HomeMy WebLinkAboutPROJECT MANUAL - Marriage Waiting Doors - 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
MARRIAGE WAITING DOORS
Owners Project Number: 500070516020101
Architect Project Number: 14134.03
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 4, 2018
5/25/18
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
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
011100 SUMMARY
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
016200 PRODUCT OPTIONS
017300 EXECUTION
017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
017700 CLOSEOUT PROCEDURES
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
D I V I S I O N 0 6 - W O O D, P L A S T I C S AND COMPOSITES
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
2 Table of Contents
060573 FIRE RETARDANT WOOD TREATMENT
061053 MISCELLANEOUS ROUGH CARPENTRY
062001 COMMON FINISH CARPENTRY REQUIREMENTS
064001 COMMON ARCHITECTURAL WOODWORK REQUIREMENTS
064511 ARCHITECTURAL WOODWORK WOOD TRIM / PREMIUM GRADE
064816 INTERIOR WOOD DOOR FRAMES / PREMIUM GRADE
064831 CUSTOM FLUSH WOOD DOORS / APPLIED WOOD MOLDINGS
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
072100 THERMAL INSULATION
079213 ELASTOMERIC JOINT SEALANTS
D I V I S I O N 0 8 - OPENINGS
088113 GLASS GLAZING
080601 HARDWARE GROUPS AND KEYING SCHEDULES
D I V I S I O N 0 9 - F I N I S H E S
092216 NON-STRUCTURAL METAL FRAMING
092913 GYPSUM BOARD
093005 TILE SETTING MATERIALS AND ACCESSORIES
093033 STONE TILING AND SLABS
097200 WALL COVERING
099001 COMMON PAINTING AND COATING REQUIREMENTS
099123 INTERIOR PAINTED GYPSUM BOARD
099125 INTERIOR PAINTED WOOD
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
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3 Table of Contents
121713 ART GLASS
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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4 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 Marriage Waiting Doors
1. Project Location: 750 South 2nd East, Rexburg, Idaho 83440.
B. Owner: Church of Jesus Christ of Latter-day Saints.
1. Owner's Representative:
Corey D. Daniels
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 in Waiting 323, Waiting 306, and Corridor 301:
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SUMMARY 011000 - 2
a. Works includes a partial demolition of walls at each Waiting room to facilitate the
install of a doors, and casings. Wallcovering and painted surfaces will be affected by the
demolition and new material will need to be installed to match the existing adjacent wall
finishes. Stud framing in small sections will need to be removed and adjusted to
accommodate the larger casing and frames. The work will include the fabrication and
install of art glass that should match the existing design and workmanship in other areas
of the Temple. Door frame, casing, sidelights, and door panel will be primed and painted
to match existing doors and frames in adjacent areas of the Temple and as indicated in the
Construction Documents. As part of the demolition and install, a temporary demolition
dust barrier is required to protect other areas of the Temple from dirt and debris.
B. Type of Contract:
1. Project will be constructed under a single prime contract.
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.
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.
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SUMMARY 011000 - 3
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.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
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SUMMARY 011000 - 4
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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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PAYMENT PROCEDURES 012900 - 2
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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PAYMENT PROCEDURES 012900 - 3
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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PAYMENT PROCEDURES 012900 - 4
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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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PROJECT MANAGEMENT AND COORDINATION 013100 - 2
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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PROJECT MANAGEMENT AND COORDINATION 013100 - 3
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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PROJECT MANAGEMENT AND COORDINATION 013100 - 4
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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PROJECT MANAGEMENT AND COORDINATION 013100 - 5
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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PROJECT MANAGEMENT AND COORDINATION 013100 - 6
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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PROJECT MANAGEMENT AND COORDINATION 013100 - 7
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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PROJECT MANAGEMENT AND COORDINATION 013100 - 8
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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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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2
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.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of
each week with a continuous vertical line.
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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3
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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PHOTOGRAPHIC DOCUMENTATION 013233 - 2
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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SUBMITTAL PROCEDURES 013300 - 2
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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SUBMITTAL PROCEDURES 013300 - 3
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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SUBMITTAL PROCEDURES 013300 - 5
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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SUBMITTAL PROCEDURES 013300 - 6
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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SUBMITTAL PROCEDURES 013300 - 7
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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SUBMITTAL PROCEDURES 013300 - 8
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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QUALITY REQUIREMENTS 014000 - 3
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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QUALITY REQUIREMENTS 014000 - 4
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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QUALITY REQUIREMENTS 014000 - 5
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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QUALITY REQUIREMENTS 014000 - 6
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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QUALITY REQUIREMENTS 014000 - 7
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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QUALITY REQUIREMENTS 014000 - 8
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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TEMPORARY FACILITIES AND CONTROLS 015000 - 2
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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TEMPORARY FACILITIES AND CONTROLS 015000 - 3
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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TEMPORARY FACILITIES AND CONTROLS 015000 - 4
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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TEMPORARY FACILITIES AND CONTROLS 015000 - 5
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. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having
jurisdiction for erecting structurally adequate barricades, including warning signs and light ing.
D. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and
as required by authorities having jurisdiction.
E. 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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 6
1. Where heating or cooling is needed and permanent enclosure is incomplete, insulate
temporary enclosures.
F. 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.
G. 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.
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.
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TEMPORARY FACILITIES AND CONTROLS 015000 - 7
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 FACILITIES AND CONTROLS 015000 - 8
THIS PAGE IS INTENTIONALLY LEFT BLANK
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Product Options 1 Section 01 6200
SECTION 01 6200 - PRODUCT OPTIONS
1.1 SUMMARY
A. When option of selecting between two or more products is given, product selected will be
compatible with products previously selected, even if previously selected products were also
options.
B. Non-conforming work as covered in Article 12.3 of General Conditions applies, but is not
limited, to use of non-specified products or manufacturers.
C. Product selection is governed by Contract Documents and governing regulations, not by
previous Project experience. Procedures governing product selection include:
1. Substitutions And Equal Products:
a. Substitutions for specified products and systems, as defined in the Uniform
Commercial Code, are not acceptable. However, equal products may be approved
prior to bid upon compliance with Contract Document requirements.
b. After bid award NO substitutions will be allowed.
c. Approved Products / Manufacturers / Suppliers:
1) Provide only specified products available from manufacturers listed. No
substitutions, private-labeled, or equal products, or mixing of manufacturers’
products is allowed on this Project.
2) In Sections where lists recapitulating Manufacturers previously mentioned in
Section are included under heading ‘Manufacturers’ or ‘Approved
Manufacturers’, this is intended as a convenience to Contractor as a listing of
contact information only. It is not intended that all manufacturers in list may
provide products where specific products and manufacturers are listed
elsewhere in Section.
3) Use specified products / manufacturers unless approval to use other products /
manufacturers has been obtained from Architect by Addendum.
4) Use ‘Equal Product Approval Request Form’ to request approval of equal
products, manufacturers, or suppliers before bidding as noted in individual
Sections.
d. Quality Standard Products / Manufacturers:
1) Use specified product / manufacturer. Equal product from specified
manufacturers may be used only with Architect's approval.
2) Products / manufacturers used shall conform to Contract Document
requirements.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Product Options 2 Section 01 6200
B L A N K P A G E
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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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EXECUTION 017300 - 2
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.
B. Space Requirements: Verify space requirements and dimensions of items shown
diagrammatically on Drawings.
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EXECUTION 017300 - 3
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.
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.
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EXECUTION 017300 - 4
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.
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.
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EXECUTION 017300 - 5
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.
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.
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EXECUTION 017300 - 6
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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CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2
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 017839 "Project Record Documents" for submitting Record Drawings, Record
Specifications, and Record Product Data.
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.
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.
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CLOSEOUT PROCEDURES 017700 - 2
2. Submit closeout submittals specified in other Division 01 Sections, including project
record documents, operation and maintenance manuals, 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 locat ion 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 Completio n 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
and dated by Architect. Certified copy of the list shall state that each item has been
completed or otherwise resolved for acceptance.
3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage
complying with insurance requirements.
B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of
5 days prior to date the work will be completed and ready for final inspection and tests. On
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CLOSEOUT PROCEDURES 017700 - 3
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.
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.
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CLOSEOUT PROCEDURES 017700 - 4
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."
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.
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CLOSEOUT PROCEDURES 017700 - 5
END OF SECTION 017700
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CLOSEOUT PROCEDURES 017700 - 6
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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.
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 installation varies
from that shown originally. Require individual or entity who obtained record data,
whether individual or entity is Installer, subcontractor, or similar entity, to provide
information for preparation of corresponding marked -up record prints.
a. Give particular attention to information on concealed elements that would be
difficult to identify or measure and record later.
b. 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.
c. Depths of foundations.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
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PROJECT RECORD DOCUMENTS 017839 - 2
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 other 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.
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.
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PROJECT RECORD DOCUMENTS 017839 - 3
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 selMEEected portions of building or structure.
2. Install of dust barriers at work areas.
3. Protection of building finishes during demo and install.
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 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.
1.4 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.
1. Install temporary demolition dust barriers as indicated in the Construction Documents.
2. Provide protection for all floors, walls, casings, doors, etc along access path as shown in
the Construction Documents. Protection should remain until all work is done, and the
removal of waste and clean-up is complete.
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 befo re proceeding
with selective demolition.
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SELECTIVE DEMOLITION 024119 - 2
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.
1.5 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.
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.
B. Existing Services/Systems to Be Removed and then reinstalled: Locate, identify, and work
coordinate with owner to shut off breakers during construction.
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SELECTIVE DEMOLITION 024119 - 3
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. Existing Items to Remain: Protect construction indicated to remain a gainst 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."
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
SELECTIVE DEMOLITION 024119 - 4
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
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Fire-Retardant Wood Treatment 1 Section 06 0573
SECTION 06 0573
FIRE-RETARDANT WOOD TREATMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Quality of treated wood provided under Division 06.
B. Related Sections
1. Sections Under 06 1000, 06 2000, and 06 4000 Headings: Furnishing of treated wood.
1.2 REFERENCES
A. American Wood-Preserver's Association
1. AWPA C1-96, 'All Timber Products, Pressure Treatment.'
2. AWPA C2-96, 'Lumber, Timbers, Bridge Ties and Mine Ties, Pressure Treatment.'
3. AWPA C9-96, 'Plywood, Pressure Treatment.'
B. ASTM International
1. ASTM E84, ‘Standard Test Method for Surface Burning Characteristics of Building
Materials.’
1.3 SUBMITTALS
A. Quality Assurance / Control: Certificate of pressure treatment showing compliance with
specification requirements.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Fire Retardant Treatment
1. Kiln dry wood after treatment.
2. Quality Standard: FLAME PROOF LHC method by Osmose or equal method meeting UL
FR-S classification.
3. Acceptable Manufacturers
a. Osmose Inc, Griffin, GA www.osmose.com.
b. Equal as approved by Architect before bidding. See Section 01 6200.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Fire-Retardant Wood Treatment 2 Section 06 0573
PART 3 - EXECUTION
3.1 APPLICATION
A. Treat lumber and plywood for new work in accordance with AWPA Standards and dried after
treatment.
B. Lumber grade and species shall be as specified for particular use.
C. Identify treated lumber as to name of treater, preservative used, and retention in lbs/cu ft.
D. Season after treatment to moisture content required for non-treated material.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Miscellaneous Rough Carpentry 1 Section 06 1053
SECTION 06 1053 - MISCELLANEOUS ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Miscellaneous wood backing, blocking and nailers.
2. Rough bucks for wood door frames and casings.
B. Related Sections
1. Section 06 0573: Fire Retardant Wood Treatment.
1.2 SUBMITTALS
A. Product Data
1. Include data for fire-retardant treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Protect material and keep under cover in transit and at job site.
B. Do not deliver material unduly long before it is required.
C. Store on level racks and keep free of ground. Stack to insure proper ventilation and drainage.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Miscellaneous Lumber
1. Provide miscellaneous lumber where required for support or attachment of other
construction, including the following: blocking, and backing.
2. For items of dimensional lumber size, provide Construction or No. 2 grade lumber with 19
percent maximum moisture content for any species.
B. Bucks for Wood Door and Window Frames
1. Provide 1 3/4 inch LVL framing material at jambs and head.
C. Fasteners
1. Power-Driven Fasteners - NES NER-272
2. Screws for Fastening to Cold-Formed Metal Framing - ASTM C954, except with wafer
heads and reamer wings, length as recommended by screw manufacturer for material
being fastened.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Miscellaneous Rough Carpentry 2 Section 06 1053
PART 3 - EXECUTION
3.1 INSTALLATION
A. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted.
Fit carpentry to other construction; scribe and cope as needed for accurate fit. Locate
nailers, blocking, grounds, and similar supports to comply with requirements for attaching
other construction.
B. Where wood-preservative-treated lumber is installed adjacent to metal decking, install
continuous flexible flashing separator between wood and metal decking.
C. Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame
Construction," unless otherwise indicated.
D. Do not splice structural members between supports, unless otherwise indicated.
E. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated
lumber.
F. Securely attach carpentry work to substrate by anchoring and fastening as indicate d,
complying with the following
1. NES NER-272 for power-driven fasteners.
2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.
3. Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel Roof
Sheathing Nailing Schedule," in ICBO's Uniform Building Code.
4. Table 2305.2, "Fastening Schedule," in BOCA's BOCA National Building Code.
5. Table 2306.1, "Fastening Schedule," in SBCCI's Standard Building Code.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Finish Carpentry Requirements 1 Section 06 2001
SECTION 06 2001 - COMMON FINISH CARPENTRY REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install sealants required for items installed under this Section, as described
in Contract Documents.
2. Furnish and install blocking and backing in metal framing where required for support and
fastening of finish appurtenances.
B. Products Installed But Not Supplied Under This Section
1. Factory Manufactured Access Doors.
2. Selected Building Specialties.
3. Selected Equipment.
4. Finish Hardware.
5. Miscellaneous as specified elsewhere.
C. Related Sections
1. Section 06 0573: Fire Retardant Wood Treatment
2. Sections under 06 4000 heading: Furnishing of Architectural Woodwork.
3. Section 06 4001: Quality of wood materials to be used in Finish Carpentry.
4. Section 07 9213: Quality of sealants, submittal and installation requirements.
D. Architectural Woodwork Institute
1. AW S, 'Architectural Woodwork Standards, 2nd Edition
1.2 SYSTEM DESCRIPTION
A. Performance Requirements: AWI Premium Grade is minimum acceptable standard, except
where explicitly specified otherwise, for installation of architectural woodwork.
1.3 ACTION SUBMITTALS
A. IEQ/Low-VOC Materials: For adhesives and glues used at Project site, documentation
including printed statement of VOC content.
B. IEQ/Low-VOC Materials: For composite wood products, documentation indicating that
product contains no urea formaldehyde.
C. IEQ/Low-VOC Materials: For adhesives and composite wood products, documentation
indicating that products 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."
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Finish Carpentry Requirements 2 Section 06 2001
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. Low-Emitting Materials: Composite wood products 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."
2.2 MISCELLANEOUS MATERIALS
A. Low-Emitting Materials: Adhesives 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."
B. Glue: Aliphatic-resin, polyurethane, or resorcinol wood glue recommended by manufacturer for
general carpentry use.
1. Wood glue shall have a VOC content of 30 g/L or less when calculated according to
40 CFR 59, Subpart D (EPA Method 24).
C. Paneling Adhesive: Comply with paneling manufacturer's written recommendations for
adhesives.
1. Adhesive shall have a VOC content of 50 g/L or less when calculated according to
40 CFR 59, Subpart D (EPA Method 24).
PART 3 - EXECUTION
3.1 EXAMINATION
A. Site Verification of Conditions: Verify walls, ceilings, floors, and openings are plumb, straight,
in-line, and square before installing Architectural Woodwork. Report conditions that are not in
compliance to Architect before starting installation.
3.2 PREPARATION
A. Ensure that any wood provided for blocking or backing installed for support of Architectural
Woodwork in metal framing complies with Section 06 0573 Fire Retardant Wood Treatment.
B. Install Architectural Woodwork after wall is completed in areas where Architectural Woodwor k
is to be installed.
3.3 INSTALLATION
Items Installed But Not Supplied Under This Section: Install in accordance with requirements
specified in Section supplying item.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 1 Section 06 4001
SECTION 06 4001 - COMMON ARCHITECTURAL WOODWORK REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Fabrication, finishing, delivery to site, and installation of architectural woodwork as
described in Contract Documents.
2. Furnish, finish, and install flush wood doors as described in Contract Documents.
B. Related Sections
1. Section 06 1053: Blocking.
2. Section 06 4816: Interior Wood Door Frames
3. Section 06 4560: Custom Flush Wood Doors
4. Section 06 3033: Decorative Stone
5. Section 07 9213: Quality of sealants, submittal and installation requirements
C. Where room numbers are shown for locations of certain items in this Specification, it is done
as an aid and is not intended to be inclusive.
1.2 REFERENCES
A. Architectural Woodwork Institute
1. AWS, 'Architectural Woodwork Standards, 2nd Edition
1.3 SYSTEM DESCRIPTION
A. Design Requirements
1. Conform to AWI Premium Grade as established in AW S Manual for fabrication and
installation unless explicitly specified otherwise.
2. Provide AWI Quality Certification Program certificates indicating that woodwork, including
installation complies with requirements of grade specified.
1.4 SUBMITTALS
A. Product Data: Submit Manufacturer's product data for hardware to be used, and for specialty /
custom items not manufactured by Architectural Woodwork Fabricator.
B. IEQ/Low-VOC Materials: For adhesives and glues used at Project site, documentatio n
including printed statement of VOC content.
C. IEQ/Low-VOC Materials: For composite wood products, documentation indicating that
product contains no urea formaldehyde.
D. IEQ/Low-VOC Materials: For adhesives and composite wood products, documentation
indicating that products 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."
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 2 Section 06 4001
E. Shop Drawings
1. In addition to requirements of Section 01 3300, an additional electronic copy of shop
drawings will be distributed to AWI Certification Inspector, who will certify that Project
meets specified quality standards.
2. If inspection certification is requested, do not begin fabrication of work of this Section until
special inspection report is submitted to Architect and recommended changes have been
noted and addressed.
F. Samples
1. Opaque Finishes
a. Solid Stock
1) Submit (3) samples measuring 3/4 inch by 6 inches by 18 inches or each
species specified.
b. Veneer Panel
1) Submit (3) samples of 3/4 inch by 8-1/2 inches by 18 inches Yorkite panel.
1.5 QUALITY ASSURANCE
A. Qualifications
1. Installation of Architectural Woodwork shall be responsibility of Architectural Wo odwork
manufacturer.
a. Installation shall be performed by personnel that have minimum five years
experience installing Architectural Woodwork of comparable quality with ability to
install work to meet specified standards.
b. Installers shall be approved before delivery of Architectural Woodwork to site.
2. Firm (woodwork manufacturer) shall submit evidence of having AWI Certification prior to
bid. Submit certification to Architect.
B. Work shall be in compliance with the Grade or Grades specified of the Architectural
Woodwork Standards.
C. Firm (woodwork manufacturer) with no less than five years of production experience similar to
this project, whose qualifications indicate the ability to comply with requirements of this
Section.
D. Woodwork manufacturer must have had at least one project in the past five years where the
value of the woodwork was within 20 percent of the cost of woodwork for this project.
E. Single Source Responsibility: A single manufacturer shall provide and install work of this
Section
F. Samples: Samples should match existing profiles, wood types, and finishes/colors. Samples
will verify selections and demonstrate aesthetic effects and set quality standards for materials
and execution.
3. Do not proceed with installation of Architectural Woodwork without wr itten approval from
Architect of mockup acceptance.
1.6 PROJECT CONDITIONS
A. Project Environmental Requirements
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 3 Section 06 4001
1. Maintain ambient relative humidity at location of fabrication, site, including storage and
installation areas, between 25 and 50 percent before delivery and throughout process of
fabrication and installation.
2. Maintain temperature between 65 and 75 deg F for one week before, throughout
installation, and until Final Completion.
3. Do not subject Architectural Woodwork to swings in temperature or humidity during
storage, throughout process of installation, and through Substantial Completion.
4. Repair or replacement of damaged Architecture Woodwork caused by failure to meet
specified environmental requirements will be at no cost to Owner.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Assemble and finish woodwork at factory and deliver to site ready for installation.
B. Protect millwork from moisture and damage while in transit to job site.
C. Store Architectural Woodwork in building in which it to be installed in room that is clean, dry,
well ventilated, protected from direct sunlight, moisture, and damage, and kept broom clean.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Lumber
1. Species
a. Opaque Finish
1) Premium Grade: Plain sawn natural hard Maple for all door and cased
openings.
2. Panel Matching
a. Sequenced, center balanced, book match.
3. Grade:
a. Comply with AWI Standards for Grade I lumber (Section 100)
1) No defects in boards smaller than 275 sq inches.
2) One defect per additional 50 sq inches in larger boards.
3) Select pieces for uniformity of grain and color on exposed faces and edges.
a) No mineral grains accepted.
b. Hard Maple: Comply with AW I Standards for Grade II lumber (Section 100)
4. Length
a. Use maximum lengths possible, but not required to exceed 10 feet without joints.
No joints shall occur closer than 72 inches in straight runs exceeding 18 feet Runs
between 18 feet and 10 feet may have no more than one joint. No joints shall occur
within 72 inches of outside corners nor within 18 inches of inside corners.
b. No joints permitted in door casings or door moldings, except miter joint at corners.
5. Moisture Content
a. 6 percent maximum at fabrication.
b. No opening of joints due to shrinkage is permitted.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 4 Section 06 4001
2.2 APPROVED MANUFACTURERS
A. Fabricators will be pre-qualified in accordance with Procurement Requirements and the
following criteria and included in Construction Documents by Addendum.
1. Prior experience with projects of similar size and magnitude.
2. Firms with minimum of 10 years in business und er current name.
3. Payment and Performance Bond criteria according to Division 01 requirements.
4. Proof of current AWI Certification.
2.3 FABRICATION
A. Fabricate work in accordance with measurements taken on job site.
B. Ease sharp corners and edges of exposed members to promote finishing and protect users
from slivers.
C. Fabricate so veneer grain is vertical unless specifically detailed otherwise.
D. Join members by pressure process glue and lemon splines, or pressure glue and dowels.
E. Finish Tolerances
1. AWI Premium Grade
a. No planer or molder marks (KCPI) or sanding chatter allowed.
b. Sand all wood members and surfaces to 180 grit.
c. Flushness Variation: 0.001 inch maximum.
d. Cross Sanding Scratches: None allowed.
e. Close match of grain and color from solid stock to panel products is required for
Premium Grade.
f. Putty is not acceptable as a wood filler.
g. Neither putty nor wood filler shall be used to fill gaps or flush offsets.
h. Owner required enhancements:
1) Maximum Gap: None allowed.
2) Blind nail where natural and stain finished wood is used.
F. Install hardware in accordance with hardware manufacturer's directions. Leave operating
hardware operating smoothly and quietly.
2.4 FINISHES
A. General
1. Finished wood surfaces, including cabinetry, paneling and trim shall be free of runs,
streaks, sags, lint, fish eyes, overspray, and orange peel.
2. Match Architect approved control sample for stain color, texture, and degree of sheen.
B. Opaque Finish
1. Casework, free standing woodwork, and paneling shall be pre-finished at plant of
Architectural Woodwork Manufacturer.
a. Opaque equivalent of transparent finish systems being used. (OP-6, Catalyzed
Polyurethane for all grades.
1) Finish shall include two topcoats of specified color.
2) Color to match existing.
2. Standing and running trim shall be primed at Fabricator's facility and finished on site.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 5 Section 06 4001
a. Factory apply two coats of primer-surfacer compatible with specified finish coat on
face, edges, and back of trim, and sand with 220 grit paper.
b. After installation of opaque standing and running trim is completed, fill gaps, sand to
220 grit paper, and apply three topcoats of specified material in finished color.
c. Finish sheen shall be satin, or 15 - 20 degrees on 60 degree gloss meter.
C. Visual Tests Applicable to Exposed Surfaces
1. Finished and installed Architectural Woodwork shall be examined with following results
a. AWI Premium Grade
1) Finish Sanding Scratches: Not permitted.
2) Runs (Running of wet finish films in rivulets): Not Permitted.
3) Blistering (Small, swelled areas like water blisters on human skin): Not
permitted.
4) Blushing: Not permitted.
5) Checking, Crazing (Crowfeet separation or irregular line separation: Not
permitted.
6) Cracking (Formation like dried mud): Not permitted.
7) Glue spots, putty spots, or smears: Not permitted.
8) Filled finish brad or screws
a) Not permitted on freestanding work.
b) Not noticeable beyond 18 inches.
9) Orange Peel (Slight depressions in surface, similar to skin of an orange): Not
permitted.
10) Sags (Partial slipping of finish film creating 'curtain' effect): Not permitted.
2.4 SOURCE QUALITY ASSURANCE
A. Verification of Performance
1. Owner may elect to implement AWI Compliance Program as outlined in AWI. Inspection
may be in three phases.
a. After preparation of shop drawings, inspection of Contract Documents, shop
drawings, and samples.
b. Before installation of Architectural Woodwork, inspection of items to be installed.
c. After installation, inspection of completed installation.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Site Verification of Conditions
1. Verify areas to receive Architectural Woodwork are fully enclosed with windows installed
and glazed, exterior doors in place, HVAC systems operational, and temporary openings
closed.
2. Verify walls, ceilings, floors, and openings are plumb, straight, in-line, and square before
installing Architectural Woodwork.
3. Do not proceed with installation of Architectural Woodwork until unacceptable conditions
have been corrected. Notify Architect in writing of non-complying conditions.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 6 Section 06 4001
3.2 PREPARATION
A. Do not install Architectural Woodwork until after ceilings, plumbing, and flooring are co mpleted
and other related trades have completed their work.
B. Do not proceed with installation of Architectural Woodwork until unacceptable conditions have
been corrected. Notify Architect in writing of non-complying conditions.
