HomeMy WebLinkAboutDivision 01 - General Conditions.pdfTHE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
SECTION 010000 - GENERAL REQUIREMENTS
PART 1 - GENERAL – Reference attached AIA Form A201 for General Conditions of the Contract for
Construction.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 010000
GENERAL REQUIREMENTS 010000 - 1
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS 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. Access to site.
4. Work restrictions.
5. Specification and drawing conventions.
6. Miscellaneous provisions.
1.2 PROJECT INFORMATION
A. Project Identification: The Education Center at Betty Ford Alpine Gardens, Vail, Colorado.
1. Architect’s Project Number: 20122175.00.
B. Owner: Betty Ford Alpine Gardens (Nicola Ripley), 183 Gore Creek Drive, Vail, CO 81657
(970.467.0103). Owner’s Representative: Hunn Consulting Group (Jack Hunn)
(970.390.4537).
C. Architect: Zehren and Associates, Inc. (David Kaselak, AIA) 48 East Beaver Creek
Boulevard, PO Box 1976, Avon, CO 81620, (970.949.0257).
D. Contractor: RA Nelson, LLC (Tim Carpenter), PO Drawer 5400, 51 Eagle Road, #2, Avon,
CO 81620 (970.949.5152).
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of the Project is defined by the Contract Documents and consists of the following:
1. Construction of a new Education Facility of approximately 3,600 square feet (gross), with
an additional rooftop terrace. The Project includes a single-story wood- and steel-framed
building, site work associated with the hillside building site, and related utility
connections and relocation. The structure is generally comprised of wood framing, using
dimensional lumber, engineered lumber, and glu-lam timbers, with some steel framing
members. The mechanical system is generally a forced air system, using heat pumps, in
conjunction with a standard electrical system. The Building Program includes, but is not
limited to, a reception area, display area, administrative space, kitchenette, restrooms, an
Alpine House, employee work areas, a rooftop terrace, and mechanical room.
B. Type of Contract.
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
SUMMARY 011000 - 2
1. Project will be constructed under a single prime contract.
1.4 ACCESS TO SITE
A. General: Contractor shall have full use of Project site for construction operations during
construction period, unless otherwise restricted by the Town of Vail. Contractor's use of Project
site is also limited 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.
1.5 WORK RESTRICTIONS
A. 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, including Design Guidelines and other jurisdictional
authorities.
B. On-Site Work Hours: Limit work in the existing building to normal business working hours of
7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated or otherwise
restricted by Design Guidelines and other jurisdictional authorities.
C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of
entrances, operable windows, or outdoor-air intakes.
D. Controlled Substances: Use of tobacco products and other controlled substances on Project site
is not permitted.
1.6 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:
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
SUMMARY 011000 - 3
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.
1.7 MISCELLANEOUS PROVISIONS
A. None.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
SECTION 012100 - ALLOWANCES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements governing allowances.
B. Types of allowances include the following:
1. Lump-sum allowances. 2. Unit-cost allowances.
3. Quantity allowances. 4. Contingency allowances. 5. Testing and inspecting allowances.
C. Related Requirements:
1. Section 012200 "Unit Prices" for procedures for using unit prices. 2. Section 014000 "Quality Requirements" for procedures governing the use of allowances
for testing and inspecting.
1.2 SELECTION AND PURCHASE
A. At the earliest practical date after award of the Contract, advise Architect of the date when final
selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work.
B. Purchase products and systems selected by Architect from the designated supplier.
1.3 ACTION SUBMITTALS
A. Submit proposals for purchase of products or systems included in allowances, in the form
specified for Change Orders.
1.4 INFORMATIONAL SUBMITTALS
A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for
use in fulfillment of each allowance.
B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.
C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.
ALLOWANCES 012100 - 1
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
1.5 COORDINATION
A. Coordinate allowance items with other portions of the Work. Furnish templates as required to
coordinate installation.
1.6 LUMP-SUM, UNIT-COST, AND QUANTITY ALLOWANCES
A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner
or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.
B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum
and not part of the allowance.
C. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted.
1. If requested by Architect, retain and prepare unused material for storage by Owner. Deliver unused material to Owner's storage space as directed.
1.7 CONTINGENCY ALLOWANCES
A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance.
B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner
under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar
costs.
C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit margins.
D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order.
1.8 TESTING AND INSPECTING ALLOWANCES
A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results.
B. The allowance does not include incidental labor required to assist the testing agency or costs for
retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum.
C. Costs of services not required by the Contract Documents are not included in the allowance.
ALLOWANCES 012100 - 2
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to
Owner by Change Order.
1.9 ADJUSTMENT OF ALLOWANCES
A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based
on the difference between purchase amount and the allowance, multiplied by final measurement
of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.
1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare explanation and documentation to substantiate distribution of
overhead costs and other margins claimed. 3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances.
4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.
B. Submit claims for increased costs because of a change in scope or nature of the allowance
described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.
1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost
amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents.
2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-
priced materials or systems of the same scope and nature as originally indicated.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine products covered by an allowance promptly on delivery for damage or defects. Return
damaged or defective products to manufacturer for replacement.
