HomeMy WebLinkAboutPROJECT MANUAL - Temple Roof - 18-00284 - Rexburg Temple - RemodelRexburg Idaho Temple
T H E C H U R C H O F J E S U S C H R I S T O F L A T T E R - D A Y S A I N T S
PROJECT MANUAL
Permit Set
PARAPET AND ROOF REPAIR
Owners Project Number: 500070516020101
Architect Project Number: 14134.01
Contractor:
Jacobsen Construction Company Inc.
3131 West 2210 South
P.O. Box 27608
Salt Lake City, Utah 84127-0608
phone: 801.973-0500
fax: 801.973-7496
e-mail: jwight@jacobsenconstruction.com
or atukuafu@jacobsenconstruction.com
Architect:
Architectural Nexus
2505 Parleys Way
Salt Lake City, UT 84109
801.924.5000
801.924.5001
e-mail: bpetroff@archnexus.com
May 11, 2018
5/25/18
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1 Table of Contents
T A B L E o f C O N T E N T S
B I D D I N G R E Q U I R E M E N T S
S P E C I F I C A T I O N S
D I V I S I 0 N 0 1 - G E N E R A L R E Q U I R E M E N T S
011000 SUMMARY
012300 ALTERNATES
012900 PAYMENT PROCEDURES
013100 PROJECT MANAGEMENT AND COORDINATION
013200 CONSTRUCTION PROGRESS DOCUMENTATION
013233 PHOTOGRAPHIC DOCUMENTATION
013300 SUBMITTAL PROCEDURES
014000 QUALITY REQUIREMENTS
015000 TEMPORARY FACILITIES AND CONTROLS
015639 TEMPORARY TREE AND PLANT PROTECTION
017300 EXECUTION
017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
017700 CLOSEOUT PROCEDURES
017823 OPERATIONS AND MAINTENANCE
017839 PROJECT RECORD DOCUMENTS
D I V I S I O N 0 2 - EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION
D I V I S I O N 0 3 - C O N C R E T E – NOT USED
D I V I S I O N 0 4 - M A S O N R Y - NOT USED
D I V I S I O N 0 5 - M E T A L S - NOT USED
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2 Table of Contents
D I V I S I O N 0 6 - W O O D, P L A S T I C S AND COMPOSITES – NOT USED
D I V I S I O N 0 7 - T H E R M A L AND M O I S T U R E P R O T E C T I O N
070150.19 PREPARING FOR REROOFING
072119 SPRAY APPLIED INSULATION
075419 POLYVINYL-CHLORIDE (PVC) ROOFING
076200 SHEET METAL FLASHING AND TRIM
077100 ROOF SPECIALTIES
079213 ELASTOMERIC JOINT SEALANTS
D I V I S I O N 0 8 - OPENINGS - NOT USED
D I V I S I O N 0 9 - F I N I S H E S – NOT USED
D I V I S I O N 1 0 - S P E C I A L T I E S - NOT USED
D I V I S I O N 1 1 - E Q U I P M E N T - NOT USED
D I V I S I O N 1 2 - F U R N I S H I N G S - NOT USED
D I V I S I O N 1 3 - S P E C I A L C O N S T R U C T I O N - NOT USED
D I V I S I O N 1 4 - C O N V E Y I N G S Y S T E M S - NOT USED
D I V I S I O N 22 – PLUMBING – NOT USED
D I V I S I O N 23 – HEATING VENTILATING AND AIR CONDITIONING - NOT USED
D I V I S I O N 2 6 - E L E C T R I C A L - NOT USED
D I V I S I O N 28 – ELECTRONIC SAFETY AND SECURITY - NOT USED
D I V I S I O N 31 - EARTHWORK - NOT USED
D I V I S I O N 32 – EXTERIOR IMPROVEMENTS – NOT USED
D I V I S I O N 33 - UTILTIES - NOT USED
END OF TABLE OF CONTENTS
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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. Work under separate contracts.
4. Access to site.
5. Coordination with occupants.
6. Work restrictions.
7. Specification and Drawing conventions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures
governing temporary use of Owner's facilities.
1.2 PROJECT INFORMATION
A. Project Identification: Rexburg Idaho Temple Floor Replacement, Rexburg Idaho Temple
1. Project Location: 750 South 2nd East, Rexburg, Idaho 83440.
B. Owner: Church of Jesus Christ of Latter-day Saints.
1. Owner's Representative:
Thomas Heath
50 East North Temple
Salt Lake City, Utah 84105
1-801-240-1000
C. Architect:
1. Architectural Nexus, Inc.
2505 Parleys Way
Salt Lake City, Utah 84109
1-801-924-5000
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and consists of the following:
1. Project consists of work on all roofs:
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SUMMARY 011000 - 2
a. Removal of existing metal parapet cap/coping. Removing and/or pulling back portions
of the existing roof membrane in manor to reuse to access roof slab connection to exterior
wall. Remove portion of existing roof protection board and roof insulation. Salvage for
reinstallation or provide new. Seal joint between the existing concrete roof deck and the
exterior architectural precast concrete wall. Replace the insulation, protection board,
roof membrane. Add additional roof membrane as needed at top of parapets so that it
overlaps the exterior architectural precast. Provide new parapet cap/coping and
miscellaneous flashing. New sealant. New flashing (boot) where parapet walls intersect
adjacent exterior walls. Removal of exiting miscellaneous electrical, and exterior
lighting on roof to accommodate work and reinstall.
b. Each Floor: Removal of existing fiberglass insulation and vapor barrier in concealed
areas on each floor. Replace with closed cell spray foam insulation with fire protection
barrier.
B. Type of Contract:
1. Project will be constructed under a single prime contract.
2. Project will be constructed under coordinated, concurrent multiple contracts. See
Section 011200 "Multiple Contract Summary" for a description of work included under
each of the multiple contracts and for the responsibilities of Project coordinator.
Contracts for this Project include the following:
1.4 WORK UNDER SEPARATE CONTRACTS
A. Concurrent Work: Owner will award separate contract(s) for additional construction operations
at Project site. Those operations will be conducted simultaneously with work under this
Contract.
1.5 ACCESS TO SITE
A. General: Contractor shall have limited use of Project site for construction operations as
indicated on Drawings, as worked out with owner at pre-construction conference and as
indicated by requirements of this Section.
B. Use of Site: Limit use of Project site to Work in areas indicated. Do not disturb portions of
Project site beyond areas in which the Work is indicated.
1. Driveways, Walkways, and Entrances: Keep driveways loading areas, and entrances
serving premises clear and available to Owner, Owner's employees, and emergency
vehicles at all times. Do not use these areas for parking or for storage of materials.
C. Condition of Existing Building: Maintain portions of existing building affected by construction
operations in a weathertight condition throughout construction period. Repair damage caused by
construction operations.
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1.6 COORDINATION WITH OCCUPANTS
A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period,
with the exception of areas under construction. Cooperate with Owner during construction
operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to
interfere with Owner's operations. Maintain existing exits unless otherwise indicated.
1.7 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.
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.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after providing temporary
utility services according to requirements indicated:
1. Notify Architect and Owner not less than two days in advance of proposed utility
interruptions.
2. Obtain Owner's written permission before proceeding with utility interruptions.
D. Restricted Substances: Use of tobacco products, drugs, fire arms, radios and other controlled
substances on Project site is not permitted.
1.8 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.
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SUMMARY 011000 - 4
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
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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 the
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 alternates 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. Execute accepted alternates under the same conditions as other work of the Contract.
C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections
referenced in schedule contain requirements for materials necess ary to achieve the work
described under each alternate.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SCHEDULE OF ALTERNATES
A. Alternate No. 1: Roof Membrane Thickness
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ALTERNATES 012300 - 2
1. Base Bid: 80 mil PVC as specified in Section 075419 “Polyvinyl-chloride (PVC)
Roofing.
2. Alternate: Provide 60 mil PVC in lieu of 80 mil PVC as specified in Section 075419
“Polyvinyl-chloride (PVC) Roofing.
END OF SECTION 012300
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PAYMENT PROCEDURES 012900 - 1
SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process
Applications for Payment.
1.2 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's
construction schedule.
1. Coordinate line items in the schedule of values with items required to be indicated as
separate activities in Contractor's construction schedule.
2. Submit the schedule of values to 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. Arrange schedule of values consistent with format of AIA Document G703.
2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Provide multiple line items
for principal subcontract amounts in excess of five percent of the Contract Sum.
3. Provide a separate line item in the schedule of values for each part of the Work where
Applications for Payment may include materials or equipment purchased or fabricated
and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site.
4. Overhead Costs: Include total cost and proportionate share of general overhead and profit
for each line item.
5. Closeout Costs. Include separate line items under Contractor and principal subcontracts
for Project closeout requirements in an amount totaling five percent of the Contract Sum
and subcontract amount.
6. Schedule of Values Revisions: Revise the schedule of values when Change Orders or
Construction Change Directives result in a change in the Contract Sum. Include at least
one separate line item for each Change Order and Construction Change Directive.
1.3 APPLICATIONS FOR PAYMENT
A. Each Application for Payment following the initial Application for Payment shall be consistent
with previous applications and payments as certified by Architect and paid for by Owner.
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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.
1. Submit draft copy of Application for Payment seven days prior to due date for review by
Architect.
C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 or owners
Application Payment form as form for Applications for Payment.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
1. Entries shall match data on the schedule of values and Contractor's construction schedule.
Use updated schedules if revisions were made.
2. Include amounts for work completed following previous Application for Payment,
whether or not payment has been received. Include only amounts for work completed at
time of Application for Payment.
3. Include amounts of Change Orders and Construction Change Directives issued before last
day of construction period covered by application.
E. Transmittal: Submit three signed and notarized original copies of each Application for Payment
to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of
lien and similar attachments if required. Or one electronic copy meeting the requirements of the
paper copy requirements above.
1. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and
related to the Work covered by the payment.
1. Submit partial waivers on each item for amount requested in previous application, after
deduction for retainage, on each item.
2. When an application shows completion of an item, submit conditional final or full
waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit
waivers.
4. Submit final Application for Payment with or preceded by conditional final waivers from
every entity involved with performance of the Work covered by the application who is
lawfully entitled to a lien.
5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.
G. Initial Application for Payment: Administrative actions and submittals that mus t 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).
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4. Products list (preliminary if not final).
5. Sustainable design action plans, including preliminary project materials cost data.
6. Schedule of unit prices.
7. Submittal schedule (preliminary if not final).
8. List of Contractor's staff assignments.
9. List of Contractor's principal consultants.
10. Copies of building permits.
11. Copies of authorizations and licenses from authorities having jurisdiction for
performance of the Work.
12. Initial progress report.
13. Report of preconstruction conference.
H. Application for Payment at Substantial Completion: After Architect issues the Certificate of
Substantial Completion, submit an Application for Payment showing 100 percent completion
for portion of the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.
2. This application shall reflect Certificate(s) of Substantial Completion issued previously
for Owner occupancy of designated portions of the Work.
I. Final Payment Application: After completing Project closeout requirements, submit final
Application for Payment with releases and supporting documentation not previously submitted
and accepted, including, but not limited, to the following:
1. Evidence of completion of Project closeout requirements.
2. Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.
4. AIA Document G706.
5. AIA Document G707.
6. Evidence that claims have been settled.
7. Final liquidated damages settlement statement.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012900
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PROJECT MANAGEMENT AND COORDINATION 013100 - 1
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project
including, but not limited to, the following:
1. General coordination procedures.
2. Coordination drawings.
3. RFIs.
4. Digital project management procedures.
5. 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.
1.3 DEFINITIONS
A. BIM: Building Information Modeling.
B. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking
information required by or clarifications of the Contract Documents.
1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each
portion of the Work, including those who are to furnish products or equipment fabricated to a
special design. Include the following information in tabular form:
1. Name, address, telephone number, and email address 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.
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1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the
Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate
construction operations included in different Sections that depend on each other for proper
installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where
installation of one part of the Work depends on installation of other components, before
or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and
accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. 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. Preinstallation conferences.
7. Project closeout activities.
1.6 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or
interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the
form specified.
1. Architect will return without response those RFIs submitted to Architect by other entities
controlled by Contractor.
2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's
work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or
interpretation and the following:
1. Project name.
2. Project number.
3. Date.
4. Name of Contractor.
5. Name of Architect.
6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate.
9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
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11. Contractor's suggested resolution. If Contractor's suggested resolution 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 1:00 p.m. will be considered as received the following working day.
1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods.
d. Requests for coordination information already indicated in the Contract
Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum.
f. Requests for interpretation of Architect's actions on submittals.
g. 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 by Architect 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 upon the request by architect or owner.
1. Project name.
2. Name and address of Contractor.
3. Name and address of Architect.
4. RFI number including RFIs that were returned without action or withdrawn.
5. RFI description.
6. Date the RFI was submitted.
7. Date Architect's response was received.
F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response
to affected parties. Review response and notify Architect within seven days if Contractor
disagrees with response.
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1.7 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Architect's Digital Data Files: Digital data files of Architect's BIM model will be
provided by Architect for Contractor's use during construction.
1. Digital data files may be used by Contractor in preparing coordination drawings, Shop
Drawings, and Project record Drawings.
2. Architect makes no representations as to the accuracy or completeness of digital data files
as they relate to Contract Drawings.
3. Digital Drawing Software Program: Contract Drawings are available in Revit format or
ACAD.
4. Contractor shall execute a data licensing agreement in the form of Agreement form
acceptable to Owner and Architect.
a. Subcontractors, and other parties granted access by Contractor to Architect's digital
data files shall execute a data licensing agreement in the form of Agreement
acceptable to Owner and Architect.
B. PDF Document Preparation: Where PDFs are required to be submitted to Architect, prepare as
follows:
1. Assemble complete submittal package into a single indexed file incorporating submittal
requirements of a single Specification Section and transmittal form with links enabling
navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
3. Certifications: Where digitally submitted certificates and certifications are required,
provide a digital signature with digital certificate on where indicated.
1.8 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise
indicated.
B. Preconstruction Conference: Architect in coordination with owner and contractor will 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. Responsibilities and personnel assignments.
b. Tentative construction schedule.
c. Phasing.
d. Critical work sequencing and long lead items.
e. Designation of key personnel and their duties.
f. Lines of communications.
g. Procedures for processing field decisions and Change Orders.
