fire Protection Submittal shall bear the stamp of approval of the authority having jurisdiction. Project is
regulated by the State of Colorado and Town of Vail.
1.7 OPERATION AND MAINTENANCE DATA
A. Submit manufacturer's operation and maintenance data under provisions of Division 1.
B. Include written maintenance data on components of system, servicing requirements, and Record
Drawings.
PART 2 - PRODUCTS
2.1 PIPING
A. Pipe and Fittings Inside the Building
1. Piping materials; designed for 175 psi working pressure, conforming to ASTM specifications and
to have the manufacturer's name or brand, along with the applicable ASTM standard, marked on
each length of pipe.
2. Piping shall be steel, copper or Aquatherm Red Pipe. CPVC piping is not allowed.
3. Provide fittings, valves and other accessories compatible and consistent with piping material
selected.
4. Run piping in interior walls and conditioned floor/ceiling assemblies. Freeze protection shall be
achieved by routing piping in conditioned and heated spaces.
2.2 VALVES
A. Provide proper drain valves as required by NFPA 13D.
B. Provide valve connections to match pipe joints. Use valves of pipe size.
C. Provide shutoff valve in location acceptable to Vail Fire & Emergency Services.
2.3 SPRINKLER HEADS
A. Provide concealed sprinkler heads. Refer to typical unit plans for suggested sprinkler layout.
2.4 WATER FLOW INDICATORS
A. Provide water flow switch in each system.
2.5 PRESSURE GAUGES
A. Provide pressure gauges as required. U.L. Listed 4-1/2" dial type with a maximum limit of not less than
twice the normal working pressure.
2.6 VALVE SUPERVISION
A. Provide tamper switches on all control valves. Interface with fire alarm system. Coordinate with fire
alarm contractor for connection to fire alarm system..
SHANER LIFE SAFETY CHAMONIX - VAIL
FRISCO, COLORADO VAIL, COLORADO
FIRE PROTECTION SYSTEM 210300- 3
PART 3 - EXECUTION
3.1 PREPARATION
A. Coordinate work of this Section with other affected work.
B. Remove scale and foreign material, inside and outside, before assembly.
3.2 HYDRAULIC CALCULATIONS
A. The Fire Protection Contractor is responsible for proving the hydraulic validity of the system.
B. The Fire Protection Contractor shall prepare hydraulic calculations for the design of the system and
submit for approval. Submittals shall include but not be limited to:
1. Computer printout sheets or hand calculation sheets with all calculations.
2. Cross reference points of calculations both on the drawings and in the calculations by symbol or
number.
3.3 INSTALLATION - GENERAL
A. Coordinate modular installation with builder.
B. Make proper connections to modular construction at the project site in Vail.
C. Contractor shall be consistent throughout all phases of the project.
D. Install piping in interior walls to ensure freeze protection. Coordinate freeze protection with builder.
E. Contractor shall be factory trained for installation of Aquatherm Red Pipe if product is selected.
F. Coordinate sprinkler head layout with Architect prior to submission of drawings and hydraulic
calculations.
G. Center heads in one direction only in ceiling tile with location in other direction variable, dependent upon
spacing and coordination with ceiling elements.
H. Apply strippable tape or paper cover to ensure concealed sprinkler head cover plates do not receive field
paint finish.
I. Flush entire piping system of foreign matter.
J. Provide proper piping supports.
3.4 SYSTEM TEST & INSPECTIONS
A. Rough inspection shall be conducted by Vail Fire & Emergency Services at builder’s factory.
B. Connections to modular construction must be field inspected by Vail Fire & Emergency Services.
C. Hydrostatically test entire system at project site in Vail.
D. Test shall be witnessed by Authority Having Jurisdiction.
END OF SECTION 210300
SHANER LIFE SAFETY CHAMONIX - VAIL
FRISCO, COLORADO VAIL, COLORADO
RESIDENTIAL FIRE ALARM SYSTEM 283100 - 1
SECTION 283100 - RESIDENTIAL FIRE ALARM SYSTEM
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Residential fire alarm control panel
2. Smoke detectors
3. Carbon Monoxide detectors
4. Sprinkler supervision
5. Dialer/communicator
1.3 SYSTEM DESCRIPTION
A. UL Listed residential fire alarm to serve a single townhouse unit
B. Smoke and carbon monoxide detection throughout townhouse as required by Vail Fire & Emergency
Services
C. Occupant notification shall be through integral sounders. Devices shall be combination smoke/CO
detector with sounder or smoke detector with sounder.