3.2 PREPARATION
A. Coordinate materials and their installation for each allowance with related materials and
installations to ensure that each allowance item is completely integrated and interfaced with related work.
ALLOWANCES 012100 - 3
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
3.3 SCHEDULE OF ALLOWANCES
A. To Be Determined.
END OF SECTION 012100
ALLOWANCES 012100 - 4
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
SECTION 012200 - UNIT PRICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for unit prices.
B. Related Requirements:
1. Section 012600 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.
1.2 DEFINITIONS
A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of
the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.
1.3 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, and profit.
B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified
in those Sections.
C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an
independent surveyor acceptable to Contractor.
D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SCHEDULE OF UNIT PRICES
A. To Be Determined.
END OF SECTION 012200
UNIT PRICES 012200 - 1
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
ALTERNATES 012300 - 1
SECTION 012300 - ALTERNATES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for alternates.
1.2 DEFINITIONS
A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined
in the bidding requirements that may be added to or deducted from the base bid amount if
Owner decides to accept a corresponding change either in the amount of construction to be
completed or in the products, materials, equipment, systems, or installation methods described
in the Contract Documents.
1. Alternates described in this Section are part of the Work only if enumerated in the
Agreement.
2. The cost or credit for each alternate is the net addition to or deduction from the Contract
Sum to incorporate alternate into the Work. No other adjustments are made to the
Contract Sum.
1.3 PROCEDURES
A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate
work of the alternate into Project.
1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar
items incidental to or required for a complete installation whether or not indicated as part
of alternate.
B. Notification: Immediately following award of the Contract, notify each party involved, in
writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or
deferred for later consideration. Include a complete description of negotiated revisions to
alternates.
C. Execute accepted alternates under the same conditions as other work of the Contract.
D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections
referenced in schedule contain requirements for materials necessary to achieve the work
described under each alternate.
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
ALTERNATES 012300 - 2
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SCHEDULE OF ALTERNATES
A. Add Alternate No. 033000-01: Provide a 4-inch concrete slab and 1/2 inch mortar bed below
all exterior areas designated to receive flagstone paving as indicated. Add alternate includes
subslab preparation work associated with the concrete slab, free-draining gravel below slab, and
welded wire fabric reinforcing.
B. Add Alternate No. 033543-01: Provide a decorative relief pattern within polished concrete
areas of the Display Space and the Administration Offices.
C. Add Alternate No. 061800-01: Provide rooftop glu-lam trellis with individual removable
canvas panels as indicated. Add alternate includes glu-lam trellis structure and connections,
including connection to building. Individual canvas panels shall be equipped with ties or snaps
designed to secure panels to trellis frame, and accommodate the ability to roll canvas panels
back during pleasant weather.
D. Add Alternate No. 086200-01: Provide four (4) Model 750 SolaTube “SolaMaster” Closed-
Ceiling Series Light Tubes in roof terrace above Volunteer Space, 21 inches diameter by depth
of roof/ ceiling assembly using “Spectralight Infinity” extension tubes. Provide curb-mounted
cap option and “OptiView” diffuser with white trim.”
E. Add Alternate No. 122413-01: Provide manually-operated roller window shades in Display
Space, designed to cover windows from window head of clerestory windows to window sill of
lower windows. Shades shall be pull cord type, in semi-custom fabric as selected by Interior
Designer.
F. Add Alternate No. 320000-01: Provide “Alpine Plunge Bed” as generally shown on floor plans,
and as detailed by Betty Ford Gardens staff.
G. Add Alternate No. 331100-01: Provide approximately 202 linear feet of 8-inch ductile iron
water main within West Betty Ford Way to complete the existing loop. Work shall also include
excavation, bedding, fittings, appurtenances, connections, backfill, testing, surface restoration,
and any other items necessary for a complete, operational, and approved public water main.
Cost shall also include work necessary to make the connection south of the Amphitheater in
Central Betty Ford Way, plus disinfection and testing of all portions of water main not yet
accepted by the District.
H. Add Alternate No. 334100-01: Remove approximately 88 linear feet of 24-inch HDPE storm
drainage pipe in the location of the proposed Education Center then repair the resulting
penetrations for the manhole and inlet structures at the upper and lower limits of the removed
storm pipe. Construct approximately 120 linear feet of 24-inch reinforced concrete storm pipe
and two (2) manhole structures along the east side of the proposed Education Center. Work
shall also include excavation, bedding, fittings, appurtenances, connections, backfill, testing,
and any other items necessary for a complete, operational, and approved storm drainage system.
END OF SECTION 012300
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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. 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.
SUBSTITUTION PROCEDURES 012500 - 1
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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. 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.
SUBSTITUTION PROCEDURES 012500 - 2
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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 the Notice to Proceed.
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.
PART 3 - EXECUTION (Not Used)
END OF SECTION 012500
SUBSTITUTION PROCEDURES 012500 - 3
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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," or other forms acceptable to Architect
and Owner.
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.
CONTRACT MODIFICATION PROCEDURES 012600 - 1
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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," or other form acceptable to Architect and
Owner.
1.4 ADMINISTRATIVE CHANGE ORDERS
A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for
preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of
allowances.
B. Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for
preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit-price work.
1.5 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.
1.6 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.