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h. Procedures for RFIs.
i. Procedures for testing and inspecting.
j. Procedures for processing Applications for Payment.
k. Distribution of the Contract Documents.
l. Submittal procedures.
m. Preparation of Record Documents.
n. Use of the premises and existing building.
o. Work restrictions.
p. Working hours.
q. Owner's occupancy requirements.
r. Responsibility for temporary facilities and controls.
s. Procedures for moisture and mold control.
t. Procedures for disruptions and shutdowns.
u. Construction waste management and recycling.
v. Parking availability.
w. Office, work, and storage areas.
x. Equipment deliveries and priorities.
y. First aid.
z. Security.
aa. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting
minutes.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each
construction activity when required by other sections and when required for coordination with
other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or
affected by the installation and its coordination or integration with other materials and
installations that have preceded or will follow, shall attend the meeting. Advise Architect
of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the
particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility requirements.
k. Time schedules.
l. Weather limitations.
m. Manufacturer's written instructions.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
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q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
y. Protection of construction and personnel.
3. Record significant conference discussions, agreements, and disagreements, including
required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties
requiring information.
5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the
Work and reconvene the conference at earliest feasible date.
D. Progress Meetings: Conduct progress meetings at regular intervals as agreed with owner and
architect.
1. Coordinate dates of meetings with preparation of payment requests.
2. 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.
3. 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.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site use.
9) Temporary facilities and controls.
10) Progress cleaning.
11) Quality and work standards.
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12) Status of correction of deficient items.
13) Field observations.
14) Status of RFIs.
15) Status of Proposal Requests.
16) Pending changes.
17) Status of Change Orders.
18) Pending claims and disputes.
19) Documentation of information for payment requests.
4. Minutes: Entity responsible for conducting the meeting will record and distribute the
meeting minutes to each party present and to parties requiring information.
a. Schedule Updating: Revise Contractor's construction schedule after each progress
meeting where revisions to the schedule have been made or recognized. Issue
revised schedule concurrently with the report of each meeting.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013100
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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of
construction during performance of the Work, including the following:
1. Contractor's Construction Schedule.
2. Construction schedule updating reports.
3. Daily construction reports.
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. Event: The starting or ending point of an activity.
1.3 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file, where indicated.
2. PDF file.
B. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule
for entire construction period.
C. Construction Schedule Updating Reports: Submit with Applications for Payment.
D. Daily Construction Reports: Submit at weekly intervals.
E. Site Condition Reports: Submit at time of discovery of differing conditions.
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1.4 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts,
submittal schedule, progress reports, payment requests, and other required schedules and
reports.
1. Secure time commitments for performing critical elements of the Work from entities
involved.
2. Coordinate each construction activity in the network with other activities and schedule
them in proper sequence.
1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Computer Scheduling Software: Prepare schedules using current version of a program that has
been developed specifically to manage construction schedules.
B. Time Frame: Extend schedule from date established for commencement of the Work to date of
final completion.
1. Contract completion date shall not be changed by submission of a schedule that shows an
early completion date, unless specifically authorized by Change Order.
C. Activities: Treat each floor or separate area as a separate numbered activity for each main
element 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. Recovery Schedule: When periodic update indicates the Work is 2 or more calendar days
behind the current approved schedule, submit a separate recovery schedule indicating means by
which Contractor intends to regain compliance with the schedule. Indicate changes to working
hours, working days, crew sizes, equipment required to achieve compliance, and date by which
recovery will be accomplished.
F. 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.
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.
1.6 GANTT-CHART SCHEDULE REQUIREMENTS
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 of Award.
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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.
1.7 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. Testing and inspection.
8. Accidents.
9. Meetings and significant decisions.
10. Stoppages, delays, shortages, and losses.
11. Emergency procedures.
12. Orders and requests of authorities having jurisdiction.
13. Change Orders received and implemented.
14. Construction Change Directives received and implemented.
15. Services connected and disconnected.
16. Equipment or system tests and startups.
17. Partial completions and occupancies.
18. Substantial Completions authorized.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013200
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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4
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PHOTOGRAPHIC DOCUMENTATION 013233 - 1
SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for the following:
1. Preconstruction photographs.
2. Periodic construction photographs.
3. Final completion construction photographs.
B. Related Requirements:
1. Section 017700 "Closeout Procedures" for submitting photographic documentation as
Project Record Documents at Project closeout.
2. Section 024119 "Selective Demolition" for photographic documentation before selective
demolition operations commence.
1.2 INFORMATIONAL SUBMITTALS
A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked
for location and direction of each photograph. Indicate elevation or story of construction.
Include same information as corresponding photographic documentation.
B. Digital Photographs: Submit image files within three days of taking photographs.
1. Submit photos on CD-ROM or thumb-drive. Include copy of key plan indicating each
photograph's location and direction.
2. Identification: Provide the following information with each image description in file
metadata tag:
a. Name of Project.
b. Name and contact information for photographer.
c. Name of Architect.
d. Name of Contractor.
e. Date photograph was taken.
f. Description of location, vantage point, and direction.
g. Unique sequential identifier keyed to accompanying key plan.
1.3 QUALITY ASSURANCE
A. Photographer Qualifications: An individual who has been regularly engaged as a professional
photographer of construction projects for not less than three years.
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1.4 FORMATS AND MEDIA
A. Digital Photographs: Provide color images in JPG format, produced by a digital camera with
minimum sensor size of 12 megapixels, and at an image resolution of not less than 3200 by
2400 pixels, and with vibration-reduction technology. Use flash in low light levels or backlit
conditions.
B. Digital Images: Submit digital media as originally recorded in the digital camera, without
alteration, manipulation, editing, or modifications using image-editing software.
C. File Names: Name media files with date Project area and sequential numbering suffix.
1.5 CONSTRUCTION PHOTOGRAPHS
A. Photographer: Engage a qualified photographer to take construction photographs.
B. General: Take photographs with maximum depth of field and in focus.
1. Maintain key plan with each set of construction photographs that identifies each
photographic location.
C. Preconstruction Photographs: Before commencement of demolition, take photographs of Project
site and surrounding properties, including existing items to remain during construction, from
different vantage points, as directed by Architect.
1. Take photographs to show existing conditions of areas where work is required by
construction documents and adjacent areas before starting the Work.
2. Take additional photographs as required to record settlement or cracking of adjacent
structures, and improvements.
D. Periodic Construction Photographs: Take 20 photographs weekly. Select vantage points to show
status of construction and progress since last photographs were taken.
E. Final Completion Construction Photographs: Take minimum of 50 photographs after date of
Substantial Completion for submission as Project Record Documents. Architect will inform
photographer of desired vantage points.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013233
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SUBMITTAL PROCEDURES 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Submittal schedule requirements.
2. Administrative and procedural requirements for submittals.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require
Architect's responsive action. Action submittals are those submittals indicated in individual
Specification Sections as "action submittals."
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. Informational submittals are those submittals indicated in individual Specification
Sections as "informational submittals."
1.3 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list 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 FORMATS
A. Submittal Information: Include the following information in each submittal:
1. Project name.
2. Date.
3. Name of Architect.
4. Name of Contractor.
5. Name of firm or entity that prepared submittal.
6. Names of subcontractor, manufacturer, and supplier.
7. Unique submittal number, including revision identifier. Include Specification Section
number with sequential alphanumeric identifier; and alphanumeric suffix for
resubmittals.
8. Category and type of submittal.
9. Submittal purpose and description.
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10. Number and title of Specification Section, with paragraph number and generic name for
each of multiple items.
11. Drawing number and detail references, as appropriate.
12. Indication of full or partial submittal.
13. Location(s) where product is to be installed, as appropriate.
14. Other necessary identification.
15. Remarks.
16. Signature of transmitter.
B. Options: Identify options requiring selection by Architect.
C. Deviations and Additional Information: On each submittal, clearly indicate deviations from
requirements in the Contract Documents, including minor variations and limitations; include
relevant additional information and revisions, other than those requested by Architect on
previous submittals. Indicate by highlighting on each submittal or noting on attached separate
sheet.
D. Paper Submittals:
1. Place a permanent label or title block on each submittal item for identification; include
name of firm or entity that prepared submittal.
2. Provide a space approximately 6 by 8 inches (150 by 200 mm) on label or beside title
block to record Contractor's review and approval markings and action taken by Architect.
3. Action Submittals: Submit four paper copies of each submittal unless otherwise
indicated. Architect will return three copies.
4. Informational Submittals: Submit three paper copies of each submittal unless otherwise
indicated. Architect will not return copies.
5. Transmittal for Submittals: Assemble each submittal individually and appropriately for
transmittal and handling. Transmit each submittal using AIA Document G810 or
contractors standard transmittal form.
E. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into
each PDF file. Name PDF file with submittal number.
1.5 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of
submittals are indicated in individual Specification Sections.
1. Email: Prepare submittals as PDF package, and transmit to Architect by sending via
email. Include PDF transmittal form. Include information in email subject line as
requested by Architect.
2. Paper: Prepare submittals in paper form, and deliver to Architect.
B. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity.
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2. Submit all submittal items required for each Specification Section concurrently unless
partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification
Section as separate packages under separate transmittals.
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 7 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. Resubmittal Review: Allow 7 days for review of each resubmittal.
D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
E. 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.
F. 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.
1.6 SUBMITTAL REQUIREMENTS
A. 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 unsuitable 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 that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop
Drawings.
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5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.
B. 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.
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. Paper 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).
a. Four opaque copies of each submittal. Architect will retain three copies; remainder
will be returned.
C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these
characteristics with other materials.
1. Transmit Samples that contain multiple, related components such as accessories together
in one submittal package.
2. Identification: Permanently attach label on unexposed side of Samples that includes the
following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section.
f. Specification paragraph number and generic name of each item.
3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample
characteristics, and identification information for record.
4. Paper Transmittal: Include paper transmittal including complete submittal information
indicated.
5. 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.
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6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared
from same material to be used for the Work, cured and finished in manner specified, and
physically identical with material or product proposed for use, and that show full range of
color and texture variations expected. Samples include, but are not limited to, the
following: partial sections of manufactured or fabricated components; small cuts or
containers of materials; complete units of repetitively used materials; swatches showing
color, texture, and pattern; color range sets; and components used for independent testing
and inspection.
a. Number of Samples: Submit three sets of Samples. Architect will retain two
Sample sets; remainder will be returned. Mark up and retain one returned Sample
set as a project record Sample.
1) Submit a single Sample where assembly details, workmanship, fabrication
techniques, connections, operation, and other similar characteristics are to
be demonstrated.
2) 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.
D. Product Schedule: As required in individual Specification Sections, prepare a written summary
indicating types of products required for the Work and their int ended location. Include the
following information in tabular form:
E. 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.
F. Design Data: Prepare and submit written and graphic information indicating compliance with
indicated performance and design criteria in individual Specification Sections. Include list of
assumptions and summary of loads. Include load diagrams if applicable. Provide name and
version of software, if any, used for calculations. Number each page of submittal.
G. Certificates:
1. Certificates and Certifications Submittals: Submit 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. Provide a notarized signature where indicated.
2. 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.
3. 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.
4. Material Certificates: Submit written statements on manufacturer's letterhead certifying
that material complies with requirements in the Contract Documents.
5. Product Certificates: Submit written statements on manufacturer's letterhead certifying
that product complies with requirements in the Contract Documents.
6. Welding Certificates: Prepare written certification that welding procedures and personnel
comply with requirements in the Contract Documents. Submit record of Welding
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Procedure Specification and Procedure Qualification Record on AWS forms. Include
names of firms and personnel certified.
H. Test and Research Reports:
1. 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.
2. 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.
3. 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.
4. 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.
5. 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.
6. 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. Include the following information:
a. Name of evaluation organization.
b. Date of evaluation.
c. Time period when report is in effect.
d. Product and manufacturers' names.
e. Description of product.
f. Test procedures and results.
g. Limitations of use.
1.7 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 insufficient to perform services or certific ation 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 file 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.
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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.
1.8 CONTRACTOR'S REVIEW
A. Action Submittals 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. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform
approval stamp. Include 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.
1. Architect will not review submittals received from Contractor that do not have
Contractor's review and approval.
1.9 ARCHITECT'S REVIEW
A. Action Submittals: Architect will review each submittal, indicate corrections or revisions
required, and return it.
1. PDF Submittals: Architect will indicate, via markup on each submittal, the appropriate
action.
2. Paper Submittals: Architect will stamp each submittal with an action stamp and will mark
stamp appropriately to indicate action.
B. 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.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial
submittals has received prior approval from Architect.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned
for resubmittal without review.
E. Architect will return without review submittals received from sources other than Contractor.
F. Submittals not required by the Contract Documents will be returned by Architect without
action.
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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013300
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QUALITY REQUIREMENTS 014000 - 1
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for quality assurance and quality
control.
B. Testing and inspection 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 quality-control procedures that facilitate compliance with the Contract
Document requirements.
2. Requirements for Contractor to provide quality-assurance and quality-control services
required by Architect, Owner, or authorities having jurisdiction are not limited by
provisions of this Section.
1.2 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced" unless otherwise further
described 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.
B. Field Quality-Control Tests: Tests and inspections that are performed on-site for installation of
the Work and for completed Work.
C. 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, assembly, 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).
D. Mockups: Full-size physical assemblies that are constructed on-site either as freestanding
temporary built elements or as part of permanent construction. Mockups are constructed to
verify selections made under Sample submittals; to demonstrate aesthetic effects and 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.
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QUALITY REQUIREMENTS 014000 - 2
E. 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.
F. Product Tests: Tests and inspections that are performed by a nationally recognized testing
laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited according to
NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testi ng agency
qualified to conduct product testing and acceptable to authorities having jurisdiction, to
establish product performance and compliance with specified requirements.
G. Source Quality-Control Tests: Tests and inspections that are performed at the source; for
example, plant, mill, factory, or shop.
H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing
laboratory shall mean the same as testing agency.
I. 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.
J. Quality-Control Services: Tests, inspections, procedures, and related actions during and af ter
execution of the Work to evaluate that actual products incorporated into the Work and
completed construction comply with requirements. Contractor's quality-control services do not
include contract administration activities performed by Architect.
1.3 CONFLICTING REQUIREMENTS
A. Conflicting Standards and Other Requirements: If compliance with two or more standards or
requirements are specified and the standards or requirements 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 direction 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 submitted to authorities having jurisdiction
before starting work on the following systems:
1. Seismic-force-resisting system, designated seismic system, or component listed in the
Statement of Special Inspections.
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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.
C. Permits, Licenses, and Certificates: For Owner's record, 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.
1.5 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, telephone number, and email address 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
inspection.
