HomeMy WebLinkAboutSPECIFICATIONS - 19-00780 - 500 N 2nd E - DL Evans Bank180404 / DL Evans Bank -
Rexburg
00 0110 - 1 TABLE OF CONTENTS
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS
A. 00 0110 - Table of Contents
SPECIFICATIONS
2.01 DIVISION 01 -- GENERAL REQUIREMENTS
A. 01 1000 - Summary
B. 01 2000 - Price and Payment Procedures
C. 01 2100 - Allowances
D. 01 2300 - Alternates
E. 01 3000 - Administrative Requirements
F. 01 4000 - Quality Requirements
G. 01 4216 - Definitions
H. 01 5000 - Temporary Facilities and Controls
I. 01 6000 - Product Requirements
J. 01 6116 - Volatile Organic Compound (VOC) Content Restrictions
K. 01 7000 - Execution and Closeout Requirements
L. 01 7800 - Closeout Submittals
2.02 DIVISION 02 -- EXISTING CONDITIONS
A. 02 4100 - Demolition
2.03 DIVISION 03 -- CONCRETE
2.04 DIVISION 04 -- MASONRY
A. 04 2001 - Masonry Veneer
2.05 DIVISION 05 -- METALS
2.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES
A. 06 1000 - Rough Carpentry
B. 06 4100 - Architectural Wood Casework
2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A. 07 1113 - Bituminous Dampproofing
B. 07 2100 - Thermal Insulation
C. 07 2119 - Foamed-In-Place Insulation
D. 07 2400 - Exterior Insulation and Finish Systems
E. 07 2500 - Weather Barriers
F. 07 6200 - Sheet Metal Flashing and Trim
G. 07 7200 - Roof Accessories
H. 07 9005 - Joint Sealers
2.08 DIVISION 08 -- OPENINGS
A. 08 1213 - Hollow Metal Frames
B. 08 1416 - Flush Wood Doors
C. 08 4313 - Aluminum-Framed Storefronts
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00 0110 - 2 TABLE OF CONTENTS
D. 08 7100 - Door Hardware
E. 08 8000 - Glazing
2.09 DIVISION 09 -- FINISHES
A. 09 2116 - Gypsum Board Assemblies
B. 09 3000 - Tiling
C. 09 5100 - Acoustical Ceilings
D. 09 6500 - Resilient Flooring
E. 09 6813 - Tile Carpeting
F. 09 9000 - Painting and Coating
2.10 DIVISION 10 -- SPECIALTIES
A. 10 2113.16 - Plastic-Laminate-Clad Toilet Compartments
B. 10 2800 - Toilet, Bath, and Laundry Accessories
C. 10 4400 - Fire Protection Specialties
2.11 DIVISION 11 -- EQUIPMENT
A. 11 3013 - Residential Appliances
2.12 DIVISION 12 -- FURNISHINGS
A. 12 2400 - Window Shades
B. 12 3600 - Countertops
C. 12 9313 - Bicycle Racks
2.13 DIVISION 13 -- SPECIAL CONSTRUCTION
2.14 DIVISION 14 -- CONVEYING EQUIPMENT
2.15 DIVISION 21 -- FIRE SUPPRESSION
2.16 DIVISION 22 -- PLUMBING
2.17 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)
2.18 DIVISION 25 -- INTEGRATED AUTOMATION
2.19 DIVISION 26 -- ELECTRICAL
2.20 DIVISION 27 -- COMMUNICATIONS
2.21 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY
2.22 DIVISION 31 -- EARTHWORK
2.23 DIVISION 32 -- EXTERIOR IMPROVEMENTS
2.24 DIVISION 33 -- UTILITIES
2.25 DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT
END OF SECTION 00 0110
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01 1000 - 1 SUMMARY
SECTION 01 1000
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: DL Evans Bank - Rexburg
B. Owner's Name: DL Evans Bank
C. Architect's Name: erstad ARCHITECTS
D. The Project consists of the construction of an approximately 3778 gross square feet,
single-story branch bank. Site improvements include sidewalks, site furnishing, plantings and
parking improvements on the 0.637 acre site.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on a Stipulated Price as described in Document
00 5200 - Agreement Form.
1.03 WORK BY OWNER
A. Owner has awarded a contract for supply and installation of Bank Equipment and Security
Equipment as indicated in the Construction Documents.
B. Items noted NIC (Not in Contract) will be supplied and installed by Owner before Substantial
Completion. Some items include:
1. Furniture
2. Bank Equipment
3. Artwork
4. Data Cabling
1.04 OWNER OCCUPANCY
A. Owner intends to occupy the Project upon Substantial Completion.
B. Schedule the Work to accommodate Owner occupancy.
1.05 CONTRACTOR USE OF SITE AND PREMISES
A. Construction Operations: Limited to areas noted on Drawings.
B. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code open
during construction period; provide temporary exit signs if exit routes are temporarily
altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 01 1000
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01 2000 - 1 PRICE AND PAYMENT
PROCEDURES
SECTION 01 2000
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Procedures for preparation and submittal of applications for progress payments.
B. Documentation of changes in Contract Sum and Contract Time.
C. Change procedures.
D. Correlation of Contractor submittals based on changes.
E. Procedures for preparation and submittal of application for final payment.
1.02 RELATED REQUIREMENTS
A. Section 00 5000 - Contracting Forms and Supplements: Forms to be used.
1.03 SCHEDULE OF VALUES
A. Electronic media printout including equivalent information will be considered in lieu of standard
form specified; submit draft to Architect for approval.
B. Forms filled out by hand will not be accepted.
C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number
and title of the specification section. Identify site mobilization.
D. Revise schedule to list approved Change Orders, with each Application For Payment.
1.04 APPLICATIONS FOR PROGRESS PAYMENTS
A. Payment Period: Submit at intervals stipulated in the Agreement.
B. Electronic media printout including equivalent information will be considered in lieu of standard
form specified; submit sample to Architect for approval.
C. Forms filled out by hand will not be accepted.
D. Execute certification by signature of authorized officer.
E. Submit one electronic and three hard-copies of each Application for Payment.
F. Include the following with the application:
1. Transmittal letter as specified for submittals in Section 01 3000.
2. Partial release of liens from major subcontractors and vendors.
3. Affidavits attesting to off-site stored products.
1.05 MODIFICATION PROCEDURES
A. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect
will issue instructions directly to Contractor.
B. For other required changes, Architect will issue a document signed by Owner instructing
Contractor to proceed with the change, for subsequent inclusion in a Change Order.
1. The document will describe the required changes and will designate method of
determining any change in Contract Sum or Contract Time.
2. Promptly execute the change.
C. For changes for which advance pricing is desired, Architect will issue a document that includes
a detailed description of a proposed change with supplementary or revised drawings and
specifications, a change in Contract Time for executing the change with a stipulation of any
overtime work required and the period of time during which the requested price will be
considered valid. Contractor shall prepare and submit a fixed price quotation within ____ days.
D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of
the Contract.
E. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as
provided in the Conditions of the Contract.
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01 2000 - 2 PRICE AND PAYMENT
PROCEDURES
F. After execution of Change Order, promptly revise Schedule of Values and Application for
Payment forms to record each authorized Change Order as a separate line item and adjust the
Contract Sum.
1.06 APPLICATION FOR FINAL PAYMENT
A. Prepare Application for Final Payment as specified for progress payments, identifying total
adjusted Contract Sum, previous payments, and sum remaining due.
B. Application for Final Payment will not be considered until the following have been accomplished:
1. All closeout procedures specified in Section 01 7000.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 01 2000
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01 2100 - 1 ALLOWANCES
SECTION 01 2100
ALLOWANCES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Cash allowances.
B. Payment and modification procedures relating to allowances.
1.02 RELATED REQUIREMENTS
A. Section 01 2000 - Price and Payment Procedures: Additional payment and modification
procedures.
1.03 CASH ALLOWANCES
A. Architect Responsibilities:
1. Select products in consultation with Owner and transmit decision to Contractor.
B. Contractor Responsibilities:
1. On notification of which products have been selected, execute purchase agreement with
designated supplier and installer.
2. Arrange for and process shop drawings, product data, and samples. Arrange for delivery.
3. Promptly inspect products upon delivery for completeness, damage, and defects. Submit
claims for transportation damage.
C. Differences in costs will be adjusted by Change Order.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 01 2100
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01 2300 - 1 ALTERNATES
SECTION 01 2300
ALTERNATES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Description of Alternates.
B. Procedures for pricing Alternates.
1.02 ACCEPTANCE OF ALTERNATES
A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option.
Accepted Alternates will be identified in the Owner-Contractor Agreement.
B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 01 2300
180404 / DL Evans Bank -
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01 3000 - 1 ADMINISTRATIVE
REQUIREMENTS
SECTION 01 3000
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General administrative requirements.
B. Preconstruction meeting.
C. Progress meetings.
D. Construction progress schedule.
E. Progress photographs.
F. Submittals for review, information, and project closeout.
G. Number of copies of submittals.
H. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements.
B. Section 01 7800 - Closeout Submittals: Project record documents; operation and maintenance
data; warranties and bonds.
1.03 GENERAL ADMINISTRATIVE REQUIREMENTS
A. Comply with requirements of Section 01 7000 - Execution and Closeout Requirements for
coordination of execution of administrative tasks with timing of construction activities.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Architect will schedule a meeting after Notice of Award.
B. Attendance Required:
1. Owner.
2. Architect.
3. General Contractor.
C. Agenda:
1. Execution of Owner-Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
3. Distribution of Contract Documents.
4. Submission of list of subcontractors, list of products, schedule of values, and progress
schedule.
5. Procedures and processing of field decisions, submittals, substitutions, applications for
payments, proposal request, Change Orders, and Contract closeout procedures.
6. Scheduling.
D. General Contractor will record minutes and distribute copies within two days after meeting to
participants, with two copies to Architect, Owner, participants, and those affected by decisions
made.
3.02 PROGRESS MEETINGS
A. Attendance Required:
1. General Contractor.
2. Owner.
3. Architect.
4. General Contractor's superintendent.
5. Major subcontractors.
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01 3000 - 2 ADMINISTRATIVE
REQUIREMENTS
B. Agenda:
1. Review minutes of previous meetings.
2. Review of work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Maintenance of progress schedule.
7. Corrective measures to regain projected schedules.
8. Planned progress during succeeding work period.
9. Effect of proposed changes on progress schedule and coordination.
10. Other business relating to work.
C. General Contractor will record minutes and distribute copies within two days after meeting to
participants, with two copies to Architect, Owner, participants, and those affected by decisions
made.
3.03 CONSTRUCTION PROGRESS SCHEDULE
A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.
B. Within 20 days after review of preliminary schedule, submit draft of proposed complete
schedule for review.
1. Include written certification that major contractors have reviewed and accepted proposed
schedule.
C. Within 10 days after joint review, submit complete schedule.
D. Submit updated schedule with each Application for Payment.
3.04 PROGRESS PHOTOGRAPHS
A. Submit photographs with each weekly report for Owner and Architect and for each monthly
report for D.L. Evans Bank Board of Directors.
3.05 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Architect for review for the limited purpose of checking for compliance with
information given and the design concept expressed in Contract Documents.
C. Samples will be reviewed for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES
article below and for record documents purposes described in Section 01 7800 - Closeout
Submittals.
3.06 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1. Design data.
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
6. Manufacturer's field reports.
7. Other types indicated.
B. Submit for Architect's knowledge as contract administrator or for Owner.
3.07 SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Correction Punch List for Substantial Completion.
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01 3000 - 3 ADMINISTRATIVE
REQUIREMENTS
B. Submit Final Correction Punch List for Substantial Completion.
C. When the following are specified in individual sections, submit them at project closeout in
compliance with requirements of Section 01 7800 - Closeout Submittals:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Other types as indicated.
D. Submit for Owner's benefit during and after project completion.
3.08 NUMBER OF COPIES OF SUBMITTALS
A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up
file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.
B. Samples: Submit the number specified in individual specification sections; one of which will be
retained by Architect.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.09 SUBMITTAL PROCEDURES
A. General Requirements:
B. Shop Drawing Procedures:
1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting
Contract Documents and coordinating related work.
2. Generic, non-project-specific information submitted as shop drawings do not meet the
requirements for shop drawings.
C. Transmit each submittal with a copy of approved submittal form.
D. Sequentially number the transmittal form, identify each submittal by specification section.
Revise submittals with original number and a sequential alphabetic suffix.
E. Identify Project, General Contractor, Subcontractor or supplier; pertinent drawing and a detail
number, and specification section number, as appropriate on each copy.
F. Apply General Contractor's stamp, signed or initialed certifying that review, approval, verification
of Products required, field dimensions, adjacent construction Work, and coordination of
information is in accordance with the requirements of the Work and Contract Documents.
G. Schedule submittals to expedite the Project, and coordinate submission of related items.
H. For each submittal for review, allow 15 days excluding delivery time to and from the General
Contractor.
I. Identify variations from Contract Documents and Product or system limitations that may be
detrimental to successful performance of the completed Work.
J. Provide space for General Contractor and Architect review stamps.
K. When revised for resubmission, identify all changes made since previous submission.
L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to
comply with requirements.
M. Submittals not requested will not be recognized or processed.
END OF SECTION 01 3000
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01 4000 - 1 QUALITY REQUIREMENTS
SECTION 01 4000
QUALITY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Testing and inspection agencies and services.
B. Control of installation.
C. Mock-ups.
D. Manufacturers' field services.
E. Defect Assessment.
1.02 RELATED REQUIREMENTS
A. Section 01 3000 - Administrative Requirements: Submittal procedures.
B. Section 01 4216 - Definitions.
C. Section 01 6000 - Product Requirements: Requirements for material and product quality.
1.03 TESTING AND INSPECTION AGENCIES AND SERVICES
A. Owner will employ and pay for services of an independent testing agency to perform other
specified testing.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
Architect before proceeding.
D. Comply with specified standards as minimum quality for the work except where more stringent
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E. Have work performed by persons qualified to produce required and specified quality.
F. Verify that field measurements are as indicated on shop drawings or as instructed by the
manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, and disfigurement.
3.02 MOCK-UPS
A. Tests shall be performed under provisions identified in this section and identified in the
respective product specification sections.
B. Assemble and erect specified items with specified attachment and anchorage devices,
flashings, seals, and finishes.
C. Accepted mock-ups shall be a comparison standard for the remaining Work.
D. Where mock-up has been accepted by Architect and is specified in product specification
sections to be removed, protect mock-up throughout construction, remove mock-up and clear
area when directed to do so by Architect.
3.03 TESTING AND INSPECTION
A. Testing Agency Duties:
1. Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
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01 4000 - 2 QUALITY REQUIREMENTS
2. Perform specified sampling and testing of products in accordance with specified
standards.
3. Ascertain compliance of materials and mixes with requirements of Contract Documents.
4. Promptly notify Architect and Contractor of observed irregularities or non-compliance of
Work or products.
5. Perform additional tests and inspections required by Architect.
6. Submit reports of all tests/inspections specified.
B. Limits on Testing/Inspection Agency Authority:
1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.
2. Agency may not approve or accept any portion of the Work.
3. Agency may not assume any duties of Contractor.
4. Agency has no authority to stop the Work.
C. General Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials proposed to be
used that require testing, along with proposed mix designs.
2. Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers' facilities.
3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.
b. To obtain and handle samples at the site or at source of Products to be
tested/inspected.
c. To facilitate tests/inspections.
d. To provide storage and curing of test samples.
4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring
testing/inspection services.
5. Employ services of an independent qualified testing laboratory and pay for additional
samples, tests, and inspections required by Contractor beyond specified requirements.
6. Arrange with Owner's agency and pay for additional samples, tests, and inspections
required by Contractor beyond specified requirements.
D. Re-testing required because of non-compliance with specified requirements shall be performed
by the same agency on instructions by Architect.
E. Re-testing required because of non-compliance with specified requirements shall be paid for by
Contractor.
3.04 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product suppliers or
manufacturers to provide qualified staff personnel to observe site conditions, conditions of
surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and
balance equipment,and to initiate instructions when necessary.
B. Report observations and site decisions or instructions given to applicators or installers that are
supplemental or contrary to manufacturers' written instructions.
3.05 DEFECT ASSESSMENT
A. Replace Work or portions of the Work not complying with specified requirements.
B. If, in the opinion of Architect, it is not practical to remove and replace the work, Architect will
direct an appropriate remedy or adjust payment.
END OF SECTION 01 4000
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01 4216 - 1 DEFINITIONS
SECTION 01 4216
DEFINITIONS
PART 1 GENERAL
1.01 SUMMARY
A. This section supplements the definitions contained in the General Conditions.
B. Other definitions are included in individual specification sections.
1.02 DEFINITIONS
A. Furnish: To supply, deliver, unload, and inspect for damage.
B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make
ready for use.
C. Product: Material, machinery, components, equipment, fixtures, and systems forming the work
result. Not materials or equipment used for preparation, fabrication, conveying, or erection and
not incorporated into the work result. Products may be new, never before used, or re-used
materials or equipment.
D. Project Manual: The book-sized volume that includes the procurement requirements (if any),
the contracting requirements, and the specifications.
E. Provide: To furnish and install.
F. Supply: Same as Furnish.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 01 4216
180404 / DL Evans Bank -
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01 5000 - 1 TEMPORARY FACILITIES AND
CONTROLS
SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary sanitary facilities.
D. Temporary Controls: Barriers, enclosures, and fencing.
E. Security requirements.
F. Vehicular access and parking.
G. Waste removal facilities and services.
H. Field offices.
1.02 TEMPORARY UTILITIES - SEE SECTION 01 5100
A. Provide and pay for all electrical power, lighting, water, heating and cooling, and ventilation
required for construction purposes.
B. Use trigger-operated nozzles for water hoses, to avoid waste of water.
1.03 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time of project
mobilization.
B. Telecommunications services shall include:
1. Internet Connections: Minimum of one; DSL modem or faster.
1.04 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.
B. Maintain daily in clean and sanitary condition.
1.05 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas
that could be hazardous to workers or the public, to allow for owner's use of site and to protect
existing facilities and adjacent properties from damage from construction operations and
demolition.
B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.
1.06 FENCING
A. Provide 6 foot (1.8 m) high chain link fence around construction site; equip with vehicular and
pedestrian gates with locks. Provide mesh banners with custom graphics. Graphics provided by
Architect. See Section 01 2100.
1.07 SECURITY - SEE SECTION 01 3553
A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from
unauthorized entry, vandalism, or theft.
1.08 VEHICULAR ACCESS AND PARKING - SEE SECTION 01 5500
A. Coordinate access and haul routes with governing authorities and Owner.
B. Provide and maintain access to fire hydrants, free of obstructions.
C. Provide means of removing mud from vehicle wheels before entering streets.
D. Provide temporary parking areas to accommodate construction personnel. When site space is
not adequate, provide additional off-site parking.
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01 5000 - 2 TEMPORARY FACILITIES AND
CONTROLS
1.09 WASTE REMOVAL
A. See Section 01 7419 - Construction Waste Management and Disposal, for additional
requirements.
B. Provide waste removal facilities and services as required to maintain the site in clean and
orderly condition.
C. Provide containers with lids. Remove trash from site periodically.
D. If materials to be recycled or re-used on the project must be stored on-site, provide suitable
non-combustible containers; locate containers holding flammable material outside the structure
unless otherwise approved by the authorities having jurisdiction.
E. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers
with lids.
1.10 FIELD OFFICES - SEE SECTION 01 5213
A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped
with sturdy furniture, drawing rack, and drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 8-10 persons.
C. Locate offices a minimum distance of 30 feet (10 m) from existing and new structures.
1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial
Completion inspection.
B. Remove underground installations to a minimum depth of 2 feet (600 mm). Grade site as
indicated.
C. Clean and repair damage caused by installation or use of temporary work.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION 01 5000
180404 / DL Evans Bank -
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01 6000 - 1 PRODUCT REQUIREMENTS
SECTION 01 6000
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Sustainable design-related product requirements.
C. Transportation, handling, storage and protection.
D. Product option requirements.
E. Substitution limitations.
F. Procedures for Owner-supplied products.
G. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS
A. Section 01 2500 - Substitution Procedures: Substitutions made during procurement and/or
construction phases.
B. Section 01 4000 - Quality Requirements: Product quality monitoring.
C. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions: Requirements for
VOC-restricted product categories.
1.03 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to
identify applicable products, models, options, and other data. Supplement manufacturers'
standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical
characteristics, utility connection requirements, and location of utility outlets for service for
functional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the
manufacturer's standard colors, textures, and patterns.
1.04 QUALITY ASSURANCE
A. Sustainably Harvested Wood: Solid wood, wood chips, and wood fiber certified or labeled by an
organization accredited by one of the following:
1. The Forest Stewardship Council, The Principles for Natural Forest Management; for
Canada visit http://www.fsccanada.org, for the USA visit http://www.fscus.org.