3.3 INSTALLATION
A. General
1. Installation standards for Architectural Woodwork shall be AWI Premium.
2. Monitor temperature and humidity daily. Cease work and notify Architect immediately in
writing should extremes in temperature or humidity occur.
B. Paneling
1. AWI Premium Grade
a. Paneling shall be blind fastened without aid of exposed nails, screws, or other
exposed fasteners.
b. Owner required enhancements
1) Fastening points of molding applied to paneling, doors, cabinet dies, and
cabinet doors shall be invisible to eye.
2) Field Repairs and Touch-ups: Not noticeable.
C. Standing and Running Trim
1. AWI Premium Grade
a. Fastening points shall be concealed, filled, and finished to blend with adjacent
finished woodwork.
b. Install using maximum lengths possible with joint buttes and reinforced with
lamellos.
c. Attach base moldings and chair rails to walls with continuous concealed cleats.
Screwing or nailing of base may occur only below base.
d. Finish Brads may be used to reinforce chair rail attachment only if used sparingly
and if concealed in underside crevice of molding panel.
e. Glue crown molding to blocking or, if necessary, attach with finish brads or screws in
crevice of molding profile.
D. Tolerances for field joints customarily exposed to view
1. Premium Grade
a. Wood To Wood
Flushness Variation (maximum)
Flat Surface 0.0025 inch
Shaped Surface** 0.012 inch
Gap Width (maximum)
Flat Surface 0.0025 inch
Shaped Surface 0.0025 inch
** Flushness Variation for Handrails (maximum): 0.012 inch
b. Wood To Non-wood and Non-wood To Non-wood
Flushness Variation (maximum)
Flat Surface 0.015 inch
Shaped Surface 0.015 inch
Gap Width (maximum)
Flat Surface 0.015 inch
Shaped Surface 0.015 inch
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 7 Section 06 4001
3.4 ADJUSTMENT
A. Remove or repair damaged surface of or defects in exposed finished surfaces of millwork to
match adjacent similar undamaged surface.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Architectural Woodwork Requirements 8 Section 06 4001
P A G E B R E A K
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Architectural Woodwork Wood Trim 1 Section 06 4511
SECTION 06 4511 - ARCHITECTURAL WOODWORK WOOD TRIM / Premium Grade
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality requirements for premium grade architectural woodwork wood trim.
B. Related Sections:
1. Section 06 1053: Blocking.
2. Section 06 4001: Common Architectural Woodwork Requirements.
3. Section 08 7101: Hardware Installation Requirements
1.2 SCHEDULING
A. Coordination: Coordinate installation of blocking required for standing and running trim with
Section 06 1053 or 09 2216.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Solid Wood:
1. Opaque Finishes:
a. Exposed Parts: Plain sawn natural Hard Maple.
1) Locations:
a) All trim below 8 feet.
b) All door and cased openings.
b. Exposed Parts: Plain sawn natural Poplar.
1) Locations:
a) All trim above 8 feet, excludes door and cased openings.
2.2 FABRICATION
A. Premium grade standing and running trim for Transparent and Opaque finish includes, but is
not limited to the following:
1. Transparent and Opaque Finish:
a. Wood Door Jambs, Stops, and Casings.
b. Miscellaneous hardwood trim.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Standing And Running Trim:
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Architectural Woodwork Wood Trim 2 Section 06 4511
1. Install in accordance with tolerances and requirements specified in Section 06 4001.
a. Standing and running trim shall be installed using maximum lengths possible with
joints butted and reinforced with lamellos.
b. All members of door openings, I.E. jambs, stops, and casing, shall be one-piece,
without joints. Reinforce miter joints with lamellos.
c. Fabricate door frames according to split-jamb construction method.
d. Joints, whether miter or butt, shall meet of exceed 0.0025 inch gap tolerance.
2. Installation of standing and running trim shall be in accordance with enhanced Premium
Grade and Section 06 4001 for color, grain, flushness and cleanness of attachment.
3. Compliance with following requirements is of particular importance to Owner and will be
enforced by inspections by Owner's special inspector.
a. Tolerances for standing and running trim shall meet or exceed tolerance
requirements specified in Section 06 4001.
b. For transparent finished woodwork, compatibility of grain and color from piece to
piece of solid stock standing and running trim and from solid stock to panel is
required.
c. Attach base moldings and chair rails to walls with continuous concealed cleats.
Screwing or nailing of base may occur only below carpet line.
d. Finish brads may be used to reinforce chair rail attachment only if used sparingly
and if concealed in underside crevice of molding profile.
e. Glue crown molding to substrate. Additional attachment by finish brads or screws
may be used, if installed in crevices of molding profile.
f. Exposed screw and brad holes are to be rendered invisible beyond 18 inches either
by placement or by plugging or filling.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Wood Door Frames / Premium Grade 1 Section 06 4816
SECTION 06 4816 - INTERIOR WOOD DOOR FRAMES / Premium Grade
PART 1 - GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Primed interior wood door frames for field finishing.
B. Related Sections
1. Section 06 4001: Common Architectural Woodwork Requirements
2. Section 06 1053: Miscellaneous Rough Carpentry - LVL bucks
3. Section 06 4831: Custom Flush Wood Doors
4. Section 09 2216: Non-Structural Metal Framing
5. Section 09 3033: Stone Tiling and Slabs
PART 2 - PRODUCTS
2.1 FRAMES AND TRIM
A. Frames and trim
1. Solid hardwood to match species, finish, finishing system, and color of door to be
mounted in frame.
2. Provide trim profile and shapes as indicated in Contract Documents.
B. Fire-Rated Interior Frames and Jambs: Products fabricated from fire-retardant particleboard or
fire-retardant medium-density fiberboard with veneered exposed surfaces and listed and
labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire
ratings indicated, based on testing according to NFPA 252.
1. Fire Rating: Equal to door fire rating as indicated on the Drawings.
2.2 WOOD MATERIALS
A. Wood Products: Provide materials that comply with requirements of referenc ed quality
standard for each type of wood frame and quality grade specified unless otherwise indicated.
1. Wood Moisture Content for Interior Materials: 5 to 10 percent.
2.3 FIRE-RETARDANT-TREATED MATERIALS
A. Fire-Retardant-Treated Materials, General: Where fire-retardant-treated materials are indicated,
use materials complying with requirements in this article that are acceptable to authorities
having jurisdiction and with fire-test-response characteristics specified as determined by testing
identical products per test method indicated by a qualified testing agency.
1. Identify fire-retardant-treated materials with appropriate classification marking of qualified
testing agency in the form of removable paper label or imprint on surfaces that will be
concealed from view after installation.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Wood Door Frames / Premium Grade 2 Section 06 4816
B. Fire-Retardant-Treated Lumber: Products with a flame-spread index of 25 or less when tested
according to ASTM E 84, with no evidence of significant progressive combustion when the test
is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet
(3.2 m) beyond the centerline of the burners at any time during the test.
1. Kiln dry lumber after treatment to a maximum moisture content of 19 percent.
C. Fire-Retardant Fiberboard: Medium-density fiberboard panels complying with ANSI A208.2,
made from softwood fibers, synthetic resins, and fire-retardant chemicals mixed together at time
of panel manufacture to achieve flame-spread index of 25 or less and smoke-developed index
of 200 or less per ASTM E 84.
2.4 MISCELLANEOUS MATERIALS
A. Interior Blocking, Shims, and Nailers: Softwood or hardwood lumber, kiln dried to less than 15
percent moisture content.
B. Provide self-drilling screws for metal-framing supports.
C. Anchors: Select material, type, size, and finish required for each substrate for secure
anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors.
Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls
and at floors.
2.5 FABRICATION
A. Fabricate wood frames to dimensions, profiles, and details indicated. Ease edges to radius
indicated for the following:
1. Edges of Solid-Wood (Lumber) Members: 1/16 inch (1.5 mm) unless otherwise
indicated.
2.6 SHOP PRIMING
A. Preparations for Finishing: Comply with referenced quality standard for sanding, filling
countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing wood
frames, as applicable to each unit of work.
1. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to
concealed surfaces of wood trim. Apply two coats to surfaces installed in contact with
concrete or masonry and to end-grain surfaces.
2.7 SOURCE QUALITY CONTROL
A. Performance Verification: Frames shall have a fire rating label permanently attached at
factory.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Wood Door Frames / Premium Grade 3 Section 06 4816
EXECUTION
2.8 INSTALLATION
A. Installation instructions occur in Section 06 4511 Architectural Woodwork Wood Trim.
B. Fire-Retardant-Treated Wood: Handle, store, and install fire-retardant-treated wood to comply
with chemical treatment manufacturer's written instructions, including those for adhesives
used to install woodwork.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Wood Door Frames / Premium Grade 4 Section 06 4816
B L A N K P A G E
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Custom Flush Wood Doors / Applied Wood Moldings 1 Section 06 4831
SECTION 06 4831 - CUSTOM FLUSH WOOD DOORS / Applied Wood Moldings / Premium Grade
PART 1 - GENERAL
1.1 SUMMARY
A. Products Furnished But Not Installed Under This Section
1. Factory-finished flush wood doors.
B. Products Furnished by Others But Installed Under This Section.
1. Art Glass lite assemblies.
2. Hardware
C. Related Sections
1. Section 06 4001: Common Architectural Woodwork Requirements
2. Section 06 4001: Installation Wood Doors
3. Section 06 4001: AWI Quality Certification Program
4. Section 08 7100: Door Hardware Installation Requirements
5. Section 12 1713: Art Glass
1.2 REFERENCES
A. Architectural Woodwork Institute
1. AWS, 'Architectural Woodwork Standards, 1st Edition, 2009
B. ANSI / WDMA Extra Heavy Duty performance standard
1. Latest Edition.
1.3 SUBMITTALS
A. Shop drawings
1. Submit shop drawings in compliance with AWI standards.
2. Submit electronic copies for review and approval.
B. Samples
1. Submit (3) finish samples of each species, molding profile, and cut of wood to be used.
a) Provide sample to be a minimum of 12" by 12"
b) Sample shall represent the range of color and grain expected to be provided.
Samples should match existing profiles, finish, color, and sheen from similar millwork in
the Temple.
1.4 QUALITY ASSURANCE
A. Work shall be in compliance with the Grade or Grades specified of the Architectural
Woodwork Standards.
B. Firm (woodwork manufacturer) with no less than five years of production experience similar to
this project, whose qualifications indicate the ability to comply with requirements of this
Section.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Custom Flush Wood Doors / Applied Wood Moldings 2 Section 06 4831
C. Woodwork manufacturer must have had at least one project in the past five years where the
value of the woodwork was within 20 percent of the cost of woodwork for this project.
D. Single Source Responsibility: A single manufacturer shall provide and install work of this
Section
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver in clean truck and, in wet weather, under cover.
1. Deliver to building site after plaster, cement, and taping compound are dry and after
interior painting operations have been completed.
2. Individually wrap in polyethylene bags and provide spacers between each door for
shipment and storage.
B. Store doors in space having controlled temperature and humidity range between 25 and 55
percent.
1. Store flat on level surface in dry, well ventilated space.
2. Cover to keep clean but allow air circulation.
3. Do not subject doors to direct sunlight, abnormal heat, dryness, or humidity.
C. Handle with clean gloves and do not drag doors across one another or across other surfaces.
1.6 WARRANTY
A. Manufacturer's standard lifetime warranty.
1. Warranty shall include finishing, hanging, and installing hardware if manufacturing defect
was discovered after door was finished and installed.
2. Warranty to include defects in materials including following:
a. Delamination in any degree.
b. Warp or twist of 1/4 inch or more in door panel at time of one-year warranty
inspection.
c. Telegraphing of core assembly: Variation of 1/100 inch or more in 3 inch span.
PART 2 - PRODUCTS
2.1 MANUFACTURED UNITS
A. Wood Doors
1. Type - AWI PC-5ME or FD-5ME
2. Grade - AWI Premium construction
3. Fully Type I Construction - Adhere all glue lines with Type I adhesive, including veneer
lay-up.
4. Face Veneer
a. As shown on the Door SCHEDULE provide doors without FINISHED FACE
VENEER, Custom Finished Face Veneers will be provided by and adhered to the
door cores by the Mill Fabricator to both sides of the doors as scheduled.
Mechanical fastening of moldings and or veneer is unacceptable. Doors to receive
paint on one side or both sides shall receive a face veneer of paintable MDF.
b. Accent Veneer of Bosse shall be quarter sliced, figured, book matched.
c. Veneer of maple shall be quarter sliced, lightly figured, slip matched.
5. Applied Molding
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Custom Flush Wood Doors / Applied Wood Moldings 3 Section 06 4831
a. Species and Grade
1) Opaque Finish
a) Premium Grade – Plain sawn natural hard maple.
6. Core
a. Fully bonded to stiles and rails and sanded as a unit before applying veneers.
b. Non-Rated And Fire-Rated, AWI FD 1/3
1) 32 lb density meeting requirements of ANSI A 208.1 Mat Formed Wood Particle
Board, Grade 1-L-1 minimum.
2) Stiles
a) 1-3/8 inches deep minimum before fitting.
b) Stile face to be hardwood matching face veneer material, thickness
manufacturer=s standard.