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 Technical Representative's Field Reports: Prepare written information
documenting manufacturer's technical representative's tests and inspections specified in other
Sections. Include the following:
1. Statement on condition of substrates and their acceptability for installation of product.
2. Statement that products at Project site comply with requirements.
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. Factory-Authorized Service Representative's Reports: Prepare written information documenting
manufacturer's factory-authorized service representative's tests and inspections specified in
other Sections. Include the following:
1. Statement that equipment complies with requirements.
2. Results of operational and other tests and a statement of whether observed performance
complies with requirements.
3. Other required items indicated in individual Specification Sections.
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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. As applicable, procure products
from manufacturers able to meet qualification requirements, warranty requirements, and
technical or factory-authorized service representative requirements.
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, applying, 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. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the
experience and capability to conduct testing and inspection 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.
G. Manufacturer's Technical 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 i ndicated for
this Project.
H. Factory-Authorized Service Representative Qualifications: An authorized representative of
manufacturer who is trained and approved by manufacturer to 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.
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d. When testing is complete, remove test specimens and test assemblies,
and mockups; do not reuse products on Project.
2. Testing Agency Responsibilities: Submit a certified written report of each test,
inspection, and similar quality-assurance service to Architect, with copy to Contractor.
Interpret tests and inspections and state in each report whether tested and inspected work
complies with or deviates from the Contract Documents.
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 of size indicated.
2. Build mockups in location indicated or, if not indicated, as directed by Architect.
3. Notify Architect seven days in advance of dates and times when mockups will be
constructed.
4. Employ supervisory personnel who will oversee mockup construction. Employ workers
that will be employed to perform same tasks during the construction at Project.
5. Demonstrate the proposed range of aesthetic effects and workmanship.
6. Obtain Architect's approval of mockups before starting corresponding work, fabrication,
or construction.
a. Allow five days for initial review and each re-review of each mockup.
7. 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 inspection 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, whether specified or
not, to verify and document that the Work complies with requirements.
1. Engage a qualified testing agency to perform 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 inspection 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.
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4. Testing and inspection requested by Contractor and not required by the Contract
Documents are Contractor's responsibility.
5. Submit additional copies of each written report directly to authorities having jurisdiction,
when they so direct.
C. Retesting/Reinspecting: Regardless of whether original tests or inspe ctions 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.
D. Testing Agency Responsibilities: Cooperate with Architect, Construction Manager, 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 locations 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 duties of Contractor.
E. Manufacturer's Field Services: Where indicated, engage a factory-authorized service
representative to inspect field-assembled components and equipment installation, including
service connections. Report results in writing as specified in Section 013300 "Submittal
Procedures."
F. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical
representative to observe and inspect the Work. Manufacturer's technical representative's
services include participation in preinstallation conferences, examination of substrates and
conditions, verification of materials, observation of Installer activities, inspection of completed
portions of the Work, and submittal of written reports.
G. Associated Contractor Services: Cooperate with agencies and representatives 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
inspection. Assist agency in obtaining samples.
4. Facilities for storage and field curing of test samples.
5. Preliminary design mix proposed for use for material mixes that require control by tes ting
agency.
6. Security and protection for samples and for testing and inspection equipment at Project
site.
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H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and
quality-control services with a minimum of delay and to avoid necessity of removing and
replacing construction to accommodate testing and inspection.
1. Schedule times for tests, inspections, obtaining samples, and similar activities.
1.8 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Owner will engage a qualified testing agency to conduct special
tests and inspections required by authorities having jurisdiction as the responsibility of Owner,
and as follows:
1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures
and reviewing 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.
1. Submit log at Project closeout as part of Project Record Documents.
3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspection, sample taking, and similar services, repair
damaged construction and restore substrates and finishes.
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1. Provide materials and comply with installation requirements specified in other
Specification Sections or matching existing substrates and finishes. Restore patched areas
and extend restoration into adjoining areas with durable seams that are as invisible as
possible. Comply with the Contract Document requirements for cutting and patching in
Section 017300 "Execution."
B. Protect construction exposed by or for quality-control service activities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of
responsibility for quality-control services.
END OF SECTION 014000
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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. Allow other entities engaged in the Project to use
temporary services and facilities without cost, including, but not limited to, Architect, occupants
of Project, testing agencies, and authorities having jurisdiction.
B. Water and Sewer Service from Existing System: Water from Owner's existing water system is
available for use without metering and without payment of use charges. Provide connections
and extensions of services as required for construction operations.
C. Electric Power Service from Existing System: Electric power from Owner's existing system is
available for use without metering and without payment of use charges. Provide connections
and extensions of services as required for construction operations.
1.3 INFORMATIONAL SUBMITTALS
A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging
areas, construction site entrances, vehicle circulation, and parking areas for construction
personnel.
B. Project Identification and Temporary Signs: Show fabrication and installation details, including
plans, elevations, details, layouts, typestyles, graphic elements, and message content.
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.
D. Moisture-and Mold-Protection Plan: Describe procedures and controls for protecting materials
and construction from water absorption and damage and mold.
E. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the
dust- and HVAC-control measures proposed for use, proposed locations, and proposed time
frame for their operation. Include the following:
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1. Locations of dust-control partitions at each phase of work.
2. HVAC system isolation schematic drawing.
3. Location of proposed air-filtration system discharge.
4. Waste-handling procedures.
5. Other dust-control measures.
1.4 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary
electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each
temporary utility before use. Obtain required certifications and permits.
C. Accessible Temporary Egress: Comply with applicable provisions in the ICC/ANSI A117.1.
1.5 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume
responsibility for operation, maintenance, and protection of each permanent service during its
use as a construction facility before Owner's acceptance, regardless of previously assigned
responsibilities.
PART 2 - PRODUCTS
2.1 TEMPORARY FACILITIES
A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature
controls, and foundations adequate for normal loading.
B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect, and
construction personnel office activities and to accommodate Project meetings specified in other
Division 01 Sections. Keep office clean and orderly. Furnish and equip offices as follows:
1. Furniture required for Project-site documents including file cabinets, plan tables, plan
racks, and bookcases.
2. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68
to 72 deg F (20 to 22 deg C).
3. Drinking water and private toilet.
4. Lighting fixtures capable of maintaining average illumination of 20 fc (215 lx) at desk
height.
2.2 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by
locations and classes of fire exposures.
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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 TEMPORARY FACILITIES, GENERAL
A. Conservation: Coordinate construction and use of temporary facilities with consideration given
to conservation of energy, water, and materials. Coordinate use of temporary utilities to
minimize waste.
1. Salvage materials and equipment involved in performance of, but not actually
incorporated into, the Work. See other Sections for disposition of salvaged materials that
are designated as Owner's property.
3.2 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.
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities
are no longer needed or are replaced by authorized use of completed permanent facilities.
3.3 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.
C. 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.
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D. Temporary Heating and Cooling: NO temporary heating and cooling required for construction
activities for curing or drying of completed installations or for protecting installed construction
from adverse effects of low temperatures or high humidity as owner will allow contractor to use
existing heating and cooling.
E. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering
occupied areas.
F. Electric Power Service: Provide electric power service and distribution system of sufficient size,
capacity, and power characteristics required for construction operations.
G. 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.
H. Telephone Service: Provide temporary telephone service in common -use facilities for use by all
construction personnel. Install WiFi, cell phone access equipment for each field office.
3.4 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. 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.
C. Parking: Use designated areas of Owner's existing parking areas for construction personnel.
D. 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.
E. Waste Disposal Facilities: 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."
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F. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
1. Truck cranes and similar devices used for hoisting materials are considered "tools and
equipment" and not temporary facilities.
G. Existing Elevator Use: Use of Owner's existing elevators will be permitted, provided elevators
are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion,
restore elevators to condition existing before initial use, including replacing worn cables, guide
shoes, and similar items of limited life.
1. Do not load elevators beyond their rated weight capacity.
2. Provide protective coverings, barriers, devices, signs, or other procedures to protect
elevator car and entrance doors and frame. If, despite such protection, elevators become
damaged, engage elevator Installer to restore damaged work so no evidence remains of
correction work. Return items that cannot be refinished in field to the shop, make
required repairs and refinish entire unit, or provide new units as required.
H. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are
cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore
stairs to condition existing before initial use.
1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs
and to maintain means of egress. If stairs become damaged, restore damaged areas so no
evidence remains of correction work.
3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilitie s, and
other improvements at Project site and on adjacent properties, except those indicated to be
removed or altered. Repair damage to existing facilities.
1. Where access to adjacent properties is required in order to affect protection of existing
facilities, obtain written permission from adjacent property owner to access property for
that purpose.
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. Tree and Plant Protection: Comply with requirements specified in Section 015639 "Temporary
Tree and Plant Protection."
D. 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.
E. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of
construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and
similar violations of security. Lock entrances at end of each workday.
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F. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having
jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.
G. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and
as required by authorities having jurisdiction.
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 incomplete, 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. Comply with additional limits on smoking
specified in other Sections.
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.
J. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt
migration and to separate areas occupied by Owner from fumes and noise.
1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side,
and fire-retardant-treated plywood on construction operations side.
2. Provide walk-off mats at each entrance through temporary partition.
3.6 MOISTURE AND MOLD CONTROL
A. Contractor's Moisture-Protection Plan: Describe delivery, handling, storage, installation, and
protection provisions for materials subject to water absorption or water damage.
1. Indicate procedures for discarding water-damaged materials, protocols for mitigating
water intrusion into completed Work, and replacing water-damaged Work.
2. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials,
plastering, and terrazzo grinding, and describe plans for dealing with water from these
operations. Show procedures for verifying that wet construction has dried sufficiently to
permit installation of finish materials.
3. Indicate methods to be used to avoid trapping water in finished work.
B. Exposed Construction Period: Before installation of weather barriers, when materials are subject
to wetting and exposure and to airborne mold spores, protect as follows:
1. Protect porous materials from water damage.
2. Protect stored and installed material from flowing or standing water.
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3. Keep porous and organic materials from coming into prolonged contact with concrete.
4. Remove standing water from decks.
5. Keep deck openings covered or dammed
C. Partially Enclosed Construction Period: 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. Periodically collect and remove waste containing cellulose or other organic matter.
4. Discard or replace water-damaged material.
5. Do not install material that is wet.
6. Discard and replace stored or installed material that begins to grow mold.
7. Perform work in a sequence that allows wet materials adequate time to dry before
enclosing the material in gypsum board or other interior finishes.
3.7 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. Temporary Facility Changeover: Do not change over from using temporary security and
protection facilities to permanent facilities until Substantial Completion.
C. 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.
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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TEMPORARY TREE AND PLANT PROTECTION 015639 - 1
SECTION 015639 - TEMPORARY TREE AND PLANT PROTECTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes general protection and pruning of existing trees and plants that are affected by
execution of the Work, whether temporary or permanent construction.
1.2 DEFINITIONS
A. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other
vegetation to be protected during construction.
B. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected
during construction and defined by a circle concentric with each tree with a radius 1.5 times the
diameter of the drip line unless otherwise indicated.
1.3 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings:
1. Include plans, elevations, sections, and locations of protection-zone fencing and signage,
showing relation of equipment-movement routes and material storage locations with
protection zones.
C. Samples: For each type of the following:
1. Organic Mulch: Sealed plastic bags labeled with composition of materials by percentage
of weight and source of mulch.
2. Protection-Zone Fencing: Assembled Samples.
3. Protection-Zone Signage: Full-size Samples.
D. Tree Pruning Schedule: Written schedule detailing scope and extent of pruning of trees to
remain that interfere with or are affected by construction.
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1.5 INFORMATIONAL SUBMITTALS
A. Certification: From arborist, certifying that trees indicated to remain have been protected during
construction according to recognized standards and that trees were promptly and properly
treated and repaired when damaged.
B. Maintenance Recommendations: From arborist, for care and protection of trees affected by
construction during and after completing the Work.
C. Existing Conditions: Documentation of existing trees and plantings indicated to remain, which
establishes preconstruction conditions that might be misconstrued as damage caused by
construction activities.
1.6 QUALITY ASSURANCE
A. Arborist Qualifications: Certified Arborist as certified by ISA, licensed arborist in jurisdiction
where Project is located, current member of ASCA, or registered Consulting Arborist as
designated by ASCA.
1.7 FIELD CONDITIONS
A. The following practices are prohibited within protection zones:
1. Storage of construction materials, debris, or excavated material.
2. Moving or parking vehicles or equipment.
3. Foot traffic.
4. Erection of sheds or structures.
5. Impoundment of water.
6. Excavation or other digging unless otherwise indicated.
7. Attachment of signs to or wrapping materials around trees or plants unless otherwise
indicated.
B. Do not direct vehicle or equipment exhaust toward protection zones.
C. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones and
organic mulch.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Protection-Zone Fencing: Fencing fixed in position and meeting one of the following
requirements:
1. Chain-Link Protection-Zone Fencing: Galvanized-steel fencing fabricated from minimum
2-inch (50-mm) opening, 0.148-inch- (3.76-mm-) diameter wire chain-link fabric; with
pipe posts, minimum 2-3/8-inch- (60-mm-) OD line posts, and 2-7/8-inch- (73-mm-) OD
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corner and pull posts; with 1-5/8-inch- (42-mm-) OD top rails and 0.177-inch- (4.5-mm-)
diameter bottom tension wire; with tie wires, hog ring ties, and other accessories for a
complete fence system.
a. Height: 72 inches (1800 mm).
2. Plastic Protection-Zone Fencing: Plastic construction fencing constructed of high-density
extruded and stretched polyethylene fabric with 2-inch (50-mm) maximum opening in
pattern and supported by tubular or T-shape galvanized-steel posts spaced not more than
96 inches (2400 mm) apart. High-visibility orange color.
a. Height: 48 inches (1200 mm).
3. Gates: Swing access gates matching material and appearance of fencing, to allow for
maintenance activities within protection zones.
B. Protection-Zone Signage: Shop-fabricated, rigid plastic or metal sheet with attachment holes
prepunched and reinforced; legibly printed with nonfading lettering.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Erosion and Sedimentation Control: Examine the site to verify that temporary erosion- and
sedimentation-control measures are in place. Verify that flows of water redirected from
construction areas or generated by construction activity do not enter or cross protection zones.
3.2 PREPARATION
A. Protect tree root systems from damage caused by runoff or spillage of noxious materials while
mixing, placing, or storing construction materials. Protect root systems from ponding, eroding,
or excessive wetting caused by dewatering operations.
3.3 PROTECTION ZONES
A. Protection-Zone Fencing: Install protection-zone fencing along edges of protection zones in a
manner that will prevent people from easily entering protected areas except by entrance gates.