CONTRACT MODIFICATION PROCEDURES 012600 - 2
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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
CONTRACT MODIFICATION PROCEDURES 012600 - 3
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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 012100 "Allowances" for procedural requirements governing the handling and
processing of allowances. 2. Section 012200 "Unit Prices" for administrative requirements governing the use of unit prices.
3. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 4. 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’s Representative and Architect at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for 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.
PAYMENT PROCEDURES 012900 - 1
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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.
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. 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. Payment Application Times: Submit Application for Payment to Owner’s Representative and Architect by the 20th of the month. The period covered by each Application for Payment is one
month, ending on the last day of the month.
D. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form
for Applications for Payment.
E. 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.
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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.
F. Transmittal: Submit three signed and notarized original copies of each Application for Payment
to Owner’s Representative and Architect 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. 2. Emailed versions of Applications are also acceptable.
G. 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.
H. 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. Contractor's construction schedule (preliminary if not final). 4. Schedule of unit prices. 5. Submittal schedule (preliminary if not final).
6. List of Contractor's staff assignments. 7. List of Contractor's principal consultants. 8. Copies of building permits.
9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 10. Initial progress report.
11. Report of preconstruction conference. 12. Certificates of insurance and insurance policies.
I. 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.
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J. 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. 9. Final liquidated damages settlement statement.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012900
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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. Use CSI Form 1.5A. 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.
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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.
6. Preconstruction conference. 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.
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.
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6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate. 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: AIA Document G716 or 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 seven working days for Architect's response for each RFI. RFIs received by Architect after 3:00 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 CSI Log Form 13.2B or 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.
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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. Meeting can be held via conference call if deemed more practical for Owner,
Architect, and Contractor.
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. 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.
4. Refreshments: Provide Starbuck’s coffee (or approved equivalent) and all-you-can eat
pastries for morning held before noon, or Coors Light beer (or approved equivalent) and chicken wings for meetings held after noon.
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. Preparation of record documents.
l. Work restrictions. m. Working hours.
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n. Responsibility for temporary facilities and controls.
o. Procedures for moisture and mold control.
p. Procedures for disruptions and shutdowns. q. Construction waste management and recycling.
r. Parking availability.
s. Office, work, and storage areas. t. Equipment deliveries and priorities.
u. First aid. v. Security. w. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Progress Meetings: Conduct progress meetings at weekly intervals.
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) Deliveries.
5) Off-site fabrication. 6) Access.
7) Site utilization.
8) Temporary facilities and controls. 9) Progress cleaning.
10) Quality and work standards.
11) Status of correction of deficient items. 12) Field observations.
13) Status of RFIs. 14) Status of proposal requests. 15) Pending changes.
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16) Status of Change Orders.
17) Pending claims and disputes.
18) Documentation of information for payment requests. 19) Status of refreshments.
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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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 any of the following formats:
1. Working electronic copy of schedule file, where indicated. 2. PDF electronic file.
3. Two paper copies.
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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.
1. Submit a working electronic copy of schedule, using software indicated, and labeled to
comply with requirements for submittals. Include type of schedule (initial or updated) and date on label.
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.
4. Earnings Report: Compilation of Contractor's total earnings from the Notice to Proceed until most recent Application for Payment.
E. Construction Schedule Updating Reports: Submit with Applications for Payment.
F. Daily Construction Reports: Submit at weekly intervals, in conjuction with site photographs.
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, 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 the Notice to Proceed 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.
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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.
1. Work Restrictions: Show the effect of the following items on the schedule:
a. Partial occupancy before Substantial Completion.
b. Seasonal variations.
c. Environmental control.
2. Work Stages: Indicate important stages of construction for each major portion of the
Work.
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. 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.
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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 the Notice to Proceed.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of
each week with a continuous vertical line.
1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.
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 the Notice to
Proceed. 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 cost- and resource-loaded, time-scaled CPM network analysis diagram for the Work.
1. Develop network diagram in sufficient time to submit CPM schedule so it can be
accepted for use no later than 60 days after date established for the Notice to Proceed.
a. Failure to include any work item required for performance of this Contract shall
not excuse Contractor from completing all work within applicable completion
dates, regardless of Architect's approval of the schedule.
2. Establish procedures for monitoring and updating CPM schedule and for reporting
progress. Coordinate procedures with progress meeting and payment request dates.
3. 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.
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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.
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.
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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. 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, separate contractors,
testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.
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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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SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for the following:
1. Periodic construction photographs.
2. The intent of this Section is for the Architect to be provided with timely, regularly-submitted photographs that illustrate the progress and quality of the Work, and that can
be used in conjunction with weekly site visits by the Architect.
B. Related Requirements:
1. Section 017700 "Closeout Procedures" for submitting photographic documentation as
Project Record Documents at Project closeout.
1.2 INFORMATIONAL SUBMITTALS
A. Digital Photographs: Submit unaltered, original, full-size image files within three days of
taking photographs.
1. Digital Camera: Minimum sensor resolution of 5 megapixels.
PART 2 - PRODUCTS
2.1 PHOTOGRAPHIC MEDIA
A. Digital Images: Provide images in JPG format, with minimum original, uncompressed size of 5
megapixels.