D. Provide smoke detectors in each sleeping room, areas outside of sleeping rooms and at least one device
per floor.
E. Provide carbon monoxide detectors 25’ of fuel burning appliances/fireplaces and bedroom doors with at
least one device per floor. Refer to typical unit plans for device placement.
F. Monitor sprinkler waterflow and tamper switches.
G. Project consists of modular construction. Factory will provide junction boxes and wire pathways. Fire
alarm contractor will be responsible for wiring installation, device installation, terminations, trim out and
programming.
1.4 SUBMITTALS
A. General Submittal Requirements:
1. Submittals shall be reviewed by the project Fire Protection Engineer and Authority Having
Jurisdiction
2. Shop Drawings shall be prepared by persons with the following qualifications:
a. Trained and certified by manufacturer in fire alarm system design.
b. NICET certified fire alarm technician, Level 4 minimum.
B. Product Data: For each type of product indicated.
C. Shop Drawings: For fire alarm system. Include plans, elevations, sections, details, and attachments to
other work.
1. Comply with NFPA 72.
2. Include voltage drop calculations for notification appliance circuits.
SHANER LIFE SAFETY CHAMONIX - VAIL
FRISCO, COLORADO VAIL, COLORADO
RESIDENTIAL FIRE ALARM SYSTEM 283100 - 2
3. Include battery calculations.
4. Include a system riser diagram showing circuit types, wiring legend, device quantities and general
system configuration.
5. Include details of the fire alarm control panel and peripheral devices.
6. Include floor plans to show location of each device. Show size and route of cable and conduits.
D. Operation and Maintenance Data: For fire alarm systems and components to include in emergency,
operation, and maintenance manuals. In addition to items specified in Division 1 Section "Operation and
Maintenance Data include the following:
1. Comply with NFPA 72.
2. Record copy of site specific software.
3. Manufacturer's required maintenance related to system warranty requirements.
4. Abbreviated operating instructions for mounting at fire alarm control unit.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Personnel shall be trained and certified by manufacturer for installation of units
required for this Project. Installation shall be by personnel certified by NICET as fire alarm Level III
technician.
B. All equipment shall be UL listed for residential fire alarm.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products from a manufacturer
specializing in residential fire alarm system. All equipment shall be UL listed.
2.2 SYSTEMS OPERATIONAL DESCRIPTION
A. Fire alarm signal initiation shall be by one or more of the following devices:
1. Smoke detectors
2. Automatic sprinkler system water flow
3. Carbon monoxide detectors
B. Fire alarm signal shall initiate the following actions:
1. Continuously operate alarm notification appliances.
2. Identify alarm at fire alarm control panel.
3. Transmit an alarm signal to the remote alarm receiving station.
C. Supervisory signal initiation shall be by one or more of the following devices and actions:
1. Sprinkler tamper switch.
D. System trouble signal initiation shall be by one or more of the following devices and actions:
1. Open circuits, shorts, and grounds in designated circuits.
2. Opening, tampering with, or removing alarm initiating and supervisory signal initiating devices.
3. Loss of primary power at fire alarm control unit.
4. Ground or a single break in fire alarm control unit internal circuits.
5. Abnormal ac voltage at fire alarm control unit.
6. Break in standby battery circuitry.
7. Failure of battery charging.
SHANER LIFE SAFETY CHAMONIX - VAIL
FRISCO, COLORADO VAIL, COLORADO
RESIDENTIAL FIRE ALARM SYSTEM 283100 - 3
2.3 FIRE ALARM CONTROL PANEL
A. General Requirements for Fire alarm Control Panel:
1. Field programmable, microprocessor based, modular, power limited design with electronic
modules, complying with UL 1023.
B. Alphanumeric Display and System Controls: Display alarm, supervisory, and component status
messages.
1. Annunciator and Display: Liquid crystal type, 80 characters, minimum.
2. Keypad: Arranged to permit entry and execution of programming, display, and control
commands.
C. Transmission to Remote Alarm Receiving Station: Automatically transmit alarm, supervisory, and
trouble signals to a remote alarm station.
D. Primary Power: 24V dc obtained from 120V ac service and a power supply module.
1. Alarm current draw of entire fire alarm system shall not exceed 80 percent of the power supply
module rating.
E. Secondary Power: 24V dc supply system with batteries, automatic battery charger, and automatic
transfer switch.