1. Chain-Link Fencing: Install to comply with ASTM F 567 and with manufacturer's written
instructions.
2. Posts: Set or drive posts into ground one-third the total height of the fence without
concrete footings. Where a post is located on existing paving or concrete to remain,
provide appropriate means of post support acceptable to Architect.
3. Access Gates: Install where required by architect and owner.
B. Protection-Zone Signage: Install protection-zone signage in visibly prominent locations in a
manner approved by Architect.
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C. Maintain protection zones free of weeds and trash.
D. Maintain protection-zone fencing and signage in good condition as acceptable to Architect and
remove when construction operations are complete and equipment has been removed from the
site.
3.4 CROWN PRUNING
A. Prune branches that are affected by temporary and permanent construction. Prune branches as
directed by arborist.
1. Prune to remove only injured, broken, dying, or dead branches unless otherwise
indicated. Do not prune for shape unless otherwise indicated.
2. Do not remove or reduce living branches to compensate for root loss caused by damaging
or cutting root system.
3. Pruning Standards: Prune trees according to ANSI A300 (Part 1).
B. Cut branches with sharp pruning instruments; do not break or chop.
C. Do not paint or apply sealants to wounds.
D. Chip removed branches and dispose of off-site.
3.5 FIELD QUALITY CONTROL
A. Inspections: Engage a qualified arborist to direct plant-protection measures in the vicinity of
trees, shrubs, and other vegetation indicated to remain and to prepare inspection reports.
3.6 REPAIR AND REPLACEMENT
A. General: Repair or replace trees, shrubs, and other vegetation indicated to remain or to be
relocated that are damaged by construction operations, in a manner approved by Architect.
1. Perform repairs of damaged trunks, branches, and roots within 24 hours according to
arborist's written instructions.
2. Replace trees and other plants that cannot be repaired and restored to full-growth status,
as determined by Architect.
3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove excess excavated material, displaced trees, trash, and debris and legall y
dispose of them off Owner's property.
END OF SECTION 015639
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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. Installation of the Work.
3. Cutting and patching.
4. Progress cleaning.
5. Starting and adjusting.
6. Protection of installed construction.
B. Related Requirements:
1. Section 011000 "Summary" for limits on use of Project site.
1.2 QUALITY ASSURANCE
A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of
construction elements.
1. Structural Elements: When cutting and patching structural elements, notify Architect of
locations and details of cutting and await directions from Architect before proceeding.
Shore, brace, and support structural elements 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.
B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written
recommendations and instructions for installation of products and equipment.
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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, investigate and verify
the existence and location of underground mechanical and electrical systems, and other
construction affecting the Work.
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. 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.
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B. Space Requirements: Verify space requirements and dimensions of items shown
diagrammatically on Drawings.
C. 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 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and
elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Where space is limited, install components to maximize space available for maintenance
and ease of removal for replacement.
3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.
B. Comply with manufacturer's written instructions and recommendations for installing products in
applications indicated.
C. Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until Substantial Completion.
D. Conduct construction operations so no part of the Work is subjected to damaging operations or
loading in excess of that expected during normal conditions of occupancy.
E. Sequence the Work and allow adequate clearances to accommodate movement of construction
items on site and placement in permanent locations.
F. Tools and Equipment: Where possible, select tools or equipment that minimize production of
excessive 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 portions of the 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.
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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. Remove and replace damaged, defective, or non-conforming Work.
3.4 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching.
Proceed with cutting and patching at the earliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other components or performance
of other construction, and subsequently patch as required to restore surfaces to their
original condition.
B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during installation or cutting and patching operations, by methods and with materials so as not
to void existing warranties.
C. Temporary Support: Provide temporary support of work to be cut.
D. Protection: Protect in-place construction during cutting and patching to prevent damage.
Provide protection from adverse weather conditions for portions of Project that might be
exposed during cutting and patching operations.
E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free
passage to adjoining areas is unavoidable, coordinate cutting and patching according to
requirements in Section 011000 "Summary."
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: 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.
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H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations
following performance of other work. Patch with durable seams that are as invisible as
practicable. Provide materials and comply with installation requirements specified in other
Sections, where applicable.
1. Inspection: Where feasible, test and inspect patched areas after completion to
demonstrate physical integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration
into retained adjoining construction in a manner that will minimize evidence of patching
and refinishing.
3. Floors and Walls: Where walls or partitions that are removed extend one finished area
into another, patch and repair floor and wall surfaces in the new space. Provide an even
surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall
coverings and replace with new materials, if necessary, to achieve uniform color and
appearance.
4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane
surface of uniform appearance.
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.
3.5 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.
a. Use containers intended for holding waste materials of type to be stored.
4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors
are working concurrently.
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.
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D. Installed Work: Keep installed work clean. Clean installed surfaces according to written
instructions of manufacturer or fabricator of product installed, using only cl eaning 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. Comply with waste disposal requirements in Section 017419
"Construction Waste Management and Disposal."
H. During handling and installation, clean and protect construction in progress and adjoining
materials already in place. Apply protective covering where required to ensure protection from
damage or deterioration at Substantial Completion.
I. Clean and provide maintenance on completed construction as frequently as necessary through
the remainder of the construction period. Adjust and lubricate operable components to ensure
operability without damaging effects.
J. Limiting Exposures: Supervise construction operations to ensure that no part of the
construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise
deleterious exposure during the construction period.
3.6 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. Protection of Existing Items: Provide protection and ensure that existing items to remain
undisturbed by construction are maintained in condition that existed at commencement of the
Work.
C. Comply with manufacturer's written instructions for temperature and relative humidity.
END OF SECTION 017300
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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. Salvaging nonhazardous demolition and construction waste.
2. Disposing of nonhazardous demolition and construction waste.
B. Related Requirements:
1. Section 024119 "Selective Demolition" for disposition of waste resulting from partial
demolition of buildings, structures, and site improvements, and for disposition of
hazardous waste.
1.2 DEFINITIONS
A. Construction Waste: Building and site improvement materials and other solid waste resulting
from construction, remodeling, renovation, or repair operations. Construction waste includes
packaging.
B. Demolition Waste: Building and site improvement materials resulting from de molition or
selective demolition operations.
C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling,
reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.
D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation
for reuse.
E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another
facility.
F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation
into the Work.
1.3 QUALITY ASSURANCE
A. Waste Management Conference: Conduct conference at Project site to comply with
requirements in Section 013100 "Project Management and Coordination."
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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SALVAGING DEMOLITION WASTE
A. Salvaged Items for Reuse in the Work:
1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers.
3. Store items in a secure area until installation.
4. Protect items from damage during transport and storage.
5. Install salvaged items to comply with installation requirements for new mate rials and
equipment. Provide connections, supports, and miscellaneous materials necessary to
make items functional for use indicated.
3.2 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove
waste materials from Project site and legally dispose of them in a landfill or incinerator
acceptable to authorities having jurisdiction.
1. Except as otherwise specified, do not allow waste materials that are to be disposed of
accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces
and areas.
B. Burning: Do not burn waste materials.
C. Burning: Burning of waste materials is permitted only at designated areas on Owner's property,
provided required permits are obtained. Provide full-time monitoring for burning materials until
fires are extinguished.
D. Disposal: Remove waste materials and dispose of at designated spoil areas on Owner's property.
E. Disposal: Remove waste materials from Owner's property and legally dispose of them.
END OF SECTION 017419
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CLOSEOUT PROCEDURES 017700 - 1
SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for contract closeout, including,
but not limited to, the following:
1. Substantial Completion procedures.
2. Final completion procedures.
3. Warranties.
4. Final cleaning.
5. Repair of the Work.
B. Related Requirements:
1. Section 017823 "Operation and Maintenance Data" for additional operation and
maintenance manual requirements.
2. Section 017839 "Project Record Documents" for submitting Record Drawings, Record
Specifications, and Record Product Data.
3. Section 017900 "Demonstration and Training" for requirements to train the Owner's
maintenance personnel to adjust, operate, and maintain products, equipment, and
systems.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of cleaning agent.
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.
1.4 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.
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B. Submittals Prior to Substantial Completion: Complete the following 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, damage or settlement 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.
5. Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
C. Procedures Prior to Substantial Completion: Complete the following 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. Complete startup and testing of systems and equipment.
3. Perform preventive maintenance on equipment used prior to Substantial Completion.
4. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
5. Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
6. Complete final cleaning requirements.
7. Touch up paint 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 2 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.
1.5 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: 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
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CLOSEOUT PROCEDURES 017700 - 3
and dated by Architect. Certified copy of the list shall st ate 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 a minimum of
5 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 a final Certificate for Payment after inspection
or will notify Contractor of construction that must be completed or corrected before certificate
will be issued.
1.6 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name and identification of each space and area affected by
construction operations for incomplete items and items needing correction including, if
necessary, areas disturbed by Contractor that are outside the limits of construction.
1. Organize list of spaces in sequential order.
2. Organize items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment, and building systems.
3. Submit list of incomplete items in the following format:
a. PDF electronic file. Architect will return annotated file.
1.7 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Architect for designated portions of
the Work where warranties are indicated to commence on dates other than date of Substantial
Completion, 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 Project
Manual.
C. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete
warranty and bond submittal package into a single electronic PDF file with bookmarks enabling
navigation to each item. Provide bookmarked table of contents at beginning of document.
1. Submit on digital media acceptable to Architect.
D. Warranties in Paper Form:
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.
E. Provide additional copies of each warranty to include in operation and maintenance manuals.
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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.
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. 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.
c. Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
d. Sweep concrete floors broom clean in unoccupied spaces.
e. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean
according to manufacturer's recommendations if visible soil or stains remain.
f. Clean plumbing fixtures to a sanitary condition, free of stains, including stains
resulting from water exposure.
g. Replace disposable air filters and clean permanent air filters. Clean exposed
surfaces of diffusers, registers, and grills.
h. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
i. Leave Project clean and ready for occupancy.
C. Construction Waste Disposal: Comply with waste disposal requirements in Section 015000
"Temporary Facilities and Controls."
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3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations, before requesting inspection for determination of
Substantial Completion.
B. Repair, or remove and replace, defective construction. Repairing includes replacing defective
parts, refinishing damaged surfaces, touching up with matching materials, and properly
adjusting operating equipment. Where damaged or worn items cannot be repaired or restored,
provide replacements. Remove and replace operating components that cannot be repaired.
Restore damaged construction and permanent facilities used during construction to specified
condition.
END OF SECTION 017700
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OPERATION AND MAINTENANCE DATA 017823 - 1
SECTION 017823 - OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for preparing operation and
maintenance manuals, including the following:
1. Product maintenance manuals.
1.2 CLOSEOUT SUBMITTALS
A. Submit operation and maintenance manuals indicated. Provide content for each manual as
specified in individual Specification Sections, and as reviewed and approved at the time of
Section submittals. Submit reviewed manual content formatted and organized as required by
this Section.
1. Architect will comment on whether content of operation and maintenance submittals is
acceptable.
2. Where applicable, clarify and update reviewed manual content to correspond to revisions
and field conditions.
B. Format: Submit operation and maintenance manuals in the following format:
1. Submit on digital media acceptable to Architect. Enable reviewer comments on draft
submittals.
2. Submit two paper copies. Architect will return two copies.
C. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for
Substantial Completion and at least 5 days before commencing demonstration and training.
Architect will return copy with comments.
1. Correct or revise each manual to comply with Architect's comments. Submit copies of
each corrected manual within 5 days of receipt of Architect's comments and prior to
commencing demonstration and training.
D. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and
maintenance documentation.
1.3 FORMAT OF OPERATION AND MAINTENANCE MANUALS
A. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic
PDF file for each manual type required.
1. Electronic Files: Use electronic files prepared by manufacturer where available. Where
scanning of paper documents is required, configure scanned file for minimum readable
file size.
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2. File Names and Bookmarks: Bookmark individual documents based on file names. Name
document files to correspond to system, subsystem, and equipment names used in manual
directory and table of contents. Group documents for each system and subsystem into
individual composite bookmarked files, then create composite manual, so that resulting
bookmarks reflect the system, subsystem, and equipment names in a readily navigated
file tree. Configure electronic manual to display bookmark panel on opening file.
B. Manuals, Paper Copy: Submit manuals in the form of hard-copy, bound and labeled volumes.
1. Binders: Heavy-duty, three-ring, vinyl-covered, loose-leaf 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.
2. 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.
1.4 PRODUCT MAINTENANCE MANUALS
A. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and
maintenance of each product, material, and finish incorporated into the Work.
B. 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.
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:
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.
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F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and
conditions that would affect validity of warranties or bonds.
1. Include procedures to follow and required notifications for warranty claims.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 017823
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PROJECT RECORD DOCUMENTS 017839 - 1
SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for project record documents,
including the following:
1. Record Drawings.
2. Record Specifications.
3. Record Product Data.
B. Related Requirements:
1. Section 017823 "Operation and Maintenance Data" for operation and maintenance
manual requirements.
1.2 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:
1. Number of Copies: Submit one set(s) of marked-up record prints.
B. Record Specifications: Submit one paper copy or annotated PDF electronic files of Project's
Specifications, including addenda and contract modifications.
1.3 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 installat ion varies
from that shown originally. Require individual or entity who obtained record data,
whether individual or entity is Installer, subcontractor, or similar entity, to provide
information for preparation of corresponding marked -up record prints.
a. Give particular attention to information on concealed elements that would be
difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique.
c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations.
e. Cross-reference record prints to corresponding photographic documentation.
2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
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c. Depths of foundations.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Construction Change Directive.
k. Details not on the original Contract Drawings.
l. Field records for variable and concealed conditions.
m. Record information on the Work that is shown only schematically.
3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use
personnel proficient at recording graphic information in production of marked -up record
prints.
4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish
between changes for different categories of the Work at same location.
5. Mark important additional information that was either shown schematically or omitted
from original Drawings.
6. Note Construction Change Directive numbers, alternate numbers, Change Order
numbers, and similar identification, where applicable.
1.4 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 ot her information necessary to
provide a record of selections made.
4. For each principal product, indicate whether record Product Data has been submitted in
operation and maintenance manuals instead of submitted as record Product Data.
5. Note related Change Orders, record Product Data, and record Drawings where applicable.
B. Format: Submit record Specifications as scanned PDF electronic file(s) of marked-up paper
copy of Specifications.
1.5 RECORD PRODUCT DATA
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. Preparation: Mark Product Data to indicate the actual product installation where installation
varies substantially from that indicated in Product Data submittal.
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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.
C. Format: Submit record Product Data as scanned PDF electronic file(s) of marked-up paper copy
of Product Data.