2. Acceptable Evidence: Copies of invoices bearing the certifying organization's certification
numbers.
PART 2 PRODUCTS
2.01 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by Contract Documents.
B. Where other criteria are met, General Contractor shall give preference to products that:
1. If used on interior, have lower emissions, as defined in Section 01 6116.
2. If wet-applied, have lower VOC content, as defined in Section 01 6116.
3. Are extracted, harvested, and/or manufactured closer to the location of the project.
4. Result in less construction waste. See Section 01 7419
5. Have a published GreenScreen Chemical Hazard Analysis.
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01 6000 - 2 PRODUCT REQUIREMENTS
2.02 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting
those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
2.03 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in
individual specification sections.
B. Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION LIMITATIONS
A. See Section 01 2500 - Substitution Procedures.
B. Architect will consider requests for substitutions only within 15 days after date of Agreement.
C. Document each request with complete data substantiating compliance of proposed substitution
with Contract Documents.
D. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality
level of the specified product.
2. Agrees to provide the same warranty for the substitution as for the specified product.
3. Agrees to coordinate installation and make changes to other Work that may be required
for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become
apparent.
5. Agrees to reimburse Owner and Architect for review or redesign services associated with
re-approval by authorities.
E. Substitution Submittal Procedure (after contract award):
1. Submit three copies of request for substitution for consideration. Limit each request to one
proposed substitution.
2. Submit shop drawings, product data, and certified test results attesting to the proposed
product equivalence. Burden of proof is on proposer.
3. The Architect will notify General Contractor in writing of decision to accept or reject
request.
3.02 OWNER-SUPPLIED PRODUCTS
A. Owner's Responsibilities:
1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to
Contractor.
2. Arrange and pay for product delivery to site.
3. On delivery, inspect products jointly with Contractor.
4. Submit claims for transportation damage and replace damaged, defective, or deficient
items.
5. Arrange for manufacturers' warranties, inspections, and service.
B. General Contractor's Responsibilities:
1. Review Owner reviewed shop drawings, product data, and samples.
2. Receive and unload products at site; inspect for completeness or damage jointly with
Owner.
3. Handle, store, install and finish products.
4. Repair or replace items damaged after receipt.
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01 6000 - 3 PRODUCT REQUIREMENTS
3.03 TRANSPORTATION AND HANDLING
A. Package products for shipment in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B. If special precautions are required, attach instructions prominently and legibly on outside of
packaging.
C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
D. Transport and handle products in accordance with manufacturer's instructions.
E. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
F. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
G. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage, and to minimize handling.
H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.04 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication. See Section 01 7419.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weathertight, climate-controlled enclosures in an environment
favorable to product.
E. For exterior storage of fabricated products, place on sloped supports above ground.
F. Protect products from damage or deterioration due to construction operations, weather,
precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other
contaminants.
G. Comply with manufacturer's warranty conditions, if any.
H. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to
prevent condensation and degradation of products.
I. Prevent contact with material that may cause corrosion, discoloration, or staining.
J. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
K. Arrange storage of products to permit access for inspection. Periodically inspect to verify
products are undamaged and are maintained in acceptable condition.
END OF SECTION 01 6000
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01 6116 - 1 VOLATILE ORGANIC
COMPOUND (VOC) CONTENT
RESTRICTIONS
SECTION 01 6116
VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. VOC restrictions for product categories listed below under "DEFINITIONS."
B. All products of each category that are installed in the project must comply; Owner's project
goals do not allow for partial compliance.
1.02 RELATED REQUIREMENTS
A. Section 01 3000 - Administrative Requirements: Submittal procedures.
B. Section 01 4000 - Quality Requirements: Procedures for testing and certifications.
C. Section 01 6000 - Product Requirements: Fundamental product requirements, substitutions
and product options, delivery, storage, and handling.
1.03 DEFINITIONS
A. VOC-Restricted Products: All products of each of the following categories when installed or
applied on-site in the building interior:
1. Adhesives, sealants, laminate adhesives and sealer coatings.
2. Carpet tile.
3. Resilient floor coverings.
4. Paints and coatings.
5. Gypsum board.
6. Acoustical ceilings and panels.
7. Cabinet work.
8. Composite wood and agrifiber products used either alone or as part of another product.
9. Wood Doors.
B. Interior of Building: Anywhere inside the exterior weather barrier.
C. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified or
not; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives.
D. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers,
whether specified or not; including firestopping sealants and duct joint sealers.
1.04 REFERENCE STANDARDS
A. CRI (GLP) - Green Label Plus Testing Program - Certified Products; Current Edition.
B. GreenSeal GS-36 - Adhesives for Commercial Use; 2013.
C. SCAQMD 1168 - Adhesive and Sealant Applications; 1989 (Amended 2017).
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Evidence of Compliance: Submit for each different product in each applicable category.
C. Product Data: For each VOC-restricted product used in the project, submit evidence of
compliance.
1.06 QUALITY ASSURANCE
A. Testing Agency Qualifications: Independent firm specializing in performing testing and
inspections of the type specified in this section.
PART 2 PRODUCTS
2.01 MATERIALS
A. Adhesives and Joint Sealant: Provide only products having volatile organic compound (VOC)
content not greater than required by South Coast Air Quality Management District Rule No.
1168.
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01 6116 - 2 VOLATILE ORGANIC
COMPOUND (VOC) CONTENT
RESTRICTIONS
1. Evidence of Compliance: Acceptable types of evidence are:
a. Report of laboratory testing performed in accordance with requirements.
b. Published product data showing compliance with requirements.
B. Aerosol Adhesives: Provide only products having volatile organic compound (VOC) content not
greater than required by GreenSeal GS-36.
1. Evidence of Compliance: Acceptable types of evidence are:
a. Current GreenSeal Certification
b. Published product data showing compliance with requirements.
C. Paints and Coatings: Provide products having VOC content as specified in Section 09 9000.
D. Carpet Tile and Adhesive: Provide products having VOC content as specified in Section
09 6813.
E. Composite Wood and Agrifiber Products and Adhesives Used for Laminating them: Provide
products having no added urea-formaldehyde resins.
1. Evidence of Compliance: Acceptable types of evidence are:
a. Published product data showing compliance with requirements.
b. Certification by manufacturer that product complies with requirements.
PART 3 EXECUTION
3.01 FIELD QUALITY CONTROL
A. Owner reserves the right to reject non-compliant products, whether installed or not, and require
their removal and replacement with compliant products at no extra cost to Owner.
B. Additional costs to restore indoor air quality due to installation of non-compliant products will be
borne by Contractor.
END OF SECTION 01 6116
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01 7000 - 1 EXECUTION AND CLOSEOUT
REQUIREMENTS
SECTION 01 7000
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Pre-installation meetings.
C. Cutting and patching.
D. Surveying for laying out the work.
E. Cleaning and protection.
F. Demonstration and instruction of Owner personnel.
G. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.
1.02 RELATED REQUIREMENTS
A. Section 01 3000 - Administrative Requirements: Submittals procedures, Electronic document
submittal service.
B. Section 01 4000 - Quality Requirements: Testing and inspection procedures.
C. Section 01 5000 - Temporary Facilities and Controls: Temporary exterior enclosures.
D. Section 01 5100 - Temporary Utilities: Temporary heating, cooling, and ventilating facilities.
E. Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenance
data, warranties, and bonds.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey
work.
1. On request, submit documentation verifying accuracy of survey work.
2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and
locations of the work are in conformance with Contract Documents.
3. Submit surveys and survey logs for the project record.
C. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
1.04 QUALIFICATIONS
A. For surveying work, employ a land surveyor registered in the State in which the Project is
located and acceptable to Architect. Submit evidence of surveyor's Errors and Omissions
insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained
and experienced in collecting and recording accurate data relevant to ongoing construction
activities.
1.05 PROJECT CONDITIONS
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
1.06 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements,
with provisions for accommodating items installed later.
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01 7000 - 2 EXECUTION AND CLOSEOUT
REQUIREMENTS
B. Notify affected utility companies and comply with their requirements.
C. Verify that utility requirements and characteristics of new operating equipment are compatible
with building utilities. Coordinate work of various sections having interdependent responsibilities
for installing, connecting to, and placing in service, such equipment.
D. Coordinate space requirements, supports, and installation of mechanical and electrical work
that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and
conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces
efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the
construction. Coordinate locations of fixtures and outlets with finish elements.
F. Coordinate completion and clean-up of work of separate sections.
G. After Owner occupancy of premises, coordinate access to site for correction of defective work
and work not in accordance with Contract Documents, to minimize disruption of Owner's
activities.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching
and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products where
necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for substitution
described in Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.
Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of new work being
applied or attached.
C. Examine and verify specific conditions described in individual specification sections.
D. Take field measurements before confirming product orders or beginning fabrication, to minimize
waste due to over-ordering or misfabrication.
E. Verify that utility services are available, of the correct characteristics, and in the correct
locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements
subject to damage or movement during cutting and patching. After uncovering existing work,
assess conditions affecting performance of work. Beginning of cutting or patching means
acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at the site
prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the specific section.
C. Notify Architect 7 days in advance of meeting date.
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01 7000 - 3 EXECUTION AND CLOSEOUT
REQUIREMENTS
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with two
copies to Architect, Owner, participants, and those affected by decisions made.
3.04 LAYING OUT THE WORK
A. Verify locations of survey control points prior to starting work.
B. Promptly notify Architect of any discrepancies discovered.
C. Protect survey control points prior to starting site work; preserve permanent reference points
during construction.
D. Promptly report to Architect the loss or destruction of any reference point or relocation required
because of changes in grades or other reasons.
E. Replace dislocated survey control points based on original survey control. Make no changes
without prior written notice to Architect.
F. Utilize recognized engineering survey practices.
G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar
appropriate means:
1. Site improvements including pavements; stakes for grading, fill and topsoil placement;
utility locations, slopes, and invert elevations.
2. Grid or axis for structures.
3. Building foundation, column locations, ground floor elevations.
H. Periodically verify layouts by same means.
I. Maintain a complete and accurate log of control and survey work as it progresses.
3.05 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer's
instructions and recommendations, and so as to avoid waste due to necessity for replacement.
B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.
C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and
horizontal lines, unless otherwise indicated.
D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.
E. Make neat transitions between different surfaces, maintaining texture and appearance.
3.06 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove samples of installed work for testing when requested.
8. Remove and replace defective and non-conforming work.
C. Execute work by methods that avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. In existing work, minimize damage and restore to
original condition.
D. Employ original installer to perform cutting for weather exposed and moisture resistant
elements, and sight exposed surfaces.
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01 7000 - 4 EXECUTION AND CLOSEOUT
REQUIREMENTS
E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
F. Restore work with new products in accordance with requirements of Contract Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On continuous
surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire
unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other
imperfections due to patching work. If defects are due to condition of substrate, repair
substrate prior to repairing finish.
3.07 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed
or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning
to eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose
off-site; do not burn or bury.
3.08 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide special protection where specified in individual specification sections.
C. Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement
of heavy objects, by protecting with durable sheet materials.
F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing material
manufacturer.
G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.
3.09 DEMONSTRATION AND INSTRUCTION
A. Demonstrate operation and maintenance of products to Owner's personnel two weeks prior to
date of Substantial Completion.
B. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance,
and shutdown of each item of equipment at scheduled time, at equipment location.
C. For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
D. Provide a qualified person who is knowledgeable about the Project to perform demonstration
and instruction of Owner's personnel.
E. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual
with Owner's personnel in detail to explain all aspects of operation and maintenance.
3.10 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
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01 7000 - 5 EXECUTION AND CLOSEOUT
REQUIREMENTS
3.11 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
B. Use cleaning materials that are nonhazardous.
C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains
and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft
surfaces.
D. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or
nameplates on mechanical and electrical equipment.
E. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the
surface and material being cleaned.
F. Clean filters of operating equipment.
G. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, and
drainage systems.
H. Clean site; sweep paved areas, rake clean landscaped surfaces.
I. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;
dispose of in legal manner; do not burn or bury.
3.12 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for
completion or correction in the Contractor's Correction Punch List for Contractor's Notice of
Substantial Completion.
C. Notify Architect when work is considered ready for Architect's Substantial Completion
inspection.
D. Submit written certification containing Contractor's Correction Punch List, that Contract
Documents have been reviewed, work has been inspected, and that work is complete in
accordance with Contract Documents and ready for Architect's Substantial Completion
inspection.
E. Conduct Substantial Completion inspection and create Final Correction Punch List containing
Architect's and Contractor's comprehensive list of items identified to be completed or corrected
and submit to Architect.
F. Correct items of work listed in Final Correction Punch List and comply with requirements for
access to Owner-occupied areas.
G. Notify Architect when work is considered finally complete and ready for Architect's Substantial
Completion final inspection.
H. Complete items of work determined by Architect listed in executed Certificate of Substantial
Completion.
END OF SECTION 01 7000
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01 7800 - 1 CLOSEOUT SUBMITTALS
SECTION 01 7800
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 SUBMITTALS
A. Project Record Documents: Submit documents to Architect with claim for final Application for
Payment.
B. Operation and Maintenance Data:
1. Submit one copy of preliminary draft or proposed formats and outlines of contents before
start of Work. Architect will review draft and return with comments.
2. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy will
be reviewed and returned after final inspection, with Architect comments. Revise content
of all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form including two sets of compact
discs (CD's) with all of the information in PDF format within 10 days after final inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial
Completion, submit within 10 days after acceptance, listing the date of acceptance as the
beginning of the warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. Specifications: Legibly mark and record at each product section description of actual products
installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
F. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction
including:
1. Field changes of dimension and detail.
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01 7800 - 2 CLOSEOUT SUBMITTALS
2. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and component parts, and
data applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions
for each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES
A. For Each Product, Applied Material, and Finish:
1. Product data, with catalog number, size, composition, and color and texture designations.
B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents
and methods, precautions against detrimental cleaning agents and methods, and
recommended schedule for cleaning and maintenance.
C. Additional information as specified in individual product specification sections.
D. Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and
sequences. Include regulation, control, stopping, shut-down, and emergency instructions.
Include summer, winter, and any special operating instructions.
D. Maintenance Requirements: Include routine procedures and guide for preventative
maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and
alignment, adjusting, balancing, and checking instructions.
E. Provide servicing and lubrication schedule, and list of lubricants required.
F. Include manufacturer's printed operation and maintenance instructions.
G. Include sequence of operation by controls manufacturer.
H. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams
required for maintenance.
I. Additional Requirements: As specified in individual product specification sections.
3.05 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use,
with data arranged in the same sequence as, and identified by, the specification sections.
B. Where systems involve more than one specification section, provide separate tabbed divider for
each system.
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01 7800 - 3 CLOSEOUT SUBMITTALS
C. Prepare instructions and data by personnel experienced in maintenance and operation of
described products.
D. Prepare data in the form of an instructional manual.
E. Binders: Commercial quality, 8-1/2 by 11 inch (216 by 280 mm) three D side ring binders with
durable plastic covers; 2 inch (50 mm) maximum ring size. When multiple binders are used,
correlate data into related consistent groupings.
F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of
Architect, Consultants, Contractor and subcontractors, with names of responsible parties.
H. Tables of Contents: List every item separated by a divider, using the same identification as on
the divider tab; where multiple volumes are required, include all volumes Tables of Contents in
each volume, with the current volume clearly identified.
I. Dividers: Provide tabbed dividers for each separate product and system; identify the contents
on the divider tab; immediately following the divider tab include a description of product and
major component parts of equipment.
J. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.
K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.
L. Arrange content by systems under section numbers and sequence of Table of Contents of this
Project Manual.
M. Contents: Prepare a Table of Contents for each volume, with each product or system
description identified, in three parts as follows:
1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect,
Contractor, Subcontractors, and major equipment suppliers.
2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by
specification section. For each category, identify names, addresses, and telephone
numbers of Subcontractors and suppliers. Identify the following:
a. Significant design criteria.
b. List of equipment.
c. Parts list for each component.
d. Operating instructions.
e. Maintenance instructions for equipment and systems.
f. Maintenance instructions for special finishes, including recommended cleaning
methods and materials, and special precautions identifying detrimental agents.
3. Part 3: Project documents and certificates, including the following:
a. Shop drawings and product data.
b. Provide a copy of operation and maintenance manuals on DVD. Organize and label
files to match physical manuals.
3.06 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,
and manufacturers, within 10 days after completion of the applicable item of work. Except for
items put into use with Owner's permission, leave date of beginning of time of warranty until
Date of Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
END OF SECTION 01 7800
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02 4100 - 1 DEMOLITION
SECTION 02 4100
DEMOLITION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Selective demolition of built site elements.
1.02 RELATED REQUIREMENTS
A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises.
B. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers,
and waste removal.
C. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of
bench marks, survey control points, and existing construction to remain; reinstallation of
removed products; temporary bracing and shoring.
D. Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of
removed materials; requirements for recycling.
E. Section 31 2323 - Fill: Filling holes, pits, and excavations generated as a result of removal
operations.
1.03 REFERENCE STANDARDS
A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.
PART 3 EXECUTION
2.01 SCOPE
A. Remove existing turf, soil, paving, and curbs as required to accomplish new work.
2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with other requirements specified in Section 01 7000.
B. Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public.
1. Obtain required permits.
2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be
removed; do not allow worker or public access within range of potential collapse of
unstable structures.
3. Provide, erect, and maintain temporary barriers and security devices.
4. Use physical barriers to prevent access to areas that could be hazardous to workers or the
public.
5. Conduct operations to minimize effects on and interference with adjacent structures and
occupants.
6. Do not close or obstruct roadways or sidewalks without permit.
7. Conduct operations to minimize obstruction of public and private entrances and exits; do
not obstruct required exits at any time; protect persons using entrances and exits from
removal operations.
8. Obtain written permission from owners of adjacent properties when demolition equipment
will traverse, infringe upon or limit access to their property.
C. Do not begin removal until receipt of notification to proceed from Owner.
D. Protect existing structures and other elements that are not to be removed.
1. Provide bracing and shoring.
2. Prevent movement or settlement of adjacent structures.
3. Stop work immediately if adjacent structures appear to be in danger.
E. If hazardous materials are discovered during removal operations, stop work and notify Architect
and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's,
and mercury.
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02 4100 - 2 DEMOLITION
F. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.
2.03 EXISTING UTILITIES
A. Coordinate work with utility companies; notify before starting work and comply with their
requirements; obtain required permits.
B. Protect existing utilities to remain from damage.
C. Do not disrupt public utilities without permit from authority having jurisdiction.
D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7
days prior written notification to Owner.
E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at
least 3 days prior written notification to Owner.
F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of
utility type; protect from damage due to subsequent construction, using substantial barricades if
necessary.
G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected
and abandoned utilities.
2.04 DEBRIS AND WASTE REMOVAL
A. Remove debris, junk, and trash from site.
B. Leave site in clean condition, ready for subsequent work.
C. Clean up spillage and wind-blown debris from public and private lands.
END OF SECTION 02 4100
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04 2001 - 1 MASONRY VENEER
SECTION 04 2001
MASONRY VENEER
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete facing brick.
B. Hollow Brick.
C. Mortar and Grout.
D. Reinforcement and Anchorage.
E. Flashings.
F. Installation of Lintels.
G. Accessories.
1.02 RELATED REQUIREMENTS
A. Section 04 0511 - Mortar and Masonry Grout.
B. Section 05 5000 - Metal Fabrications: Loose steel lintels.
C. Section 06 1000 - Rough Carpentry: Wood stud backup for masonry veneer.
D. Section 07 6200 - Sheet Metal Flashing and Trim: Through-wall masonry flashings.
1.03 REFERENCE STANDARDS
A. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016.
B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware; 2016a.
C. ASTM A641/A641M - Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire;
2019.
D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2019a.
E. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.
F. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire
Reinforcement, Plain and Deformed, for Concrete; 2018a.
G. ASTM B370 - Standard Specification for Copper Sheet and Strip for Building Construction; 2012
(Reapproved 2019).
H. ASTM C55 - Standard Specification for Concrete Building Brick; 2017.
I. ASTM C67 - Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile;
2017.
J. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2019.
K. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2018.
L. ASTM C652 - Standard Specification for Hollow Brick (Hollow Masonry Units Made From Clay
or Shale); 2019a.
M. ASTM C1634 - Standard Specification for Concrete Facing Brick; 2017.
N. ASTM D226/D226M - Standard Specification for Asphalt-Saturated Organic Felt Used in
Roofing and Waterproofing; 2017.
O. BIA Technical Notes No. 7 - Water Penetration Resistance – Design and Detailing; 2017.
P. BIA Technical Notes No. 28B - Brick Veneer/Steel Stud Walls; 2005.
Q. BIA Technical Notes No. 46 - Maintenance of Brick Masonry; 2017.
R. UL (FRD) - Fire Resistance Directory; Current Edition.
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04 2001 - 2 MASONRY VENEER
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene one week before starting work of this section.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data for mortar and brick wall ties, flashing, and weeps..