3) Rails
a) 1-1/8 inches
b) Manufacturer’s option
2.2 FABRICATION
A. Doors shall be factory-machined.
B. Moldings
1. Moldings shall be factory applied.
2. Apply one coat sealer before applying moldings.
2.3 GLAZING
A. Doors scheduled to receive glazing specified and provided by Section 12 1713 Art Glass shall
be shop installed by the woodwork manufacturer.
2.4 FINISHES
A. Shop Finishing
1. Shop finishing shall be performed in compliance with AWI Standards.
a. Opaque Finish: Comply with AWI Finish System OP-4, Conversion Varnish,
Premium quality.
2. Match samples submitted by Owner/Architect for color and finish.
3. Doors to be painted shall be primed in the shop for field painting by the paint contractor.
2.5 SOURCE QUALITY CONTROL
A. Conform to AWS Standards, Section 1300, and additional requirements specified.
1. Doors shall have Manufacturer's label permanently affixed on top of door. Label to
describe manufacturer, door designation or model, wood species, finish, and size.
B. Conform to National Fire Protection Standards, NFPA-80, for fire-rated doors. Required fire-
rated doors shall bear approved labels of UL, Warnock Hersey International, or other code
acceptable agency. Machining for hardware shall be complete before application of label.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Custom Flush Wood Doors / Applied Wood Moldings 4 Section 06 4831
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that frames are set square, plumb, level, and in plane.
1. Report openings that are not in tolerance for correction before hanging doors.
3.2 INSTALLATION
A. Install all work in conformance with the Architectural Woodwork Standards, latest edition.
1. Installation shall conform to AWI Premium grade.
B. Doors shall be secured in place, square, plumb, and level.
C. Hardware shall be installed complete and as recommended by manufacturer.
3.3 ADJUSTING AND TOUCHUP
A. Before completion of the installation, the installer shall adjust all moving and operating parts to
function smoothly and correctly.
B. All nicks, chips, and scratches in the finish shall be filled and retouched. Damaged item which
cannot be satisfactorily repaired shall be replaced
1. Nicks, chips, and scratches in the finish shall not be visible from 12 inches away.
3.4 CLEANUP
A. Upon completion of installation, the installer shall clean all installed items of pencil and ink
marks, and broom clean the area of operation, depositing debris in containers provided by
general contractor.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Thermal / Acoustical Insulation 1 Section 07 2100
SECTION 07 2100
THERMAL / ACOUSTICAL INSULATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Glass-fiber blanket insulation for acoustical applications.
B. Related Sections:
1. Section 09 2216: Non-Structural Metal Framing
2. Section 09 2913: Gypsum Board.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
1.3 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Research/evaluation reports.
PART 2 - PRODUCTS
2.1 GLASS-FIBER BLANKET INSULATION
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. CertainTeed Corporation.
2. Guardian Building Products, Inc.
3. Johns Manville.
4. Knauf Insulation.
5. Owens Corning.
6. Approved Equal as approved by Architect prior to Bidding.
B. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I; with maximum flame-spread
and smoke-developed indexes of 25 and 50, respectively, per ASTM E 84; passing
ASTM E 136 for combustion characteristics.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Thermal / Acoustical Insulation 2 Section 07 2100
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to products and
applications indicated.
B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice,
rain, or snow at any time.
C. Extend insulation to envelop entire area to be insulated. Cut and fit tightly around obstructions
and fill voids with insulation. Remove projections that interfere with placement.
D. Provide sizes to fit applications indicated and selected from manufacturer's standard
thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness
indicated unless multiple layers are otherwise shown or required to make up total thickness.
3.2 INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION
A. Apply insulation units to substrates by method indicated, complying with manufacturer's written
instructions. If no specific method is indicated, bond units to substrate with adhesive or use
mechanical anchorage to provide permanent placement and support of units.
B. Glass-Fiber or Mineral-Wool Blanket Insulation: Install in cavities formed by framing members
according to the following requirements:
1. Use insulation widths and lengths that fill the cavities formed by framing members. If
more than one length is required to fill the cavities, provide lengths that will produce a
snug fit between ends.
2. Place insulation in cavities formed by framing members to produce a friction fit between
edges of insulation and adjoining framing members.
3. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or
protected from contact with insulation.
4. For metal-framed wall cavities where cavity heights exceed 96 inches, support unfaced
blankets mechanically and support faced blankets by taping flanges of insulation to
flanges of metal studs.
C. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where
required to prevent gaps in insulation using the following materials:
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Elastomeric Joint Sealants 1 Section 07 9213
SECTION 07 9213 - 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.
B. Related Sections
1. Furnishing and installing of sealants is specified in Sections specifying work to receive
new sealants.
1.2 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.
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.
1.3 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Warranties.
1.4 PERFORMANCE REQUIREMENTS
A. Provide elastomeric joint sealants that establish and maintain watertight and airtight
continuous joint seals without staining or deteriorating joint substrates.
1.5 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: 2 years from date of Substantial Completion.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Elastomeric Joint Sealants 2 Section 07 9213
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: 5 years from date of Substantial Completion.
1.6 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. Interior
1) Inside jambs and heads of exterior door frames.
2) Inside perimeters of windows.
3) Miscellaneous gaps between substrates.
4) Approved Product.
1) Acrylseal by General Electric.
2) Tremsil 200 by Tremco.
5) Equal approved by Architect prior to bidding. See Section 01600.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Elastomeric Joint Sealants 3 Section 07 9213
4. Color: As selected by Architect from manufacturer’s full range.
B. 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 .
4. Tremco, Cleveland, OH www.tremcosealants.com.
5. United States Gypsum, USG.
6. Equal approved by Architect prior to bidding. See Section 01600.
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.
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.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Elastomeric Joint Sealants 4 Section 07 9213
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.
3.3 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.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Hardware Group And Keying Schedules 1 Section 08 0601
SECTION 08 0601 - HARDWARE GROUPS AND KEYING SCHEDULES
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. General requirements for finish hardware related to architectural wood and hollow metal
doors.
B. Related Sections
3. Section 09 3033: Stone Thresholds
1.2 SUBMITTALS
A. Product Data
1. Manufacturer's cut sheets
2. Two copies of Manufacturer’s installation, adjustment, and maintenance instructions for
each piece of hardware. Include one set in Operations and Maintenance Manual and send
one set with hardware when delivered.
3. Copy of hardware schedule
B. Shop Drawings - Submit hardware schedule indicating hardware to be supplied. Schedule shall
indicate details such as proper type of strike plates, spindle lengths, hand, backset, and bevel of
locks, hand and degree opening of closer, length of kick plates, length of rods and flush bolts,
type of door stop, and other necessary information necessary to determine exact hardware
requirements.
C. Quality Assurance / Control
1. Certificate or letter signed by hardware supplier and by Contractor stating that hardware
provided is same as that specified in Contract Documents.
1.3 QUALITY ASSURANCE
A. Suppliers bidding this work shall have two years minimum experience in providing, detailing,
scheduling, and installing builders hardware and shall employ at least one full time DHI
Architectural Hardware Consultant (AHC).
1.5 DELIVERY, STORAGE, AND HANDLING
A. Neatly and securely package hardware items by hardware group and identify for individual door
with specified group number and set number used on Supplier's hardware schedule. Include
fasteners and accessories necessary for installation and operation of finish hardware in same
package.
PART 2 PRODUCTS
2.1 FINISHES
A. For doors receiving Decorative Finishes shall be US4, Satin Brass, which shall match existing
hardware in building.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Hardware Group And Keying Schedules 2 Section 08 0601
2.2 FASTENERS
A. Fasteners shall be of suitable types, sizes and quantities to properly secure hardware.
Fasteners shall be of same material and finish as hardware unless otherwise specified.
Fasteners exposed to weather shall be non-ferrous or corrosion resisting steel.
PART 3 EXECUTION
3.1 HARDWARE
Manufacturers Listed (to match existing Temple hardware manufacturers and finish):
Hinges Hager AB850 4-1/2 x 4-1/2
Closers LCN 4041 Series
Adjustable sweep speed
Adjustable backcheck
Non-handed, Non-sized
Provide soffit plate similar to Norton 2018B
Matching finish for metal covers
Pushplates Baltica Sundance Backplate A 26.6 CM (to match existing)
Pullplates Baltica 34 CM Sundance Pull & Baltica Sundance Backplate A 26.6 CM (to match
existing)
Overhead Stop Glynn-Johnson – Concealed 900 SeriesxUS4 standard finish
Acoustical Seal National Guard Products
2525 by NGP on perimeter,
13 by NGP door bottoms
Threshold Stone Threshold by others
3.2 HARDWARE GROUP SCHEDULE
GROUP 30
INTERIOR – W ood doors at Waiting rooms 323 & 306
Door: 306A, 323A
3 EACH HINGES
1 EACH CLOSER W/HOLD OPEN AND OVERHEAD STOP
1 EACH CUSTOM PULLPLATE (DECORATIVE BACKPLATE W/ PULL)
1 EACH CUSTOM PUSHPLATE (DECORATIVE BACKPLATE)
1 SET ACOUSTIC SEALS (WHITE)
1 EACH STONE THRESHOLD AS REQUIRED BY OTHERS
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Glass Glazing 1 Section 08 8113
SECTION 08 8113 - GLASS GLAZING
PART 1 - GENERAL
1.1 SUMMARY
A. Section establishes quality standard of glazing provided by other sections.
B. Related Sections
2. Section 06 4001: Installation of Art Glass units in Architectural Woodwork and Doors
4. Section 12 1713: Furnishing of Art Glass units.
1.2 REFERENCES
A. American Society For Testing And Materials
1. ASTM C 1036-91 (1997), 'Standard Specification For Flat Glass'
2. ASTM C 1048-97b, 'Standard Specification For Heat-Treated Flat Glass - Kind H, Kind FT
Coated and Uncoated Glass'
3. ASTM E 774-97, 'Standard Specification for Sealed Insulating Glass Units'
1.3 QUALITY ASSURANCE
A. Regulatory Requirements - Glazing shall meet applicable requirements of Federal Consumer
Product Safety Standard 16CFR1201.
A. Manufacturer's Labels - Labels showing strength, grade, thickness, type, and quality are
required on each piece of glass.
PART 2 - PRODUCTS
2.1 MATERIAL
A. Glazing shall have following characteristics -
1. Thickness – ¼ inch
2. Clear - Tempered meeting requirements of ASTM C 1048, Kind FT, Condition A, Type
Class I, Quality q3.
B. Miscellaneous Accessories:
a. Glazing Sealants
b. Glazing Tapes
c. Setting Blocks
d. Spacers
e. Edge Blocks
f. Cylindrical Glazing Sealant Backing.
2.2 FABRICATION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Glass Glazing 2 Section 08 8113
A. Except where glass exceeds 66 inches in width, cut clear glass so any wave will run horizontally
when glazed.
PART 3 EXECUTION - NOT USED
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Non-Structural Metal Framing 1 Section 09 2216
SECTION 09 2216
NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install metal framing and furring systems and blocking as described in
Contract Documents.
B. Related Sections:
1. Section 06 1053: Miscellaneous Rough Carpentry.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM C 645-04, 'Standard Specification for Nonstructural Steel Framing Members.'
1.3 SUBMITTALS
A. Shop Drawings: Show special components and installations not fully dimensioned or detailed
in Manufacturer's Product data.
B. Quality Assurance / Control:
1. Manufacturer's technical product data, installation instructions, and r ecommendations for
each component of system.
2. ICBO Evaluation Report:
1.4 QUALITY ASSURANCE
A. Regulatory Requirements: ICBO approved.
B. Schedule a conference to be held after submittals have been reviewed and returned by
Architect, but before beginning metal framing work. Identify location of required blocking.
PART 2 - PRODUCTS
2.1 COMPONENTS
A. Framing:
1. 20 ga 0.95 mm minimum, unless noted greater on Drawings, meeting requirements of
ASTM C 645.
2. Tracks, bridging, blocking, strapping, and other accessories shall be as described i n
Contract Documents or as required by Manufacturer's system.
3. Acceptable Products:
a. 3-5/8 IC 20 ga by American Studco.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Non-Structural Metal Framing 2 Section 09 2216
b. 362DS20P by CEMCO.
c. Drywall Metal, 20 ga only, by Clark Western.
d. 20 Ga STE by Dietrich Industries.
e. 20 Ga 3-5/8 SS Series by Steeler Inc.
f. Any member of Steel Stud Manufacturer's Association (SSMA).
g. Equal as approved by Architect before bidding.
B. Furring Channels:
1. Hat Shaped Channels: Roll formed from DWC-25 corrosion resistant steel in sizes
shown on Drawings.
2. 'Z' Shaped Channels: 20 ga0.95 mm minimum galvanized steel in sizes shown on
Drawings.