1. Include record Product Data directory organized by Specification Section number and
title, electronically linked to each item of record Product Data.
1.6 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store record documents 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.
PART 2 - PRODUCTS
PART 3 - EXECUTION
END OF SECTION 017839
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SELECTIVE DEMOLITION 024119 - 1
SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of building or structure.
2. Salvage of existing items to be reused or recycled.
1.2 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones
and their contents, commemorative plaques and tablets, and other items of interest or value to
Owner that may be uncovered during demolition remain the property of Owner.
1. Carefully salvage in a manner to prevent damage and promptly return to Owner.
1.3 PREINSTALLATION MEETINGS
A. Predemolition Conference: Conduct conference at Project site.
1.4 INFORMATIONAL SUBMITTALS
A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures
proposed for protecting individuals and property, for environmental protection, for dust control
and, for noise control. Indicate proposed locations and construction of barriers.
B. Schedule of selective demolition activities with starting and ending dates for each activity.
C. Predemolition photographs or video.
1.5 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as
far as practical.
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
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D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the
Work.
1. If suspected hazardous materials are encountered, do not disturb; immediately notify
Architect and Owner. Hazardous materials will be removed by Owner under a separate
contract.
E. Storage or sale of removed items or materials on-site is not permitted.
F. Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
G. Arrange selective demolition schedule so as not to interfere with Owner's operations.
1.6 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials and using approved contractors so
as not to void existing warranties.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of authorities
having jurisdiction.
B. Standards: Comply with ASSE A10.6 and NFPA 241.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition
operations.
B. Inventory and record the condition of items to be removed and salvaged.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and
protect them against damage.
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B. Existing Services/Systems to Be Removed and then reinstalled: Locate, identify, and work
coordinate with owner to shut off breakers during construction.
3.3 PROTECTION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as
required to preserve stability and prevent movement, settlement, or collapse of construction and
finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of
construction being demolished.
C. Remove temporary barricades and protections where hazards no longer exist.
3.4 SELECTIVE DEMOLITION
A. General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations of
governing regulations and as follows:
1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use
cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding, not hammering and
chopping. Temporarily cover openings to remain.
2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
3. Do not use cutting torches until work area is cleared of flammable materials. At
concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden
space before starting flame-cutting operations. Maintain portable fire-suppression devices
during flame-cutting operations.
4. Maintain fire watch during and for at least 4 hours after flame-cutting operations.
5. Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
6. Dispose of demolished items and materials promptly. Comply with requirements in
Section 017419 "Construction Waste Management and Disposal."
B. Site Access and Temporary Controls: Conduct selective demolition and debris -removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
C. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
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D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and cleaned and reinstalled in their
original locations after selective demolition operations are complete.
3.5 CLEANING
A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved
construction and demolition waste landfill acceptable to authorities having jurisdiction and
recycle or dispose of them according to Section 017419 "Construction Waste Management and
Disposal."
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces
and areas.
3. Remove debris from elevated portions of building by chute, hoist, or other device that
will convey debris to grade level in a controlled descent.
4. Comply with requirements specified in Section 017419 "Construction Waste
Management and Disposal."
B. Burning: Do not burn demolished materials.
C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective demolition
operations began.
END OF SECTION 024119
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PREPARATION FOR REROOFING 070150.19 - 1
SECTION 070150.19 - PREPARATION FOR REROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Partial removal and cut back of roof areas indicated on Drawings.
2. Re-cover preparation of roof areas indicated on Drawings.
3. Removal of flashings, counterflashings and coping as indicated on Drawings.
1.2 PREINSTALLATION MEETINGS
A. Preliminary Roofing Conference: Before starting removal Work, conduct conference at Project
site.
1.3 INFORMATIONAL SUBMITTALS
A. Photographs or Videotape: Show existing conditions of adjoining construction and site
improvements, including exterior and interior finish surfaces that might be misconstrued as
having been damaged by reroofing operations.
1. Submit before Work begins.
B. Installer qualifications.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Approved by warrantor of existing roofing system to work on existing
roofing.
1.5 FIELD CONDITIONS
A. Existing Roofing System: PVC roofing.
B. Owner will occupy portions of building immediately below reroofing area.
1. Conduct reroofing so Owner's operations are not disrupted.
2. Provide Owner with not less than 72 hours' written notice of activities that may affect
Owner's operations.
3. Coordinate work activities daily with Owner so Owner has adequate advance notice to
place protective dust and water-leakage covers over sensitive equipment and furnishings,
shut down HVAC and fire-alarm or -detection equipment if needed, and evacuate
occupants from below work area.
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C. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior
plantings, and landscaping from damage or soiling from reroofing operations.
D. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.
E. Conditions existing at time of inspection for bidding will be maintained by Owner as far as
practical.
1. Construction Drawings and Project Manual for existing roofing system are provided for
Contractor's convenience and information, but they are not a warranty of existing
conditions. They are intended to supplement rather than serve in lieu of Contractor's own
investigations. Contractor is responsible for conclusions derived from existing
documents.
F. Limit construction loads on existing roof areas to remain, and existing roof areas scheduled to
be reroofed to 350 pounds for rooftop equipment wheel loads and 35psf for uniformly
distributed loads.
G. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted
weather conditions permit Work to proceed without water entering existing roofing system or
building.
1. Remove only as much roofing in one day as can be made watertight in the same day.
1.6 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during reroofing, by methods and with materials so as not to void existing roofing system
warranty issued by Sarnafil. Contractor to review with manufactures representative the work to
be done before starting demolition, to verify that the new systems components and execution
will not void the existing or the new warranty.
PART 2 - PRODUCTS
2.1 AUXILIARY REROOFING MATERIALS
A. General: Use auxiliary reroofing preparation material s recommended by roofing system
manufacturer for intended use and compatible with components of existing and new roofing
system.
PART 3 - EXECUTION
3.1 PREPARATION
A. Seal or isolate windows that may be exposed to airborne substances created in removal of
existing materials.
B. Shut off rooftop utilities and service piping before beginning the Work.
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C. Test existing roof drains to verify that they are not blocked or restricted.
1. Immediately notify Architect of any blockages or restrictions.
D. Coordinate with Owner to shut down air-intake equipment in the vicinity of the Work.
1. Cover air-intake louvers before proceeding with reroofing work that could affect indoor
air quality or activate smoke detectors in the ductwork.
E. During removal operations, have sufficient and suitable materials on-site to facilitate rapid
installation of temporary protection in the event of unexpected rain.
F. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday.
1. Prevent debris from entering or blocking roof drains and conductors.
a. Use roof-drain plugs specifically designed for this purpose.
b. Remove roof-drain plugs at end of each workday, when no work is taking place, or
when rain is forecast.
2. If roof drains are temporarily blocked or unserviceable due to roofing system removal or
partial installation of new roofing system, provide alternative drainage method to remove
water and eliminate ponding.
a. Do not permit water to enter into or under existing roofing system components that
are to remain.
3.2 ROOF TEAR-OFF
A. Lower removed roofing materials to ground and onto lower roof levels, using dust -tight chutes
or other acceptable means of removing materials from roof areas.
B. Partial Roof Tear-off (Cutl back): Where indicated on Drawings, remove existing roofing down
existing concrete deck to as indicated on Drawings and immediately check for presence of
moisture.
1. Survey exposed substrate that is to remain using infrared color thermography according
to ASTM C 1153.
a. Prepare survey report of initial scan indicating locations of entrapped moisture, if
any, and area calculations of locations of entrapped moisture.
2. Remove all wet or damp materials below existing roofing and above deck as directed by
Architect.
3. Inspect wood blocking, curbs, and nailers for deterioration and damage.
a. If wood blocking, curbs, or nailers have deteriorated, immediately notify Architect.
4. Bitumen and felts that are firmly bonded to concrete decks are permitted to remain if felts
are dry.
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a. Remove unadhered bitumen, unadhered felts, and wet felts.
5. Remove fasteners from deck.
3.3 DECK PREPARATION
A. Inspect deck after tear-off (Peel Back) of roofing system.
B. If broken or loose fasteners that secure deck panels to one another or to structure are observed,
or if deck appears or feels inadequately attached, immediately notify Architect.
1. Do not proceed with installation until directed by Architect and Roof System
Manufacture Rep.
C. If deck surface is unsuitable for receiving new roofing or if structural integrity of deck is
suspect, immediately notify Architect.
1. Do not proceed with installation until directed by Architect and Roof System
Manufacture Rep.
3.4 ROOF RE-COVER PREPARATION
A. Remove blisters, ridges, buckles, mechanically attached roofing fastener buttons projecting
above roofing, and other substrate irregularities from existing roofing that inhibit new recover
boards from conforming to substrate.
1. Broom clean existing substrate.
2. Coordinate with Owner's inspector to schedule times for tests and inspections.
3. Verify that existing substrate is dry.
a. Spot check substrates with an electrical capacitance moisture-detection meter.
4. Remove materials that are wet or damp.
a. Removal will be paid for by adjusting the Contract Sum..
B. Remove blisters, ridges, buckles, mechanically attached roofing fastener buttons projecting
above roofing, and other substrate irregularities from existing roofing that inhibit new roofing
from conforming to substrate.
1. Broom clean existing substrate.
2. Verify that existing substrate is dry before proceeding with installation.
a. Spot check substrates with an electrical capacitance moisture-detection meter.
3. Remove materials that are wet and damp.
a. Removal will be paid for by adjusting the Contract Sum.
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3.5 BASE FLASHING AND COPING REMOVAL
A. Remove existing base flashings and coping as indicated on drawings.
1. Clean substrates of contaminants, such as asphalt, sheet materials, dirt, and debris.
B. Do not damage metal counterflashings that are to remain.
1. Replace metal counterflashings damaged during removal with counterflashings of same
metal, weight or thickness, and finish as existing.
C. Inspect parapet sheathing, wood blocking, curbs, and nailers for deterioration and damage.
1. If parapet sheathing, wood blocking, curbs, or nailers have deteriorated, immediately
notify Architect.
END OF SECTION 070150.19
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Sprayed Applied Insulation 1 Section 07 2119
SECTION 07 2119 SPRAYED APPLIED INSULATION
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install sprayed applied insulation at existing exterior architectural precast
concrete walls as described in Contract Documents.
2. Furnish and install sprayed applied insulation between concrete roof deck and existing
exterior architectural precast concrete.
B. Inspection
1. Building Envelope consultant will provide observation and testing of installed insulation
for compliance with Work of this Section.
1.2 REFERENCES
A. Reference Standards
1. ASTM International
a. ASTM C1029-05a, ‘Standard Specification for Spray-Applied Rigid Cellular
Polyurethane Thermal Insulation’.
b. ASTM C1149-06 ‘Standard Specification for Self-Supported Spray Applied
Cellulosic Thermal Insulation’.
c. ASTM C 518, ‘Standard Test Method for Steady-State Thermal Transmission
Properties by Means of the Heat Flow Meter Apparatus’.
d. ASTM E 84, Surface Burning Characteristics.
e. ASTM E 96, ‘Standard Test Methods for Water Vapor Transmission of Materials’.
f. ASTM E 119, ‘Standard Test Methods for Fire Tests of Building Construction and
Materials’.
g. ASTM E 283, ‘Standard Test Method for Determining Rate of Air Leakage Through
Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences
Across the Specimen’.
h. ASTM E 736, ‘Standard Test Method for Cohesion/Adhesion of Sprayed Fire-
Resistive Materials Applied to Structural Members’.
i. ASTM E 1042-02, ‘Standard Classification for Acoustically Absorptive Materials
Applied by Trowel or Spray’.
1.3 SUBMITTALS
A. Action Submittals
1. Product Data
a. Manufacturer's literature.
B. Informational Submittals
1. Manufacturer Instructions
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Sprayed Applied Insulation 2 Section 07 2119
a. Published installation instructions.
2. Qualification Statements
a. Installer
1) Manufacturer's certification that installer is trained and authorized by
Manufacturer.
3. Provide documentation that Thermal Barrier meets requirements as set forth above.
1.4 QUALITY ASSURANCE
A. Qualifications
1. Installer: Requirements of Section 01 4000 applies, but not limited to following:
a. Installer shall be trained and certified by Manufacturer to install system.
B. Single Source Responsibility: Single source product from one manufacturer.
C. Fire-Test Response Characteristics: Provide materials specified as determined by testing
identical products per test method indicated below by a testing and inspecting agency
acceptable to authorities having jurisdiction. Identify materials with appropriate markings of
applicable testing and inspecting agency.
1. Surface-Burning characteristics: ASTM E 84.
2. Meet NFPA 285.
D. Toxicity/Hazardous Materials
1. Provide products that contain no urea-formaldehyde.
2. Provide products that contain no PBDEs.
3. Provide products that are “Low-emitting”.
E. Delivery, Storage, and Handling
1. Comply with manufacturers written instructions for handling and protection prior to and
during installation.
2. Store both components in a temperature controlled area between 65 and 85 degrees F.
Do not allow product to freeze.
F. Density Testing
1. Provide density testing in accordance with ASTM D 1622 of in place material on a
regular basis as installation occurs. Provide a minimum of 2 samples per area installed
and cured for work completed within a 1 day timeframe. Reports of this testing will be
provided to the Owner and Design team.
G. Adhesion Testing
1. Provide adhesion testing in accordance with ASTM D 4541 of in place material as the
first spray applied insulation is applied to a new material substrate. Reports of this testing
will be provided to the Owner and Design team.
H. Project Conditions
1. Do not expose to sunlight, except to the extent necessary for period of installation and
concealment.
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Sprayed Applied Insulation 3 Section 07 2119
PART 2 - PRODUCTS
2.1 PRODUCT
A. Closed-Cell Spray Applied Insulation
1. Minimum density of 2 lb/cu.ft.
2. Insulation shall act as vapor and air barrier meeting requirements of local building codes
and regulations.
3. Maximum flame-spread and smoke-developed indexes of 25 and 450, respectively, per
ASTM E 84.
4. Meeting NFPA 285
2.2 MANUFACTURERS
A. Acceptable Manufacturers and product for Spray Applied Insulation:
1. Basis of Design: DOW Froth-Pak
2. ICYNENE MD-C-200 by Icynene Inc.
3. Bayseal CC X by Bayer Material Science.
4. Architect approved products prior to bid. Refer to Section 01 6200.
5. Thermal Values: Minimum “R” Value – R21 (3.5” thickness) with not less than 3.5
inches thick at any given location (this is not an average thickness rather a minimum
thickness of 3.5 inches).