C. Samples: Submit four samples of brick and/or CMU veneer units to illustrate color, texture, and
extremes of color range.
D. Manufacturer's Certificate: Certify that brick meets or exceeds specified requirements.
1.06 QUALITY ASSURANCE
A. Comply with provisions of TMS 402/602, except where exceeded by requirements of the
contract documents.
1. Maintain one copy of each document on project site.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and
contamination by other materials.
1.08 FIELD CONDITIONS
A. Cold and Hot Weather Requirements: Comply with requirements of TMS 402/602 or applicable
building code, whichever is more stringent.
B. Maintain materials and surrounding air temperature to minimum 40 degrees F (5 degrees C)
prior to, during, and 48 hours after completion of masonry work.
C. Maintain materials and surrounding air temperature to maximum 90 degrees F (32 degrees C)
prior to, during, and 48 hours after completion of masonry work.
PART 2 PRODUCTS
2.01 CONCRETE MASONRY UNITS
A. Concrete Brick:
1. Concrete Facing Brick: ASTM C1634; solid, lightweight; for architectural, paver, and below
grade use.
a. Exposed Faces, Color and Texture: 4"x8"x24".
2.02 BRICK UNITS
A. Manufacturers:
1. Interstate Brick; Product 4" Emperor Brick: www.Interstate Brick.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
B. Hollow Facing and Building Brick: ASTM C652, Grade SW; Type HBX; Class H40V.
1. Color and Texture: Walnut.
2. Actual size: 3 9/16 x 3 9/16 x 15 5/8..
2.03 REINFORCEMENT AND ANCHORAGE
A. Reinforcing Steel: ASTM A615/A615M, Grade 40 (40,000 psi) (280 MPa) yield strength,
deformed billet bars; galvanized.
B. Masonry Veneer Anchors: 2-piece anchors that permit differential movement between masonry
veneer and structural backup, hot dip galvanized to ASTM A 153/A 153M, Class B.
1. Anchor plates: Not less than 0.075 inch (1.91 mm) thick, designed for fastening to
structural backup through sheathing by two fasteners.
2. Wire ties: Manufacturer's standard shape, 0.1875 inch (4.75 mm) thick.
3. Vertical adjustment: Not less than 3-1/2 inches (89 mm).
4. Manufacturers:
a. Hohmann & Barnard, Inc (including Dur-O-Wal brand): www.h-b.com.
b. Substitutions: See Section 01 6000 - Product Requirements.
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04 2001 - 3 MASONRY VENEER
2.04 ACCESSORIES
A. Building Paper: ASTM D226/D226M, Type I ("No. 15") asphalt felt.
B. Weeps: Polypropylene Cell Vent.
1. Manufacturers:
a. Hohmann & Barnard, Inc: www.h-b.com.
b. WIRE-BOND.
c. MasonPro, Inc.; www.masonpro.com.
d. Substitutions: See Section 01 6000 - Product Requirements.
C. Multicomponent Cavity Wall Drainage System: Combination flashing membrane with a mortar
dropping collection drainage mesh, drainage mesh weep tabs, drip edge and termination bar
1. Membrane Type: Thermoplastic vinyl.
2. Drip Edge Color: Selected by Architect from manufacturer's standard custom range.
3. Termination Bar: Stainless steel
4. System Unit Length: 5 feet, 6 inches (1676 mm).
5. Manufacturers: Mortar Net Solutions www.mortarnet.com
a. Substitutions: See Section 01 6000 - Product Requirements.
D. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.
2.05 MORTAR AND GROUT MIXES
A. Mortar for Unit Masonry: ASTM C270, Property Specification.
1. Masonry below grade and in contact with earth; Type M.
2. Exterior, non-loadbearing masonry; Type N.
B. Colored Mortar: Proportion selected pigments and other ingredients to match standard grey
Architect's sample, without exceeding manufacturer's recommended pigment-to-cement ratio.
C. Grout: ASTM C476; consistency as required to fill volumes completely for grouting; fine grout
for spaces with smallest horizontal dimension of 2 inches (50 mm) or less; coarse grout for
spaces with smallest horizontal dimension greater than 2 inches (50 mm).
D. Mixing: Use mechanical batch mixer and comply with referenced standards.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.
B. Verify that related items provided under other sections are properly sized and located.
C. Verify that built-in items are in proper location, and ready for roughing into masonry work.
3.02 COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.
B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform
thickness.
C. Concrete Masonry Units:
1. Bond: Running.
2. Coursing: One unit and one mortar joint to equal 24 inches (___ mm).
3. Mortar Joints: Concave.
D. Brick Units:
1. Bond: Running.
2. Coursing: One unit and one mortar joint to equal 16 inches (____ mm).
3. Mortar Joints: Concave.
3.03 PLACING AND BONDING
A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other
work.
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B. Lay hollow masonry units with face shell bedding on head and bed joints.
C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.
D. Remove excess mortar as work progresses.
E. Interlock intersections and external corners, except for units laid in stack bond.
F. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must
be made, remove mortar and replace.
G. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped
edges. Prevent broken masonry unit corners or edges.
H. Isolate top joint of masonry veneer from horizontal structural framing members or support
angles with compressible joint filler.
3.04 WEEPS/CAVITY VENTS
A. Install weeps in veneer walls at 24 inches (600 mm) on center horizontally above through-wall
flashing, above shelf angles and lintels, and at bottom of walls.
3.05 CAVITY MORTAR CONTROL
A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents.
B. For cavity walls, build inner wythe ahead of outer wythe to accommodate accessories.
C. Install cavity mortar control panels continuously throughout full height of exterior masonry
cavities during construction of exterior wythe, complying with manufacturer's installation
instructions. Verify that airspace width is no more than 3/8 inch (9 mm) greater than panel
thickness. Install horizontally between joint reinforcement. Stagger end joints in adjacent rows.
Fit to perimeter construction and penetrations without voids.
D. Install cavity mortar diverter at base of cavity and at other flashing locations as recommended
by manufacturer to prevent mortar droppings from blocking weep/cavity vents.
3.06 REINFORCEMENT AND ANCHORAGE - MASONRY VENEER
A. Stud Back-Up: Secure veneer anchors to stud framed back-up and embed into masonry
veneer at maximum 16 inches (400 mm) on center vertically and 24 inches (600 mm) on center
horizontally. Place additional anchors at perimeter of openings and ends of panels, so
maximum spacing of anchors is 8 inches (200 mm) on center.
3.07 MASONRY FLASHINGS
A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all
locations where downward flow of water will be interrupted.
1. Extend flashings full width at such interruptions and at least 6 inches (152 mm), minimum,
into adjacent masonry or turn up at least 8 inches (203 mm), minimum, to form watertight
pan at non-masonry construction.
2. Remove or cover protrusions or sharp edges that could puncture flashings.
3. Seal lapped ends and penetrations of flashing before covering with mortar.
B. Extend metal flashings through exterior face of masonry and turn down to form drip.
C. Extend metal flashings to within 1/4 inch (6 mm) of exterior face of masonry.
D. Extend plastic and EPDM flashings to within 1/4 inch (6 mm) of exterior face of masonry.
E. Lap end joints of flashings at least 6 inches (152 mm), minimum, and seal watertight with
flashing sealant/adhesive.
3.08 LINTELS
A. Install loose steel lintels over openings per structural drawings.
3.09 CONTROL AND EXPANSION JOINTS PER PLAN
A. Do not continue horizontal joint reinforcement through control or expansion joints.
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04 2001 - 5 MASONRY VENEER
B. Form control joint with a sheet building paper bond breaker fitted to one side of the hollow
contour end of the block unit. Fill the resultant core with grout fill. Rake joint at exposed unit
faces for placement of backer rod and sealant.
C. Install preformed control joint device in continuous lengths. Seal butt and corner joints in
accordance with manufacturer's instructions.
D. Size control joints as indicated on drawings; if not indicated, 3/4 inch (19 mm) wide and deep.
E. Form expansion joint as detailed on drawings.
3.10 TOLERANCES
A. Maximum Variation From Unit to Adjacent Unit: 1/16 inch (1.6 mm).
B. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft (6 mm in 3 m) and 1/2 inch in 20 ft (13
mm in 6 m) or more.
C. Maximum Variation from Plumb: 1/4 inch (6 mm) per story non-cumulative; 1/2 inch (13 mm) in
two stories or more.
D. Maximum Variation from Level Coursing: 1/8 inch in 3 ft (3 mm in 1 m) and 1/4 inch in 10 ft (6
mm in 3 m); 1/2 inch in 30 ft (13 mm in 9 m).
E. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch (minus
6.4 mm, plus 9.5 mm).
3.11 CUTTING AND FITTING
A. Cut and fit for pipes and conduit. Coordinate with other sections of work to provide correct size,
shape, and location.
B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or
strength of masonry work may be impaired.
3.12 CLEANING
A. Remove excess mortar and mortar smears as work progresses.
B. Replace defective mortar. Match adjacent work.
C. Clean soiled surfaces with cleaning solution.
D. Use non-metallic tools in cleaning operations.
3.13 PROTECTION
A. Without damaging completed work, provide protective boards at exposed external corners that
are subject to damage by construction activities.
END OF SECTION 04 2001
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06 1000 - 1 ROUGH CARPENTRY
SECTION 06 1000
ROUGH CARPENTRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Structural dimension lumber framing.
B. Non-structural dimension lumber framing.
C. Rough opening framing for doors, windows, and roof openings.
D. Roofing nailers.
E. Concealed wood blocking, nailers, and supports.
1.02 REFERENCE STANDARDS
A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware; 2016a.
B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2019a.
C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2018b.
D. AWPA U1 - Use Category System: User Specification for Treated Wood; 2018.
E. PS 20 - American Softwood Lumber Standard; 2015.
F. WWPA G-5 - Western Lumber Grading Rules; 2017.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
1.04 DELIVERY, STORAGE, AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked products to prevent
deformation and to allow air circulation.
1.05 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.
1. Species: Douglas Fir-Larch, unless otherwise indicated.
2. Grading Agency: Any grading agency whose rules are approved by the Board of Review,
American Lumber Standard Committee (www.alsc.org) and who provides grading service
for the species and grade specified; provide lumber stamped with grade mark unless
otherwise indicated.
3. Lumber of other species or grades is acceptable provided structural and appearance
characteristics are equivalent to or better than products specified.
B. Lumber fabricated from old growth timber is not permitted.
C. Provide sustainably harvested wood; see Section 01 6000 - Product Requirements for
requirements.
2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS
A. Sizes: Nominal sizes as indicated on drawings, S4S.
B. Moisture Content: S-dry or MC19.
C. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:
1. Lumber: S4S, No. 2 or Standard Grade.
2. Boards: Standard or No. 3.
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06 1000 - 2 ROUGH CARPENTRY
2.03 ACCESSORIES
A. Fasteners and Anchors:
1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for
high humidity and preservative-treated wood locations, unfinished steel elsewhere.
END OF SECTION 06 1000
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06 4100 - 1 ARCHITECTURAL WOOD
CASEWORK
SECTION 06 4100
ARCHITECTURAL WOOD CASEWORK
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Specially fabricated cabinet units.
B. Countertops.
C. Cabinet hardware.
D. Wood base.
E. Preparation for installing utilities.
F. Plastic laminate.
G. Plastic laminate wall panels.
H. Plastic laminate doors.
I. Wood wall caps.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.
1.03 REFERENCE STANDARDS
A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014, with Errata (2018).
B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.1;
2016, with Errata (2018).
C. BHMA A156.9 - American National Standard for Cabinet Hardware; 2015.
D. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details,
assembly methods, hardware location, schedule of finishes and accessories.
C. Product Data: Provide data for hardware accessories.
1.05 QUALITY ASSURANCE
A. Fabricator Qualifications: Company specializing in fabricating the products specified in this
section with minimum five years of documented experience.
1. Company with at least one project in the past 2 years with value of woodwork within 20
percent of cost of woodwork for this Project.
2. Accredited participant in the specified certification program prior to the commencement of
fabrication and throughout the duration of the project.
B. Perform work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards
Illustrated, Custom quality, unless other quality is indicated for specific items.
1.06 MOCK-UP
A. Provide mock-up of typical teller line workstation, including hardware and finishes.
B. Locate where directed.
C. Mock-up may remain as part of the Work.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Protect units from moisture damage.
1.08 FIELD CONDITIONS
A. Prior to, during and after installation of custom cabinets, maintain temperature and humidity
conditions in building spaces at same levels planned for occupancy.
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PART 2 PRODUCTS
2.01 CABINETS
A. Quality Grade: Unless otherwise indicated provide products of quality specified by
AWI//AWMAC/WI (AWS) for Custom Grade.
B. Plastic Laminate Faced Cabinets: Custom grade.
1. Finish - Exposed Exterior Surfaces: High Pressure Decorative Laminate (HPDL).
2. Finish - Exposed Interior Surfaces: High Pressure Decorative laminate.(HPDL)
3. Finish - Concealed Surfaces: Thermally fused laminate (TFL), color per drawings.
4. Door and Drawer Front Edge Profiles: Square edge with 3 mm applied edge band.
5. Door and Drawer Front Retention Profiles: Fixed panel.
6. Casework Construction Type: Type A - Frameless.
7. Interface Style for Cabinet and Door: Style 1 - Flush overlay.
8. Grained Face Layout for Cabinet and Door Fronts: Flush panel.
a. Custom Grade: Doors, drawer fronts and false fronts wood grain to run and match
vertically within each cabinet unit.
9. Adjustable Shelf Loading: 50 lbs. per sq. ft.
a. Deflection: L/144.
10. Cabinet Style: Flush overlay.
11. Cabinet Doors and Drawer Fronts: Flush style.
12. Drawer Side Construction: Multiple-dovetailed.
13. Drawer Construction Technique: Dovetail joints.
2.02 WOOD-BASED COMPONENTS
A. Wood fabricated from old growth timber is not permitted.
B. Provide sustainably harvested wood, certified or labeled as specified in Section 01 6000.
2.03 LAMINATE MATERIALS
A. Manufacturers:
1. Formica Corporation; www.formica.com.
2. Wilsonart, LLC: www.wilsonart.com.
3. Pionite . www.pionite.com
4. Substitutions: Not permitted.
B. Thermally Fused Laminate (TFL): Melamine resin, NEMA LD 3, Type VGL laminate panels.
C. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific
applications.
D. Provide specific types as indicated.
1. Horizontal Surfaces: HGS, 0.048 inch (1.22 mm) nominal thickness, finish as indicated.
2. Vertical Surfaces: VGS, 0.028 inch (0.71 mm) nominal thickness, finish as indicated.
3. Cabinet Liner: CLS, 0.020 inch (0.51 mm) nominal thickness, finish as indicated.
4. Laminate Backer: BKL, 0.020 inch (0.51 mm) nominal thickness, undecorated; for
application to concealed backside of panels faced with high pressure decorative laminate.
2.04 COUNTERTOPS
A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL,
conventionally fabricated, with decorative laminate edge.
2.05 ACCESSORIES
A. Adhesive: Type recommended by fabricator to suit application.
1. Provide adhesives that contain no added urea-formaldehyde resins as specified in Section
01616.
B. Plastic Edge Banding: Extruded 3mm PVC, convex shaped; smooth finish; self locking serrated
tongue; of width to match component thickness.
1. Use at all exposed substrate edges.
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06 4100 - 3 ARCHITECTURAL WOOD
CASEWORK
2. Use at all exposed shelf edges.
3. Use at all cabinet door and drawer edges.
C. Fasteners: Size and type to suit application.
D. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanized
or chrome-plated finish in concealed locations and stainless steel or chrome-plated finish in
exposed locations.
E. Concealed Joint Fasteners: Threaded steel.
F. Grommets: Standard metal grommets for cut-outs, in color to contrast with adjacent surface.
2.06 HARDWARE
A. Hardware: BHMA A156.9, types as indicated for quality grade specified.
B. Adjustable Shelf Supports: Standard side-mounted system using multiple holes for pin supports
and coordinated self rests, satin chrome finish, for nominal 1 inch (25 mm) spacing
adjustments.
C. Drawer and Door Pulls: as indicated on drawings.
D. Cabinet Locks: Keyed cylinder, two keys per lock, master keyed, steel with satin finish.
E. Catches: Magnetic.
F. Drawer Slides:
1. Type: Full extension.
2. Static Load Capacity: Commercial grade.
3. Mounting: Side mounted.
4. Stops: Integral type.
5. Features: Provide self closing/stay closed type.
G. Hinges: European style concealed self-closing type, steel with polished finish.
1. Manufacturers:
a. Grass America Inc; www.grassusa.com.
b. Hardware Resources: www.hardwareresources.com.
c. Julius Blum, Inc: www.blum.com.
d. Hafele. www.hafele.com
e. Substitutions: See Section 01 6000 - Product Requirements.
2.07 SITE FINISHING MATERIALS
2.08 FABRICATION
A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit
passage through building openings.
B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than
one piece for any single length.
C. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for
cutting. Provide matching trim for scribing and site cutting.
D. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent with
manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly
bevel arises. Locate counter butt joints minimum 2 feet (600 mm) from sink cut-outs.
1. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces.
2. Cap exposed plastic laminate finish edges with specified edging.
E. Matching Wood Grain: Comply with requirements of quality standard for specified Grade and as
follows:
1. Provide center matched panels at each elevation.
2. Provide sequence matching across each elevation.
3. Carry figure of cabinet fronts to toe kicks.
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F. Mechanically fasten back splash to countertops as recommended by laminate manufacturer at
16 inches (400 mm) on center.
G. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on-site dimensions.
Prime paint cut edges.
2.09 SHOP FINISHING
A. Sand work smooth and set exposed nails and screws.
B. For opaque finishes, apply wood filler in exposed nail and screw indentations and sand smooth.
C. On items to receive transparent finishes, use wood filler matching or blending with surrounding
surfaces and of types recommended for applied finishes.
D. Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -
Finishing for grade specified and as follows:
1. Transparent:
a. System - 1, Lacquer, Nitrocellulose.
b. Stain: Custom color as selected by Architect.
c. Sheen: Flat.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify adequacy of backing and support framing.
B. Verify location and sizes of utility rough-in associated with work of this section.
3.02 INSTALLATION
A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.
B. Use fixture attachments in concealed locations for wall mounted components.
C. Use concealed joint fasteners to align and secure adjoining cabinet units.
D. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch (0.79
mm). Do not use additional overlay trim for this purpose.
E. Secure cabinets to floor using appropriate angles and anchorages.
F. Utilize clear caulking at joint of countertop to backsplash, top and sides of backsplash at walls,
perimeters of fixed shelves.
3.03 ADJUSTING
A. Adjust installed work.
B. Adjust moving or operating parts to function smoothly and correctly.
3.04 CLEANING
A. Clean casework, counters, shelves, hardware, fittings, and fixtures.
END OF SECTION 06 4100
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07 1113 - 1 BITUMINOUS DAMPPROOFING
SECTION 07 1113
BITUMINOUS DAMPPROOFING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Protection boards.
1.02 REFERENCE STANDARDS
A. ASTM D41/D41M - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing,
and Waterproofing; 2011.
B. ASTM D449/D449M - Standard Specification for Asphalt Used in Dampproofing and
Waterproofing; 2003 (Reapproved 2014).
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide properties of primer, bitumen, and mastics.
C. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions
requiring special attention.
1.04 FIELD CONDITIONS
A. Maintain ambient temperatures above 40 degrees F (5 degrees C) for 24 hours before and
during application until dampproofing has cured.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Basis of Design: ______; _____.
B. Other Acceptable Bituminous Dampproofing Manufacturers:
1. Mar-Flex Systems, Inc; _____: www.mar-flex.com/#sle.
2. W. R. Meadows, Inc; _____: www.wrmeadows.com/#sle.
3. Substitutions: See Section 01 6000 - Product Requirements.
2.02 ACCESSORIES
A. Protection Board: 1/8 inch (3 mm) thick biodegradable hardboard.
1. Protection board as required by manufacturer.
a. Protection board may be omitted if backfilling should take place greater than seven
days after application of dampproofing is completed.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions are acceptable prior to starting this work.
B. Verify substrate surfaces are durable, free of matter detrimental to adhesion or application of
dampproofing system.
C. Verify that items penetrating surfaces to receive dampproofing are securely installed.
3.02 APPLICATION
A. Foundation Walls: Apply two coats of asphalt dampproofing.
B. Perform this work in accordance with manufacturer's instructions and NRCA (WM) applicable
requirements.
C. Apply bitumen with mop.
D. Apply bitumen in two coats, continuous and uniform, at a rate of 3 gallons per ___ sq ft/gal (100
sq m/L) per coat.
E. Apply from 2 inches (50 mm) below finish grade elevation down to bottom of footings.
F. Seal items watertight with mastic, that project through dampproofing surface.
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07 1113 - 2 BITUMINOUS DAMPPROOFING
G. Place protection board directly over dampproofing, butt joints, and adhere to tacky
dampproofing.