C. Sheet Steel: 18 ga 1.3 mm hot-dipped galvanized sheet steel.
D. Sill Sealer: Closed-cell polyethylene foam, 1/4 inch 6 mm thick by width of plate.
2.2 MANUFACTURERS
A. Contact Information:
1. Allied Studco Inc, Phoenix, AZ www.studco.com.
2. CEMCO, City of Industry, CA www.cemcosteel.com.
3. Clark Western, Cincinnati, OH www.clarksteel.com.
4. Dietrich Industries Inc, Pittsburgh, PA www.dietrichindustries.com .
5. Steeler Inc, Seattle, WA www.steeler.com.
6. Equal as approved by Architect before bidding.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Specifications of Stud Wall Manufacturer shall govern this work unless more
stringent requirements are required by Contract Documents.
B. Interface W ith Other Work:
1. Coordinate with other Sections to provide blocking necessary for their work.
2. Coordinate with other Sections for location of blocking required for installation of
equipment and building specialties.
C. Wall Tolerances:
1. 1/4 inch 6 mm in 20 feet 6 meters, non-cumulative in length of wall.
2. 1/8 inch 3 mm in 10 feet 3 meters with 1/4 inch 6 mm maximum in height of wall.
3. Distances between parallel walls shall be 1/4 inch 6 mm maximum along length and
height of wall.
D. Framing:
1. Install specified sill sealer under sill plates of exterior walls and of acoustically insulated
interior walls.
2. Stiffen metal-framed walls with 3/4 inch 19 mm cold-rolled channels placed horizontally
approximately 48 inches 100 mm on center and securely attach to each stud.
3. Similarly reinforce door and window openings at headers with reinforcing channel
extending 18 inches 450 mm minimum each side of opening.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Non-Structural Metal Framing 3 Section 09 2216
4. Apply double framing members at openings. Wrap multiple, adjacent framing members
with duct tape or otherwise secure to eliminate 'chattering.'
5. Use grommets at framing penetrations where unsecured items pass through.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Non-Structural Metal Framing 4 Section 09 2216
BLANK PAGE
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Gypsum Board 1 Section 09 2913
SECTION 09 2913 - GYPSUM BOARD
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install gypsum board as described in Contract Documents .
2. Furnish and install acoustical sealants as described in Contract Documents.
1.2 REFERENCES
A. Definitions:
1. Accessories: Metal or plastic beads, trim, or molding used to protect or conceal corners,
edges, or abutments of the gypsum board construction.
2. Drywall Primer: Paint material specifically formulated to fill the pores and equalize the
suction difference between gypsum board surface paper and the compound used on
finished joints, angles, fastener heads, and accessories and over skim coatings.
3. Skim Coat: Either a thin coat of joint compound trowel applied, or a material
manufactured especially for this purpose and applied in accordance with manufacturer’s
recommendations, over the entire surface.
4. Texturing: Regular or irregular patterns typically produced by applying a mixture of joint
compound and water, or proprietary texture materials including latex base texture paint,
to a gypsum board surface previously coated with drywall primer.
B. Reference Standards:
1. ASTM International:
a. ASTM C11-10, ‘Standard Terminology Relating to Gypsum and Related Building
Materials and Systems.’
b. ASTM C475/C475M-02(2007), ‘Standard Specification for Joint Compound and Joint
Tape for Finishing Gypsum Board.'
c. ASTM C840-08, 'Standard Specification for Application and Finishing of Gypsum
Board.'
d. ASTM C1002-07, 'Standard Specification for Steel Self-Piercing Tapping Screws for
the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs
or Steel Studs.'
e. ASTM C1047-10, ‘Standard Specification for Accessories for Gypsum Wallboard
and Gypsum Veneer Base.’
f. ASTM C1178/C1178M-08, ‘Standard Specification for Coated Glass Mat Water-
Resistant Gypsum Backing Panel.'
g. ASTM C1396/C1396M-09a, ‘Standard Specification for Gypsum Board.'
h. ASTM E84-10, ‘Standard Test Method for Surface Burning Characteristics of
Building Materials.’
i. ASTM E90-09, ‘Standard Test Method for Laboratory Measurement of Airborne
Sound Transmission Loss of Building Partitions and Elements.’
j. ASTM E119-10a, ‘Standard Test Method for Fire Tests of Building Construction and
Materials.’
k. ASTM E413-04, ‘Classification for Rating Sound Insulation.’
2. Gypsum Association:
a. GA-214-07e, ‘Recommended Levels of Gypsum Board Finish.’
b. GA-216-07: ‘Application and Finishing of Gypsum Panel Products.’
c. GA-600-09, ‘Fire Reference Design Manual.’
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Gypsum Board 2 Section 09 2913
d. GA-801-07, ‘Handling and Storage of Gypsum Panel Products: A Guide for
Distributors, Retailers, and Contractors.’
3. Underwriters Laboratories, Inc.
a. UL 263: ‘Test Method for Fire Tests of Building Construction and Materials.’
b. UL 723: ‘Standard for Safety Test for Surface Burning Characteristics of Building
Materials; Tenth Edition September 10 2008.’
1.4 SUBMITTALS
A. Informational Submittals:
1. Test And Evaluation Reports:
a. Fire test results or assembly diagrams and numbers confirming products used will
provide required fire ratings with installation configurations used.
1.5 QUALITY ASSURANCE
A. Surface Finish Quality:
1. Smoothness and levelness of finish gypsum board surface will be determined by use of a
four (4) foot straightedge. The straightedge laid in any direction revealing any light
between surface and straightedge will require further leveling until light penetration is
eliminated.
1.6 DELIVERY, STORAGE, AND HANDLING
A. General:
1. Following recommendations of GA-801 Guide for Handling and Storage of Gypsum Panel
Products unless local, state or federal laws or agency rules differing from the
recommendations shall take precedence.
B. Delivery And Acceptance Requirements:
1. Deliver materials in original packages, containers, or bundles bearing brand name,
applicable standard designation, and Manufacturer's name.
C. Storage And Handling Requirements:
1. Store material under roof and keep dry and protected against damage from weather,
condensation, direct sunlight, construction traffic, and other causes. Stack gypsum board
flat to prevent sagging.
1.7 PROJECT CONDITIONS
A. Ambient Conditions:
1. Comply with ASTM C840 or GA-216 requirements, whichever are more stringent:
a. Do not install interior products until installation areas are enclosed and conditioned.
1) Temperature shall be 50 deg F and 95 deg F maximum day and night during
entire joint operation and until execution of Certificate of Substantial
Completion.
2) Provide ventilation to eliminate excessive moisture.
3) Avoid hot air drafts that will cause too rapid drying.
b. Do not install panels that are wet, those that are moisture damaged, and those that
are mold damaged.
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Gypsum Board 3 Section 09 2913
PART 2 - PRODUCTS
2.1 MATERIALS
A. Materials:
1. Interior Gypsum Board:
a. Provide maximum lengths and widths available that will minimize joints in each area
and that correspond with support system indicated.
b. Non-Fire-Rated Construction:
1) Size:
a) Provide maximum lengths and widths available that will minimize joints in
each area and that correspond with support system indicated.
2) Quality Standard:
a) Board installed in areas accessible to public shall have the following:
(1) Meet requirements of ASTM C1396/C1396M (Section 5).
(2) Surface paper: Face paper suitable for painting.
(3) Long edges: Tapered edge.
2. Acoustic Insulation:
a. Unfaced Insulation: Meet requirements of ASTM C665, Type I.
b. Order insulation by 'R' factor rather than 'U' factor, rating, or thickness, either 16 or
24 inches wide according to framing spacing.
c. 'R' Factor Required:
1) Acoustically Insulated Walls:
a) Enclosed Spaces: Fill framed cavity with 3” batt of acoustical insulation.
Insert insulation into existing wall sections to the extent possible.
2.2 ACCESSORIES
A. Gypsum Board Mounting Accessories:
1. Quality Standards:
a. Furring Channels:
1) Walls: Galvanized DWC-25 by USG.
B. Corner And Edge Trim:
1. Metal: 24 ga minimum steel, electrolytic galvanized zinc-coated, treated for maximum
cement and paint adhesion. Surfaces to receive bedding cement knurled for maximum
bonding.
2. Paper-Faced Metal:
a. Acceptable Products:
1) Beadex Drywall Accessories.
2) Chicago Metallic.
3) Goldline Drywall Trim by Unimast.
4) USG.
5) Equal as approved by Architect before installation. See Section 01 6200.
3. Paper-Faced Plastic:
a. Acceptable Products:
1) No-Coat by Drywall Systems International.
2) Equal as approved by Architect before bidding. See Section 01 6200.
C. Joint Compound:
1. Best grade or type recommended by Board Manufacturer and meeting requirements of
ASTM C 475.
a. Use Taping Compound for first coat to embed tape and accessories.
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Gypsum Board 4 Section 09 2913
b. Use Taping Compound or All-Purpose Compound for subsequent coats except final
coat.
c. Use Finishing Compound for final coat and for skim coat.
d. Joint Reinforcing: Paper reinforcing tape acceptable to Board Manufacturer.
D. Primer / Surfacer Under Surfaces To Receive Texturing:
1. Acceptable Products:
a. Sheetrock First Coat by USG.
b. Prep Coat by Westpac Materials.
c. ProForm Surfacer / Primer by National Gypsum.
d. Level Coat by Magnum Products.
e. Equal as approved by Architect before bidding.
E. Primer Under Surfaces To Receive Wallcovering:
1. White, self-sizing, water based, all purpose wallcovering primer.
2. Type Two Acceptable Products:
a. Shieldz Universal Pre-Wallcovering Primer by Wm. Zinsser and Company
1) Verify compatibility with wallcovering material.
b. Equal as approved by Architect before application.
F. Sealant: As specified in Section 07 9213.
G. Fasteners:
1. Bugle head screws meeting requirements of ASTM C 1002.
a. Types:
1) Type W: For fastening gypsum board to wood members.
2) Type S: For fastening gypsum board to steel framing and ceiling suspension
members.
b. Lengths:
1) Of length to penetrate wood framing 5/8 inch minimum.
2) Of length to penetrate steel framing 3/8 inch minimum.
2.3 MANUFACTURERS
A. Manufacturer Contact Information:
1. American Gypsum, Dallas, TX www.americangypsum.com .
2. CertainTeed Gypsum, Inc; Tampa, FL www.certainteed.com.
3. Georgia Pacific, Atlanta, GA www.gp.com.
4. National Gypsum, Charlotte, NC www.nationalgypsum.com.
5. Pabco Gypsum, Newark, CA www.pabcogypsum.com.
6. United States Gypsum Co, Chicago, IL www.usg.com.
7. Equal as approved by Architect before bidding. See Section 01 6200.
B. Acoustical Insulation:
1. Insulation:
a. Acceptable Manufacturers:
1) Certainteed Corp, Valley Forge, PA www.certainteed.com.
2) FiberTEK, Salt Lake City, UT www.fibertekinsulation.com.
3) Guardian Fiberglass, Greer, SC www.guardianbp.com.
4) Knauf Fiber Glass, Shelbyville, IN www.knaufusa.com.
5) Owens-Corning Fiberglass Corporation, Toledo, OH www.owens-corning.com.
6) Johns Manville, Denver, CO www.jm.com.
7) Thermafiber, Wabash, IL www.thermafiber.com.
b. Equal as approved by Architect before bidding. See Section 01 6200.
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Gypsum Board 5 Section 09 2913
PART 3 - EXECUTION
3.1 INSTALLATION
A. Interface With Other Work: Coordinate with Division 06 for location of backblocking for edges
and ends of gypsum board and for blocking required for installation of equipment and building
specialties. Do not install gypsum board until required blocking is in place.
B. General: Install and finish as recommended in ASTM C 840 unless specified otherwise in this
Section.
C. Mounting Accessories:
1. Furring Channels: Apply with screws through flanges into each framing member.
D. Interior Gypsum Board:
1. General:
a. Install so trim and reinforcing tape are fully backed by gypsum board. No hollow
spaces between pieces of gypsum board over 1/8 inch wide before taping are
acceptable.
b. Rout out backside of gypsum board to accommodate items that extend beyond face
of framing, but do not penetrate face of gypsum board, such as metal door frame
mounting brackets, etc.
2. Single Layer Application:
a. Apply ceilings first using minimum of two men.
b. Use board of length to give minimum number of joints.
c. On walls over 108 inches high and on ceilings, apply board perpendicular to support.
d. Stagger end joints. End and edge joints of board applied on ceilings shall occur
over framing members or be back blocked with 2x4 by blocking. End joints of board
horizontally applied on walls shall occur over framing members. Edge joints of
board vertically applied on walls shall occur over framing members.
e. Butt edges in moderate contact. Do not force in place. Shim to level.
f. Leave facings true with joint, finishing flush. Vertical work shall be plumb and ceiling
surfaces level.
g. Scribe work closely. Keep joints as far from openings as possible. If joints occur
near an opening, apply board so vertical joints are centered over openings. No
vertical joints shall occur within 8 inches 200 mm of external corners or openings.
h. Install board tight against support with joints even and true. Tighten loose screws.
i. Calk perimeter joints in sound insulated rooms with specified acoustical sealant.
3. Double Layer Application:
a. Apply base layer as specified for single layer application, except edge joints need
not occur over framing members or be back blocked.
b. Apply face layer with joints staggered in relationship to base and occurring over
supports. Use combination of adhesive and screws if required to meet
Manufacturer's specifications for fire-rated assembly. Apply screws attaching face
layer through base layer into support for specified penetration.