PART 3 - EXECUTION
3.1 CONSTRUCTION PHOTOGRAPHS
A. Photographer: Engage a qualified individual to take construction photographs that are
acceptable to the Architect in quality, quantity, and frequency.
B. General: Take photographs using the maximum range of depth of field, and that are in focus, to
clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.
Photographs shall illustrate both overall progress of the Work, as well as detailed progress on specific portions of the Work covered by that week’s efforts.
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C. Digital Images: Submit digital images exactly as originally recorded in the digital camera,
without alteration, manipulation, editing, or modifications using image-editing software.
1. Date and Time: Include date and time in file name for each image. 2. Field Office Images: Maintain one set of images accessible in the field office at Project
site, available at all times for reference.
D. Periodic Construction Photographs: Take 20 photographs minimum per week, with timing each month adjusted to coincide with the cutoff date associated with each Application for Payment.
Select vantage points to show status of construction and progress since last photographs were taken, to illustrate both general work accomplished and detailed work underway during that weekly time period.
E. Final Completion Construction Photographs: Take 20 color photographs after date of Substantial Completion for submission as Project Record Documents. Architect will inform photographer of desired vantage points.
F. Additional Photographs: Architect may request photographs in addition to periodic photographs specified. Additional photographs will be paid for by Change Order and are not included in the Contract Sum or in the allowance for construction photographs, unless
photographs provided to Architect by Contractor are blurry or do not illustrate work in progress at the time photographs are submitted.
1. Three days' notice will be given, where feasible.
2. In emergency situations, take additional photographs within 24 hours of request. 3. Circumstances that could require additional photographs include, but are not limited to,
the following:
a. Special events planned at Project site. b. Immediate follow-up when on-site events result in construction damage or losses.
c. Photographs to be taken at fabrication locations away from Project site. These photographs are not subject to unit prices or unit-cost allowances. d. Substantial Completion of a major phase or component of the Work.
e. Extra record photographs at time of final acceptance. f. Owner's request for special publicity photographs.
END OF SECTION 013233
PHOTOGRAPHIC DOCUMENTATION 013233 - 2
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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.
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.
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 furnish Contractor one set of digital data drawing files of the Contract
Drawings for use in preparing Shop Drawings and Project record drawings.
a. Architect makes no representations as to the accuracy or completeness of digital
data drawing files as they relate to the Contract Drawings.
B. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities.
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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.
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 10 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 10 days for review of each resubmittal.
D. Electronic or Paper Submittals: Identify and incorporate information in each electronic
submittal file as follows. Either electronic submittals or paper submittals are acceptable for use
on this Project.
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.
a. File name shall use project identifier and Specification Section number followed
by a decimal point and then a sequential number (e.g., LNHS-061000.01).
Resubmittals shall include an alphabetic suffix after another decimal point (e.g.,
LNHS-061000.01.A).
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 Architect,
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.
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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.
E. Options: Identify options requiring selection by Architect.
F. Deviations: Identify deviations from the Contract Documents on submittals.
G. 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.
H. 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.
I. 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. Submit electronic submittals via email as PDF electronic files.
a. Architect will return annotated file. Annotate and retain one copy of file as an
electronic Project record document file.
2. 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.
a. Provide a digital signature with digital certificate on electronically-submitted
certificates and certifications where indicated.
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b. Provide a notarized statement on original paper copy certificates and certifications
where indicated.
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 the following format:
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.
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 (215 by 280 mm), but no larger than 30 by
42 inches (750 by 1067 mm).
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3. Submit Shop Drawings in the following format:
a. PDF electronic file or two opaque (bond) copies of each submittal. Architect will
return one copy.
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(s) 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 one
Sample set; remainder will be returned. Mark up and retain one returned Sample
set as a project record sample.
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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. Contractor's Construction Schedule: Comply with requirements specified in Section 013200
"Construction Progress Documentation."
G. Application for Payment and Schedule of Values: Comply with requirements specified in
Section 012900 "Payment Procedures.
H. Closeout Submittals and Maintenance Material Submittals: Comply with requirements
specified in Section 017700 "Closeout Procedures."
I. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and
Maintenance Data."
J. 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.
K. 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.
L. 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.
M. 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.
N. Product Certificates: Submit written statements on manufacturer's letterhead certifying that
product complies with requirements in the Contract Documents.
O. Material Certificates: Submit written statements on manufacturer's letterhead certifying that
material complies with requirements in the Contract Documents.
P. 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.
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Q. 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.
R. 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.
S. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000
"Quality Requirements."
T. 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.
U. 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.
V. 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.
W. 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 or 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.
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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.
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
THE EDUCATION CENTER Project No. 122175.00
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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.
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. 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.
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QUALITY REQUIREMENTS 014000 - 2
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.
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. Contractor's Statement of Responsibility: When required by authorities having jurisdiction,
submit copy of written statement of responsibility sent to authorities having jurisdiction before
starting work on the following systems:
1. Seismic-force-resisting system, designated seismic system, or component listed in the
designated seismic system quality-assurance plan prepared by Architect.
2. Main wind-force-resisting system or a wind-resisting component listed in the wind-force-
resisting system quality-assurance plan prepared by Architect.