H. Scribe and cut boards around projections, penetrations, and interruptions.
END OF SECTION 07 1113
180404 / DL Evans Bank -
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07 2100 - 1 THERMAL INSULATION
SECTION 07 2100
THERMAL INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Board insulation and integral vapor retarder at perimeter foundation wall and over roof deck.
B. Batt insulation and vapor retarder in exterior wall, ceiling, and roof construction.
C. Batt insulation for filling perimeter window and door shim spaces.
D. Batt insulation as acoustic insulation at interior wall construction.
1.02 RELATED REQUIREMENTS
A. Section 07 2500 - Weather Barriers: Separate air barrier and vapor retarder materials.
B. Section 07 5400 - Thermoplastic Membrane Roofing: Insulation specified as part of roofing
system.
C. Section 09 2116 - Gypsum Board Assemblies: Acoustic insulation inside walls and partitions.
1.03 REFERENCE STANDARDS
A. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2018.
B. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light
Frame Construction and Manufactured Housing; 2017.
C. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal
Insulation Board; 2018a.
D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2018b.
E. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2016.
F. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750
Degrees C; 2019.
G. NFPA 285 - Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of
Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components; 2019.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on product characteristics, performance criteria, and product
limitations.
C. Manufacturer's Installation Instructions: Include information on special environmental conditions
required for installation and installation techniques.
1.05 FIELD CONDITIONS
A. Do not install insulation adhesives when temperature or weather conditions are detrimental to
successful installation.
PART 2 PRODUCTS
2.01 APPLICATIONS
A. Insulation in Wood Framed Walls: Batt insulation with integral vapor retarder.
B. Insulation Over Roof Deck: Extruded polystyrene (XPS) board.
2.02 FOAM BOARD INSULATION MATERIALS
A. Extruded Polystyrene (XPS) Board Insulation: Complies with ASTM C578 with either natural
skin or cut cell surfaces.
1. Flame Spread Index (FSI): Class A - 0 to 25, when tested in accordance with ASTM E84.
2. Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84.
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07 2100 - 2 THERMAL INSULATION
3. Type and Thermal Resistance, R-value (RSI-value): Type IV, 5.0 (0.88) per 1 inch (25.4
mm) thickness at 75 degrees F (24 degrees C) mean temperature.
4. R-value (RSI-value); 1 inch (25 mm) of material at 72 degrees F (22 C): 5 (0.88),
minimum.
5. Board Edges: Square.
6. Water Absorption, Maximum: 0.3 percent, by volume.
7. Manufacturers:
a. Insulfoam, LLC: www.insulfoam.com..
8. Substitutions: See Section 01 6000 - Product Requirements.
2.03 BATT INSULATION MATERIALS
A. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665;
friction fit.
1. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84.
2. Smoke Developed Index: 450 or less, when tested in accordance with ASTM E84.
3. Combustibility: Non-combustible, when tested in accordance with ASTM E136, except for
facing, if any.
4. Formaldehyde Content: Zero.
5. Thermal Resistance: R ____ (value as indicated on drawings).
6. Facing: Aluminum foil, flame spread 25 rated; one side.
7. Manufacturers:
a. CertainTeed Corporation; _____: www.certainteed.com/#sle.
b. Johns Manville; _____: www.jm.com/#sle.
c. Knauf Insulation GmbH: www.knaufinsulation.us.
8. Substitutions: See Section 01 6000 - Product Requirements.
2.04 ACCESSORIES
A. Sheet Vapor Retarder: Specified in Section 07 2500.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are
ready to receive insulation.
3.02 BOARD INSTALLATION OVER LOW SLOPE ROOF DECK
A. Board Installation Over Roof Deck, General:
1. See applicable roofing specification section for specific board installation requirements.
2. Fasten insulation to deck in accordance with roofing manufacturer's written instructions
and applicable Factory Mutual requirements.
3. Do not apply more insulation than can be covered with roofing in same day.
3.03 BATT INSTALLATION
A. Install insulation and vapor retarder in accordance with manufacturer's instructions.
B. Install in exterior wall spaces without gaps or voids. Do not compress insulation.
C. Install in interior wall spaces (as acoustic insulation) without gaps or voids. Do not compress
insulation. Insulation thickness to match thickness of wall as closely as possible.
D. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.
E. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services
within the plane of the insulation.
F. Install with factory applied vapor retarder membrane facing warm side of building spaces. Lap
ends and side flanges of membrane over framing members.
G. Staple or nail facing flanges in place at maximum 6 inches (150 mm) on center.
H. Tape seal butt ends, lapped flanges, and tears or cuts in membrane.
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07 2100 - 3 THERMAL INSULATION
I. At metal framing, place vapor retarder on warm side of insulation; lap and seal sheet retarder
joints over member face.
J. Tape seal tears or cuts in vapor retarder.
K. Extend vapor retarder tightly to full perimeter of adjacent window and door frames and other
items interrupting the plane of the membrane. Tape seal in place.
L. Coordinate work of this section with requirements for vapor retarder specified in Section 07
2500.
3.04 PROTECTION
A. Do not permit installed insulation to be damaged prior to its concealment.
END OF SECTION 07 2100
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07 2119 - 1 FOAMED-IN-PLACE
INSULATION
SECTION 07 2119
FOAMED-IN-PLACE INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Foamed-in-place insulation.
1. At junctions of dissimilar wall and roof materials.
1.02 REFERENCE STANDARDS
A. ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by
Means of the Heat Flow Meter Apparatus; 2017.
B. ASTM D1621 - Standard Test Method for Compressive Properties Of Rigid Cellular Plastics;
2016.
C. ASTM D1622/D1622M - Standard Test Method for Apparent Density of Rigid Cellular Plastics;
2014.
D. ASTM D1623 - Standard Test Method for Tensile And Tensile Adhesion Properties of Rigid
Cellular Plastics; 2017.
E. ASTM D2842 - Standard Test Method for Water Absorption of Rigid Cellular Plastics; 2012.
F. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2018b.
G. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2016.
H. ASTM E283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior
Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the
Specimen; 2004 (Reapproved 2012).
I. ASTM E2178 - Standard Test Method for Air Permeance of Building Materials; 2013.
1.03 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene one to three weeks prior to commencing work of this section.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide product description, insulation properties, and preparation requirements.
C. Certificates: Certify that products of this section meet or exceed specified requirements.
D. ABAA Field Quality Control Submittals: Submit third-party reports of testing and inspection
required by ABAA QAP.
E. Manufacturer's Installation Instructions: Indicate special procedures, and perimeter conditions
requiring special attention.
F. ABAA Manufacturer Qualification: Submit documentation of current evaluation of proposed
manufacturer and materials.
G. ABAA Installer Qualification: Submit documentation of current contractor accreditation and
current installer certification. Keep copies of all contractor accreditation and installer
certification on site during and after installation. Present on-site documentation upon request.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products of the type
specified in this section, with not less than three years of documented experience.
B. Applicator Qualifications: Company specializing in performing work of the type specified, with
minimum three years documented experience.
C. Air Barrier Association of America (ABAA) Quality Assurance Program (QAP);
www.airbarrier.org/#sle:
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07 2119 - 2 FOAMED-IN-PLACE
INSULATION
1. Installer Qualification: Use accredited contractor, certified installers, evaluated materials,
and third-party field quality control audit.
2. Manufacturer Qualification: Use evaluated materials from a single manufacturer regularly
engaged in air barrier material manufacture. Use secondary materials approved in writing
by primary material manufacturer.
D. Air Barrier Association of America (ABAA) Evaluated Materials Program (EAP);
www.airbarrier.org/#sle: Use evaluated materials from a single manufacturer regularly engaged
in air barrier material manufacture. Use secondary materials approved in writing by primary
material manufacturer.
1.06 MOCK-UP
A. Provide 1 mock-up, 3 feet high by 4 feet wide; include insulation wall construction in mock-up.
B. Locate where directed.
C. Mock-up may remain as part of the Work.
1.07 FIELD CONDITIONS
A. Do not apply foam when temperature is below that specified by the manufacturer for ambient air
and substrate.
B. Do not apply foam when temperature is within 5 degrees F (2.78 degrees C) of dew point.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Foamed-In-Place Insulation:
1. Accella Polyurethane Systems: www.accellapolyurethane.com/#sle.
2. BASF Corporation; WALLTITE US Series Closed Cell: www.spf.basf.com/#sle.
3. Demilec LLC; DEMILEC APX: www.demilec.com/#sle.
4. Gaco Western: www.gaco.com/#sle.
5. Henry Company: www.henry.com/#sle.
6. Icynene Inc; Icynene ProSeal: www.icynene.com/#sle.
7. Johns Manville; JM Corbond III Closed Cell Spray Polyurethane Foam: www.jm.com/#sle.
8. NCFI Polyurethanes: www.ncfi.com.
9. Rhino Linings Corporation: www.rhinolinings.com/#sle
10. Substitutions: Permitted, per submittal request.______.
2.02 MATERIALS
A. Foamed-In-Place Insulation: Medium-density, rigid or semi-rigid, closed cell polyurethane foam;
foamed on-site, using blowing agent of water or non-ozone-depleting gas.
1. Regulatory Requirements: Conform to applicable code for flame and smoke and
concealment limitations.
2. Thermal Resistance: R-value (RSI-value) of 5.0 (0.88), minimum, per 1 inch (25.4 mm)
thickness at 75 degrees F (24 degrees C) mean temperature when tested in accordance
with ASTM C518.
3. Water Vapor Permeance: Vapor retarder; 2 perms (115 ng/(Pa s sqm)), maximum, when
tested at intended thickness in accordance with ASTM E96/E96M, desiccant method.
4. Water Absorption: Less than 2 percent by volume, maximum, when tested in accordance
with ASTM D2842.
5. Air Permeance: 0.04 cfm/sq ft (0.2 L/second sq meter), maximum, when tested at
intended thickness in accordance with ASTM E2178 or ASTM E283 at 1.57 psf (75 Pa).
6. Closed Cell Content: At least 90 percent.
7. Surface Burning Characteristics: Flame spread/Smoke developed index of 25/450,
maximum, when tested in accordance with ASTM E84.
8. Basis of Design:
a. Icynene Inc; Icynene ProSeal LE: www.icynene.com/#sle.
9. Other Acceptable Manufacturers:
a. Accella Polyurethane Systems; Quadfoam 2.0: www.accellapolyurethane.com/#sle.
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07 2119 - 3 FOAMED-IN-PLACE
INSULATION
b. BASF Corporation; WALLTITE US: www.spf.basf.com/#sle.
c. Henry Company: www.henry.com/#sle.
d. Icynene Inc; Icynene ProSeal: www.icynene.com/#sle.
e. Johns Manville; JM Corbond III Closed Cell Spray Polyurethane Foam:
www.jm.com/#sle.
f. Rhino Linings Corporation; ThermalGuard CC2: www.rhinolinings.com/#sle.
g. Substitutions: Per Admin section.
2.03 ACCESSORIES
A. Primer: As required by insulation manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify work within construction spaces or crevices is complete prior to insulation application.
B. Verify that surfaces are clean, dry, and free of matter that may inhibit insulation adhesion.
3.02 PREPARATION
A. Mask and protect adjacent surfaces from over spray or dusting.
B. Apply primer in accordance with manufacturer's instructions.
3.03 APPLICATION
A. Apply insulation in accordance with manufacturer's instructions.
B. Apply insulation by spray method, to a uniform monolithic density without voids.
C. Apply to a minimum cured thickness of 1 inch (____ mm).
D. Patch damaged areas.
E. Where applied to voids and gaps assure space for expansion to avoid pressure on adjacent
materials that may bind operable parts.
F. Trim excess away for applied trim or remove as required for continuous sealant bead.
3.04 FIELD QUALITY CONTROL
A. Field inspections will be performed by an independent testing agency under provisions of
Section 01 4000 - Quality Requirements.
B. Inspection will include verification of insulation thickness.
C. Coordination of ABAA Tests and Inspections:
1. Provide testing and inspection required by ABAA QAP.
2. Notify in ABAA writing of schedule for air barrier work. Allow adequate time for testing and
inspection.
3. Cooperate with ABAA testing agency.
4. Allow access to air barrier work areas and staging.
5. Do not cover air barrier work until tested, inspected, and accepted.
3.05 PROTECTION
A. Do not permit subsequent construction work to disturb applied insulation.
END OF SECTION 07 2119
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07 2400 - 1 EXTERIOR INSULATION AND
FINISH SYSTEMS
SECTION 07 2400
EXTERIOR INSULATION AND FINISH SYSTEMS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Composite wall and soffit cladding of rigid insulation and reinforced finish coating (Class PB).
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Sheathing on wood framing.
B. Section 07 6200 - Sheet Metal Flashing and Trim: Perimeter flashings.
C. Section 07 9200 - Joint Sealants: Sealing joints between EIFS and adjacent construction and
penetrations through EIFS.
1.03 REFERENCE STANDARDS
A. ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus; 2018.
B. ASTM C1397 - Standard Practice for Application of Class PB Exterior Insulation and Finish
Systems (EIFS) and EIFS with Drainage; 2013 (Reapproved 2019).
C. ASTM D968 - Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling
Abrasive; 2017.
D. ASTM D2247 - Standard Practice for Testing Water Resistance of Coatings in 100% Relative
Humidity; 2015.
E. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of
Interior Coatings in an Environmental Chamber; 2016.
F. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights,
Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000 (Reapproved 2016).
G. ASTM E2273 - Standard Test Method for Determining the Drainage Efficiency of Exterior
Insulation and Finish Systems (EIFS) Clad Wall Assemblies; 2018.
H. ASTM G153 - Standard Practice for Operating Enclosed Carbon Arc Light Apparatus for
Exposure of Nonmetallic Materials; 2013.
I. ASTM G155 - Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of
Nonmetallic Materials; 2013.
J. ICC-ES AC219 - Acceptance Criteria for Exterior Insulation and Finish Systems; 2009, with
Editorial Revision (2014).
K. ICC-ES AC235 - Acceptance Criteria for EIFS Clad Drainage Wall Assemblies; 2009, with
Editorial Revision (2012).
L. NFPA 259 - Standard Test Method for Potential Heat of Building Materials; 2018.
M. NFPA 268 - Standard Test Method for Determining Ignitibility of Exterior Wall Assemblies Using
a Radiant Heat Energy Source; 2017.
N. NFPA 285 - Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of
Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components; 2019.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on system materials, product characteristics, performance criteria,
and system limitations.
C. Verification Samples: Submit actual samples of selected coating on specified substrate,
minimum 12 inches (300 mm) square, illustrating project colors and textures.
1.05 QUALITY ASSURANCE
A. Maintain copy of specified installation standard and manufacturer's installation instructions at
project site during installation.
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07 2400 - 2 EXTERIOR INSULATION AND
FINISH SYSTEMS
1.06 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to project site in manufacturer's original, unopened containers with
labels intact. Inspect materials and notify manufacturer of any discrepancies.
B. Storage: Store materials as directed by manufacturer's written instructions.
1.07 FIELD CONDITIONS
A. Do not prepare materials or apply EIFS under conditions other than those described in the
manufacturer's written instructions.
B. Do not prepare materials or apply EIFS during inclement weather unless areas of installation
are protected. Protect installed EIFS areas from inclement weather until dry.
C. Do not install coatings or sealants when ambient temperature is below 40 degrees F (5 degrees
C).
D. Do not leave installed insulation board exposed to sunlight for extended periods of time.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide manufacturer's standard material warranty, covering a period of not less than 5 years.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Basis of Design:
1. Sto Corp; StoTherm ci XPS: www.stocorp.com/#sle.
B. Other Acceptable Exterior Insulation and Finish Systems Manufacturers:
1. Substitutions: See Section 01 6000 - Product Requirements.
2.02 EXTERIOR INSULATION AND FINISH SYSTEM
A. Fire Characteristics:
1. Flammability: Pass, when tested in accordance with NFPA 285.
2. Ignitibility: No sustained flaming when tested in accordance with NFPA 268.
3. Potential Heat of Foam Plastic Insulation Tested Independently of Assembly: No portion of
the assembly having potential heat that exceeds that of the insulation sample tested for
flammability (above), when tested in accordance with NFPA 259 with results expressed in
Btu per square foot (mJ/sq m).
B. Water Penetration Resistance: No water penetration beyond the plane of the base
coat/insulation board interface after 15 minutes, when tested in accordance with ASTM E331 at
6.24 psf (299 Pa) differential pressure with tracer dye in the water spray; include in tested
sample at least two vertical joints and one horizontal joint of same type to be used in
construction; disassemble sample if necessary to determine extent of water penetration.
C. Drainage Efficiency: Average minimum efficiency of 90 percent, when tested in accordance
with ASTM E2273 for 75 minutes.
D. Salt Spray Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating after 300 hours exposure in accordance with ASTM
B117, using at least three samples matching intended assembly, at least 4 by 6 inches (100 by
150 mm ) in size.
E. Freeze-Thaw Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating when viewed under 5x magnification after 10 cycles,
when tested in accordance with ICC-ES AC219 or ICC-ES AC235.
F. Weathering Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating when viewed under 5x magnification after 2000
hours of accelerated weathering conducted in accordance with ASTM G153 Cycle 1 or ASTM
G155 Cycles 1, 5, or 9.
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07 2400 - 3 EXTERIOR INSULATION AND
FINISH SYSTEMS
G. Water Degradation Resistance: No cracking, checking, crazing, erosion, blistering, peeling,
delamination, or corrosion of finish coating after 14 days exposure, when tested in accordance
with ASTM D2247.
H. Mildew Resistance: No growth supported on finish coating during 28 day exposure period,
when tested in accordance with ASTM D3273.
I. Abrasion Resistance Of Finish: No cracking, checking or loss of film integrity when tested in
accordance with ASTM D968 with 113.5 gallons (500 liters) of sand.
2.03 MATERIALS
2.04 ACCESSORY MATERIALS
A. Trim: EIFS manufacturer's standard PVC or galvanized steel trim accessories, as required for a
complete project and including starter track and drainage accessories.
B. Sealant Materials: Compatible with EIFS materials and as recommended by EIFS
manufacturer.
PART 3 EXECUTION
3.01 INSTALLATION - GENERAL
A. Install in accordance with EIFS manufacturer's instructions and ASTM C1397.
1. Where different requirements appear in either document, comply with the most stringent.
2. Neither of these documents supercedes provisions of Contract Documents that defines
contractual relationships between parties or scope of this work.
3.02 INSTALLATION - INSULATION
A. Install in accordance with manufacturer's instructions.
B. Install back wrap reinforcing mesh at all openings and terminations that are not to be protected
with trim.
C. On wall surfaces, install boards horizontally. On horizontal surfaces, install boards _______.
D. Place boards in a method to maximize tight joints. Stagger vertical joints and interlock at
corners. Butt edges and ends tight to adjacent board and to protrusions. Achieve a continuous
flush insulation surface, with no gaps in excess of 1/16 inch (1.6 mm).
E. Fill gaps greater than 1/16 inch (1.6 mm) with strips or shims cut from the same insulation
material.
F. Rasp irregularities off surface of installed insulation board.
3.03 CLEANING
A. Clean EIFS surfaces and work areas of foreign materials resulting from EIFS operations.
3.04 PROTECTION
A. Protect completed work from damage and soiling by subsequent work.
END OF SECTION 07 2400
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07 2500 - 1 WEATHER BARRIERS
SECTION 07 2500
WEATHER BARRIERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Water-Resistive Barrier: Under exterior wall cladding, over sheathing or other substrate; not air
tight or vapor retardant.
B. Vapor Retarders: Materials to make exterior walls, joints between exterior walls and roof, and
joints around frames of openings in exterior walls water vapor resistant and air tight.
1.02 RELATED REQUIREMENTS
A. Section 07 2100 - Thermal Insulation: Vapor retarder installed in conjunction with batt
insulation.
B. Section 09 2116 - Gypsum Board Assemblies: Water-resistive barrier under exterior cladding.
1.03 DEFINITIONS
A. Weather Barrier: Assemblies that form either water-resistive barriers, air barriers, or vapor
retarders.
B. Vapor Retarder: Air tight barrier made of material that is relatively water vapor impermeable, to
the degree specified, with sealed seams and with sealed joints to adjacent surfaces.
1. Water Vapor Permeance: For purposes of conversion, 57.2 ng/(Pa s sq m) = 1 perm.
C. Water-Resistive Barrier: Water-shedding barrier made of material that is moisture resistant, to
the degree specified, intended to be installed to shed water without sealed seams.
1.04 REFERENCE STANDARDS
A. AATCC Test Method 127 - Water Resistance: Hydrostatic Pressure Test; 2018.
B. ASTM D4397 - Standard Specification for Polyethylene Sheeting for Construction, Industrial,
and Agricultural Applications; 2016.
C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2018b.
D. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2016.