1. Provide 24 hours standby, 15 minute alarm battery backup.
2.4 SMOKE DETECTOR WITH SOUNDERS
A. General Requirements for Smoke Detectors with Sounders:
1. Smoke detector shall be a System Sensor i3 Series model number 4W-B, listed to Underwriters
Laboratories UL 268 for Fire Protection Signaling Systems. The detector shall be a photoelectric
type detector. The detector shall include a mounting base for mounting to 3½-inch and 4-inch
octagonal, single gang, and 4-inch square back boxes with a plaster ring, or direct mount to the
ceiling using drywall anchors. Wiring connections shall be made by means of SEMS screws. The
detector shall allow pre-wiring of the base and the head shall be a plug-in type. The detector shall
have a nominal sensitivity of 2.5 percent-per-foot nominal as measured in the UL smoke box. The
detector shall be capable of automatically adjusting its sensitivity by means of drift compensation
and smoothing algorithms. The detector shall provide dual color LED indication which blinks to
indicate power up, normal standby, out of sensitivity, alarm and freeze trouble conditions.
2.5 COMBINATION SMOKE & CARBON MONOXIDE DETECTORS WITH SOUNDER
A. General Requirements for Combination Smoke & Carbon Monoxide detector with sounder.
1. Carbon monoxide (CO)/Smoke detector shall be a System Sensor model number COSMO-4W (or
equivalent), listed to UL 268 for Fire Protection Signaling Systems and to UL 2075 for Carbon
Monoxide Gas Detection. The detector shall be photoelectric smoke sensing and electrochemical
CO sensing and equipped with a sounder capable of Temp 3 and Temp 4 audible signals. The
detector shall have nominal sensitivity of 2.5 percent per foot as measured in the UL smoke box.
The detector shall be capable of automatically adjusting its sensitivity by means of drift
compensation and smoothing algorithms. The detector’s base shall be able to mount to a single-
gang electrical box or direct (surface mount) to the wall or ceiling. Wiring connections shall be
made by means of SEMS screws. The detector shall provide LED indication that blinks to indicate
normal standby, smoke alarm, smoke maintenance, CO alarm, CO trouble/end-of-life. When the
detector is in CO trouble condition, it shall send a trouble signal to the panel. The detector shall
provide a means to test CO gas entry into the CO sensing cell. The detector shall provide this with
a test mode that accepts CO gas from a test agent and alarms immediately upon sensing CO entry.
The 2-wire model shall include a maintenance signal to indicate the need for maintenance at the
alarm control panel and shall provide a loop testing capability to verify the circuit without testing
each detector individually. The detector shall have a replaceable CO cell that can be replaced at
SHANER LIFE SAFETY CHAMONIX - VAIL
FRISCO, COLORADO VAIL, COLORADO
RESIDENTIAL FIRE ALARM SYSTEM 283100 - 4
end of cell life..
PART 3 - EXECUTION
3.1 EQUIPMENT INSTALLATION
A. Comply with NFPA 72 for installation of fire alarm equipment.
B. Equipment Mounting: Install fire alarm control unit and annunciators with tops of cabinets not more than
72” above finished floor.
C. Comply with AHJ requirements for wire installation.
3.2 CONNECTIONS
A. Make connection from fire alarm system to monitor sprinkler waterflow and tamper switch
3.3 IDENTIFICATION
A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification
specified in Division 16 Section "Electrical Identification."
3.4 GROUNDING
A. Ground fire alarm control unit and associated circuits; comply with IEEE 1100. Install a ground wire
from main service ground to fire alarm control unit.
3.5 FIELD QUALITY CONTROL
A. Field tests shall be witnessed by authorities having jurisdiction.
B. Manufacturer's Field Service: Engage a factory authorized service representative to inspect, test, and
adjust components, assemblies, and equipment installations, including connections.
C. Perform tests and inspections.
1. Manufacturer's Field Service: Engage a factory authorized service representative to inspect
components, assemblies, and equipment installations, including connections, and to assist in
testing.
D. Tests and Inspections:
1. Comply with Vail Fire & Emergency Services inspection and testing requirements.
2. Prepare required test and inspection reports.
3. Pre-test system prior to final test and inspection.
E. Annual Test and Inspection: One year after date of Substantial Completion, test fire alarm system
complying with visual and testing inspection requirements in NFPA 72.
END OF SECTION 283100