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B. 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.
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.
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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.
1. Requirements of authorities having jurisdiction shall supersede requirements for
specialists.
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.
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Interpret tests and inspections and state in each report whether tested and inspected work
complies with or deviates from the Contract Documents.
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 in location and of size indicated or, if not indicated, as directed 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.
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 reinspecting construction that replaces or is necessitated by work
that failed to comply with the Contract Documents will be charged to Contractor, and the
Contract Sum will be adjusted by Change Order.
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.
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QUALITY REQUIREMENTS 014000 - 6
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.
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.
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QUALITY REQUIREMENTS 014000 - 7
1.8 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: 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:
B. Special Tests and Inspections: Conducted by a qualified testing agency or special inspector as
required by authorities having jurisdiction, as indicated in individual Specification Sections, 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.
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."
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QUALITY REQUIREMENTS 014000 - 8
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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REFERENCES 014200 - 1
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": Operations at Project site including unloading, temporarily storing, unpacking,
assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing,
protecting, cleaning, and similar operations.
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.
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.
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REFERENCES 014200 - 2
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 Thomson
Gale's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional
Associations of the U.S."
B. Industry Organizations: 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.
AA Aluminum Association (The)
AABC Associated Air Balance Council
AAMA American Architectural Manufacturers Association
AASHTO American Association of State Highway and Transportation Officials
AATCC American Association of Textile Chemists and Colorists
ABAA Air Barrier Association of America
ABMA American Bearing Manufacturers Association
ACI American Concrete Institute
ACPA American Concrete Pipe Association
AEIC Association of Edison Illuminating Companies, Inc. (The)
AF&PA American Forest & Paper Association
AGA American Gas Association
AHAM Association of Home Appliance Manufacturers
AHRI Air-Conditioning, Heating, andRefrigeration Institute, The
AI Asphalt Institute
AIA American Institute of Architects (The)
AISC American Institute of Steel Construction
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REFERENCES 014200 - 3
AISI American Iron and Steel Institute
AITC American Institute of Timber Construction
ALSC American Lumber Standard Committee, Incorporated
AMCA Air Movement and Control Association International, Inc.
ANSI American National Standards Institute
AOSA Association of Official Seed Analysts, Inc.
APA APA - The Engineered Wood Association
APA Architectural Precast Association
API American Petroleum Institute
ARI Air-Conditioning & Refrigeration Institute
ARMA Asphalt Roofing Manufacturers Association
ASCE American Society of Civil Engineers
ASCE/SEI American Society of Civil Engineers/Structural Engineering Institute
(See ASCE)
ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers
ASME ASME International
(American Society of Mechanical Engineers International)
ASSE American Society of Sanitary Engineering
ASTM ASTM International
(American Society for Testing and Materials International)
ATIS Alliance for Telecommunications Industry Solutions
AWCMA American Window Covering Manufacturers Association
(Now WCMA)
AWCI Association of the Wall and Ceiling Industry
AWI Architectural Woodwork Institute
AWPA American Wood Protection Association
(Formerly: American Wood Preservers' Association)
AWS American Welding Society
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REFERENCES 014200 - 4
AWWA American Water Works Association
BHMA Builders Hardware Manufacturers Association
BIA Brick Industry Association (The)
BICSI BICSI, Inc.
BIFMA BIFMA International
(Business and Institutional Furniture Manufacturer's Association International)
BISSC Baking Industry Sanitation Standards Committee
CCC Carpet Cushion Council
CDA Copper Development Association
CEA Canadian Electricity Association
CEA Consumer Electronics Association
CFFA Chemical Fabrics & Film Association, Inc.
CGA Compressed Gas Association
CIMA Cellulose Insulation Manufacturers Association
CISCA Ceilings & Interior Systems Construction Association
CISPI Cast Iron Soil Pipe Institute
CLFMI Chain Link Fence Manufacturers Institute
CPA Composite Panel Association
CRI Carpet and Rug Institute (The)
CRRC Cool Roof Rating Council
CRSI Concrete Reinforcing Steel Institute
CRRC Cool Roof Rating Council
CSA Canadian Standards Association
CSA CSA International
(Formerly: IAS - International Approval Services)
CSI Construction Specifications Institute (The)
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CSSB Cedar Shake & Shingle Bureau
CTI Cooling Technology Institute
(Formerly: Cooling Tower Institute)
DHI Door and Hardware Institute
ECA Electrical Components Association
EIA Electronic Industries Alliance
EIMA EIFS Industry Members Association
EJCDC Engineers Joint Contract Documents Committee
EJMA Expansion Joint Manufacturers Association, Inc.
ESD ESD Association
(Electrostatic Discharge Association)
ETL SEMCO Intertek ETL SEMCO
(Formerly: ITS - Intertek Testing Service NA)
FIBA Federation Internationale de Basketball
(The International Basketball Federation)
FIVB Federation Internationale de Volleyball
(The International Volleyball Federation)
FM Approvals FM Approvals LLC
FM Global FM Global
(Formerly: FMG - FM Global)
FRSA Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.