E. ASTM E2178 - Standard Test Method for Air Permeance of Building Materials; 2013.
F. ICC-ES AC38 - Acceptance Criteria for Water-Resistive Barriers; 2016.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on material characteristics.
C. Manufacturer's Installation Instructions: Indicate preparation.
1.06 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the materials manufacturers before,
during and after installation.
PART 2 PRODUCTS
2.01 WEATHER BARRIER ASSEMBLIES
A. Water-Resistive Barrier: Provide on exterior walls under exterior cladding.
1. Under Portland cement stucco, use two separate layers of building paper.
B. Interior Vapor Retarder:
1. On inside face of studs of exterior walls, under cladding, use mechanically fastened vapor
retarder sheet.
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07 2500 - 2 WEATHER BARRIERS
2.02 WATER-RESISTIVE BARRIER MATERIALS (NEITHER AIR BARRIER OR VAPOR RETARDER)
A. Building Paper: Asphalt-saturated Kraft building paper complying with requirements of ICC-ES
AC38 Grade D.
1. Water Penetration Resistance: Withstand a water head of 21 inches (55 cm), minimum,
for minimum of five hours, when tested in accordance with AATCC Test Method 127.
2.03 VAPOR RETARDER MATERIALS (AIR BARRIER AND WATER-RESISTIVE)
A. Vapor Retarder Sheet Type ___: ASTM D4397 polyethylene film reinforced with glass fiber
square mesh, clear.
1. Thickness: 5 mil (____ mm).
2. Water Vapor Permeance: As required by referenced standard for thickness specified.
2.04 SEALANTS
A. Provide sealant as recommended by weather barrier manufacturer.
2.05 ADHESIVES
A. Provide adhesive as recommended by weather barrier manufacturer.
2.06 ACCESSORIES
A. Flexible Flashing: Self-adhesive sheet flashing complying with ASTM D1970/D1970M, except
slip resistance requirement is waived if not installed on a roof.
B. Thinners and Cleaners: As recommended by material manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces and conditions are ready to accept the work of this section.
3.02 PREPARATION
A. Remove projections, protruding fasteners, and loose or foreign matter that might interfere with
proper installation.
B. Clean and prime substrate surfaces to receive adhesives in accordance with manufacturer's
instructions.
3.03 INSTALLATION
A. Install materials in accordance with manufacturer's instructions.
B. Water-Resistive Barriers: Install continuous barrier over surfaces indicated, with sheets lapped
to shed water but with seams not sealed.
C. Vapor Retarders: Install continuous air tight barrier over surfaces indicated, with sealed seams
and with sealed joints to adjacent surfaces.
D. Mechanically Fastened Sheets - On Exterior:
1. Install sheets shingle-fashion to shed water, with seams generally horizontal.
2. Overlap seams as recommended by manufacturer but at least 6 inches.
3. Overlap at outside and inside corners as recommended by manufacturer but at least 12
inches (305 mm).
4. For applications specified to be air tight, seal seams, laps, penetrations, tears, and cuts
with self-adhesive tape; use only large-headed, gasketed fasteners recommended by the
manufacturer.
5. Install water-resistive barrier over jamb flashings.
6. Install air barrier and vapor retarder UNDER jamb flashings.
7. Install head flashings under weather barrier.
8. At openings to be filled with frames having nailing flanges, wrap excess sheet into
opening; at head, seal sheet over flange and flashing.
E. Mechanically Fastened Sheets - Vapor Retarder On Interior:
1. When insulation is to be installed in assembly, install vapor retarder over insulation.
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07 2500 - 3 WEATHER BARRIERS
2. Seal seams, laps, perimeter edges, penetrations, tears, and cuts with self-adhesive tape,
making air tight seal.
3. Locate laps at a framing member; at laps fasten one sheet to framing member then tape
overlapping sheet to first sheet.
4. Seal entire perimeter to structure, window and door frames, and other penetrations.
5. Where conduit, pipes, wires, ducts, outlet boxes, and other items are installed in insulation
cavity, pass vapor retarder sheet behind item but over insulation and maintain air tight
seal.
F. Openings and Penetrations in Exterior Weather Barriers:
1. Install flashing over sills, covering entire sill frame member, extending at least 5 inches
(125 mm) onto weather barrier and at least 6 inches (150 mm) up jambs; mechanically
fasten stretched edges.
2. At openings to be filled with frames having nailing flanges, seal head and jamb flanges
using a continuous bead of sealant compressed by flange and cover flanges with sealing
tape at least 4 inches (100 mm) wide; do not seal sill flange.
3. At openings to be filled with non-flanged frames, seal weather barrier to each side of
opening framing, using flashing at least 9 inches (230 mm) wide, covering entire depth of
framing.
4. At head of openings, install flashing under weather barrier extending at least 2 inches (50
mm) beyond face of jambs; seal weather barrier to flashing.
5. At interior face of openings, seal gap between window/door frame and rough framing,
using joint sealant over backer rod.
6. Service and Other Penetrations: Form flashing around penetrating item and seal to
weather barrier surface.
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for additional requirements.
B. Obtain approval of installation procedures by the weather barrier manufacturer based on a
mock-up installed in place, prior to proceeding with remainder of installation.
C. Take digital photographs of each portion of the installation prior to covering up.
3.05 PROTECTION
A. Do not leave materials exposed to weather longer than recommended by manufacturer.
B. Do not leave paper- or felt-based barriers exposed to weather for longer than one week.
END OF SECTION 07 2500
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07 6200 - 1 SHEET METAL FLASHING AND
TRIM
SECTION 07 6200
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings, counterflashings, gutters, downspouts, and
copings.
B. Sealants for joints within sheet metal fabrications.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Wood nailers for sheet metal work.
B. Section 06 1000 - Rough Carpentry: Wood blocking for batten seams.
C. Section 07 7200 - Roof Accessories: Manufactured metal roof curbs.
1.03 REFERENCE STANDARDS
A. AAMA 2603 - Voluntary Specification, Performance Requirements and Test Procedures for
Pigmented Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix);
2017a.
B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2019a.
C. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.
D. ASTM B32 - Standard Specification for Solder Metal; 2008 (Reapproved 2014).
E. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2014.
F. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate
(Metric); 2014.
G. ASTM B749 - Standard Specification for Lead and Lead Alloy Strip, Sheet, and Plate Products;
2014.
H. CDA A4050 - Copper in Architecture - Handbook; current edition.
I. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods,
flashings, terminations, and installation details.
C. Samples: Submit two samples 2 by 2 inch (_______ mm) in size illustrating metal finish color.
1.05 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and
standard details, except as otherwise indicated.
B. Fabricator and Installer Qualifications: Company specializing in sheet metal work with ____
years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. Slope
metal sheets to ensure drainage.
B. Prevent contact with materials that could cause discoloration or staining.
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Pre-Finished Galvanized Steel: ASTM A653/A653M, with DuraTech® 5000: Polyvinylidine
Fluoride, full 70 percent Kynar 500/Hylar 5000, consisting of a baked-on 0.15-0.20 mil corrosion
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resistant primer and a baked-on 0.70-0.80 mil finish coat with a specular gloss of 8 to 15 when
tested in accordance with ASTM D523 at 60 degrees.
1. Color: As selected by Architect from manufacturer's standard colors.
B. Pre-Finished Aluminum: ASTM B209 (ASTM B209M); 0.032 inch (0.8 mm) thick; plain finish
shop pre-coated with modified silicone coating.
1. Modified Silicone Polyester Coating: Pigmented Organic Coating System, AAMA 2603;
baked enamel finish system.
2. Color: As selected by Architect from manufacturer's standard colors.
C. Lead Sheet: ASTM B749, 0.047 inch (1.19 mm) minimum thickness; UNS Number L51121.
2.02 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or defects.
B. Fabricate cleats of same type sheet metal, minimum ____ inches (12 mm) wide, interlocking
with sheet or as recommended by SMACNA manual or sheet metal manufacturer for application
but never less than thickness of material being secured.
C. Form pieces in longest possible lengths.
D. Hem exposed edges on underside 1/2 inch (13 mm); miter and seam corners.
E. Form material with flat lock seams, except where otherwise indicated; at moving joints, use
sealed lapped, bayonet-type or interlocking hooked seams.
F. Fabricate corners from one piece with minimum 18 inch (450 mm) long legs; seam for rigidity,
seal with sealant.
G. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form
drip.
2.03 GUTTER AND DOWNSPOUT FABRICATION
A. Downspouts: Square profile
B. Pre Finished Gutters and Downspouts: As noted on drawings.
C. Accessories: Profiled to suit gutters and downspouts.
1. Anchorage Devices: In accordance with SMACNA (ASMM) requirements.
2. Downspout Supports: Brackets.
D. Downspout Boots: Steel.
E. Downspout Extenders: Same material and finish as downspouts.
F. Seal metal joints.
2.04 ACCESSORIES
A. Fasteners: Galvanized steel, with soft neoprene washers.
B. Primer: Zinc chromate type.
C. Protective Backing Paint: Zinc molybdate alkyd.
D. Sealant to be Concealed in Completed Work: Non-curing butyl sealant.
E. Sealant: Type as specified in Section 079005.
F. Sealant to be Exposed in Completed Work: 1; elastomeric sealant, 100 percent silicone with
minimum movement capability of plus/minus 25 percent and recommended by manufacturer for
substrates to be sealed; clear.
G. Plastic Cement: ASTM D4586, Type I.
H. Solder: 1; Sn50 (50/50) type
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets
in place, and nailing strips located.
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07 6200 - 3 SHEET METAL FLASHING AND
TRIM
B. Verify roofing termination and base flashings are in place, sealed, and secure.
3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.
B. Install surface mounted reglets true to lines and levels, and seal top of reglets with sealant.
C. Back paint concealed metal surfaces with protective backing paint to a minimum dry film
thickness of 15 mil (0.4 mm).
3.03 INSTALLATION
A. Conform to drawing details and SMACNA Architectural Sheet Metal Manual.
B. Secure flashings in place using concealed fasteners, and use exposed fasteners only where
permitted..
C. Apply plastic cement compound between metal flashings and felt flashings.
D. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines
accurate to profiles.
E. Slope gutters 1/8 inch per foot minimum.
F. Connect downspouts to downspout boots, and grout connection watertight.
G. Daylight downspouts over storm sewer system ADS drain inlet, see civil drawings.
H. Provide miscellaneous flashings as detailed and otherwise required for a watertight assembly at
metal canopies.
1. Color: Pre-finished to match adjacent surfaces.
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for field inspection requirements.
B. Inspection will involve surveillance of work during installation to ascertain compliance with
specified requirements.
END OF SECTION 07 6200
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07 7200 - 1 ROOF ACCESSORIES
SECTION 07 7200
ROOF ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Roof hatches, manual and automatic operation, including smoke vents
1.02 RELATED REQUIREMENTS
A. Section 07 6200 - Sheet Metal Flashing and Trim: Roof accessory items fabricated from sheet
metal.
1.03 REFERENCE STANDARDS
A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2019a.
B. ASTM A792/A792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated
by the Hot-Dip Process; 2010 (Reapproved 2015).
C. UL (DIR) - Online Certifications Directory; Current Edition.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data sheets on each product to be used.
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
4. Maintenance requirements.
C. Warranty Documentation:
1. Submit manufacturer warranty.
2. Ensure that forms have been completed in Owner's name and registered with
manufacturer.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.
B. Store products under cover and elevated above grade.
1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS
2.01 ROOF HATCHES, MANUAL AND AUTOMATIC OPERATION
A. Roof Hatch Manufacturers:
1. BILCO Company; Type S - Ladder Access: www.bilco.com/#sle.
2. Substitutions: See Section 01 6000 - Product Requirements.
B. Roof Hatches and Smoke Vents: Factory-assembled aluminum frame and cover, complete with
operating and release hardware.
1. Style: Provide flat metal covers unless otherwise indicated.
2. Mounting: Provide frames and curbs suitable for mounting conditions as indicated on
drawings.
3. Size(s): Single-leaf style.
a. For Ladder Access: Single leaf; 30 by 36 inches (762 by 914 mm).
4. Provide manufacturers standard ladder up safety post.
C. Frames and Curbs: One-piece curb and frame with integral cap flashing to receive roof
flashings; extended bottom flange to suit mounting.
1. Material: Mill finished aluminum, 11 gage, 0.0907 inch (2.3 mm) thick.
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2. Insulation: Manufacturer's standard; 1 inch (25 mm) rigid glass fiber, located on outside
face of curb.
3. Curb Height: 12 inches (305 mm) from surface of roof deck, minimum.
D. Metal Covers: Flush, insulated, hollow metal construction.
1. Capable of supporting 40 psf (1.92 kPa) live load.
2. Insulation: Manufacturer's standard 1 inch (25 mm) rigid glass fiber.
3. Gasket: Neoprene, continuous around cover perimeter.
E. Hardware: Steel, zinc coated and chromate sealed, unless otherwise indicated or required by
manufacturer.
1. Lifting Mechanisms: Compression or torsion spring operator with shock absorbers that
automatically opens upon release of latch; capable of lifting covers despite 10 psf (475
kPa) load.
2. Hinges: Heavy duty pintle type.
3. Hold open arm with vinyl-coated handle for manual release.
4. Latch: Upon closing, engage latch automatically and reset manual release.
5. Manual Release: Pull handle on interior.
6. Locking: Padlock hasp on interior.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory
preparation before proceeding.
3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using methods recommended by manufacturer for achieving acceptable
results for applicable substrate under project conditions.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions, in manner that maintains roofing system
weather-tight integrity.
3.04 CLEANING
A. Clean installed work to like-new condition.
3.05 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Date of Substantial Completion.
END OF SECTION 07 7200
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07 9005 - 1 JOINT SEALERS
SECTION 07 9005
JOINT SEALERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Sealants and joint backing.
B. Precompressed foam sealers.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.
B. Section 072500 - Weather Barriers: Sealants required in conjunction with vapor retarders:
C. Section 08 8000 - Glazing: Glazing sealants and accessories.
D. Section 09 2116 - Gypsum Board Assemblies: Acoustic sealant.
1.03 REFERENCE STANDARDS
A. ASTM C834 - Standard Specification for Latex Sealants; 2014.
B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.
C. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.
D. ASTM D1667 - Standard Specification for Flexible Cellular Materials--Poly(Vinyl Chloride) Foam
(Closed-Cell); 2005 (Reapproved 2011).
E. SCAQMD 1168 - Adhesive and Sealant Applications; 1989 (Amended 2017).
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with other sections referencing this section.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating sealant chemical characteristics.
C. Samples: Submit two color charts illustrating sealant colors for selection.
D. Manufacturer's Installation Instructions: Indicate special procedures.
1.06 QUALITY ASSURANCE
A. Applicator Qualifications: Company specializing in performing the work of this section with
minimum 5 years documented experience.
1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after
installation.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight
seal and watertight seal, exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Gunnable and Pourable Sealants:
1. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.
2. Dow Corning Corporation: www.dowcorning.com.
3. Pecora Corporation: www.pecora.com.
4. Substitutions: See Section 01 6000 - Product Requirements.
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07 9005 - 2 JOINT SEALERS
B. Preformed Compressible Foam Sealers:
1. Sandell Manufacturing Company, Inc: www.sandellmfg.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 SEALANTS
A. Sealants and Primers - General: Provide only products having lower volatile organic compound
(VOC) content than required by South Coast Air Quality Management District Rule No.1168.
B. Exterior Expansion Joint Sealer: Precompressed foam sealer; urethane with water-repellent;
1. Face color: To be selected by Architect from manufacturer's standard range.
2. Size as required to provide weathertight seal when installed.
3. Provide product recommended by manufacturer for traffic-bearing use.
4. Applications: Use for:
a. Exterior wall expansion joints.
C. Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, nondrying, nonskinning, noncuring.
1. Applications: Use for:
a. Concealed sealant bead in sheet metal work.
b. Under thresholds.
D. General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C834, Type OP, Grade NF
single component, paintable.
1. Color: To be selected by Architect from manufacturer's standard range.
2. Applications: Use for:
a. Interior wall and ceiling control joints.
b. Joints between door and window frames and wall surfaces.
c. Other interior joints for which no other type of sealant is indicated.
E. Bathtub/Tile Sealant: White silicone; ASTM C920, Uses I, M and A; single component, mildew
resistant.
1. Applications: Use for:
a. Joints between plumbing fixtures and floor and wall surfaces.
b. Joints between kitchen and bath countertops and wall surfaces.
F. Interior Floor Joint Sealant: Polyurethane, self-leveling; ASTM C920, Grade P, Class 25, Uses
T, M and A; single component.
1. Approved by manufacturer for wide joints up to 1-1/2 inches.
2. Color: To be selected by Architect from manufacturer's standard range.
3. Applications: Use for:
a. Expansion joints in floors.
G. Concrete Paving Joint Sealant: Polyurethane, self-leveling; ASTM C920, Class 25, Uses T, I, M
and A; single component.
1. Color: To be selected by Architect from manufacturer's standard range.
2. Applications: Use for:
a. Joints in sidewalks and vehicular paving.
H. Type ___ - Silicone Sealant: ASTM C920, Grade NS, Class 25 minimum; Uses NT, A, G, M, O;
single component, neutral curing, non-sagging, non-staining, fungus resistant, non-bleeding.
1. Color: To be selected by Architect from manufacturer's standard range.
2. Movement Capability: Plus and minus 25 percent.
3. Service Temperature Range: -65 to 180 degrees F (-54 to 82 degrees C).
4. Shore A Hardness Range: 15 to 35.
5. Applications: Use for:
a. Joints in aluminum storefront framing system.
I. Silicone Elastomeric Adhesive: One-component, high-strength neutral cure silicone elastomeric
adhesive.
1. Product: UltraGlaze SSG 4000.
2. Color: To be selected by Architect from manufacturer's standard range.
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07 9005 - 3 JOINT SEALERS
3. Applications: Use for:
a. Joint between steel fabricated canopy member, metal decking, and sheet metal
flashing.
2.03 ACCESSORIES
A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.
B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer;
compatible with joint forming materials.
C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC;
oversized 30 to 50 percent larger than joint width.
D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit
application.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.
B. Verify that joint backing and release tapes are compatible with sealant.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean and prime joints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Protect elements surrounding the work of this section from damage or disfigurement.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of
surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck
dimension, and surface bond area as recommended by manufacturer, except where specific
dimensions are indicated.
D. Install bond breaker where joint backing is not used.
E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
F. Apply sealant within recommended application temperature ranges. Consult manufacturer
when sealant cannot be applied within these temperature ranges.
G. Tool joints concave.
H. Precompressed Foam Sealant: Do not stretch; avoid joints except at corners, ends, and
intersections; install with face 1/8 to 1/4 inch (3 to 6 mm) below adjoining surface.
3.04 CLEANING
A. Clean adjacent soiled surfaces.
3.05 PROTECTION
A. Protect sealants until cured.
END OF SECTION 07 9005
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07 9200 - 1 JOINT SEALANTS
SECTION 07 9200
JOINT SEALANTS
PART 2 PRODUCTS
1.01 JOINT SEALANT APPLICATIONS
A. Scope:
1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless
specifically indicated not to be sealed. Exterior joints to be sealed include, but are not
limited to, the following items.
a. Wall expansion and control joints.
b. Joints between door, window, and other frames and adjacent construction.
c. Joints between different exposed materials.
d. Openings below ledge angles in masonry.
e. Other joints indicated below.
2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior
joints to be sealed include, but are not limited to, the following items.
a. Joints between door, window, and other frames and adjacent construction.
b. Other joints indicated below.
3. Do not seal the following types of joints.
a. Intentional weepholes in masonry.
b. Joints indicated to be treated with manufactured expansion joint cover or some other
type of sealing device.
c. Joints where sealant is specified to be provided by manufacturer of product to be
sealed.
d. Joints where installation of sealant is specified in another section.
e. Joints between suspended panel ceilings/grid and walls.
B. Type ___ - Exterior Joints: Use non-sag non-staining silicone sealant, unless otherwise
indicated.
C. Type ___ - Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated.
1.02 JOINT SEALANTS - GENERAL
1.03 NONSAG JOINT SEALANTS
A. Type ___ - Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not
expected to withstand continuous water immersion or traffic.
1. Movement Capability: Plus and minus ____ percent, minimum.
2. Non-Staining To Porous Stone: Non-staining to light-colored natural stone when tested in
accordance with ASTM C1248.
3. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.
B. Type ___ - Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or
multi-component; not expected to withstand continuous water immersion or traffic.
1. Movement Capability: Plus and minus ____ percent, minimum.
END OF SECTION 07 9200
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08 1213 - 1 HOLLOW METAL FRAMES
SECTION 08 1213
HOLLOW METAL FRAMES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Non-fire-rated hollow metal frames for non-hollow metal doors.