4. Fastening:
a. Apply from center of board towards ends and edges.
b. Apply screws 3/8 inch minimum from ends and edges, one inch maximum from
edges, and 1/2 inch maximum from ends.
c. Spacing:
1) Ends: Screws not over 7 inches on center at edges where blocking or framing
occurs.
2) Metal Framed Walls: Screws 12 inches on center in panel field.
d. Set screw heads 1/32 inch below plane of board, but do not break face paper. If
face is accidentally broken, apply additional screw 2 inches away.
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Gypsum Board 6 Section 09 2913
e. Screws on adjacent ends or edges shall be opposite each other.
f. Drive screws with shank perpendicular to face of board.
5. Trim:
a. Corner Beads:
1) Attach corner beads to outside corners.
a) Attach metal corner bead with staples spaced 4 inches on center
maximum and flat taped over edges of corner bead. Also, apply screw
through edge of corner bead where wood trim will overlay corner bead.
b) Set paper-faced trim in solid bed of taping compound.
b. Edge Trim: Apply where gypsum board abuts dissimilar material in accordance with
Manufacturer's instructions. Hold channel and 'L' trim back from exterior metal
window and metal door frames 1/8 inch 3 mm to allow for calking.
6. Finishing:
a. General:
1) Tape and finish joints and corners throughout building as specified below to
correspond with final finish material to be applied to gypsum board. When
sanding, do not raise nap of gypsum board face paper or paper-faced trim.
2) First Coat:
a) Apply tape over center of joint in complete, uniform bed of specified taping
compound and wipe with a joint knife leaving a thin coatin g of joint
compound. If metal corner bead is used, apply reinforcing tape over
flange of metal corner bead and trim so half of tape width is on flange and
half is on gypsum board.
b) Completely fill gouges, dents, and fastener dimples.
c) Allow to dry and sand lightly if necessary to eliminate high spots or
excessive compound.
3) Second Coat:
a) Apply coat of specified joint compound over embedded tape extending 3-
1/2 inches on both sides of joint center. Use finishing compound only if
applied coat is intended as final coat.
b) Re-coat gouges, dents, and fastener dimples.
c) Allow to dry and sand lightly to eliminate high spots or excessive
compound.
4) Third Coat: Apply same as second coat except extend application 6 inches on
both sides of joint center. Allow to dry and sand with fine sandpaper or wipe
with damp sponge.
5) Fourth Coat: Apply same as second coat except extend application 9 inches
on both sides of joint center. Allow to dry and sand with fine sandpaper or wipe
with damp sponge.
b. Finishing Levels:
1) Gypsum Board Surfaces to Receive Vinyl Wall Covering:
a) GA-214-96 Level Four: 'Joints and interior angles shall have tape
embedded in joint compound and two separate coats of joint compound
applied over flat joints and one separate coat of joint compound applied
over interior angles. Cover fastener heads, and accessories with three
separate coats of joint compound. Joint compound shall be smooth and
free of tool marks and ridges. Coat prepared surface with specified primer
/ surfacer.'
2) Painted, Untextured Gypsum Board Surfaces:
a) GA-214-96 Level Five and better: 'Joints and interior angles shall have
tape embedded in joint compound and two separate coats of joint
compound applied over flat joints and one separate coat of joint compound
applied over interior angles. Cover fastener heads, and accessories with
three separate coats of joint compound. Apply a thin skim coat of finishing
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Gypsum Board 7 Section 09 2913
compound to entire surface. Surface shall be smooth and free of tool
marks and ridges. Coat prepared surface with specified primer / surfacer.'
3) Provide additional skim coats as required by Owner to satisfy requirements of
the finish surface to achieve the desired smoothness.
3.2 FIELD QUALITY CONTROL
A. Non-Conforming Work:
1. Remove and replace panels that are wet, moisture damaged, and mold damaged.
a. Indications that panels are wet or moisture damaged include, but are not limited to,
discoloration, sagging, or irregular shape.
b. Indications that panels are mold damaged include, but are not limited to, fuzzy or
splotchy surface contamination and discoloration.
3.3 CLEANING
A. Remove from site debris resulting from work of this Section including taping compound spills.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Gypsum Board 8 Section 09 2913
BLANK PAGE
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Tile Setting Materials And Accessories 1 Section 09 3005
SECTION 09 3005 - TILE SETTING MATERIALS AND ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of tile setting materials and accessories furnished and installed under other
Sections.
B. Related Sections:
1. Section 09 2913 - Gypsum Board System.
1.2 REFERENCES
A. American National Standards Institute: - Standards for the Installation of Ceramic Tile
1. ANSI A108.01 – 2010 [Revised] ‘General Requirements: Subsurfaces and Preparations
by Other Trades’
2. ANSI A108.02 – 2010 [Revised] ‘General Requirements: Materials, Environmental, and
Workmanship’
3. ANSI A108.1A / A108.1B [Reaffirmed in 2005 and 2010] ‘Installation of Ceramic Tile on a
Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex-Portland Cement
Mortar’
4. ANSI A108.5 [Reaffirmed 2005 and 2010] ‘Installation of Ceramic Tile with Dry-Set
Portland Cement Mortar or Latex-Portland Cement Mortar
5. ANSI A108.6 2009 [Revised] ‘Installation of Ceramic Tile with Water Cleanable Tile
Setting and Grouting Epoxy’
6. ANSI A108.9 [Reaffirmed 2005 and 2010] ‘Installation of Ceramic Tile with Modified
Epoxy Emulsion Mortar/Grout’
7. ANSI A108.10 [Reaffirmed 2005 and 2010] ‘Installation of Grout in Tilework’
8. ANSI A108.13 [Reaffirmed 2010] ‘Installation of Load Bearing, Bonded, Waterproof
Membranes for Thin-Set Ceramic Tile and Dimension Stone’
9. ANSI A108.17 [Reaffirmed 2010] ‘Installation of Crack Isolation Membranes for Thin -set
Ceramic Tile and Dimension Stone’
10. ANSI A118.1- 2010 [Revised], ‘Specifications for Dry-Set Portland Cement Mortar.’
11. ANSI A118.4- 2010 [Revised], ‘Specifications for Latex-Portland Cement Mortar.’
12. ANSI A118.3 – 2009 [Revised} ‘Specifications for Chemical Resistant, Water Cleanable
Tile- Setting and Grouting Epoxy and Water Cleanable Tile-Setting Epoxy Adhesive’
13. ANSI A118.6 – 2010 [Revised] ‘Specifications for Standard Cement Grouts for Tile
Installation’ (Sanded and Non-Sanded Materials)
14. ANSI A118.7 – 2010 [Revised] ‘Specifications for High-Performance Cement Grouts for
Tile Installation’
15. ANSI A118.10 – October 2008 [Revised] ‘Specifications for Load Bearing, Bonded,
Waterproof Membranes for Thin-set Ceramic Tile and Dimension Stone Installation’
16. ANSI A118.12- October 2008 [Revised], ‘Specifications for Crack Isolation Membranes
for Thin-set Ceramic Tile and Dimension Stone Installations.’
17. ANSI A118.13 – 2010 [New] ‘Specifications for Bonded Sound Reduction Membranes for
Thin-Set Ceramic Tile Installation’
B. Tile Council of North America – Handbook for Ceramic, Glass, and Stone Tile Installation –
2017 edition.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Tile Setting Materials And Accessories 2 Section 09 3005
C. American Society For Testing And Materials:
1. ASTM A 185-02, 'Standard Specification for Steel Welded Wire Fabric, Plain, for
Concrete Reinforcement.'
2. ASTM C 144-03, 'Standard Specification for Aggregate for Masonry Mortar.'
3. ASTM C 150-04, 'Standard Specification for Portland Cement.'
4. ASTM C 206-03, 'Standard Specification for Finishing Hydrated Lime.'
5. ASTM C 207-01, 'Standard Specification for Hydrated Lime for Masonry Purposes.'
6. ASTM C 847-95 (2000), 'Standard Specification for Metal Lath.'
7. ASTM C 920, ‘Standard Specification for Elastomeric Joint Sealants.’
8. ASTM C 1178-01, 'Standard Specification for Glass Mat Water-Resistant Gypsum
Backing Panel.'
1.3 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store packaged materials in their original unopened containers with labels intact
until time of use. Store and handle materials in a manner to prevent damage or contamination
by water, freezing, or foreign matter.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Standard Dry-Set Mortar (Thinset): ANSI A118.1.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
a. Custom Building Products
b. Laticrete Supercap, LLC
c. Mapei Corporation
B. Joint Sealants:
1. Standard color, as selected by Architect or as indicated on drawings, to closely match
grout joints as selected by Architect.
2. Approved Products
a. 100% Silicone Commercial Sealant b y Custom Building Products
b. Tub, Tile, and Ceramic Silicone Sealant by Dow Corning.
c. Sanitary 1700 by General Electric.
d. Latisil Sealant by Laticrete.
e. Pro-Select Kitchen and Bath Silicone Sealant by Sherwin Williams.
C. Stone Thresholds:
1. Texture and color variation shall be within limits established by Architect's approved
sample.
2. Free of defects that would materially impair strength, durability, and appearance.
3. Finish: 80 grit exterior hone.
4. Stone as indicated on finish schedule, one piece, length of the door opening width.
Cross-section to meet handicap accessibility requirements.
D. Penetrating Sealer:
1. Approved Products
a. 511 Impregnator by Miracle Sealants.
b. Sealer's Choice Gold by Aqua Mix.
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Tile Setting Materials And Accessories 3 Section 09 3005
2.2 MANUFACTURERS
A. Contact Information:
1. Aqua Mix Inc, Santa Fe Springs, CA www.aquamix.com.
2. Bonsal American, Charlotte, NC (800) www.bonsal.com.
3. Bostik Construction Products, Middleton, MA www.bostik-us.com.
4. C-Cure Chemical Co Inc, Houston, TX www.c-cure.com.
5. ColorFast Industries Inc, Colton, CA www.colorfastind.com.
6. Custom Building Products, Seal Beach, CA www.custombuildingproducts.com. John
Gallup – johng@cbpmail.net – 206-718-6024
7. DalTile - Dallas Ceramics, Dallas, TX www.daltile.com.
8. Dow Corning Corp, Midland, MI www.dowcorning.com.
9. G E Silicone Products, Waterford, NY www.gesilicones.com .
10. Georgia Pacific Gypsum Corp, Atlanta, GA www.gp.com.
11. Laticrete International Inc, Bethany, CT www.laticrete.com.
12. Mapei, Deerfield Beach, FL www.mapei.com.
13. Mer-Krete Systems, Torrance, CA www.merkote.com.
14. Miracle Sealants Co, Arcadia, CA www.miraclesealants.com.
15. NAC - National Applied Construction Products, Akron, OH www.nac-anti-fracture.com.
16. The Noble Company, Grand Haven, MI www.noblecompany.com .
17. Schluter Systems LP, Plattsburgh, NY www.schluter.com.
18. Sherwin-Williams, Cleveland, OH www.sherwin-williams.com.
19. Summitville Labs, Summitville, OH www.summitville.com.
20. TEC Inc, Palatine, IL www.tecspecialty.com.
2.3 MIXES
A. Setting Beds:
Portland Cement Dry Sand Damp Sand Hydrated Lime*
Floor Mix One Part 5 Parts 4 Part 1/10 Part
Wall Mix One Part - - 5-1/2 to 7 Parts 1/2 Part
* Optional
PART 3 - EXECUTION: Not Used
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Tile Setting Materials And Accessories 4 Section 09 3005
BLANK PAGE
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Stone Tiling and Slabs 1 Section 09 3033
SECTION 09 3033 - STONE TILING and SLABS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install stone floor tiles and wall tiles as described in Contract Documents,
including setting materials and accessories.
2. Furnish and install stone thresholds.
3. Furnish and install stone base.
B. Related Work:
1. Section 06 4001: Architectural Woodwork.
2. Section 07 9213: Quality of sealants, submittal and installation requirements
3. Section 09 3005: Tile Setting Materials and Accessories.
1.2 REFERENCES
A. American Society of Testing and Materials:
1. ASTM C 503-03, ‘Standard Specification for Marble Dimension Stone (Exterior).’
2. ASTM C 615-03, ‘Standard Specification for Dimension Stone.’
1.3 SUBMITTALS
A. Product Data:
1. Manufacturer's literature for each component of system.
2. Cleaning and maintenance instructions.
3. Color and type selections.
B. Samples:
1. Provide (3) samples of stone to indicate full range of color.
a. Samples submitted shall match the existing stone from the Temple and as indicated
in the Construction Documents.
2. Samples shall fairly represent stone to be used and be clearly labeled with name group
classification and name of subcontractor and fabricator.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Acceptance At Site:
1. Inspect each piece of stone delivered to site to ensure stone is specified size, clean, stain
free, and whole without cracks, chips, or mars of any kind. Damage, dirt, stains, or
irregularities shall be sufficient reason for rejection.
B. Storage:
1. Store and handle stone and related materials to prevent deterioration or damage due to
moisture, temperature changes, contaminants, corrosion, breakage, chipping, or other
causes.