FSA Fluid Sealing Association
FSC Forest Stewardship Council
GA Gypsum Association
GANA Glass Association of North America
GRI (Part of GSI)
GS Green Seal
GSI Geosynthetic Institute
HI Hydronics Institute
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REFERENCES 014200 - 6
HI/GAMA Hydronics Institute/Gas Appliance Manufacturers Association
Division of Air-Conditioning, Heating, and Refrigeration Institute (AHRI)
HMMA Hollow Metal Manufacturers Association
(Part of NAAMM)
HPVA Hardwood Plywood & Veneer Association
HPW H. P. White Laboratory, Inc.
IAPSC International Association of Professional Security Consultants
ICBO International Conference of Building Officials
ICEA Insulated Cable Engineers Association, Inc.
ICRI International Concrete Repair Institute, Inc.
ICPA International Cast Polymer Association
IEC International Electrotechnical Commission
IEEE Institute of Electrical and Electronics Engineers, Inc. (The)
IES Illuminating Engineering Society of North America
IEST Institute of Environmental Sciences and Technology
IGMA Insulating Glass Manufacturers Alliance
ILI Indiana Limestone Institute of America, Inc.
ISA Instrumentation, Systems, and Automation Society, The
ISO International Organization for Standardization
ISSFA International Solid Surface Fabricators Association
ITS Intertek Testing Service NA
(Now ETL SEMCO)
ITU International Telecommunication Union
KCMA Kitchen Cabinet Manufacturers Association
LGSEA Light Gauge Steel Engineers Association
LMA Laminating Materials Association
(Now part of CPA)
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LPI Lightning Protection Institute
MBMA Metal Building Manufacturers Association
MCA Metal Construction Association
MFMA Maple Flooring Manufacturers Association, Inc.
MFMA Metal Framing Manufacturers Association, Inc.
MH Material Handling
(Now MHIA)
MHIA Material Handling Industry of America
MIA Marble Institute of America
MPI Master Painters Institute
MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc.
NAAMM National Association of Architectural Metal Manufacturers
NACE NACE International
(National Association of Corrosion Engineers International)
NADCA National Air Duct Cleaners Association
NAGWS National Association for Girls and Women in Sport
NAIMA North American Insulation Manufacturers Association
NBGQA National Building Granite Quarries Association, Inc.
NCAA National Collegiate Athletic Association (The)
NCMA National Concrete Masonry Association
NCTA National Cable & Telecommunications Association
NEBB National Environmental Balancing Bureau
NECA National Electrical Contractors Association
NeLMA Northeastern Lumber Manufacturers' Association
NEMA National Electrical Manufacturers Association
NETA InterNational Electrical Testing Association
NFHS National Federation of State High School Associations
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REFERENCES 014200 - 8
NFPA NFPA
(National Fire Protection Association)
NFRC National Fenestration Rating Council
NGA National Glass Association
NHLA National Hardwood Lumber Association
NLGA National Lumber Grades Authority
NOFMA NOFMA: The Wood Flooring Manufacturers Association
(Formerly: National Oak Flooring Manufacturers Association)
NOMMA National Ornamental & Miscellaneous Metals Association
NRCA National Roofing Contractors Association
NRMCA National Ready Mixed Concrete Association
NSF NSF International
(National Sanitation Foundation International)
NSSGA National Stone, Sand & Gravel Association
NTMA National Terrazzo & Mosaic Association, Inc. (The)
NWFA National Wood Flooring Association
PCI Precast/Prestressed Concrete Institute
PDI Plumbing & Drainage Institute
PGI PVC Geomembrane Institute
PTI Post-Tensioning Institute
RCSC Research Council on Structural Connections
RFCI Resilient Floor Covering Institute
RIS Redwood Inspection Service
SAE SAE International
SCAQMD South Coast Air Quality Management District
SCTE Society of Cable Telecommunications Engineers
SDI Steel Deck Institute
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REFERENCES 014200 - 9
SDI Steel Door Institute
SEFA Scientific Equipment and Furniture Association
SEI/ASCE Structural Engineering Institute/American Society of Civil Engineers
(See ASCE)
SIA Security Industry Association
SJI Steel Joist Institute
SMA Screen Manufacturers Association
SMACNA Sheet Metal and Air Conditioning Contractors'
National Association
SMPTE Society of Motion Picture and Television Engineers
SPFA Spray Polyurethane Foam Alliance
(Formerly: SPI/SPFD - The Society of the Plastics Industry, Inc.; Spray
Polyurethane Foam Division)
SPIB Southern Pine Inspection Bureau (The)
SPRI Single Ply Roofing Industry
SSINA Specialty Steel Industry of North America
SSPC SSPC: The Society for Protective Coatings
STI Steel Tank Institute
SWI Steel Window Institute
SWPA Submersible Wastewater Pump Association
TCA Tilt-Up Concrete Association
TCNA Tile Council of North America, Inc.
TEMA Tubular Exchanger Manufacturers Association
TIA/EIA Telecommunications Industry Association/Electronic Industries Alliance
TMS The Masonry Society
TPI Truss Plate Institute, Inc.
TPI Turfgrass Producers International
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REFERENCES 014200 - 10
TRI Tile Roofing Institute
UL Underwriters Laboratories Inc.
UNI Uni-Bell PVC Pipe Association
USAV USA Volleyball
USGBC U.S. Green Building Council
USITT United States Institute for Theatre Technology, Inc.