B. Stainless steel hollow metal frames for non-hollow metal doors.
1.02 RELATED REQUIREMENTS
A. Section 08 1416 - Flush Wood Doors: Non-hollow metal door for hollow metal frames.
B. Section 08 7100 - Door Hardware: Hardware, silencers, and weatherstripping.
C. Section 08 8000 - Glazing: Glazed borrowed lites.
D. Section 09 9123 - Interior Painting: Field painting.
1.03 REFERENCE STANDARDS
A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.
B. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel
Doors, Frames and Frame Anchors; 2011.
C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2017.
D. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces
for Steel Doors and Frames; 2011.
E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2019a.
F. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.
G. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon,
Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability,
Solution Hardened, and Bake Hardenable; 2018.
H. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon,
Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and
Ultra-High Strength; 2018a.
I. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors and
Steel Frames; 2016.
J. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2017.
K. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames; 2002.
L. NAAMM HMMA 831 - Hardware Locations for Hollow Metal Doors and Frames; 2011.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements for submittal procedures.
B. Product Data: Materials and details of design and construction, hardware locations,
reinforcement type and locations, anchorage and fastening methods, and finishes; and one
copy of referenced grade standard.
C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and
identifying location of different finishes, if any.
D. Samples: Submit one sample of frame metal, 2 inch by 2 inch (50 mm by 50 mm), showing
factory finishes, colors, and surface textures.
E. Installation Instructions: Manufacturer's published instructions, including any special installation
instructions relating to this project.
F. Manufacturer's Certificate: Certification that products meet or exceed specified requirements.
180404 / DL Evans Bank -
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08 1213 - 2 HOLLOW METAL FRAMES
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum 5 years of documented experience.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Hollow Metal Frames with Integral Casings:
1. Steelcraft, an Allegion brand: www.allegion.com/us.
2. Curries, Assa Abloy; www.curries.com.
3. Substitutions: See Section 01 6000 - Product Requirements.
B. Hollow Metal Frames with Applied Casings, Prefinished:
C. Stainless Steel Hollow Metal Frames:
1. Steelcraft; FS Series Frames, an Allegion brand: www.allegion.com/us.
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 DESIGN CRITERIA
A. Refer to Door and Frame Schedule on the drawings for frame sizes, fire ratings, sound ratings,
finishing, door hardware to be installed, and other variations, if any.
B. Door Frame Type: Provide hollow metal door frames with integral casings.
C. Steel used for fabrication of frames shall conform to one or more of the following requirements;
galvannealed steel conforming to ASTM A653/A653M, cold-rolled steel conforming to ASTM
A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steel conforming to ASTM
A1011/A1011M, Commercial Steel (CS) Type B for each.
D. Accessibility: Conform to ICC A117.1 and ADA Standards.
E. Combined Requirements: If a particular door and frame unit is indicated to conform to more
than one type of requirement, conform to the specified requirements for each type; for instance,
an exterior frame that is also indicated as being sound-rated must conform to the requirements
specified for exterior frames and for sound-rated frames; where two requirements conflict,
conform to the most stringent.
F. Hardware Preparations, Selections and Locations: Comply with BHMA A156.115, NAAMM
HMMA 830, NAAMM HMMA 831 or ANSI/SDI A250.8 (SDI-100) in accordance with specified
requirements.
2.03 HOLLOW METAL DOOR FRAMES WITH INTEGRAL CASINGS
A. Type 1, Interior Door Frames, Non-Fire Rated: Knock-down type.
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 2 - Heavy-duty.
b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4.
c. Frame Metal Thickness: 16 gage, 0.053 inch (1.3 mm), minimum.
2. Frame Finish: Factory primed and field finished.
B. Type ___, Stainless Steel Interior Door AND Frames: Stainless steel door and frame, Type
304, in compliance with ASTM A666. Knock-down type.
1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).
a. Level 2 - Heavy-duty.
b. Physical Performance Level B, 500,000 cycles; in accordance with ANSI/SDI A250.4.
c. Frame Metal Thickness: 16 gage, 0.053 inch (1.3 mm), minimum.
d. Reinforce stainless steel frame as required for Owner provided Vault day gate.
2. Stainless Steel Finish: No. 6 - Dull satin finish, Tampico brushed.
2.04 HOLLOW METAL DOOR FRAMES WITH APPLIED CASINGS
A. Frame Type: Knockdown, slip-on drywall frames; separate jambs and head with separate
snap-on casings both sides; factory-applied finish on exposed surfaces.
1. Frame Material: Cold-rolled steel complying with ASTM A1008/A1008M.
180404 / DL Evans Bank -
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08 1213 - 3 HOLLOW METAL FRAMES
2. Casing Material: Formed steel.
3. Casing Profile: As indicated.
4. Finish: Factory-applied baked enamel finish, or electrostatically applied water-based paint.
a. Color: As selected from manufacturer's full line.
2.05 FINISHES
A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.
2.06 ACCESSORIES
A. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on center
mullion of pairs, and 2 on head of pairs without center mullions.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
C. Verify that finished walls are in plane to ensure proper door alignment.
3.02 INSTALLATION
A. Install frames in accordance with manufacturer's instructions and related requirements of
specified frame standards or custom guidelines indicated.
B. Coordinate frame anchor placement with wall construction.
C. Install door hardware as specified in Section 08 7100.
D. Coordinate installation of Owner provided vault day gate.
3.03 SCHEDULE
A. Refer to Door and Frame Schedule on the drawings.
END OF SECTION 08 1213
180404 / DL Evans Bank -
Rexburg
08 1416 - 1 FLUSH WOOD DOORS
SECTION 08 1416
FLUSH WOOD DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Flush wood doors; flush configuration; non-rated and acoustical.
1.02 RELATED REQUIREMENTS
A. Section 08 1213 - Hollow Metal Frames.
B. Section 08 7100 - Door Hardware.
C. Section 08 8000 - Glazing.
1.03 REFERENCE STANDARDS
A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014, with Errata (2018).
B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.1;
2016, with Errata (2018).
C. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2019.
D. WDMA I.S. 1A - Interior Architectural Wood Flush Doors; 2013.
E. WI (CCP) - Certified Compliance Program (CCP); Current Edition.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Indicate door core materials and construction; veneer species, type and
characteristics.
C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling,
blocking for hardware, factory machining, factory finishing, cutouts for glazing and other details.
1. Provide information as required by AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS).
D. Specimen warranty.
E. Samples: Submit two samples of door veneer, 6x6 inch (____ by ____ mm) in size illustrating
wood grain, stain color, and sheen.
F. Warranty, executed in Owner's name.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum 5 years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Package, deliver and store doors in accordance with specified quality standard.
B. Accept doors on site in manufacturer's packaging. Inspect for damage.
C. Protect doors with resilient packaging sealed with heat shrunk plastic. Do not store in damp or
wet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges with
tinted sealer if stored more than one week. Break seal on site to permit ventilation.
1.07 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Interior Doors: Provide manufacturer's warranty for the life of the installation.
C. Include coverage for delamination of veneer, warping beyond specified installation tolerances,
defective materials, and telegraphing core construction.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Wood Veneer Faced Doors:
180404 / DL Evans Bank -
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08 1416 - 2 FLUSH WOOD DOORS
1. Substitutions: See Section 01 6000 - Product Requirements.
2.02 DOORS AND PANELS
A. Doors: Refer to drawings for locations and additional requirements.
1. Quality Standard: Custom Grade, Heavy Duty performance, in accordance with WDMA
I.S. 1A.
2. Wood Veneer Faced Doors: 5-ply unless otherwise indicated.
B. Interior Doors: 1-3/4 inches (44 mm) thick unless otherwise indicated; flush construction.
1. Provide solid core doors at all locations.
2. STC rating: 30
3. Wood veneer facing with transparent finish where indicated on drawings.
2.03 DOOR AND PANEL CORES
A. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies and
faces as indicated above. Door Cores must contain no added urea-formaldehyde resins.
B. Sound-Rated Doors: Equivalent to type, with particleboard core (PC) construction as required
to achieve STC rating specified; plies and faces as indicated above.
2.04 DOOR FACINGS
A. Wood Veneer Facing for Transparent Finish: White birch, veneer grade as specified by quality
standard, rotary cut, book veneer match, running assembly match; unless otherwise indicated.
1. Vertical Edges: Any option allowed by quality standard for grade.
2. "Pair Match" each pair of doors; "Set Match" pairs of doors within 10 feet (3 m) of each
other when doors are closed.
3. Wood Veneer Facing shall be sourced from within the United States.
B. Facing Adhesive: Type I - waterproof.
2.05 DOOR CONSTRUCTION
A. Fabricate doors in accordance with door quality standard specified.
B. Cores Constructed with stiles and rails:
1. Provide solid blocks at lock edge and top of door for closer for hardware reinforcement.
C. Factory machine doors for hardware other than surface-mounted hardware, in accordance with
hardware requirements and dimensions.
D. Factory fit doors for frame opening dimensions identified on shop drawings, with edge
clearances in accordance with specified quality standard.
1. Exception: Doors to be field finished.
E. Provide edge clearances in accordance with the quality standard specified.
F. Provide flush molding for glass lites to match specie of door face veneer.
2.06 FACTORY FINISHING - WOOD VENEER DOORS
A. Finish work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), Section 5 -
Finishing for grade specified and as follows:
1. Transparent:
a. System - 5, Varnish, Conversion.
b. Stain: As selected by Architect from manufacturer's full range.
c. Sheen: Satin.
B. Finish work in accordance with WDMA I.S. 1A for grade specified and as follows:
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
180404 / DL Evans Bank -
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08 1416 - 3 FLUSH WOOD DOORS
C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or
alignment.
3.02 INSTALLATION
A. Install doors in accordance with manufacturer's instructions and specified quality standard.
B. Factory-Finished Doors: Do not field cut or trim; if fit or clearance is not correct, replace door.
C. Use machine tools to cut or drill for hardware.
D. Coordinate installation of doors with installation of frames and hardware.
3.03 TOLERANCES
A. Conform to specified quality standard for fit and clearance tolerances.
B. Conform to specified quality standard for telegraphing, warp, and squareness.
3.04 ADJUSTING
A. Adjust doors for smooth and balanced door movement.
B. Adjust closers for full closure.
3.05 SCHEDULE
A. Refer to Door and Frame Schedule appended to this section.
END OF SECTION 08 1416
180404 / DL Evans Bank -
Rexburg
08 4313 - 1 ALUMINUM-FRAMED
STOREFRONTS
SECTION 08 4313
ALUMINUM-FRAMED STOREFRONTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Aluminum-framed exterior storefront, with vision glass.
B. Aluminum-framed interior storefront, with vision glass.
C. Aluminum exterior doors and frames.
D. Aluminum interior doors and frames.
E. Aluminum outrigger sunshade.
1.02 RELATED REQUIREMENTS
A. Section 08 7100 - Door Hardware: Hardware items other than specified in this section.
B. Section 08 8000 - Glazing: Glass and glazing accessories.
1.03 REFERENCE STANDARDS
A. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; 2015.
B. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; 2014 (2015 Errata).
C. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.
D. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and
Steel Products; 2017.
E. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes; 2014.
F. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes (Metric); 2013.
G. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights,
Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000 (Reapproved 2016).
H. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed.
2004).
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide component dimensions, describe components within assembly,
anchorage and fasteners, glass and infill, and internal drainage details .
C. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances,
affected related Work, expansion and contraction joint location and details, and field welding
required.
D. Design Data: Provide framing member structural and physical characteristics, engineering
calculations, and dimensional limitations.
E. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Designer Qualifications: Design structural support framing components under direct
supervision of a Professional Structural Engineer experienced in design of this Work and
licensed in the State in which the Project is located.
B. Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminum
glazing systems with minimum 5 years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Handle products of this section in accordance with AAMA CW-10.
180404 / DL Evans Bank -
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08 4313 - 2 ALUMINUM-FRAMED
STOREFRONTS
B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed
coatings that bond to aluminum when exposed to sunlight or weather.
1.07 FIELD CONDITIONS
A. Do not install sealants when ambient temperature is less than 40 degrees F (5 degrees C).
Maintain this minimum temperature during and 48 hours after installation.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Aluminum-Framed Storefront and Doors:
1. Trulite Glass and Aluminum Solutions: www.trulite.com
B. Substitutions: See Section 01 6000 - Product Requirements.
2.02 STOREFRONT
A. Aluminum-Framed Exterior Storefront: Factory fabricated, factory finished aluminum framing
members with infill, and related flashings, anchorage and attachment devices.
1. Glazing Position: Centered (front to back).
2. Finish: Superior performing organic coatings.
a. Factory finish all surfaces that will be exposed in completed assemblies.
b. Touch-up surfaces cut during fabrication so that no natural aluminum is visible in
completed assemblies, including joint edges.
3. Fabrication: Joints and corners flush, hairline, and weatherproof, accurately fitted and
secured; prepared to receive anchors and hardware; fasteners and attachments concealed
from view; reinforced as required for imposed loads.
4. Construction: Eliminate noises caused by wind and thermal movement, prevent vibration
harmonics, and prevent "stack effect" in internal spaces.
5. System Internal Drainage: Drain to the exterior by means of a weep drainage network any
water entering joints, condensation occurring in glazing channel, and migrating moisture
occurring within system.
6. Expansion/Contraction: Provide for expansion and contraction within system components
caused by cycling temperature range of 170 degrees F (95 degrees C) over a 12 hour
period without causing detrimental effect to system components, anchorages, and other
building elements.
7. Movement: Allow for movement between storefront and adjacent construction, without
damage to components or deterioration of seals.
8. Perimeter Clearance: Minimize space between framing members and adjacent
construction while allowing expected movement.
B. Aluminum-Framed Interior Storefront: Factory fabricated, factory finished aluminum framing
members with infill, and related anchorage and attachment devices.
1. Glazing Position: Centered (front to back).
2. Finish: Superior performing organic coatings.
a. Factory finish all surfaces that will be exposed in completed assemblies.
b. Touch-up surfaces cut during fabrication so that no natural aluminum is visible in
completed assemblies, including joint edges.
3. Fabrication: Joints and corners flush, and hairline accurately fitted and secured; prepared
to receive anchors and hardware; fasteners and attachments concealed from view;
reinforced as required for imposed loads.
4. Movement: Allow for movement between storefront and adjacent construction, without
damage to components or deterioration of seals.
5. Perimeter Clearance: Minimize space between framing members and adjacent
construction while allowing expected movement.
2.03 COMPONENTS
A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section
insulated from exterior, drainage holes and internal weep drainage system.
180404 / DL Evans Bank -
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08 4313 - 3 ALUMINUM-FRAMED
STOREFRONTS
1. Glazing Stops: Flush.
2. Structurally Reinforced Members: Extruded aluminum with internal reinforcement of
structural steel member.
B. Glazing: As specified in Section 08 8000.
C. Swing Doors: Glazed aluminum.
1. Basis of Design: Kawneer 500 Wide Stile entrance.
2. Thickness: 1-3/4 inches (43 mm).
3. Top Rail: ____ inches (5 mm) wide.
4. Vertical Stiles: ____ inches (5 mm) wide.
5. Bottom Rail: 10 inches (254 mm) wide.
6. Glazing Stops: Square.
7. Finish: Same as storefront.
D. Sunshade Outrigger:
1. Basis of Design: Kawneer Versoleil SunShade, Outrigger System.
2. Outriggers: 30" square.
3. Facia: Rectangular.
4. Blades: Planar.
2.04 MATERIALS
A. Extruded Aluminum: ASTM B221 (ASTM B221M).
B. Structural Steel Sections: ASTM A36/A36M; galvanized in accordance with requirements of
ASTM A123/A123M.
C. Fasteners: Stainless steel.
D. Glazing: As specified in Section 088000.
E. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration
requirements.
F. Glazing Accessories: As specified in Section 08 8000.
G. Touch-Up Primer for Galvanized Steel Surfaces: SSPC-Paint 20, zinc rich.
2.05 FINISHES
A. Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating not less than
0.7 mils (0.018 mm) thick.
2.06 HARDWARE
A. Door Hardware: As specified in Section 087100 - Door Hardware.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify dimensions, tolerances, and method of attachment with other work.
B. Verify that wall openings and adjoining air and vapor seal materials are ready to receive work of
this section.
3.02 INSTALLATION
A. Install wall system in accordance with manufacturer's instructions.
B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and
other irregularities.
C. Provide alignment attachments and shims to permanently fasten system to building structure.
D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional
tolerances, aligning with adjacent work.
E. Provide thermal isolation where components penetrate or disrupt building insulation.
F. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam.
180404 / DL Evans Bank -
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08 4313 - 4 ALUMINUM-FRAMED
STOREFRONTS
G. Where fasteners penetrate sill flashings, make watertight by seating and sealing fastener heads
to sill flashing.
H. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of
thermal barrier.
I. Set thresholds in bed of sealant and secure.
J. Install hardware using templates provided.
1. See Section 08 7100 for hardware installation requirements.
K. Install glass and infill panels in accordance with Section 08 8000, using glazing method required
to achieve performance criteria.
L. Touch-up minor damage to factory applied finish; replace components that cannot be
satisfactorily repaired.
3.03 TOLERANCES
A. Maximum Variation from Plumb: 0.06 inch per 3 feet (1.5 mm per m) non-cumulative or 0.06
inch per 10 feet (1.5 mm per 3 m), whichever is less.
B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch (0.8 mm).
3.04 ADJUSTING
A. Adjust operating hardware and sash for smooth operation.
3.05 CLEANING
A. Remove protective material from pre-finished aluminum surfaces.
3.06 PROTECTION
A. Protect installed products from damage until Date of Substantial Completion.
END OF SECTION 08 4313
SECTION 087100
DOOR HARDWARE W/TAGS
180404 / DL Evans Bank – Rexburg 087100 - 1 DOOR HARDWARE W/TAGS
HW SET NO: 01
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
106A 106B
EACH TO HAVE:
HARDWARE BY VAULT MFG B/O
HW SET NO: 02
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
107 109 110 111 112
EACH TO HAVE:
3 EA HINGE 3CB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET AL10S JUP 626 SCH
1 EA WALL STOP WS407CCV 630 IVE
1 EA PERIMETER SEAL FRAME MFG STD B/O
HW SET NO: 03
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
115
EACH TO HAVE:
3 EA HINGE 3CB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET AL10S JUP 626 SCH
1 EA SURFACE CLOSER 4031 REG OR PA AS REQ WMS 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS407CCV 630 IVE
3 EA SILENCER SR64 GY IVE
HW SET NO: 04
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
104
EACH TO HAVE:
2 EA SPRING HINGE 3SP1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET AL10S JUP 626 SCH
1 EA FLOOR STOP FS439 630 IVE
2 EA SILENCER SR65 GY IVE
HW SET NO: 05
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
116 117
EACH TO HAVE:
3 EA HINGE 3CB1 4.5 X 4.5 652 IVE
1 EA DOOR BOLT OCC IND B571 626 SCH
SECTION 087100
DOOR HARDWARE W/TAGS
180404 / DL Evans Bank – Rexburg 087100 - 2 DOOR HARDWARE W/TAGS
1 EA PUSH PLATE 8200 4" X 16" CFC 630 IVE
1 EA PULL PLATE 8305 8" 4" X 16" CFC 630 IVE
1 EA SURFACE CLOSER 4031 REG OR PA AS REQ WMS 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS407CCV 630 IVE
1 EA GASKETING 188SBK PSA BK ZER
1 EA COAT AND HAT HOOK 507 626 IVE
HW SET NO: 06
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
114
EACH TO HAVE:
3 EA HINGE 3CB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK AL80TD JUP 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4031 REG OR PA AS REQ WMS 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS407CCV 630 IVE
3 EA SILENCER SR64 GY IVE
HW SET NO: 07
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
113
EACH TO HAVE:
3 EA HINGE 3CB1 4.5 X 4.5 652 IVE
1 EA ELEC CLASSROOM
LOCK
AD-200-CY-70-KP-ATH-JD 626 SCE
1 EA FSIC CORE 23-030 626 SCH
1 EA SURFACE CLOSER 4031 REG OR PA AS REQ WMS 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS407CCV 630 IVE
3 EA SILENCER SR64 GY IVE
HW SET NO: 08
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
105
EACH TO HAVE:
3 EA HINGE 3CB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK AL80TD JUP 626 SCH
1 EA FSIC CORE 23-030 626 SCH
1 EA WALL STOP WS407CCV 630 IVE
3 EA SILENCER SR64 GY IVE
SECTION 087100
DOOR HARDWARE W/TAGS
180404 / DL Evans Bank – Rexburg 087100 - 3 DOOR HARDWARE W/TAGS
HW SET NO: A
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
101A 102
EACH TO HAVE:
2 EA CONT. HINGE 112HD EPT 628 IVE
2 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC
HARDWARE
RX-QEL+-3549A-EO-SNB 626 VON
1 EA ELEC PANIC
HARDWARE
RX-QEL-3549A-T-360T 626 VON
1 EA FSIC RIM CYL
HOUSING
20-079 626 SCH
1 EA FSIC CORE 23-030 626 SCH
2 EA LONG DOOR PULL 9264F 36" 20" STD 630 IVE
2 EA OH STOP 100S ADJ 630 GLY
2 EA SURFACE CLOSER 4040XP EDAW/62G 689 LCN
2 EA PA MOUNTING PLATE 4040-18PA 689 LCN
2 EA DOOR CONTACT 679-05HM BL SCE
1 EA POWER SUPPLY PS902 900-2RS-FA LGR VON
1 SET PERIMETER SEALS DOOR MFG STD AL B/O
1 EA THRESHOLD DOOR MFG STD AL B/O
AUTO LOCK/UNLOCK THROUGH SECURITY SYSTEM FOR PUSH/PULL OPERATION DURING
NORMAL BUSINESS HOURS. DOOR POSITION IS MONITORED THROUGH ACCESS CONTROL
SYSTEM. REX IS IN EXIT DEVICE PUSH BAR.