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification Of Conditions – Spray Insulation
1. Verify that spaces to receive insulation are clear of mortar and other restrictions and those
spaces do not contain water. Including removal of existing stick pins.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
3.3 INSTALLATION
A. Interface with Other Work: Do not install foam until other work to be installed in insulated
spaces is completed.
B. Apply insulation until installation according to manufacturer’s written instructions.
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3.4 CLEAN-UP
A. Remove all related rubbish, excess material, and dispose of material in a manner approved by
the local jurisdictions.
END OF SECTION
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POLYVINYL-CHLORIDE (PVC) ROOFING 075419 - 1
SECTION 075419 - POLYVINYL-CHLORIDE (PVC) ROOFING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Remove, repair, cut back, and re-install portions of existing Adhered polyvinyl chloride
(PVC) roofing system as indicated on drawings.
2. New Adhered polyvinyl chloride (PVC) roofing system as needed to complete project
and to provide required warranty.
3. Vapor retarder – Match existing.
4. Roof insulation.
5. Cover board.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. For insulation and roof system component fasteners, include copy of FM Approvals'
RoofNav listing if available/compatible with existing roofing system.
B. Shop Drawings: Include roof plans, sections, details, and attachments to other work. Clearly
indicated all project conditions, air, water, thermal, and vapor barriers, including all roof to wall
interface conditions. Show relationship of roof air/vapor barrier and air/vapor barrier at the
walls of how they are to be sealed at junction of the two. Note that the roof/air vapor barrier is
an air tight component separate from the roof membrane.
C. Samples: For the following products:
1. Roof membrane and flashing, of color required – Match Existing – Energy Star Bright
White.
D. Wind Uplift Resistance Submittal: For roofing system, indicating compliance with wind uplift
performance requirements. Provide roof plan clearly identifying uplift zones (field, perimeter,
and corner).
1.4 INFORMATIONAL SUBMITTALS
A. Manufacturer Certificates:
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1. Performance Requirement Certificate: Signed by roof membrane manufacturer, certifying
that roofing system complies with requirements specified in "Performance Requirements"
Article.
a. Submit evidence of compliance with performance requirements.
2. Special Warranty Certificate: Signed by roof membrane manufacturer, certifying that all
materials supplied under this Section are acceptable for special warranty.
B. Product Test Reports: For roof membrane and insulation, tests performed by independent
qualified testing agency indicating compliance with specified requirements.
C. Research reports.
D. Field Test Reports:
1. Concrete internal relative humidity test reports.
2. Fastener-pullout test results and manufacturer's revised requirements for fastener
patterns.
E. Field quality-control reports.
F. Sample warranties.
G. Statement from selected manufacture that their insulation and materials is compatible with
existing systems materials.
H. Letters certifying chemical and physical compatibility for all materials of the roof assembly e.g.
self-adhered membrane, sealants.
I. Installer qualifications certificate.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.
B. Certified statement from existing roof membrane manufacturer stating that existing roof
warranty has not been reduced or diminished by Work performed under this Section.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing
system manufacturer to install manufacturer's product and that is eligible to receive
manufacturer's special warranty.
1.7 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of roofing system that
fail in materials or workmanship within specified warranty period.
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1. Warranty Period: 10 years from date of Substantial Completion. Note that existing roof
was installed 10 years ago with a 20 years warranty. Existing warranty to be maintained
at a minimum or extended.
2. New 25 year warranty for all areas with complete new roof system.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Accelerated Weathering: Roof membrane shall withstand 5000 hours of exposure when tested
according to ASTM G 152, ASTM G 154, or ASTM G 155.
B. Impact Resistance: Roof membrane shall resist impact damage when tested according to
ASTM D 3746, ASTM D 4272/D 4272M, or the "Resistance to Foot Traffic Test" in FM
Approvals 4470.
C. Material Compatibility: Roofing materials shall be compatible with one another and adjacent
materials under conditions of service and application required, as demonstrated by roof
membrane manufacturer based on testing.
D. Wind Uplift Resistance: Design roofing system to resist the following wind uplift pressures
when tested according to FM Approvals 4474, UL 580, or UL 1897:
1. Zone 1 (Roof Area Field): 32.6 lbf/sq. ft.
2. Zone 2 (Roof Area Perimeter): 54.8 lbf/sq. ft.
a. Location: From roof edge to 11feet inside roof edge.
3. Zone 3 (Roof Area Corners): 82.4 lbf/sq. ft.
a. Location: 11 feet in each direction from building corner.
E. FM Approvals' RoofNav Listing: Roof membrane, base flashings, and component materials
shall comply with requirements in FM Approvals 4450 or FM Approvals 4470 as part of a
roofing system, and shall be listed in FM Approvals' RoofNav for Class 1 or noncombustible
construction, as applicable. Identify materials with FM Approvals Certification markings.
1. Fire/Windstorm Classification: Class 1A-90.
2. Hail-Resistance Rating: MH.
F. ENERGY STAR Listing: Roofing system shall be listed on the DOE's ENERGY STAR "Roof
Products Qualified Product List" for low-slope roof products.
G. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A; for application and roof slopes
indicated; testing by a qualified testing agency. Identify products with appropriate markings of
applicable testing agency.
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H. Fire-Resistance Ratings: Comply with fire-resistance-rated assembly designs indicated. Identify
products with appropriate markings of applicable testing agency.
2.2 POLYVINYL CHLORIDE (PVC) ROOFING
A. PVC Sheet: ASTM D 4434/D 4434M, Type III, fabric reinforced (Existing is Factory-bond 9-
ounce polyester felt to back of membrane).
1. Manufacturers: Subject to compliance with requirements, provide products by the
following:
a. Sika Sarnafil – Match existing.
2. Thickness: 80 mills (2.0 mm).
3. Exposed Face Color: White – Energy Star Bright White.
2.3 AUXILIARY ROOFING MATERIALS
A. General: Auxiliary materials recommended by roofing system manufacturer for intended use
and compatible with other roofing components.
1. Adhesives and Sealants: Comply with VOC limits of authorities having jurisdiction.
2. Adhesives and sealants shall comply with the following limits for VOC content:
a. Plastic Foam Adhesives: 50 g/L.
b. Gypsum Board and Panel Adhesives: 50 g/L.
c. Multipurpose Construction Adhesives: 70 g/L.
d. Fiberglass Adhesives: 80 g/L.
e. Contact Adhesives: 80 g/L.
f. PVC Welding Compounds: 510 g/L.
g. Other Adhesives: 250 g/L.
h. Single-Ply Roof Membrane Sealants: 450 g/L.
i. Nonmembrane Roof Sealants: 300 g/L.
j. Sealant Primers for Nonporous Substrates: 250 g/L.
k. Sealant Primers for Porous Substrates: 775 g/L.
B. Sheet Flashing: Basis-of-Design: Sarnafil G410 SA for self-adhered membrane detail flashing
that interfaces with roof membrane. Same thickness, and color as PVC sheet.
C. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer.
D. Bonding Adhesive: Manufacturer's standard.
E. Low-Rise, Urethane, Fabric-Backed Membrane Adhesive: Roof system manufacturer's standard
spray-applied, low-rise, two-component urethane adhesive formulated for compatibility and use
with fabric-backed membrane roofing.
F. Slip Sheet: ASTM D 2178/D 2178M, Type IV, glass fiber, asphalt-impregnated felt.
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G. Slip Sheet: Manufacturer's standard, of thickness required for application.
H. Metal Termination Bars: Manufacturer's standard, predrilled stainless steel or aluminum bars,
approximately 1 by 1/8 inch (25 by 3 mm) thick; with anchors.
I. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-
resistance provisions in FM Approvals 4470, designed for fastening roofing components to
substrate, and acceptable to roofing system manufacturer.
J. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings,
preformed inside and outside corner sheet flashings, T-joint covers, lap sealants, termination
reglets, and other accessories.
2.4 ROOF INSULATION
A. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2, felt or glass-fiber
mat facer on both major surfaces. MATCH EXISTING type, thickness and R value.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, and MUST be
compatible with the existing system materials, but are not limited to the following:
a. Carlisle SynTec Incorporated.
b. Firestone Building Products.
c. GAF.
d. Johns Manville; a Berkshire Hathaway company.
2. Size: As needed.
3. Thickness:
a. Base Layer: Match Existing.
b. Upper Layer: Match Existing.
B. Tapered Insulation: Provide factory-tapered insulation boards.
1. Material: Match roof insulation.
2. Minimum Thickness: 1/4 inch (6.35 mm).
3. Slope: Match existing.
C. Provide documentation from selected manufacture that new insulation is compatible with the
existing systems materials.
2.5 INSULATION ACCESSORIES
A. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-
resistance provisions in FM Approvals 4470, designed for fastening roof insulation and cover
boards to substrate, and acceptable to roofing system manufacturer.
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B. Insulation Adhesive: Insulation manufacturer's recommended adhesive formulated to attach roof
insulation to substrate or to another insulation layer as follows:
1. Modified asphaltic, asbestos-free, cold-applied adhesive.
2. Bead-applied, low-rise, one-component or multicomponent urethane adhesive.
3. Full-spread, spray-applied, low-rise, two-component urethane adhesive.
4. Adhesives and sealants shall comply with the following limits for VOC content:
a. Plastic Foam Adhesives: 50 g/L.
b. Gypsum Board and Panel Adhesives: 50 g/L.
c. Multipurpose Construction Adhesives: 70 g/L.
d. Fiberglass Adhesives: 80 g/L.
e. Contact Adhesives: 80 g/L.
f. PVC Welding Compounds: 510 g/L.
g. Other Adhesives: 250 g/L.
h. Single-Ply Roof Membrane Sealants: 450 g/L.
i. Nonmembrane Roof Sealants: 300 g/L.
j. Sealant Primers for Nonporous Substrates: 250 g/L.
k. Sealant Primers for Porous Substrates: 775 g/L.
C. Cover Board: ASTM C 1177/C 1177M, glass-mat, water-resistant gypsum board or
ASTM C 1278/C 1278M fiber-reinforced gypsum board.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include:
a. CertainTeed Corporation.
b. Georgia-Pacific Gypsum LLC.
c. National Gypsum Company.
2. Thickness: 1/2 inch (13 mm) – Match Existing.
3. Surface Finish: Match existing.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements and other conditions affecting performance of the Work.
1. Verify that minimum concrete drying period recommended by roofing system
manufacturer has passed.
2. Verify that concrete substrate is visibly dry and free of moisture, and that minimum
concrete internal relative humidity is not more than 75 percent, or as recommended by
roofing system manufacturer, when tested according to ASTM F 2170.
a. Submit test reports within 24 hours of performing tests.
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3.2 ROOFING INSTALLATION, GENERAL
A. Install roofing system according to roofing system manufacturer's written instructions, FM
Approvals' RoofNav assembly requirements, and FM Global Property Loss Prevention Data
Sheet 1-29.
B. Complete terminations and base flashings and provide temporary seals to prevent water from
entering completed sections of roofing system at end of workday or when rain is forecast.
Remove and discard temporary seals before beginning work on adjoining roofing.
C. Install roof membrane and auxiliary materials to tie in to existing roofing to maintain
weathertightness of transition and to not void warranty for existing roofing system.
3.3 SUBSTRATE BOARD INSTALLATION
A. Install substrate board to match existing.
3.4 INSULATION INSTALLATION
A. Coordinate installing roofing system components so insulation is not exposed to precipitation or
left exposed at end of workday.
B. Comply with roofing system and insulation manufacturer's written instructions for installing
roof insulation.
C. Installation Over Concrete Decks:
1. Match existing installation methods.
3.5 INSTALLATION OF COVER BOARDS
A. Match existing installation.
3.6 ADHERED ROOFING INSTALLATION
A. Adhere roof membrane over area to receive roofing according to roofing system manufacturer's
written instructions.
B. Bonding Adhesive: Apply to substrate and underside of roof membrane at rate required by
manufacturer, and allow to partially dry before installing roof membrane. Do not apply to splice
area of roof membrane.
C. Fabric-Backed Roof Membrane Adhesive: Apply to substrate at rate required by manufacturer,
and install fabric-backed roof membrane.
D. In addition to adhering, mechanically fasten roof membrane securely at terminations,
penetrations, and perimeter of roofing.
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E. Apply roof membrane with side laps shingled with slope of roof deck where possible.
F. Seams: Clean seam areas, overlap roofing, and hot-air weld side and end laps of roof membrane
and sheet flashings to ensure a watertight seam installation. Preform field adhesion weld
strength testing after each equipment startup and changes in weather.
1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut
edges of roof membrane and sheet flashings.
2. Verify field strength of seams a minimum of twice daily, and repair seam sample areas.
3. Repair tears, voids, and lapped seams in roof membrane that do not comply with
requirements.
G. Spread sealant bed over deck-drain flange at roof drains, and securely seal roof membrane in
place with clamping ring.
3.7 BASE FLASHING INSTALLATION
A. Install sheet flashings and preformed flashing accessories, and adhere to substrates according to
roofing system manufacturer's written instructions.
B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate, and allow
to partially dry. Do not apply to seam area of flashing.
C. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet
flashing.
D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side
and end laps to ensure a watertight seam installation.
E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through
termination bars.
3.8 PROTECTING AND CLEANING
A. Protect roofing system from damage and wear during remainder of construction period. When
remaining construction does not affect or endanger roofing, inspect roofing system for
deterioration and damage, describing its nature and extent in a written report, with copies to
Architect and Owner.
B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair
substrates, and repair or reinstall roofing system to a condition free of damage and deterioration
at time of Substantial Completion and according to warranty requirements.
C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction.
END OF SECTION 075419
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SECTION 076200 - SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Manufactured reglets with counterflashing.
2. Formed low-slope roof sheet metal fabrications.
3. Formed wall sheet metal fabrications. (Parapet Interface Saddle)
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For sheet metal flashing and trim.
1. Include plans, elevations, sections, and attachment details.
2. Distinguish between shop- and field-assembled work.
3. Include identification of finish for each item.
4. Include pattern of seams and details of termination points, expansion joints and
expansion-joint covers, direction of expansion, roof-penetration flashing, and connections
to adjoining work.
5. Methods of sealing/forming metal at splice joints, terminations, end dams, etc.
6. Include sheet metal and flashing interfacing with the air/vapor barrier.
C. Samples: For each exposed product and for each color and texture specified.
1.4 INFORMATIONAL SUBMITTALS
A. Product certificates.
B. Product test reports.
C. Sample warranty.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.
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1.6 QUALITY ASSURANCE
A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing
and trim similar to that required for this Project and whose products have a record of successful
in-service performance.