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Stone Tiling and Slabs 2 Section 09 3033
a. Store stone in original shipping packaging.
b. Protect stored stone from weather with waterproof, non-staining covers or
enclosures, but allow air to circulate around stones.
1.5 MAINTENANCE
A. Extra Materials: Provide sufficient excess of each major material, and accent materials to
avoid construction delays due to normal breakage or defect rates reasonably expected for this
work.
1.6 QUALITY ASSURANCE
A. Installation shall be performed by personnel that have minimum five years experience
installing stone applications of comparable quality with ability to install work to meet standards.
B. Firms with no less than five years of experience similar to this project, whose qualifications
indicate the ability to comply with requirements of this Section.
1. Firm must have had at least one project in the past five years where the value of the stone
work was within 20 percent of the cost of tile work for this project.
PART 2 - PRODUCTS
2.1 MATERIALS
A. General:
1. Texture and color variation shall be within limits established by Architect's approved
sample.
2. Free of defects that would materially impair strength, durability, and appearance.
3. It is anticipated that field sorting will be required to provide the anticipated level of
consistency in coloration and veining in the final installation. Allow for 10% additional
material, beyond sub-contractor additional material for waste, for
Owner/Architect/Contractor field rejection. Field rejection to be done at time of layout of
tile/stone in final location, prior to mortar or bonded application.
4. Stone products used in the design which have been approved by the Owner are
designated on the Drawings including information about the supply sources used. Stone
products must match exactly the products indicated in the Drawings. Substitutions will
only be considered prior to bid. Substitution requests accompanied by proposed samples
must be submitted one week prior to bid for consideration. No approvals will be given
based on product name designations only. Contractor shall be responsible for any
additional costs after the bid opening relative to changing specified stones that were not
pre-approved.
B. Marble:
1. Meet requirements of ASTM C 503 with following exceptions:
a. Absorption: 0.1 maximum.
b. Compressive Strength: 9000 minimum
2. Finishes: Polished, and as indicated on Finish Schedules
3. Approved Products: Refer to Finish Schedule on Drawings.
2.2 FABRICATIONS
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Stone Tiling and Slabs 3 Section 09 3033
A. Thresholds: Fabricate stone thresholds to match profiles indicated.
1. Select material for stone thresholds to match exactly the stone used for plinths at door
casings and stone base in the same area.
B. Edge Treatment: Fabricate cubic and tile with micro bevel at edges. Provide eased edges
where floor tile transitions in height or to another material.
PART 3 - EXECUTION
3.1 INSPECTION
A. Before commencing stone installation work, inspect surfaces to receive stone and notify
Architect in writing of defects or conditions that will prevent satisfactory installation.
B. Do not proceed with installation work until conditions are satisfactory.
1. Sub-floor Surfaces: 1/8 inch in 10 feet from required plane.
2. Plane of Vertical Surfaces: 1/8 inch in 8 feet from required plane.
3. Plumb and true with square corners.
4. Shim counters as necessary for plumb, and level installation.
3.2 PREPARATION
A. Grounds, anchors, plugs, hangers, door frames, electrical, mecha nical, and other work in or
behind stone shall be installed before stone installation is started.
3.3 INSTALLATION
A. Center and balance areas of stone tiles, if possible. Run veining of stone wall tile vertically.
Run veining of stone floor tile with long dimension of room unless directed otherwise.
B. Stone floor installation assemblies to be as indicated in the Drawings and Section 09 3005 Tile
Setting Materials and Accessories.
C. Grout Joints. Color as selected by Architect from manufacturer’s full range. Width to match
joints in similar areas of the finished building.
3.4 CLEANING
A. Immediately after installation of stone tile, clean with water and mild detergent to remove dirt
and grit. Leave stone surfaces clean.
3.5 PROTECTION
A. Apply protective covering to flooring to protect surface from construction and traffic of other
trades.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Stone Tiling and Slabs 4 Section 09 3033
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Vinyl-Coated Fabric Wall Covering 1 Section 097200
SECTION 09722 - VINYL-COATED FABRIC WALL COVERINGS
PART 1 GENERAL
1.1 SUMMARY
A. Includes But Not Limited To
1. Furnish and install vinyl-coated fabric wall coverings as described in Contract Documents.
1.2 SUBMITTALS
A. Samples
1. Submit one 12 inch by 12 inch sample of each type of vinyl covering required for the project
that adequately illustrates color, texture, and pattern. This sample shall be a cutting from the
actual proposed dye lot proposed for the project. Sample must match existing product
previously used in the Temple.
1.3 QUALITY ASSURANCE
A. Installer Qualifications - Work shall be by applicator who shall have satisfactorily completed at
least one project of comparable quality and scope within two years prior to bidding and be
approved by Architect.
B. Regulatory Requirements
1. Vinyl wall covering -
a. Meet or exceed Fed Spec CCC-W -408A Type 111, Class 1.
b. Flame spread shall be Class A.
2. Marking - As specified in Fed Spec PPP-P-51
1.4 MAINTENANCE
A. Extra Materials
1. When ordering wall coverings, order, for future use, additional 10 percent of each type,
colors, and patterns of wall coverings required to complete installation.
2. Additional wall coverings will be of same runs as wall coverings used for installation.
3. Leave additional wall covering in location as directed by Project Manager.
PART 2 PRODUCTS
2.1 MATERIALS
A. Decorative Wall Covering
1 . Type D-C -
a. Manufacturer - WOLF GORDON
1) Pattern - Illustration Shell - G 4395154
2) Color – Must match existing wall covering
C. Adhesives
1. Fungus resistant types
2. Acceptable Products -
a. Columbus Coated Fabrics Div, Borden Chemical, Columbus, OH (800) 521-5250
1) General Surfaces - FC-100
2) Edges of Wall Covering - FC-300
b. Wall Vinyl Manufacturer's recommended equal.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Vinyl-Coated Fabric Wall Covering 2 Section 097200
PART 3 EXECUTION
3.1 APPLICATION
A. Apply wall covering with specified adhesives in accordance with Manufacturer's printed
instructions and as specified below.
1. Prime surfaces with material recommended by Wall Covering Manufacturer.
2. Seams shall be table cut and butted. Double cutting is not permitted.
3. Vinyl material with plain patterns shall be reversed on succeeding strips to avoid shading.
a. Install material in roll sequence as delivered and received from the vinyl manufacturer.
b. To insure matches at ends of rolls, after making cuts of a sequenced roll, install material
from last piece cut to first piece cut.
4. Side match materials with patterns.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Painting And Coating Requirements 1 Section 09 9001
SECTION 09 9001 - COMMON PAINTING AND COATING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Common procedures and requirements for field-applied painting and coating.
B. Related Sections:
1. Section 09 2913: Priming of gypsum board.
1.2 REFERENCES
A. Master Painters Institute:
1. MPI(a), 'Architectural Painting Specification Manual' current version at time of bid.
1.3 DEFINITIONS
A. Gloss Levels:
1. Specified paint gloss level shall be defined as sheen rating of applied paint, in accordance with following
terms and values, unless specified otherwise for a specific paint system.
Gloss Level ‘1’ Traditional matte finish -
flat
0 to 5 units at 60 degrees to 10 units
maximum at 85 degrees.
Gloss Level ‘2’ High side sheen flat -
'velvet-like' finish
10 units maximum at 60 degrees and 10
to 35 units at 85 degrees.
Gloss Level ‘3’ Traditional 'eggshell-like
finish
10 to 25 units at 60 degrees and 10 to 35
units at 85 degrees.
Gloss Level ‘4’ 'Satin-like' finish 20 to 35 units at 60 degrees and 35 units
minimum at 85 degrees.
Gloss Level ‘5’ Traditional semi-gloss 35 to 70 units at 60 degrees.
Gloss Level ‘6’ Traditional gloss 70 to 85 units at 60 degrees.
Gloss Level ‘7’ High gloss More than 85 units at 60 degrees.
B. Properly Painted Surface: Surface that is uniform in appearance, color, and sheen and free of foreign
material, lumps, skins, runs, sags, holidays, misses, strike-through, fish eyes, orange peel, streaking and
insufficient coverage. Surface free of drips, spatters, spills, and overspray caused by Pa int Applicator.
Compliance will be determined when viewed without magnification at a distance of 2 feet minimum under
normal lighting conditions and from normal viewing position (MPI(a), PDCA P1.92).
C. Damage Caused By Others: Damage caused by individuals other than those under direct control of Painting
Applicator (MPI(a), PDCA P1.92).
D. Latent Damage: Damage or conditions beyond control of Painting Applicator caused by conditions not
apparent at time of initial painting or coating work.
1.4 SUBMITTALS
A. Product Data:
1. Include following information for each painting system, arranged in same order as in Project Manual.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Painting And Coating Requirements 2 Section 09 9001
a. Manufacturer's cut sheet for each component of system indicating ingredients and percentages by
weight and by volume, environmental restrictions for application, and film thicknesses and spread
rates.
b. Copies of appropriate entries from MPI Approved Product List. Products from MPI Approved
Product List is mandatory for Section 099123. If proposed manufacturer has products listed for
these three Sections, but not for other Sections, Architect may approve products submitted by
proposed manufacturer for other Sections.
c. Manufacturer's substrate preparation instructions and application instruction for each painting system
used on Project.
d. Confirmation of colors selected and that each area to be painted or coated has color selected for it.
2. Provide two copies of Product Data submission, one copy to be kept on Project site and second copy to
be included in Operations And Maintenance Manual.
B. Samples: Provide two 4 inch by 6 inch minimum draw-down cards for each paint or coating color selected for
this Project.
1.5 QUALITY ASSURANCE
A. Regulatory Requirements: Paint and painting materials shall be free of lead and mercury, and have VOC
levels acceptable to local jurisdiction.
B. Field Samples:
1. Before application of any paint system, meet on Project site with Architect, Owner's representative, and
Manufacturer's representative. Architect may select one surface for application of each paint system
specified. This process will include establishing acceptable substrate conditions required for Project
before application of paints and coatings.
2. Apply paint systems to surfaces indicated by Architect following procedures outlined in Contract
Documents and Product Data submission specified above.
3. After approval of samples, proceed with application of paint system throughout Project. Approved
samples will serve as standard of acceptability.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver specified products in sealed, original containers with Manufacturer's original labels intact on each
container. Deliver amount of materials necessary to meet Project requirements in single shipment. Notify
Architect two working days before delivery of paint.
B. Store materials in single place.
C. Keep storage area clean and rectify any damage to area at completion of work of this Section. Maintain
storage area at 55 deg F minimum.
1.7 PROJECT CONDITIONS
A. Project Environmental Conditions:
1. Perform painting operations at temperature and humidity conditions recommended by Manufacturer for
each operation and for each product.
2. Apply painting systems at lighting level of 540 Lux (50 foot candles) minimum on surfaces to be painted.
Inspection of painting work shall take place under same lighting conditions as application. If painting and
coating work is applied under temporary lighting, deficiencies discovered upon installation of permanent
lighting will be considered latent damage as defined in MPI Manual, PDCA P1-92
1.8 SCHEDULING
A. Coordinate with other trades for materials and systems that require painting before installation.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Painting And Coating Requirements 3 Section 09 9001
B. Schedule painting and coating work to begin when work upon which painting and coating work is dependent
has been completed. Schedule installation of pre-finished and non-painted items, which are to be installed on
painted surfaces, after application of final finishes.
1.9 MAINTENANCE
A. Extra Materials:
1. Provide painting materials in Manufacturer's original containers and with original labels in each color
used. Label each can with color name, mixture instructions, date, and anticipated shelf life.
2. Provide one gallon of each finish coat and one quart of each primer and of each undercoat in each color
used.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Materials used for any painting system shall be from single manufacturer unless approved otherwise in writing
by painting system manufacturer. Include such approvals in Product Data submittal.
B. Linseed oil, shellac, turpentine, and other painting materials shall be pure, be compatible with other coating
materials, bear identifying labels on containers, and be of highest quality of an approved manufacturer listed in
MPI manuals. Tinting color shall be best grade of type recommended by Manufacturer of paint or stain used
on Project.
PART 3 - EXECUTION
3.1 APPROVED APPLICATORS
A. Approved painting company shall be pre-approved in accordance with Supplementary Conditions and included
in Construction Documents by Addendum.
B. Applicator shall have experience in application of specified products for five years minimum and be acceptable
to Architect, Owner, and Paint Manufacturer.
3.2 EXAMINATION
A. Instructions to applicator to begin painting and coating work will indicate that substrates to receive painting and
coating materials have been previously inspected as part of work of other Sections and are complete and
ready for application of painting and coatin g systems as specified in those Sections.
B. Before beginning work of this Section, examine, and test surfaces to be painted or coated for adhesion of
painting and coating systems. Report in writing to Architect of conditions that will adversely affect adhes ion of
painting and coating work. Do not apply painting and coating systems until party responsible for adverse
condition has corrected adverse condition.
C. Report defects in substrates that become apparent after application of primer or first finish coat t o Architect in
writing and do not proceed with further work on defective substrate until such defects are corrected by party
responsible for defect.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Painting And Coating Requirements 4 Section 09 9001
3.3 PREPARATION
A. Protection:
1. Remove rags and waste used in painting operations from building each night. Take every precaution to
avoid danger of fire.
2. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or paint surfaces
not intended to be painted. These items will not be spelled out in detail but pay special attention to the
following:
a. Do not paint finish copper, bronze, chromium plate, nickel, stainless steel, anodized aluminum, or
monel metal except as explicitly specified.
b. Keep cones of ceiling speakers completely free of paint. In all cases where painting of metal
speaker grilles is required, paint without grilles mounted to speakers and without grilles on ceiling.
B. Surface Preparation:
1. Prepare surfaces in accordance with MPI requirements and requirements of Manufacturer for each
painting system specified, unless instructed differently in Contract Documents. Bring conflicts to attention
of Architect in writing.
2. Fill minor holes and cracks in wood surfaces to receive paint or stain.
3. Surfaces to be painted shall be clean and free of loose dirt. Clean and dust surfaces befor e painting or
finishing.
4. Do no exterior painting while surface is damp, unless recommended by Manufacturer, nor during rainy or
frosty weather. Interior surfaces shall be dry before painting. Moisture content of materials to be painted
shall be within tolerances acceptable to Paint Manufacturer.
5. Sand woodwork smooth in direction of grain leaving no sanding marks. Clean surfaces before
proceeding with stain or first coat application.
3.4 APPLICATION
A. Paint or finish complete all surfaces to be painted or coate d as described in Contract Documents, including but
not limited to following items.
1. Finish casework and wood trims that are specified to be installed under Section 062001 and that are not
called out to be factory- or shop-finished. Back prime wood elements to be installed against concrete or
masonry or that may be subjected to moisture.
B. Apply sealant in gaps 3/16 inch and smaller between two substrates that are both to be painted or coated.
Sealants in other gaps furnished and installed under Section 079213.
C. In multiple coat paint work, tint each succeeding coat with slightly lighter color, but approximating shade of
final coat, so it is possible to check application of specified number of coats. Tint final coat to required color.
D. Spread materials smoothly and evenly. Apply coats to not less than wet and dry film thicknesses and at
spreading rates for specified products as recommended by Manufacturer.
E. Touch up suction spots after application of first finish coat.
F. Paint shall be thoroughly dry and surfaces clean before applying succeeding coats.
G. Use fine sandpaper between coats as necessary to produce even, smooth surfaces.
H. Make edges of paint adjoining other materials or colors clean, sharp, and without overlapping.
I. Finished work shall be a 'Properly Painted Surface' as defined in this Section.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Painting And Coating Requirements 5 Section 09 9001
3.5 ADJUSTMENT
A. Correct deficiencies in workmanship as required to leave surfaces in conformance with 'Properly Painted
Surface,' as defined in this Section. Correction of 'Latent Damage' and 'Damage Caused By Others,' as
defined in this Section, is not included in work of this Section.
3.6 CLEANING
A. As work proceeds and upon completion of work of any painting Section, remove paint spots from floors, walls ,
glass, or other surfaces and leave work clean, orderly, and in acceptable condition. Remove debris caused by
work of paint Sections from premises.
3.7 PAINT COLOR SCHEDULE
A. Color Levels:
1. Color Level II:
a. Number and placement of interior and exterior paint colors and gloss levels shall be as defined by
Color Level II from MPI Manual, PDCA P3-93 as modified in following paragraph.
b. No more than one paint color or gloss level will be selected for same substrate within designated
interior rooms or exterior areas.
2. Color Level III:
a. Number and placement of interior and exterior paint colors and gloss levels shall be Color Level III
from MPI Manual, PDCA P3-93 as modified in following paragraph.
b. Several paint colors or gloss levels will be selected for same substrate within designated interior
rooms or exterior areas.
B. Colors:
1. Interior: See finish schedules in the drawings.
C. Gloss Level:
1. Match gloss level of adjacent walls within the room .
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Common Painting And Coating Requirements 6 Section 09 9001
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Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Painted Gypsum Board 1 Section 09 9123
SECTION 09 9123 - INTERIOR PAINTED GYPSUM BOARD
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Preparing, priming, and finish painting new interior gypsum board surfaces as described
in Contract Documents.
B. Related Sections:
1. Section 09 2913: Priming new interior gypsum board surfaces to receive sheet wall
covering system and texturing.
2. Section 09 9001: Common Painting Requirements.
1.2 SYSTEM DESCRIPTION
A. New Surfaces:
1. Use MPI(a) INT 9.2F Waterborne Epoxy Finish system.
2. Use MPI(a) INT 9.2B Latex Finish system.
B. Finish Requirements: MPI Premium Grade finish requirements.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Approved Products: Products listed in edition of MPI Approved Product List current at time of
bidding and later are approved, providing they meet VOC requirements in force where Project
is located.
B. Primers
1. Under Sheet Wall Coverings:
a. Product specifically designed to make drywall strippable under any adhesive and be
self-sizing.
1) MPI Product: MPI 50.
2) Wm Zinsser Co: Shieldz Universal Pre-Wallcovering Primer.
3) Sherwin-Williams: PrepRite Pre-Wallcovering Primer, B28W980.
4) Equal product meeting specified requirements as recommended by Wall
Covering Manufacturer and approved by Architect before application.
2. All Other, except gypsum wallboard surfaces to receive Finish Levels 4 and 5: MPI
Product 50.
C. Finish Coats:
1. Gloss / Sheen Required: Satin, must match gloss / sheen of adjacent walls in room .
2. MPI Product 141.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Painted Gypsum Board 2 Section 09 9123
PART 3 - EXECUTION
3.1 APPLICATION
A. General: See appropriate paragraphs of Section 09 9001.
B. Interface With Other Work: Coordinate with sheet wall covering installers regarding suitability
of primer.
C. Primer:
1. On surfaces designated on Drawings to receive sheet wall covering, app ly one coat of
specified primer.
2. Apply primer to be covered with other paint coats with roller only, or with spray gun and
back-rolled.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Painted Wood 1 Section 09 9125
SECTION 09 9125 - INTERIOR PAINTED WOOD
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Preparing and painting interior wood as described in Contract Documents.
B. Related Sections:
1. Section 06 4001: Priming of Architectural Woodwork indicated for painted finish.
2. Section 06 4831: Finishing of doors with Applied Moldings.
3. Section 09 9001: General Painting and Coating Requirements.
1.2 SCHEDULING
A. Coordination
1. Coordinate color of standing and running trim and doors with Architectural cabinets to be
plant finished to be certain colors and finishes match.
2. Order paint in sufficient supply to complete project, including extra material, to exactly
match sample supplied under Section 06 4001 in finish and color.
1.3 MAINTENANCE
A. Extra Materials
1. Provide for touch up and Owner’s future use 2 gallons specified oil base alkyd enamel in
exact color to match architectural wood work and doors.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Gloss / Sheen Level Required: Gloss level must match level of existing doors and trim .
B. Approved Products.
1. Architectural Woodwork:
a. Oil-base Alkyd Enamel compatible with preparatory factory-finish on Architectural
Woodwork.
1) Benjamin Moore: One Coat Alkyd Dulamel (207).
2) ICI Dulux Paints: One Coat Interior Alkyd Semi-Gloss product #1516-XXXX.
3) Pittsburgh Paints: One Coat Wallhide Alkyd Semi-Gloss Enamel 27 Line.
4) Pratt & Lambert: One Coat Cellu-Tone Alkyd Satin Enamel.
5) Sherwin-Williams: One Coat Classic 99 Semi-Gloss, A40 Series.
2. Doors:
a. Oil base Alkyd Enamel.
1) Benjamin Moore: Two Coats Alkyd Dulamel (207).
2) ICI Dulux Paints: Two Coats Interior Alkyd Semi-Gloss product #1516-XXXX.
3) Pittsburgh Paints: Two Coats Wallhide Alkyd Semi-Gloss Enamel 27 Line.
4) Pratt & Lambert: Two Coats Cellu-Tone Alkyd Satin Enamel.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Interior Painted Wood 2 Section 09 9125
5) Sherwin-Williams: Two Coats Classic 99, A40 Series.
PART 3 - EXECUTION
3.1 APPLICATION
A. General: See appropriate paragraphs of Section 09 9001.
B. Raw Wood Surfaces
1. Where back-priming is required, apply one coat of first coat material.
2. Spot prime nail holes, cracks, and blemishes before and after puttying.
3. Apply stain blocker or other product recommended by Paint Manufacturer to knots before
applying primer coat.
C. Architectural Woodwork
1. Standing and running trim and paneling will be provided by Architectural Woodwork
Fabricator primed, back-primed, and with one finish coat of conversion varnish.
2. After installation of standing and running woodwork –
a. Fill nail holes and joints with automotive patching/filler compound (Bondo) and sand
surfaces smooth.
b. Apply primer over filled and patched areas.
c. Spot fill/putty any imperfections that remain visible through primer coat.
d. Apply a first “throw away” finish coat to determine visibility of joints or other surface
imperfections which will show through the finish paint application.
e. Rework trouble areas with spot filling. Fully sand the entire surface.
f. Apply second finish coat over entire surface.
g. Fully sand and clean surfaces in preparation for final paint application.
h. Apply third finish coat over entire surface. Isolate and cover individual elements by
masking to prevent overspray from settling onto adjacent finish surfaces.
3. Make certain field-applied finishes are compatible in appearance with woodwork
fabricator applied finishes and that the sheen matches door and casework finish.
D. Doors and Casework
1. Wood doors and casework finishes will be provided by Door and Woodwork Manufacturer
with a full factory finish.
3.2 ADJUSTING
A. Seal top and bottom edges of doors cut to fit openings during installation.
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Art Glass 1 Section 12 1713
SECTION 12 1713 - ART GLASS
PART 1 - GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section
1. Decorative art glass for interior wood doors and wood framing systems.
B. Related Sections
1. Section 06 4511: Architectural Woodwork Wood Trim.
2. Section 06 4831: Custom Flush Wood Doors.
3. Section 08 8113: Quality of standard Glass Glazing.
1.2 PERFORMANCE REQUIREMENTS
A. Delegated Design: Design glass installed adjacent to walking surfaces, including
comprehensive engineering analysis by a qualified professional engineer, using performance
requirements and design criteria indicated.
1. Differential deflection of adjacent unsupported edges shall not exceed glass thickness
when subjected to 50 lbf/ft. 730 N/m applied horizontally to one panel at any point up to
42 inches 1067 mm above the adjacent walking surface.
2. Base design on thickness at thinnest part of the art glass.
1.3 SUBMITTALS
A. Action Submittals:
1. Product Data: For art glass and glazing product indicated.
2. Shop Drawings: For art glass. Show fabrication and installation details. Include the
following:
a. Size and location of penetrations.
b. Glazing method.
c. Mounting method.
d. Attachments to other work.
e. Full-size details of edge-finished profiles.
3. Art glass mockup: Mockup to be full width of sidelight by 24 inches tall. Design to match
design of Youth Center 326 sidelight art glass.
4. Delegated Design submittal: For glass indicated to comply with p erformance
requirements and design criteria, including analysis data signed and sealed by the
qualified professional engineer responsible for their preparation.
B. Information Submittals:
1. Qualification Data: For qualified fabricator.
2. Product Certificates: For type of art glass, from manufacturer.
3. Warranty: Sample of special warranty.
C. Closeout Submittals:
1. Maintenance Data: For each type of art glass to include in maintenance manuals.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Art Glass 2 Section 12 1713
1.4 QUALITY ASSURANCE
A. Installation Requirements: Workmanship shall equal recommendations of Stained Glass
Marketing Council.
B. Installer Qualifications: A qualified installer who employs glass installers for this Project who
are certified under NGA’s (National Glass Association) Certified Glass Installer Program.
C. Source Limitations for Glass: Obtain each type of art glass from a single source from single
manufacturer.
D. Source Limitations for Glazing Accessories: Obtain from single source from single
manufacturer, for each product and installation method.
E. Mockups: Build mockup to verify selections made under sample submittals and to
demonstrate aesthetic effects and set quality standards for fabrication and installation.
1. Provide mockup of the following:
a. Mockup to be full width of sidelight by 24 inches tall. Design to match design, style,
and glass selection of Youth Center 326 sidelight art glass.
F. Field Measurements: Verify actual dimensions of openings and construction contiguous with
decorative glass by field measurements before fabrication.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect art glass and glazing materials according to manufacturer’s written instructions and as
needed to prevent damage to surfaces and edges.
1.6 WARRANTY
A. Fabricators standard written ten-year warranty for materials and workmanship from date of
Substantial Completion.
PART 2 - PRODUCTS
2.1 MANUFACTURED UNITS
A. Approved Products.
1. Holdman Studios, Tom Holdman, Lehi, Utah (801) 766-4111.
2.2 FABRICATION
A. Fabricate glazing panels to be compatible with interior woodwark, specified in appropriate
Section.
B. Coordinate fabrication of art glass panel units with woodwork manufacturers.
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Art Glass 3 Section 12 1713
PART 3 - EXECUTION – NOT USED
END OF SECTION
Marriage Waiting Doors May 4, 2018 Rexburg Idaho Temple
Art Glass 4 Section 12 1713
BLANK PAGE