WASTEC Waste Equipment Technology Association
WCLIB West Coast Lumber Inspection Bureau
WCMA Window Covering Manufacturers Association
WDMA Window & Door Manufacturers Association
(Formerly: NWWDA - National Wood Window and Door Association)
WI Woodwork Institute (Formerly: WIC - Woodwork Institute of California)
WMMPA Wood Moulding & Millwork Producers Association
WSRCA Western States Roofing Contractors Association
WWPA Western Wood Products Association
C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities in the following list.
DIN Deutsches Institut fur Normung e.V.
IAPMO International Association of Plumbing and Mechanical Officials
ICC International Code Council
ICC-ES ICC Evaluation Service, Inc.
D. 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.
COE Army Corps of Engineers
CPSC Consumer Product Safety Commission
DOC Department of Commerce
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REFERENCES 014200 - 11
DOD Department of Defense
DOE Department of Energy
EPA Environmental Protection Agency
FAA Federal Aviation Administration
FCC Federal Communications Commission
FDA Food and Drug Administration
GSA General Services Administration
HUD Department of Housing and Urban Development
LBL Lawrence Berkeley National Laboratory
NCHRP National Cooperative Highway Research Program
(See TRB)
NIST National Institute of Standards and Technology
OSHA Occupational Safety & Health Administration
PBS Public Buildings Service
(See GSA)
PHS Office of Public Health and Science
RUS Rural Utilities Service
(See USDA)
SD State Department
TRB Transportation Research Board
USDA Department of Agriculture
USP U.S. Pharmacopeia
USPS Postal Service
E. 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.
ADAAG Americans with Disabilities Act (ADA)
Architectural Barriers Act (ABA)
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REFERENCES 014200 - 12
Accessibility Guidelines for Buildings and Facilities
Available from U.S. Access Board
CFR Code of Federal Regulations
Available from Government Printing Office
DOD Department of Defense Military Specifications and Standards
Available from Department of Defense Single Stock Point
DSCC Defense Supply Center Columbus
(See FS)
FED-STD Federal Standard
(See FS)
FS Federal Specification
Available from Department of Defense Single Stock Point
Available from Defense Standardization Program
Available from General Services Administration
Available from National Institute of Building Sciences
FTMS Federal Test Method Standard
(See FS)
MIL (See MILSPEC)
MIL-STD (See MILSPEC)
MILSPEC Military Specification and Standards
Available from Department of Defense Single Stock Point
UFAS Uniform Federal Accessibility Standards
Available from Access Board
F. 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.
CBHF State of California, Department of Consumer Affairs Bureau of Home Furnishings and
Thermal Insulation
CCR California Code of Regulations
CDHS California Department of Health Services
CDPH California Department of Public Health, Indoor Air Quality Section
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CPUC California Public Utilities Commission
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.
B. Related Requirements:
1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions.
1.2 USE CHARGES
A. General: Installation and removal of and use charges for temporary facilities shall be included
in the Contract Sum unless otherwise indicated.
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.
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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 2
PART 2 - PRODUCTS
2.1 MATERIALS
A. As required by Design Guidelines and local Design Review Board or other local authorities
having jurisdiction.
2.2 TEMPORARY FACILITIES
A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature
controls, and foundations adequate for normal loading.
B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate
materials and equipment for construction operations.
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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 3
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, Owner, and existing users for time when service can be
interrupted, if necessary, to make connections for temporary services.
B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.
1. Connect temporary sewers to municipal system as directed by authorities having
jurisdiction.
C. Water Service: Install water service and distribution piping in sizes and pressures adequate for
construction.
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, unless otherwise indicated.
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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 4
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.
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 Civil Engineering drawings.
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 Civil Engineering drawings.
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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 5
E. Parking: Provide temporary parking areas for construction personnel.
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 required by Design Guidelines or local authority having
jurisdiction. At a minimum, provide name of Project, Contractor, and Architect.
H. 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."
I. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders
are not adequate.
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 erosion- and sedimentation-control Drawings.
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. Pest Control: Engage pest-control service to recommend practices to minimize attraction and
harboring of rodents, roaches, and other pests and to perform extermination and control
procedures at regular intervals so Project will be free of pests and their residues at Substantial
Completion. Perform control operations lawfully, using environmentally safe materials.
G. 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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 6
1. Extent of Fence: As required to enclose entire Project site or portion determined
sufficient to accommodate construction operations.
H. 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.
I. 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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 7
2. Remove materials that can not be completely restored to their manufactured moisture
level within 48 hours.
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
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PRODUCT REQUIREMENTS 016000 - 2
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.
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.
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PRODUCT REQUIREMENTS 016000 - 3
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.
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.
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PRODUCT REQUIREMENTS 016000 - 4
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. Restricted List: Where Specifications include a list of names of both
manufacturers and products, provide one of the products listed that complies with
requirements. Comparable products or substitutions for Contractor's convenience
will not be considered unless otherwise indicated.
b. 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. Restricted List: Where Specifications include a list of manufacturers' names,
provide a product by one of the manufacturers listed that complies with
requirements. Comparable products or substitutions for Contractor's convenience
will not be considered unless otherwise indicated.
b. 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.