1. For copings and roof edge flashings that are SPRI ES-1 tested, shop shall be listed as able
to fabricate required details as tested and approved.
B. Mockups: Build mockups to verify selections made under Sample submittals to demonstrate
aesthetic effects and to set quality standards for fabrication and installation.
1. Build mockup of typical roof wall to wall parapet interface saddle.
1.7 WARRANTY
A. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal
flashing and trim that shows evidence of deterioration of factory-applied finishes within
specified warranty period.
1. Finish Warranty Period: 20 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural
movement, thermally induced movement, and exposure to weather without failure due to
defective manufacture, fabrication, installation, or other defects in construction. Completed
sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.
B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing
Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and
profiles shown unless more stringent requirements are indicated.
C. SPRI Wind Design Standard: Manufacture and install copings tested according to SPRI ES-1
and capable of resisting the following design pressure:
1. Design Pressure: 120.
D. Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes.
1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
surfaces.
E. Criteria for Deterioration: Minimum as follows.
1. Color fading more than 5 Hunter units when tested according to ASTM D2244.
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2. Chalking in excess of a No. 8 rating when tested according to ASTM D4214.
3. Cracking, checking, peeling, or failure of paint to adhere to bare metal.
2.2 SHEET METALS
A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying
strippable, temporary protective film before shipping.
B. Aluminum Sheet: ASTM B 209 (ASTM B 209M), alloy as standard with manufacturer for
finish required, with temper as required to suit forming operations and performance required.
1. Exposed Coil-Coated Finish:
a. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less
than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply
coating to exposed metal surfaces to comply with coating and resin manufacturers'
written instructions.
2. Color: Match existing.
2.3 UNDERLAYMENT MATERIALS
A. Self-Adhering, High-Temperature Sheet: Minimum 30 mils (0.76 mm) thick, consisting of a
slip-resistant polyethylene- or polypropylene-film top surface laminated to a layer of butyl- or
SBS-modified asphalt adhesive, with release-paper backing; specifically designed to withstand
high metal temperatures beneath metal roofing. Provide primer according to written
recommendations of underlayment manufacturer.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to
the following:
a. Carlisle Coatings & Waterproofing Inc.
b. GCP Applied Technologies Inc. (formerly Grace Construction Products).
c. Henry Company.
d. Owens Corning.
e. Sarnafil.
2. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F (116 deg C) or higher.
3. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F (29
deg C) or lower.
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2.4 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other
miscellaneous items as required for complete sheet metal flashing and trim installation and as
recommended by manufacturer of primary sheet metal or manufactured item unless otherwise
indicated.
B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and
bolts, and other suitable fasteners designed to withstand design loads and recommended by
manufacturer of primary sheet metal or manufactured item.
1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head.
a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or
factory-applied coating. Provide metal-backed EPDM or PVC sealing washers
under heads of exposed fasteners bearing on weather side of metal.
b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal
being fastened.
2. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel.
3. Fasteners for Zinc-Coated (Galvanized) or Aluminum-Zinc Alloy-Coated Steel Sheet:
Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M
or ASTM F 2329.
C. Solder:
1. For Zinc-Coated (Galvanized) Steel: ASTM B 32, Grade Sn50, 50 percent tin and 50
percent lead or Grade Sn60, 60 percent tin and 40 percent lead with maximum lead
content of 0.2 percent.
D. Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape
with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2
inch (13 mm) wide and 1/8 inch (3 mm) thick.
E. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class,
and use classifications required to seal joints in sheet metal flashing and trim and remain
watertight.
2.5 MANUFACTURED REGLETS
A. Reglets: Units of type, material, and profile required, formed to provide secure interlocking of
separate reglet and counterflashing pieces, and compatible with flashing indicated with factory-
mitered and -welded corners and junctions and with interlocking counterflashing on exterior
face, of same metal as reglet.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to
the following:
a. Cheney Flashing Company.
b. Fry Reglet Corporation.
c. Hickman Company, W. P.
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d. Hohmann & Barnard, Inc.
e. Keystone Flashing Company, Inc.
f. National Sheet Metal Systems, Inc.
2. Material: Aluminum, 0.024 inch (0.61 mm) thick.
3. Finish: Match existing.
2.6 FABRICATION, GENERAL
A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and
recommendations in cited sheet metal standard that apply to design, dimensions, geometry,
metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and
trim in shop to greatest extent possible.
1. Obtain field measurements for accurate fit before shop fabrication.
2. Form sheet metal flashing and trim to fit substrates without excessive oil canning,
buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded
back to form hems.
3. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners
on faces exposed to view.
B. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim.
1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm)
deep, filled with butyl sealant concealed within joints.
2. Use lapped expansion joints only where indicated on Drawings.
C. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide
for proper installation of elastomeric sealant according to cited sheet metal standard.
D. Fabricate cleats and attachment devices from same material as accessory being anchored or
from compatible, noncorrosive metal.
E. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard
for application, but not less than thickness of metal being secured.
F. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric
sealant unless otherwise recommended by sealant manufacturer for intended use.
G. Seams for Aluminum: Fabricate nonmoving seams with flat -lock seams. Form seams and seal
with epoxy seam sealer.
2.7 LOW-SLOPE ROOF SHEET METAL FABRICATIONS
A. Copings: Fabricate in minimum 96-inch- (2400-mm-) long, but not exceeding 12-foot- (3.6-m-)
long, sections. Fabricate joint plates of same thickness as copings. Furnish with continuous
cleats to support edge of external leg and interior leg. Miter corners, fasten and seal
watertight. Shop fabricate interior and exterior corners.
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1. Fabricate from the Following Materials:
a. Aluminum: 0.050 inch (1.27 mm) thick.
B. Counterflashing: Fabricate from the following materials:
1. Aluminum: 0.032 inch (0.81 mm) thick.
2.8 WALL SHEET METAL FABRICATIONS (PARAPET INTERFACE SADDLE)
A. Parapet Interface Saddle: Fabricate from the following materials:
1. Aluminum-Zinc Alloy-Coated Steel: 0.04 inch thick.
PART 3 - EXECUTION
3.1 UNDERLAYMENT INSTALLATION
A. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free.
Prime substrate if recommended by underlayment manufacturer. Comply with temperature
restrictions of underlayment manufacturer for installation; use primer for installing
underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not
less than 6 inches (150 mm) staggered 24 inches (600 mm) between courses. Overlap side edges
not less than 3-1/2 inches (90 mm). Roll laps and edges with roller. Cover underlayment within
14 days.
3.2 INSTALLATION, GENERAL
A. General: Anchor sheet metal flashing and trim and other components of the Work securely in
place, with provisions for thermal and structural movement. Use fast eners, solder, protective
coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal
flashing and trim system.
1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat
seams with minimum exposure of solder, welds, and sealant.
2. Install sheet metal flashing and trim to fit substrates and to result in watertight
performance. Verify shapes and dimensions of surfaces to be covered before fabricating
sheet metal.
3. Space cleats not more than 12 inches (300 mm) apart. Attach each cleat with at least two
fasteners. Bend tabs over fasteners.
4. Install exposed sheet metal flashing and trim with limited oil canning, and free of
buckling and tool marks.
5. Torch cutting of sheet metal flashing and trim is not permitted.
B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure -
treated wood or other corrosive substrates, protect against galvanic action or corrosion by
painting contact surfaces with bituminous coating or by other permanent separation as
recommended by sheet metal manufacturer or cited sheet metal standard.
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SHEET METAL FLASHING AND TRIM 076200 - 7
1. Coat concealed side of uncoated-aluminum sheet metal flashing and trim with bituminous
coating where flashing and trim contact wood, ferrous metal, or cementitious
construction.
2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or
wood substrates, install underlayment and cover with slip sheet.
C. Expansion Provisions: Provide for thermal expansion of exposed flashing a nd trim. Space
movement joints at maximum of 10 feet (3 m) with no joints within 24 inches (600 mm) of
corner or intersection.
1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm)
deep, filled with sealant concealed within joints.
2. Use lapped expansion joints only where indicated on Drawings.
D. Fasteners: Use fastener sizes that penetrate substrate not less than recommended by fastener
manufacturer to achieve maximum pull-out resistance.
E. Conceal fasteners and expansion provisions where possible in exposed work and locate to
minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight
installation.
F. Seal joints as required for watertight construction. Prepare joints and apply sealants to comply
with requirements in Section 079200 "Joint Sealants."
G. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges
of sheets with solder to width of 1-1/2 inches (38 mm); however, reduce pre-tinning where pre-
tinned surface would show in completed Work.
1. Do not solder metallic-coated steel and aluminum sheet.
2. Do not use torches for soldering.
3. Heat surfaces to receive solder, and flow solder into joint. Fill joint completely.
Completely remove flux and spatter from exposed surfaces.
H. Rivets: Rivet joints in uncoated aluminum where necessary for strength.
3.3 ROOF FLASHING INSTALLATION
A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet
metal manufacturer's written installation instructions, and cited sheet metal standard. Provide
concealed fasteners where possible, and set units true to line, levels, and slopes. Install work
with laps, joints, and seams that are permanently watertight and weather resistant.
B. Copings: Anchor to resist uplift and outward forces according to recommendations in cited
sheet metal standard unless otherwise indicated.
C. Counterflashing: Coordinate installation of counterflashing with installation of base flashing.
Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend
counterflashing 4 inches (100 mm) over base flashing. Lap counterflashing joints minimum of 4
inches (100 mm).
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SHEET METAL FLASHING AND TRIM 076200 - 8
3.4 WALL FLASHING INSTALLATION
A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture
according to cited sheet metal standard unless otherwise indicated. Coordinate installation of
wall flashing with installation of wall-opening components such as windows, doors, and
louvers.
3.5 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and
weathering.
B. Clean and neutralize flux materials. Clean off excess solder.
C. Clean off excess sealants.
D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim
are installed unless otherwise indicated in manufacturer's written installation instructions.
END OF SECTION 076200
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ROOF SPECIALTIES 077100 - 1
SECTION 077100 - ROOF SPECIALTIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Copings.
2. Reglets and counterflashing
B. Preinstallation Conference: Conduct conference at Project site.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For roof specialties.
1. Include plans, elevations, expansion-joint locations, keyed details, construction details,
and material descriptions, dimensions of individual components and profiles, and finishes
of each manufactured product and accessories, and attachments to other work.
Distinguish between plant- and field-assembled work.
C. Samples: For each type of roof specialty and for each color and texture specified.
1.3 INFORMATIONAL SUBMITTALS
A. Product Test Reports: For tests performed by a qualified testing agency.
B. Sample warranty.
1.4 CLOSEOUT SUBMITTALS
A. Maintenance Data: For roofing specialties to include in maintenance manuals.
1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: A qualified manufacturer offering products meeting requirements
that are FM Approvals listed for specified class and SPRI ES-1 tested to specified design
pressure.
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ROOF SPECIALTIES 077100 - 2
1.6 WARRANTY
A. Special Warranty on Painted Finishes: Manufacturer agrees to repair finish or replace roof
specialties that show evidence of deterioration of factory-applied finishes within specified
warranty period.
1. Fluoropolymer Finish: Deterioration includes, but is not limited to, the following:
a. Color fading more than 5 Hunter units when tested according to ASTM D 2244.
b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214.
c. Cracking, checking, peeling, or failure of paint to adhere to bare metal.
2. Finish Warranty Period: 20 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. FM Approvals' Listing: Manufacture and install copings that are listed in FM Approvals'
"RoofNav" and approved for windstorm classification, Class 1-120. Identify materials with FM
Approvals' markings.
B. SPRI Wind Design Standard: Manufacture and install copings tested according to SPRI ES-1
and capable of resisting the following design pressures:
1. Design Pressure: 120.
C. Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes to prevent buckling, opening of joints, hole elongation, overstressing of components,
failure of joint sealants, failure of connections, and other detrimental effects. Provide clips that
resist rotation and avoid shear stress as a result of thermal movements. Base calculations on
surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C),
material surfaces.
2.2 COPINGS
A. Metal Copings: Manufactured coping system consisting of metal coping cap in section lengths
not exceeding 12 feet (3.6 m), concealed anchorage; with corner units, end cap units, and
concealed splice plates with finish matching coping caps.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to
the following:
a. Architectural Products Company.
b. ATAS International, Inc.
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ROOF SPECIALTIES 077100 - 3
c. Berridge Manufacturing Company.
d. Drexel Metals.
e. Hickman Company, W. P.
f. PAC-CLAD; Petersen Aluminum Corporation.
g. Perimeter Systems; a division of SAF.
2. Formed Aluminum Sheet Coping Caps: Aluminum sheet, 0.040 inch (1.02 mm) thick.
a. Surface: Smooth, flat finish.
b. Finish: Two-coat fluoropolymer.
c. Color: Match existing.
3. Corners: Factory mitered and mechanically clinched and sealed watertight.
4. Joints: Double lock standing seam as per SMACNA Figure 3-3 no. 25. Height – 1 1/4".
5. Coping-Cap Attachment Method: Snap-on or face leg hooked to continuous cleat with
back leg fastener exposed, fabricated from coping-cap material.
a. Snap-on Coping Anchor Plates: Concealed, galvanized-steel sheet, 12 inches (300
mm) wide, with integral cleats.
b. Face-Leg Cleats: Concealed, continuous stainless steel.
2.3 REGLETS AND COUNTERFLASHINGS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Berridge Manufacturing Company.
2. Fry Reglet Corporation.
3. Heckmann Building Products, Inc.
B. Reglets: Manufactured units formed to provide secure interlocking of separate reglet and
counterflashing pieces, from the following exposed metal:
1. Formed Aluminum: 0.024 inch (0.61 mm) thick.
2. Corners: Factory mitered and continuously welded.
3. Surface-Mounted Type: Provide reglets with slotted holes for fastening to substrate, with
neoprene or other suitable weatherproofing washers, and with channel for sealant at top
edge.
C. Counterflashings: Manufactured units of heights to overlap top edges of base flashings by 4
inches (100 mm) and in lengths not exceeding 12 feet (3.6 m) designed to snap into reglets and
compress against base flashings with joints lapped, from the following exposed metal:
1. Formed Aluminum: 0.024 inch (0.61 mm) thick.
D. Accessories:
1. Flexible-Flashing Retainer: Provide resilient plastic or rubber accessory to secure flexible
flashing in reglet where clearance does not permit use of standard metal counterflashing
or where reglet is provided separate from metal counterflashing.
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ROOF SPECIALTIES 077100 - 4
2. Counterflashing Wind-Restraint Clips: Provide clips to be installed before
counterflashing to prevent wind uplift of counterflashing lower edge.