HW SET NO: A1
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
101B
EACH TO HAVE:
2 EA CONT. HINGE 112HD 628 IVE
1 EA PANIC HARDWARE CD-3549A-EO 643E VON
1 EA PANIC HARDWARE CD-3549A-T-360T 626 VON
2 EA MORTISE CYLINDER 20-059 XQ11-948 626 SCH
1 EA FSIC RIM CYL
HOUSING
20-079 626 SCH
3 EA FSIC CORE 23-030 626 SCH
2 EA LONG DOOR PULL 9264F 36" 20" STD 630 IVE
2 EA OH STOP 100S ADJ 630 GLY
2 EA SURFACE CLOSER 4040XP EDAW/62G 689 LCN
2 EA PA MOUNTING PLATE 4040-18PA 689 LCN
2 EA DOOR CONTACT 679-05HM BL SCE
1 SET PERIMETER SEALS DOOR MFG STD AL B/O
AUTO LOCK/UNLOCK THROUGH SECURITY SYSTEM FOR PUSH/PULL OPERATION DURING
NORMAL BUSINESS HOURS. DOOR POSITION IS MONITORED THROUGH ACCESS CONTROL
SYSTEM.
Project: DL Evans Rexburg Control #: Print Date:
Company: Allegion Version #: Ver Date: Page 1 of 1
Door/Hardware Index
Mark # HW Set #
101A A
101B A1
102 A
104 04
105 08
106a 01
106b 01
107 02
109 05
110 02
111 02
112 02
113 07
114 06
115 03
116 05
117 05
180404 / DL Evans Bank -
Rexburg
08 8000 - 1 GLAZING
SECTION 08 8000
GLAZING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Insulating glass units.
B. Glazing units.
C. Glazing compounds and accessories.
1.02 RELATED REQUIREMENTS
A. Section 081116 - Aluminum Doors and Frames
B. Section 08 1416 - Flush Wood Doors: Glazed lites in doors.
C. Section 08 4313 - Aluminum-Framed Storefronts: Glazing furnished as part of storefront
assembly.
1.03 REFERENCE STANDARDS
A. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers; 2005 (Reapproved 2015).
B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2018.
C. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass;
2018.
D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.
E. ASTM C1376 - Standard Specification for Pyrolytic and Vacuum Deposition Coatings on Flat
Glass; 2015.
F. ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings; 2016.
G. ASTM E2190 - Standard Specification for Insulating Glass Unit Performance and Evaluation;
2010.
H. GANA (GM) - GANA Glazing Manual; 2008.
I. GANA (SM) - GANA Sealant Manual; 2008.
J. NFRC 100 - Procedure for Determining Fenestration Product U-factors; 2017.
K. NFRC 200 - Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and
Visible Transmittance at Normal Incidence; 2014, with Errata (2017).
L. NFRC 300 - Test Method for Determining the Solar Optical Properties of Glazing Materials and
Systems; 2017.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of
this section; require attendance by each of the affected installers.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data on Insulating Glass Unit and Glazing Unit Glazing Types: Provide structural,
physical and environmental characteristics, size limitations, special handling and installation
requirements.
C. Product Data on Glazing Compounds and Accessories: Provide chemical, functional, and
environmental characteristics, limitations, special application requirements. Identify available
colors.
D. Certificates: Certify that products meet or exceed specified requirements.
E. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been
completed in Owner's name and registered with manufacturer.
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F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Insulating Glass Units: One of each glass size and each glass type.
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with GANA (GM) and GANA (SM) for glazing installation methods.
Maintain one copy on site.
B. Installer Qualifications: Company specializing in performing the work of this section with
minimum five years documented experience.
1.07 FIELD CONDITIONS
A. Do not install glazing when ambient temperature is less than 40 degrees F (4 degrees C).
B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing
compounds.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Insulating Glass Units: Provide a ten (10) year manufacturer warranty to include coverage for
seal failure, interpane dusting or misting, including replacement of failed units.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Float Glass Manufacturers:
1. Vitro Architectural Glass (formerly PPG Glass); _____: www.vitroglazings.com/#sle.
2. Substitutions: Refer to Section 01 6000 - Product Requirements.
2.02 PERFORMANCE REQUIREMENTS - EXTERIOR GLAZING ASSEMBLIES
A. Provide type and thickness of exterior glazing assemblies to support assembly dead loads, and
to withstand live loads caused by positive and negative wind pressure acting normal to plane of
glass.
1. Comply with ASTM E1300 for design load resistance of glass type, thickness, dimensions,
and maximum lateral deflection of supported glass.
2. Provide glass edge support system sufficiently stiff to limit the lateral deflection of
supported glass edges to less than 1/175 of their lengths under specified design load.
3. Glass thicknesses listed are minimum.
B. Vapor Retarder and Air Barrier Seals: Provide completed assemblies that maintain continuity of
building enclosure vapor retarder and air barrier.
1. In conjunction with vapor retarder and joint sealer materials described in other sections.
C. Thermal and Optical Performance: Provide exterior glazing products with performance
properties as indicated. Performance properties are in accordance with manufacturer's
published data as determined with the following procedures and/or test methods:
1. Center of Glass U-Value: Comply with NFRC 100 using Lawrence Berkeley National
Laboratory (LBNL) WINDOW 6.3 computer program.
2. Center of Glass Solar Heat Gain Coefficient (SHGC): Comply with NFRC 200 using
Lawrence Berkeley National Laboratory (LBNL) WINDOW 6.3 computer program.
3. Solar Optical Properties: Comply with NFRC 300 test method.
2.03 GLASS MATERIALS
A. Float Glass: Provide float glass based glazing unless noted otherwise.
1. Heat-Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and FT.
2.04 INSULATING GLASS UNITS
A. Manufacturers:
1. Vitro Architectural Glass (formerly PPG Glass); _____: www.vitroglazings.com/#sle.
2. Substitutions: Refer to Section 01 6000 - Product Requirements.
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B. Insulating Glass Units: Types as indicated.
1. Durability: Certified by an independent testing agency to comply with ASTM E2190.
2. Coated Glass: Comply with requirements of ASTM C1376 for pyrolytic (hard-coat) or
magnetic sputter vapor deposition (soft-coat) type coatings on flat glass; coated vision
glass, Kind CV; coated overhead glass, Kind CO; or coated spandrel glass, Kind CS.
3. Metal Edge Spacers: Aluminum, bent and soldered corners.
4. Spacer Color: Black.
5. Edge Seal:
a. Dual-Sealed System: Provide polyisobutylene sealant as primary seal applied
between spacer and glass panes, and silicone, polysulfide, or polyurethane sealant as
secondary seal applied around perimeter.
6. Color: Black.
7. Purge interpane space with dry air, hermetically sealed.
2.05 BASIS OF DESIGN - INSULATING GLASS UNITS
A. Type T-1, F-1 - Insulating Glass Units: Vision glazing, with Low-E coating.
1. Applications: Exterior insulating glass glazing unless otherwise indicated.
2. Space between lites filled with air.
3. Total Thickness: 1 inch (25.4 mm).
4. Thermal Transmittance (U-Value), 0.27 or less: _____, nominal.
5. Visible Light Transmittance (VLT): 64 percent, nominal.
6. Solar Heat Gain Coefficient (SHGC):.27, nominal.
7. Glazing Method: Dry glazing method, tape and gasket spline.
8. Basis of Design - Vitro Architectural Glass (formerly PPG Glass):
www.vitroglazings.com/#sle.
9. Outboard Lite: T-1 Fully tempered float glass, F-1 annealed float glass, 1/4 inch (6 mm)
thick, minimum.
a. Low-E Coating: Vitro Architectural Glass (formerly PPG Glass) Solarban 60 on #2
surface.
b. Glass: Clear.
10. Inboard Lite: T-1 Fully tempered float glass, F-1 annealed float glass, 1/4 inch (6 mm)
thick.
a. Glass: Clear.
2.06 GLAZING UNITS
A. Type T-2, F-2 - Monolithic Interior Vision Glazing:
1. Applications: Interior glazing unless otherwise indicated.
2. Glass Type: T-2 Fully tempered float glass, F-2 annealed float glass.
3. Tint: Clear.
4. Thickness: 1/4 inch (6.4 mm), nominal.
2.07 GLAZING COMPOUNDS
A. Type GC-2 - Butyl Sealant: Single component; ASTM C920, Grade NS, Class 12-1/2, Uses M
and A, Shore A hardness of 10 to 20; black color.
2.08 ACCESSORIES
A. Setting Blocks: Neoprene, with 80 to 90 Shore A durometer hardness; ASTM C864 Option II.
Length of 0.1 inch for each square foot (25 mm for each square meter) of glazing or minimum 4
inch (100 mm) x width of glazing rabbet space minus 1/16 inch (1.5 mm) x height to suit glazing
method and pane weight and area.
B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness; ASTM C864 Option II.
Minimum 3 inch (75 mm) long x one half the height of the glazing stop x thickness to suit
application, self adhesive on one face.
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C. Glazing Tape, Back Bedding Mastic Type: Preformed, butyl-based, 100 percent solids
compound with integral resilient spacer rod applicable to application indicated; 5 to 30 cured
Shore A durometer hardness; coiled on release paper; black color.
D. Glazing Gaskets: Resilient silicone extruded shape to suit glazing channel retaining slot; ASTM
C864 Option II; color black.
E. Glazing Clips: Manufacturer's standard type.
PART 3 EXECUTION
3.01 VERIFICATION OF CONDITIONS
A. Verify that openings for glazing are correctly sized and within tolerances, including those for
size, squareness, and offsets at corners.
B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may
impede moisture movement, weeps are clear, and support framing is ready to receive glazing
system.
3.02 PREPARATION
A. Clean contact surfaces with appropriate solvent and wipe dry within maximum of 24 hours
before glazing. Remove coatings that are not tightly bonded to substrates.
B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.
C. Prime surfaces scheduled to receive sealant where required for proper sealant adhesion.
3.03 INSTALLATION, GENERAL
A. Install glazing sealants in accordance with ASTM C1193, GANA (SM), and manufacturer's
instructions.
3.04 INSTALLATION - DRY GLAZING METHOD (TAPE AND GASKET SPLINE GLAZING)
A. Application - Exterior Glazed: Set glazing infills from the exterior of the building.
B. Cut glazing tape to length; install on glazing pane. Seal corners by butting tape and sealing
junctions with butyl sealant.
C. Place setting blocks at 1/4 points with edge block no more than 6 inch (152 mm) from corners.
D. Rest glazing on setting blocks and push against fixed stop with sufficient pressure to attain full
contact.
E. Install removable stops without displacing glazing spline. Exert pressure for full continuous
contact.
F. Carefully trim protruding tape with knife.
3.05 CLEANING
A. Remove excess glazing materials from finish surfaces immediately after application using
solvents or cleaners recommended by manufacturers.
B. Remove non-permanent labels immediately after glazing installation is complete.
C. Clean glass and adjacent surfaces after sealants are fully cured.
D. Clean glass on both exposed surfaces not more than 4 days prior to Date of Substantial
Completion in accordance with glass manufacturer's written recommendations.
END OF SECTION 08 8000
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09 2116 - 1 GYPSUM BOARD ASSEMBLIES
SECTION 09 2116
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Metal stud wall framing.
B. Metal channel ceiling framing.
C. Cementitious backing board.
D. Gypsum wallboard.
E. Textured finish system.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.
B. Section 06 1000 - Rough Carpentry: Wood blocking product and execution requirements.
C. Section 07 2100 - Thermal Insulation: Acoustic insulation.
D. Section 07 2500 - Weather Barriers: Water-resistive barrier over sheathing.
1.03 REFERENCE STANDARDS
A. ANSI A108.11 - American National Standard Specifications for Interior Installation of
Cementitious Backer Units; 2010 (Reaffirmed 2016).
B. ANSI A118.9 - American National Standard Specifications for Test Methods and Specifications
for Cementitious Backer Units; 1999 (Reaffirmed 2016).
C. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board; 2017.
D. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members; 2018.
E. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive
Screw-Attached Gypsum Panel Products; 2018.
F. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2019a.
G. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel
Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm)
in Thickness; 2018.
H. ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for Application of
Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2018.
I. ASTM C1047 - Standard Specification for Accessories For Gypsum Wallboard and Gypsum
Veneer Base; 2014a (Reapproved 2019).
J. ASTM C1325 - Standard Specification for Fiber-Mat Reinforced Cementitious Backer Units;
2019.
K. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2017.
L. GA-216 - Application and Finishing of Gypsum Panel Products; 2016.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing gypsum board installation and
finishing, with minimum __ years of experience.
PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA-216.
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2.02 METAL FRAMING MATERIALS
A. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of size
and properties necessary to comply with ASTM C754 for the spacing indicated, with maximum
deflection of wall framing of L/120 at 5 psf (L/120 at 240 Pa).
1. Studs: "C" shaped with flat or formed webs with knurled faces.
2. Runners: U shaped, sized to match studs.
3. Ceiling Channels: C-shaped.
B. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required.
C. Partition Head To Structure Connections: Provide track fastened to structure with legs of
sufficient length to accommodate deflection, for friction fit of studs cut short and fastened as
indicated on drawings.
2.03 BOARD MATERIALS
A. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to
minimize joints in place; ends square cut.
1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.
2. Thickness:
a. Vertical Surfaces: 5/8 inch (16 mm).
b. Ceilings: 5/8 inch (16 mm).
B. Backing Board For Wet Areas:
1. Application: Surfaces in wet areas including restroom walls.
2. ANSI Cement-Based Board: Non-gypsum-based; aggregated Portland cement panels
with glass fiber mesh embedded in front and back surfaces complying with ANSI A118.9 or
ASTM C1325.
a. Thickness: 1/2 inch (12.7 mm).
2.04 ACCESSORIES
A. Acoustic Insulation: As specified in Section 07 2100.
B. Acoustic Sealant: Acrylic emulsion latex or water-based elastomeric sealant; do not use
solvent-based non-curing butyl sealant.
C. Beads, Joint Accessories, and Other Trim: ASTM C1047, rigid plastic, galvanized steel, or
rolled zinc, unless noted otherwise.
D. Screws for Fastening of Gypsum Panel Products to Cold-Formed Steel Studs Less than 0.033
inch (0.84 mm) in Thickness and Wood Members: ASTM C1002; self-piercing tapping screws,
corrosion resistant.
E. Screws for Fastening of Gypsum Panel Products to Steel Members from 0.033 to 0.112 inch
(0.84 to 2.84 mm) in Thickness: ASTM C954; steel drill screws, corrosion resistant.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to commence.
3.02 FRAMING INSTALLATION
A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's instructions.
B. Suspended Ceilings and Soffits: Space framing and furring members as indicated.
C. Studs: Space studs at 16 inches on center (at 406 mm on center).
1. Extend partition framing to structure in all locations.
2. Partitions Terminating at Structure: Attach extended leg top runner to structure, maintain
clearance between top of studs and structure, and brace both flanges of studs with
continuous bridging.
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3.03 ACOUSTIC ACCESSORIES INSTALLATION
A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and around
electrical and mechanical items within partitions, and tight to items passing through partitions.
B. Acoustic Sealant: Install in accordance with manufacturer's instructions.
3.04 BOARD INSTALLATION
A. Comply with ASTM C840, GA-216, and manufacturer's instructions. Install to minimize butt end
joints, especially in highly visible locations.
B. Cementitious Backing Board: Install over steel framing members where indicated, in
accordance with ANSI A108.11 and manufacturer's instructions.
3.05 TEXTURE FINISH
A. Apply finish texture coating by means of trowel in accordance with manufacturer's
instructionsand to match approved sample.
B. Texture Required: Lite Smooth Santa Fe. Provide sample for Architect/Owner Approval.
3.06 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet
(3 mm in 3 m) in any direction.
END OF SECTION 09 2116
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09 3000 - 1 TILING
SECTION 09 3000
TILING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Tile for floor applications.
B. Ceramic trim.
C. Non-ceramic trim.
1.02 REFERENCE STANDARDS
A. ANSI A108.1a - American National Standard Specifications for Installation of Ceramic Tile in the
Wet-Set Method, with Portland Cement Mortar; 2014.
B. ANSI A108.1b - American National Standard Specifications for Installation of Ceramic Tile on a
Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex-Portland Cement Mortar; 1999
(Reaffirmed 2010).
C. ANSI A108.1c - Specifications for Contractors Option: Installation of Ceramic Tile in the
Wet-Set Method with Portland Cement Mortar or Installation of Ceramic Tile on a Cured
Portland Cement Mortar Bed with Dry-Set or Latex-Portland Cement; 1999 (Reaffirmed 2010).
D. ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tile with
Organic Adhesives or Water Cleanable Tile-Setting Epoxy Adhesive; 2009 (Revised).
E. ANSI A108.5 - American National Standard Specifications for Installation of Ceramic Tile with
Dry-Set Portland Cement Mortar or Latex-Portland Cement Mortar; 1999 (Reaffirmed 2010).
F. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile with
Chemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy; 1999 (Reaffirmed
2010).
G. ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tile with
Chemical Resistant Furan Resin Mortar and Grout; 1999 (Reaffirmed 2010).
H. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile with
Modified Epoxy Emulsion Mortar/Grout; 1999 (Reaffirmed 2010).
I. ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework;
1999 (Reaffirmed 2010).
J. ANSI A108/A118/A136.1 - American National Standard Specifications for the Installation of
Ceramic Tile (Compendium); 2017.
K. ANSI A108.12 - American National Standard for Installation of Ceramic Tile with EGP (Exterior
Glue Plywood) Latex-Portland Cement Mortar; 1999 (Reaffirmed 2010).
L. ANSI A108.13 - American National Standard for Installation of Load Bearing, Bonded,
Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone; 2005 (Reaffirmed
2010).
M. ANSI A118.4 - American National Standard Specifications for Modified Dry-Set Cement Mortar;
2012 (Revised).
N. ANSI A118.7 - American National Standard Specifications for High Performance Cement
Grouts for Tile Installation; 2010 (Reaffirmed 2016).
O. ANSI A118.12 - American National Standard Specifications for Crack Isolation Membranes for
Thin-Set Ceramic Tile and Dimension Stone Installation; 2014.
P. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation; 2019.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories.
Include instructions for using grouts and adhesives.
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09 3000 - 2 TILING
C. Shop Drawings: Indicate tile layout, patterns, color arrangement, perimeter conditions, junctions
with dissimilar materials, control and expansion joints, thresholds, ceramic accessories, and
setting details.
D. Samples: Submit one full size unit of specified tile and one grout color sample for each tile type
selected.
E. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.
1.05 FIELD CONDITIONS
A. Do not install solvent-based products in an unventilated environment.
B. Maintain ambient and substrate temperature of 50 degrees F (10 degrees C) during installation
of mortar materials.
PART 2 PRODUCTS
2.01 TILE
2.02 TRIM AND ACCESSORIES
A. Ceramic Trim: Matching bullnose ceramic shapes in sizes indicated.
1. Applications:
a. Floor to Wall Joints: Base as indicated on drawings.
2. Manufacturers: Same as for tile.
B. Non-Ceramic Trim: Brushed stainless steel, style and dimensions as indicated on drawings, for
setting using tile mortar or adhesive.
1. Applications:
a. Open edges of floor tile.
b. Transition between floor finishes of different heights.
2. Manufacturers:
a. Schluter-Systems: www.schluter.com/#sle.
2.03 SETTING MATERIALS
A. Latex-Portland Cement Mortar Bond Coat: ANSI A118.4 or ANSI A118.15.
1. Applications: Use this type of bond coat where indicated and where no other type of bond
coat is indicated.
2.04 GROUTS
A. High Performance Polymer Modified Grout: ANSI A118.7 polymer modified cement grout.
1. Applications: Use this type of grout where indicated and where no other type of grout is
indicated.
2. Use sanded grout for joints 1/8 inch (3.2 mm) wide and larger; use unsanded grout for
joints less than 1/8 inch (3.2 mm) wide.