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PRODUCT REQUIREMENTS 016000 - 5
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.
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
THE EDUCATION CENTER Project No. 122175.00
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EXECUTION 017300 - 1
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.
9. Correction of the Work.
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.
1.2 INFORMATIONAL SUBMITTALS
A. Certificates: Submit certificate signed by land surveyor 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.
D. Final Property Survey: Submit two 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.
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EXECUTION 017300 - 2
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.
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.
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, 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.
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EXECUTION 017300 - 3
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 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.
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 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.
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EXECUTION 017300 - 4
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.
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.
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 to prepare a final property survey showing
significant features (real property) for Project. Include on the survey a certification, signed by
land surveyor, 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.
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EXECUTION 017300 - 5
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.
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.
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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 prevent 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
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EXECUTION 017300 - 7
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.
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.
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EXECUTION 017300 - 8
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.
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
THE EDUCATION CENTER Project No. 122175.00
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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1
SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for the following:
1. Disposing of nonhazardous demolition waste.
B. Related Requirements:
1. Section 044313.13 "Anchored Stone Masonry Veneer" for disposal requirements for
excess stone and stone 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. 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.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 GENERAL
A. Site Access and Temporary Controls: Conduct waste management operations to ensure
minimum interference with roads, streets, walks, walkways, and other adjacent occupied and
used facilities.
1. Comply with Section 015000 "Temporary Facilities and Controls" for controlling dust
and dirt, environmental protection, and noise control.
3.2 DISPOSAL OF WASTE
A. General: Dispose of all waste in accordance with local requirements. If jurisdictional
requirements allow, remove waste materials from Project site and legally dispose of them in a
landfill or incinerator acceptable to authorities having jurisdiction.
THE EDUCATION CENTER Project No. 122175.00
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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2
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: Remove waste materials from Owner's property and legally dispose of them.
END OF SECTION 017419
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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 013233 "Photographic Documentation" for submitting final completion construction photographic documentation.
2. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements. 3. Section 017839 "Project Record Documents" for submitting record Drawings, record
Specifications, and record Product Data.
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.
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THE EDUCATION CENTER Project No. 122175.00
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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.
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.
a. Schedule of Maintenance Material Items: Prepare and submit schedule of
maintenance material submittal items, including name and quantity of each item
and name and number of related Specification Section. Obtain Architect's signature for receipt of submittals.
5. Submit test/adjust/balance records. 6. 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 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.
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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.
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. Use CSI Form 14.1A.
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.
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3. Submit list of incomplete items in the following format:
a. MS Excel or MS Word electronic file. Architect will return annotated copy.
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
(215-by-280-mm) 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. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply
with local laws and ordinances and Federal and local environmental and antipollution regulations.
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B. 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:
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, elevator 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
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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
CLOSEOUT PROCEDURES 017700 - 6
THE EDUCATION CENTER Project No. 122175.00
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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.
B. Format: Submit operations and maintenance manuals in the following format:
1. Two paper copies. Include a complete operation and maintenance directory. Enclose title pages and directories in clear plastic sleeves.
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.
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.
OPERATION AND MAINTENANCE DATA 017823 - 1
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3. Manual contents.
C. Title Page: Include the following information:
1. Subject matter included in manual. 2. Name and address of Project.
3. Name and address of Owner.
4. Date of submittal. 5. Name and contact information for Contractor.
6. Name and contact information for Architect. 7. Names and contact information for major consultants to the Architect that designed the systems contained in the manuals.
8. 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, Paper Copy: Submit manuals in the form of hard copy, bound and labeled volumes.
1. Binders: Heavy-duty, three-ring, vinyl-covered, post-type binders, in thickness necessary
to accommodate contents, sized to hold 8-1/2-by-11-inch (215-by-280-mm) paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside
covers to hold folded oversize sheets.
a. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of
contents, and indicate Specification Section number on bottom of spine. Indicate volume number for multiple-volume sets.
2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section of the manual.
Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual.
3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software storage media for computerized electronic equipment. 4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.
a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts.
b. If drawings are too large to be used as foldouts, fold and place drawings in labeled
envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents,
and drawing locations.
OPERATION AND MAINTENANCE DATA 017823 - 2
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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.
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:
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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:
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:
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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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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.
1. Do not use original project record documents as part of operation and maintenance
manuals.
F. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation.
END OF SECTION 017823
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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: Comply with the following:
1. Number of Copies: Submit one set(s) of marked-up record prints. 2. Number of Copies: Submit copies of record Drawings as follows:
a. Final Submittal:
1) Submit one paper-copy set(s) of marked-up record prints.
B. Record Specifications: Submit one paper copy of Project's Specifications, including addenda
and contract modifications.
C. Record Product Data: Submit one paper copy 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.
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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.
B. 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.
2.2 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.
B. Format: Submit record Specifications as paper copy.
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 paper copy.
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 paper copy.
PROJECT RECORD DOCUMENTS 017839 - 2
THE EDUCATION CENTER Project No. 122175.00
AT BETTY FORD ALPINE GARDENS Vail. Colorado
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
PROJECT RECORD DOCUMENTS 017839 - 3