E. Aluminum Finish: Two-coat fluoropolymer.
1. Color: Match existing..
2.4 MATERIALS
A. Aluminum Sheet: ASTM B 209 (ASTM B 209M), alloy as standard with manufacturer for
finish required, with temper to suit forming operations and performance required.
2.5 MISCELLANEOUS MATERIALS
A. Fasteners: Manufacturer's recommended fasteners, suitable for application and designed to meet
performance requirements. Furnish the following unless otherwise indicated:
1. Exposed Penetrating Fasteners: Gasketed screws with hex washer heads matching color
of sheet metal.
2. Fasteners for Aluminum: Aluminum or Series 300 stainless steel.
B. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant of type, grade, class,
and use classifications required by roofing-specialty manufacturer for each application.
C. Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM D 1187/D 1187M.
2.6 FINISHES
A. Coil-Coated Aluminum Sheet Finishes:
1. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal
surfaces to comply with coating and resin manufacturers' written instructions.
a. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less
than 70 percent PVDF resin by weight in color coat.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. General: Install roof specialties according to manufacturer's written instructions. Anchor roof
specialties securely in place, with provisions for thermal and stru ctural movement. Use
fasteners, protective coatings, separators, underlayments, sealants, and other miscellaneous
items as required to complete roof-specialty systems.
1. Install roof specialties level, plumb, true to line and elevation; with limited oil-canning
and without warping, jogs in alignment, buckling, or tool marks.
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2. Provide uniform, neat seams with minimum exposure of sealant.
3. Install roof specialties to fit substrates and to result in weathertight performance. Verify
shapes and dimensions of surfaces to be covered before manufacture.
4. Torch cutting of roof specialties is not permitted.
5. Do not use graphite pencils to mark metal surfaces.
B. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from
contact with each other or with corrosive substrates by painting contact surfaces with
bituminous coating or by other permanent separation as recommended by manufacturer.
1. Coat concealed side of uncoated aluminum roof specialties with bituminous coating
where in contact with wood, ferrous metal, or cementitious construction.
2. Bed flanges in thick coat of asphalt roofing cement where required by manufacturers of
roof specialties for waterproof performance.
C. Expansion Provisions: Allow for thermal expansion of exposed roof specialties.
1. Space movement joints at a maximum of 12 feet (3.6 m) with no joints within 18 inches
(450 mm) of corners or intersections unless otherwise indicated on Drawings.
2. When ambient temperature at time of installation is between 40 and 70 deg F (4 and 21
deg C), set joint members for 50 percent movement each way. Adjust setting
proportionately for installation at higher ambient temperatures.
D. Fastener Sizes: Use fasteners of sizes that penetrate substrate not less than recommended by
fastener manufacturer to achieve maximum pull-out resistance.
E. Seal concealed joints with butyl sealant as required by roofing-specialty manufacturer.
F. Seal joints as required for weathertight construction. Place sealant to be completely concealed in
joint. Do not install sealants at temperatures below 40 deg F (4 deg C).
3.2 COPING INSTALLATION
A. Install cleats, anchor plates, and other anchoring and attachment accessories and devices with
concealed fasteners.
B. Anchor copings with manufacturer's required devices, fasteners, and fastener spacing to meet
performance requirements.
1. Interlock face and back leg drip edges of snap-on coping cap into cleated anchor plates
anchored to substrate at 12-inch (305-mm) centers.
2. Interlock face-leg drip edge into continuous cleat anchored to substrate at 12-inch (305-
mm) centers. Anchor back leg of coping with screw fasteners and elastomeric washers at
12-inch (305-mm) centers.
3.3 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and
weathering.
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B. Remove temporary protective coverings and strippable films as roof specialties are installed.
END OF SECTION 077100
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Elastomeric Joint Sealants 1 Section 07 9213
SECTION 079213 - ELASTOMERIC JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install sealants not specified to be furnished and installed under other
Sections.
2. Quality of sealants to be used on Project not specified elsewhere, including submittal,
material, and installation requirements.
3. Furnish and install sealants and backer rod for joints associated with Precast Architectural
Concrete Elements.
B. Related Sections
1. Furnishing and installing of sealants is specified in Sections specifying work to receive
new sealants.
1.2 PRECONSTRUCTION TESTING
A. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers
eight samples of materials that will contact or affect joint sealants. Use ASTM C 1087 to
determine whether priming and other specific joint preparation techniques are required to
obtain rapid, optimum adhesion of joint sealants to joint substrates.
B. Preconstruction Field Adhesion Testing: Before installing sealants, field test their adhesion to
Project joint substrates. Test joint sealants according to Method A, Field-Applied Sealant
Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in
ASTM C 1521.
1.3 SUBMITTALS
A. Product Data
1. Manufacturer's literature and installation recommendations for each Product.
2. Schedule showing joints requiring sealants. Show also backing and primer to be used.
B. Quality Assurance / Control
1. Certificate from Manufacturer indicating date of manufacture.
2. Letters certifying physical and chemical compatibility with all adjacent membranes and
materials.
C. Samples: For each kind and color of joint sealant required.
D. IEQ/Low-VOC Requirements:
1. Product Data: For sealants and sealant primers used inside the weatherproofing system,
documentation including printed statement of VOC content.
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2. Laboratory Test Reports for Credit IEQ 4: For sealants and sealant primers used inside
the weatherproofing system, documentation indicating that they comply with the testing
and product requirements of the California Department of Health Services' "Standard
Practice for the Testing of Volatile Organic Emissions from Various Sources Using
Small-Scale Environmental Chambers."
1.4 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Preconstruction compatibility and adhesion test reports.
C. Preconstruction field adhesion test reports.
D. Warranties.
E. Submit Testing Agency Qualifications.
1.5 PERFORMANCE REQUIREMENTS
A. Provide elastomeric joint sealants that establish and maintain watertight and airtight
continuous joint seals without staining or deteriorating joint substrates.
1.6 QUALITY ASSURANCE
A. Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the testing
indicated.
B. Preconstruction Conference: Conduct conference at the project site.
1.7 PRECONSTRUCTION TESTING
A. Preconstruction Laboratory Testing: Submit to joint-sealant manufacturers, for testing indicated
below, samples of materials that will contact or affect joint sealants.
1. Adhesion Testing: Use ASTM C 794 to determine whether priming and other specific joint
preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to
joint substrates.
2. Compatibility Testing: Use ASTM C 1087 to determine sealant compatibility when in
contact with glazing and gasket materials.
3. Stain Testing: Use ASTM C 1248 to determine stain potential of sealant when in contact
with architectural precast concrete substrates.
B. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to
Project joint substrates. Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab, in Appendix X1.1 in ASTM C 1193 or Method A, Tail Procedure, in
ASTM C 1521.
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Elastomeric Joint Sealants 3 Section 07 9213
1.8 WARRANTY
A. Special Installer’s Warranty: Manufacturer's standard form in which Installer agrees to repair
or replace joint sealants that do not comply with performance and other requirements specified
in this Section within specified warranty period.
1. Warranty Period: 5 years from date of Substantial Completion.
B. Special Manufacturer’s Warranty: Manufacturer's standard form in which joint-sealant
manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with
performance and other requirements specified in this Section within specified warranty period.
1. Warranty Period: 20 years from date of Substantial Completion.
1.9 DELIVERY, STORAGE, AND HANDLING
A. Handle to prevent inclusion of foreign matter, damage by water, or breakage.
B. Deliver and keep in original containers until ready for use.
C. Do not use damaged or deteriorated materials.
D. Store in a cool place, but never under 40 deg F 4 deg C.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. VOC Content of Interior Sealants: Sealants and sealant primers used inside the
weatherproofing system shall comply with the following limits for VOC content when
calculated according to 40 CFR 59, Subpart D (EPA Method 24):
1. Architectural Sealants: 250 g/L.
2. Sealant Primers for Nonporous Substrates: 250 g/L.
3. Sealant Primers for Porous Substrates: 775 g/L.
B. Low-Emitting Interior Sealants: Sealants and sealant primers used inside the weatherproofing
system shall comply with the testing and product requirements of the California Department of
Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various
Sources Using Small-Scale Environmental Chambers."
C. Stain-Test-Response Characteristics: Where sealants are specified to be nonstaining to porous
substrates, provide products that have undergone testing according to ASTM C 1248 and have
not stained porous joint substrates indicated for Project.
2.2 MATERIALS
A. Sealants:
1. Sealants provided shall meet Manufacturer's shelf-life requirements.
2. Sealants shall be Mildew resistant.
3. Exterior Building Elements
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Elastomeric Joint Sealants 4 Section 07 9213
1) Louvers.
2) Wall penetrations.
3) Connections.
4) Parapet caps.
5) Other joints necessary to seal off building from outside air and moisture.
6) Approved Products (as indicated in construction documents and manufacturer
installation instructions)
1) Dow Corning
a) Primer: 1200.
b) Sealant: 791.
c) Sealant: 758
d) Sealant: 795
e) Sealant: 790
2) General Electric
a) Primer: SS4044.
b) Sealant: Silpruf SCS 2000.
4. Exterior Sheet Metal And Miscellaneous
1) Roof vents and flues.
2) Flashings.
3) Approved Products.
1) 791 or 790 by Dow Corning.
2) Sikaflex 15LM by Sika Corp.
5. Precast Architectural Concrete Joints with backer rod:
1) Approved Products
1) Dow Corning
a) Primer - 1200
b) Sealant – 790
c) Sealant – 756 (non-staining)
B. Backing: Flexible closed cell, non-gassing polyurethane or polyolefin rod or bond breaker
tape as recommended by Sealant Manufacturer for joints being sealed.
C. Miscellaneous Materials
1. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of
sealants and sealant backing materials.
2. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and
surfaces adjacent to joints.
2.3 MANUFACTURERS
A. Contact Information
1. Dow Corning Corp, Midland, MI www.dowcorning.com.
2. G E Silicone Products, Waterford, NY www.siliconeforbuilding.com.
3. Sika Corporation, Lyndhurst, NJ www.sika.com.
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Elastomeric Joint Sealants 5 Section 07 9213
PART 3 - EXECUTION
3.1 PREPARATION
A. Surfaces shall be clean, dry, and free of dust, oil, grease, dew, or frost. Comply with
appropriate manufacturer’s preparation requirements.
B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as
indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to
comply with joint-sealant manufacturer's written instructions. Confine primers to areas of
joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.
C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with
adjoining surfaces that otherwise would be permanently stained or damaged by such contact or
by cleaning methods required to remove sealant smears. Remove tape immediately after
tooling without disturbing joint seal.
D. Joint Backing
1. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to
give solid backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8
inch 10 mm deep.
2. Consult sealant manufacturer for recommendation on closed or open cell backer rod as
appropriate.
3. Apply bond-breaker tape in shallow joints as recommended by Sealant Manufacturer.
3.2 APPLICATION - GENERAL
A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of
joint sealants as applicable to materials, applications, and conditions indicated.
B. Apply sealant with hand-calking gun with nozzle of proper size to fit joints. Use sufficient
pressure to insure full contact to both sides of joint to full depth of joint. Apply sealants in
vertical joints from bottom to top.
C. Tool joints immediately after application of sealant if required to achieve full bedding to
substrate or to achieve smooth sealant surface. Tool joints in opposite direction from
application direction, i.e., in vertical joints, from the top down. Do not 'wet tool' sealants.
D. Depth of sealant bite shall be 1/4 inch 6 mm minimum and 1/2 inch 13 mm maximum, but
never more than one half or less than one fourth joint width.
E. Do not apply calking at temperatures below 40 deg F 4 deg C.
F. Calk gaps between painted or coated substrates and unfinished or pre-finished substrates.
Calk gaps larger than 3/16 inch 9 mm between painted or coated substrates.
G. At corners, miter backer rod or in some other way to assure that the rod is not pinched or
deformed in such a way as to lessen or increase its depth or cause variation in the sealant
depth.
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H. Inspect /review sealant after installation and repair sealants with visible defects.
3.3 PRECAST ARCHITECTURAL CONCRETE JOINTS
A. Prepare joints to be filled by protecting adjacent surfaces with appropriate adhesive masking
which will not leave residue on surface of concrete when removed.
B. Fill joints to be sealed to match the profile of non-sealed recessed reveals in concrete.
Sealants must follow the complete profile of concrete following directional changes over
protrusions and into recesses.
C. Joint width: Constructed joints are designated to be 3/4 inch wide with a tolerance of
deviation of +/- 1/8-inch.
D. Tool joints with slightly concave face to match color and texture of adjacent architectural
precast panels.
E. Provide Stain-Test Response Characteristics in accordance with ASTM C1248.
3.4 FIELD QUALITY CONTROL
A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:
1. Extent of Testing: Test completed elastomeric sealant joints as follows:
1) Perform 1 test for each roof level/area.
2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab in Appendix X1 in ASTM C 1193.
1) For joints with dissimilar substrates, verify adhesion to each substrate separately;
do this by extending cut along one side, verifying adhesion to opposite side.
Repeat procedure for opposite side.
3. Inspect joints for complete fill, for absence of voids, and for joint configuration
complying with specified requirements. Record results in a field-adhesion-test log.
4. Inspect tested joints and report on the following:
1) Whether sealants in joints connected to pulled-out portion failed to adhere to joint
substrates or tore cohesively. Include data on pull distance used to test each type
of product and joint substrate. Compare these results to determine if adhesion
passes sealant manufacturer's field-adhesion hand-pull test criteria.
2) Whether sealants filled joint cavities and are free of voids.
3) Whether sealant dimensions and configurations comply with specified
requirements.
5. Record test results in a field-adhesion-test log. Include dates when sealants were
installed, names of persons who installed sealants, test dates, test locations, whether joints
were primed, adhesion results and percent elongations, sealant fill, sealant configuration,
and sealant dimensions.
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6. Repair sealants pulled from test area by applying new sealants following same procedures
used originally to seal joints. Ensure that original sealant surfaces are clean and that new
sealant contacts original sealant.
B. Evaluation of Field Test Results: Sealants not evidencing adhesive failure from testing or
noncompliance with other indicated requirements will be considered satisfactory. Remove
sealants that fail to adhere to joint substrates during testing or to comply with other
requirements. Retest failed applications until test results prove sealants c omply with indicated
requirements.
3.5 CLEANING
A. Clean adjacent materials, which have been soiled, immediately (before setting) as
recommended by Manufacturer.
B. Remove masking materials immediately after completion of sealant application.
C. Remove any sand accumulations on adjacent surfaces which results from “dusting” of joints in
precast concrete.
END OF SECTION
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