3. Color(s): As indicated on drawings.
4. Products:
a. Custom Building Products; Fusion Pro Single Component Grout:
www.custombuildingproducts.com/#sle.
b. Substitutions: See Section 01 6000 - Product Requirements.
2.05 ACCESSORY MATERIALS
A. Concrete Floor Slab Crack Isolation Membrane: Material complying with ANSI A118.12; not
intended as waterproofing.
1. Thickness: 20 mils (0.5 mm), maximum.
2. Crack Resistance: No failure at 1/16 inch (1.6 mm) gap, minimum.
3. Products:
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09 3000 - 3 TILING
a. LATICRETE International, Inc; LATICRETE Blue 92 Anti-Fracture Membrane:
www.laticrete.com/#sle.
b. Substitutions: See Section 01 6000 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of
work and are ready to receive tile.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,
are dust-free, and are ready to receive tile.
C. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of
setting materials to sub-floor surfaces.
D. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moisture
emission rate and alkalinity; obtain instructions if test results are not within limits recommended
by tile manufacturer and setting materials manufacturer.
E. Verify that required floor-mounted utilities are in correct location.
3.02 PREPARATION
A. Protect surrounding work from damage.
B. Vacuum clean surfaces and damp clean.
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable
flatness tolerances.
D. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer's
instructions.
3.03 INSTALLATION - GENERAL
A. Install tile and thresholds and grout in accordance with applicable requirements of ANSI
A108.1a thru A108.13, manufacturer's instructions, and TCNA (HB) recommendations.
B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.
C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases
neatly. Align floor joints.
D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make grout
joints without voids, cracks, excess mortar or excess grout, or too little grout.
E. Form internal angles square and external angles bullnosed.
F. Install non-ceramic trim in accordance with manufacturer's instructions.
G. Install thresholds where indicated.
H. Sound tile after setting. Replace hollow sounding units.
I. Keep control and expansion joints free of mortar, grout, and adhesive. Apply sealant to joints
J. Prior to grouting, allow installation to completely cure; minimum of 48 hours.
K. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated.
L. At changes in plane and tile-to-tile control joints, use tile sealant instead of grout, with either
bond breaker tape or backer rod as appropriate to prevent three-sided bonding.
M. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar planes.
3.04 INSTALLATION - FLOORS - THIN-SET METHODS
A. Over interior concrete substrates, install in accordance with TCNA (HB) Method F113, dry-set or
latex-Portland cement bond coat, with standard grout, unless otherwise indicated.
1. Use uncoupling membrane under all tile unless other underlayment is indicated.
2. Where waterproofing membrane is indicated, install in accordance with TCNA (HB)
Method F122, with latex-Portland cement grout.
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3.05 CLEANING
A. Clean tile and grout surfaces.
3.06 PROTECTION
A. Do not permit traffic over finished floor surface for 4 days after installation.
END OF SECTION 09 3000
180404 / DL Evans Bank -
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09 5100 - 1 ACOUSTICAL CEILINGS
SECTION 09 5100
ACOUSTICAL CEILINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Acoustical Ceiling Clouds.
B. Acoustical Ceilings.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.
1.03 REFERENCE STANDARDS
A. ASTM C635/C635M - Standard Specification for the Manufacture, Performance, and Testing of
Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2017.
B. ASTM C636/C636M - Standard Practice for Installation of Metal Ceiling Suspension Systems for
Acoustical Tile and Lay-In Panels; 2013.
C. ASTM E580/E580M - Standard Practice for Installation of Ceiling Suspension Systems for
Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions; 2017.
D. ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2019.
E. UL (FRD) - Fire Resistance Directory; Current Edition.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed,
sufficient heat is provided, dust generating activities have terminated, and overhead work is
completed, tested, and approved.
B. Do not install acoustical units until after interior wet work is dry.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate grid layout and related dimensioning.
C. Product Data: Provide data on suspension system components.
D. Samples: Submit one sample 6"_by_6" inch (____by____ mm) in size illustrating material and
finish of acoustical units.
E. Manufacturer's Installation Instructions: Indicate special procedures.
F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Acoustical Units: Quantity equal to 10 percent of total installed.
1.06 QUALITY ASSURANCE
A. Fire-Resistive Assemblies: Complete assembly listed and classified by UL (FRD) for the fire
resistance indicated.
B. Suspension System Manufacturer Qualifications: Company specializing in manufacturing the
products specified in this section with minimum five years documented experience.
C. Acoustical Unit Manufacturer Qualifications: Company specializing in manufacturing the
products specified in this section with minimum five years documented experience.
1.07 FIELD CONDITIONS
A. Maintain uniform temperature of minimum 60 degrees F (16 degrees C), and maximum
humidity of 40 percent prior to, during, and after acoustical unit installation.
PART 2 PRODUCTS
2.01 ACOUSTICAL UNITS
A. Manufacturers:
180404 / DL Evans Bank -
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09 5100 - 2 ACOUSTICAL CEILINGS
1. Armstrong World Industries, Inc: www.armstrong.com
2. Substitutions: See Section 016000 - Product Requirements.
B. Acoustical Units - General: ASTM E1264, Class A.
1. Units for Installation in Fire-Rated Suspension System: Listed and classified for the
fire-resistive assembly as part of suspension system.
C. Acoustical Tile Type ACTI: Painted mineral fiber, ASTM E1264 Type III, with the following
characteristics:
1. Size: As indicated on drawings
2. Products:
a. As indicated on drawings.
3. Suspension System: As indicated on drawings.
D. Acoustical Cloud Type ACT2: Painted mineral fiber, ASTM E126 Type III with the following
characteristics:
1. Cloud Shape & Size: As Indicated on Drawings
2. Products:
a. As indicated on drawings.
3. Suspension System: As indicated on drawings.
2.02 ACCESSORIES
A. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic
requirements, and ceiling system flatness requirement specified.
B. Perimeter Moldings: Armstrong Axiom As indicated on drawings for Cloud Ceilings (ACT-2).
C. Gypsum Board: Fire rated type; 5/8 inch (15 mm) thick, ends and edges square, paper faced.
PART 3 EXECUTION
3.01 INSTALLATION - SUSPENSION SYSTEM
A. Rigidly secure system, including integral mechanical and electrical components, for maximum
deflection of 1:360.
B. Locate system on room axis according to reflected plan.
C. Install after major above-ceiling work is complete. Coordinate the location of hangers with other
work.
D. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where
carrying members are spliced, avoid visible displacement of face plane of adjacent members.
E. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest
affected hangers and related carrying channels to span the extra distance.
F. Do not support components on main runners or cross runners if weight causes total dead load
to exceed deflection capability.
G. Support fixture loads using supplementary hangers located within 6 inches (150 mm) of each
corner, or support components independently.
H. Do not eccentrically load system or induce rotation of runners.
I. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with
other interruptions.
1. Use longest practical lengths.
2. Overlap and rivet corners.
3.02 INSTALLATION - ACOUSTICAL UNITS
A. Install acoustical units in accordance with manufacturer's instructions.
B. Fit acoustical units in place, free from damaged edges or other defects detrimental to
appearance and function.
C. Fit border trim neatly against abutting surfaces.
D. Install units after above-ceiling work is complete.
180404 / DL Evans Bank -
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09 5100 - 3 ACOUSTICAL CEILINGS
E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents.
F. Cutting Acoustical Units:
1. Make field cut edges of same profile as factory edges.
G. Install hold-down clips on each panel to retain panels tight to grid system; comply with fire rating
requirements.
3.03 TOLERANCES
A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet (3 mm in 3 m).
B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees.
END OF SECTION 09 5100
180404 / DL Evans Bank -
Rexburg
09 6500 - 1 RESILIENT FLOORING
SECTION 09 6500
RESILIENT FLOORING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Resilient sheet flooring.
B. Resilient base.
C. Installation accessories.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.
1.03 REFERENCE STANDARDS
A. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring;
2019.
B. ASTM F1303 - Standard Specification for Sheet Vinyl Floor Covering with Backing; 2004
(Reapproved 2014).
C. ASTM F1861 - Standard Specification for Resilient Wall Base; 2016.
D. ASTM F1913 - Standard Specification for Vinyl Sheet Floor Covering Without Backing; 2004
(Reapproved 2014).
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on specified products, describing physical and performance
characteristics; including sizes, patterns and colors available; and installation instructions.
C. Shop Drawings: Indicate seaming plans and floor patterns.
D. Verification Samples: Submit two samples, 2x4 inch (____x____ mm) in size illustrating color
and pattern for each resilient flooring product specified on drawings.
E. Maintenance Data: Include maintenance procedures, recommended maintenance materials,
and suggested schedule for cleaning, stripping, and re-waxing.
F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Flooring Material: five square feet (five square meters) of each type and color.
3. Extra Wall Base: 20 linear feet (_____ linear meters) of each type and color.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Protect roll materials from damage by storing on end.
1.06 FIELD CONDITIONS
A. Store materials for not less than 48 hours prior to installation in area of installation at a
temperature of 70 degrees F (21 degrees C) to achieve temperature stability. Thereafter,
maintain conditions above 55 degrees F (13 degrees C).
PART 2 PRODUCTS
2.01 SHEET FLOORING
A. Vinyl Sheet Flooring - Type SV: Homogeneous without backing, with color and pattern
throughout full thickness.
1. Minimum Requirements: Comply with ASTM F1913.
2. Thickness: 0.080 inch (2.0 mm) nominal.
3. Integral coved base with cap strip where indicated on drawings.
4. Pattern: As indicated on drawings.
B. Vinyl Welding Rod: Solid vinyl bead produced by manufacturer of vinyl flooring for heat welding
seams, in color as indicated on drawings.
180404 / DL Evans Bank -
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09 6500 - 2 RESILIENT FLOORING
2.02 RESILIENT BASE
A. Resilient Base: RB1 & RB2 ASTM F1861, Type TP Thermoplastic rubber wall base.
1. Height: As indicated on drawings inch (__) mm.
2. Thickness: 0.125 inch (3.2 mm).
3. Finish: Satin.
4. Length: Roll.
5. Color: As indicated on drawings.
6. Accessories: Premolded external corners and internal corners.
7. Manufacturers:
a. Johnsonite, a Tarkett Company: www.johnsonite.com
b. Substitutions: See Section 016000 - Product Requirements.
2.03 ACCESSORIES
A. Subfloor Filler: White premix latex; type recommended by adhesive material manufacturer.
B. Primers, Adhesives, and Seam Sealer: Waterproof; types recommended by flooring
manufacturer.
C. Moldings, Transition and Edge Strips: as indicated on drawings.
D. Filler for Coved Base: Plastic.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are flat to tolerances acceptable to flooring manufacturer, free of cracks that
might telegraph through flooring, clean, dry, and free of curing compounds, surface hardeners,
and other chemicals that might interfere with bonding of flooring to substrate.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,
are dust-free, and are ready to receive resilient base.
C. Verify that concrete sub-floor surfaces are dry enough and ready for resilient flooring installation
by testing for moisture emission rate and alkalinity in accordance with ASTM F710; obtain
instructions if test results are not within limits recommended by resilient flooring manufacturer
and adhesive materials manufacturer.
D. Verify that required floor-mounted utilities are in correct location.
3.02 PREPARATION
A. Prepare floor substrates as recommended by flooring and adhesive manufacturers.
B. Remove sub-floor ridges and bumps. Fill minor low spots, cracks, joints, holes, and other
defects with sub-floor filler to achieve smooth, flat, hard surface.
C. Prohibit traffic until filler is fully cured.
D. Clean substrate.
3.03 INSTALLATION - GENERAL
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Install in accordance with manufacturer's written instructions.
C. Spread only enough adhesive to permit installation of materials before initial set.
D. Fit joints and butt seams tightly.
E. Set flooring in place, press with heavy roller to attain full adhesion.
F. Where type of floor finish, pattern, or color are different on opposite sides of door, terminate
flooring under centerline of door.
G. Install edge strips at unprotected or exposed edges, where flooring terminates, and where
indicated.
180404 / DL Evans Bank -
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09 6500 - 3 RESILIENT FLOORING
H. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce
tight joints.
3.04 INSTALLATION - SHEET FLOORING
A. Lay flooring with joints and seams parallel to longer room dimensions, to produce minimum
number of seams. Lay out seams to avoid widths less than 1/3 of roll width; match patterns at
seams.
B. Coved Base: Install as detailed on drawings, using coved base filler as backing at floor to wall
junction. Extend sheet flooring vertically to height indicated, and cover top edge with metal cap
strip.
3.05 INSTALLATION - RESILIENT BASE
A. Fit joints tightly and make vertical. Maintain minimum dimension of 18 inches (45 mm) between
joints.
B. Miter internal corners. At external corners, use premolded units. At exposed ends, use
premolded units.
C. Install base on solid backing. Bond tightly to wall and floor surfaces.
D. Scribe and fit to door frames and other interruptions.
3.06 CLEANING
A. Remove excess adhesive from floor, base, and wall surfaces without damage.
B. Clean in accordance with manufacturer's written instructions.
3.07 PROTECTION
A. Prohibit traffic on resilient flooring for 48 hours after installation.
END OF SECTION 09 6500
180404 / DL Evans Bank -
Rexburg
09 6813 - 1 TILE CARPETING
SECTION 09 6813
TILE CARPETING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Carpet tile, fully adhered.
1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast-in-Place Concrete: Restrictions on curing compounds for concrete
slabs and floors.
1.03 REFERENCE STANDARDS
A. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring;
2019.
B. CRI (GLP) - Green Label Plus Testing Program - Certified Products; Current Edition.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on specified products, describing physical and performance
characteristics; sizes, patterns, colors available, and method of installation.
C. Samples: Submit two carpet tiles illustrating color and pattern design for each carpet color
selected.
D. Manufacturer's Installation Instructions: Indicate special procedures.
E. Maintenance Data: Include maintenance procedures, recommended maintenance materials,
and suggested schedule for cleaning.
F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Carpet Tiles: Quantity equal to 10 percent of total installed of each color and pattern
installed.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet tile with
minimum three years documented experience.
B. Installer Qualifications: Company specializing in installing carpet tile with minimum three years
documented experience and approved by carpet tile manufacturer.
1.06 FIELD CONDITIONS
A. Store materials in area of installation for minimum period of 24 hours prior to installation.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Tile Carpeting:
1. Tandus; Centiva: www.tandus.com.
2. Substitutions: Not permitted.
2.02 MATERIALS
A. Tile Carpeting, Type CPT1: Tufted, manufactured in one color dye lot.
2.03 ACCESSORIES
A. Sub-Floor Filler: White premix latex; type recommended by flooring material manufacturer.
B. Edge Strips and Transitions: as indicted on drawings.
180404 / DL Evans Bank -
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09 6813 - 2 TILE CARPETING
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub-floor surfaces are smooth and flat within tolerances specified for that type of
work and are ready to receive carpet tile.
B. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding of
adhesive materials to sub-floor surfaces.
C. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready for flooring
installation by testing for moisture and pH.
D. Verify that concrete sub-floor surfaces are dry enough and ready for flooring installation by
testing for moisture emission rate and alkalinity in accordance with ASTM F710; obtain
instructions if test results are not within limits recommended by carpet tile manufacturer and
adhesive materials manufacturer.
E. Verify that required floor-mounted utilities are in correct location.
3.02 PREPARATION
A. Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints, holes, and
other defects with sub-floor filler.
B. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler is
cured.
C. Vacuum clean substrate.
3.03 INSTALLATION
A. Starting installation constitutes acceptance of sub-floor conditions.
B. Install carpet tile in accordance with manufacturer's instructions.
C. Blend carpet from different cartons to ensure minimal variation in color match.
D. Cut carpet tile clean. Fit carpet tight to intersection with vertical surfaces without gaps.
E. Lay carpet tile in quarter turn pattern, with pile direction perpendicular to next unit, set parallel to
building lines.
F. Locate change of color or pattern between rooms under door centerline.
G. Fully adhere carpet tile to substrate.
H. Trim carpet tile neatly at walls and around interruptions.
I. Complete installation of edge strips, concealing exposed edges.
3.04 CLEANING
A. Remove excess adhesive without damage, from floor, base, and wall surfaces.
B. Clean and vacuum carpet surfaces.
END OF SECTION 09 6813
180404 / DL Evans Bank -
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09 9000 - 1 PAINTING AND COATING -
COMMERCIAL GUIDE SPEC
SECTION 09 9000
PAINTING AND COATING - COMMERCIAL GUIDE SPEC
PART 2 PRODUCTS
1.01 MANUFACTURERS
A. Basis of Design Manufacturer: PPG Paints, 400 Bertha Lamme Drive Cranberry, PA 16066.
Toll Free Tel: 888-PPG-IDEA. Web: www.ppgpaints.com/#sle.
1.02 PAINT MATERIALS - GENERAL
A. Material Compatibility: Provide block fillers, primers, and finish-coat materials that are
compatible with one another and with the substrates indicated under conditions of service and
application, as demonstrated by manufacturer based on testing and field experience.
B. VOC Classification: Provide high-performance coating materials, including primers, undercoats,
and finish-coat materials, that meet the applicable local, state or federal VOC requirements.
END OF SECTION 09 9000
180404 / DL Evans Bank -
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09 9000 - 1 PAINTING AND COATING
SECTION 09 9000
PAINTING AND COATING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints, stains, varnishes, and other coatings.
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and
unless otherwise indicated, including the following:
1. Both sides and edges of plywood backboards for electrical and telecom equipment before
installing equipment.
2. Mechanical and Electrical:
a. In finished areas, paint all insulated and exposed pipes, conduit, boxes, insulated and
exposed ducts, hangers, brackets, collars and supports, mechanical equipment, and
electrical equipment, unless otherwise indicated.
b. In finished areas, paint shop-primed items.
c. On the roof and outdoors, paint all equipment that is exposed to weather or to view,
including that which is factory-finished.
d. Paint interior surfaces of air ducts and convector and baseboard heating cabinets that
are visible through grilles and louvers with one coat of flat black paint to visible
surfaces.
e. Paint dampers exposed behind louvers, grilles, and convector and baseboard
cabinets to match face panels.
D. Do Not Paint or Finish the Following Items:
1. Items fully factory-finished unless specifically so indicated; materials and products having
factory-applied primers are not considered factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating parts of
equipment.
5. Floors, unless specifically so indicated.
6. Glass.
7. Acoustical materials, unless specifically so indicated.
8. Concealed pipes, ducts, and conduits.
1.02 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.
1.03 REFERENCE STANDARDS
A. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and
Wood-Base Materials; 2007.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide complete list of all products to be used, with the following information for
each:
1. Manufacturer's name, product name and/or catalog number, and general product category
(e.g. "alkyd enamel").
2. MPI product number (e.g. MPI #47).
3. Cross-reference to specified paint system(s) product is to be used in; include description of
each system.
4. Indicate VOC content.
C. Samples: Submit 4 paper "draw down" samples, 8-1/2 by 11 inches (216 by 279 mm) in size,
illustrating range of colors available for each finishing product specified.
180404 / DL Evans Bank -
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09 9000 - 2 PAINTING AND COATING
1. Where sheen is specified, submit samples in only that sheen.
D. Certification: By manufacturer that all paints and coatings comply with VOC limits specified.
E. Manufacturer's Instructions: Indicate special surface preparation procedures.
F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Paint and Coatings: 1 gallon (4 L) of each color; store where directed.
3. Label each container with color in addition to the manufacturer's label.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified,
with minimum three years documented experience.
B. Applicator Qualifications: Company specializing in performing the type of work specified with
minimum 3 years experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand
code, coverage, surface preparation, drying time, cleanup requirements, color designation, and
instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and a
maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's
instructions.
1.07 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature
ranges required by the paint product manufacturer.
B. Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations.
C. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the
humidity ranges required by the paint product manufacturer.
D. Minimum Application Temperatures for Latex Paints: 45 degrees F (7 degrees C) for interiors;
50 degrees F (10 degrees C) for exterior; unless required otherwise by manufacturer's
instructions.
E. Minimum Application Temperature for Varnish Finishes: 65 degrees F (18 degrees C) for
interior or exterior, unless required otherwise by manufacturer's instructions.
F. Provide lighting level of 80 ft candles (860 lx) measured mid-height at substrate surface.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the same
manufacturer; no exceptions.
B. Paints:
1. Sherwin-Williams Company: www.sherwin-williams.com/#sle.
C. Transparent Finishes:
1. Sherwin-Williams Company: www.sherwin-williams.com/#sle.
D. Stains:
1. Sherwin-Williams Company: www.sherwin-williams.com/#sle.
E. Primer Sealers: Same manufacturer as top coats.
F. Block Fillers: Same manufacturer as top coats.
G. Substitutions: See Section 01 6000 - Product Requirements.
180404 / DL Evans Bank -
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09 9000 - 3 PAINTING AND COATING
2.02 PAINTS AND COATINGS - GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.
1. Provide paints and coatings of a soft paste consistency, capable of being readily and
uniformly dispersed to a homogeneous coating, with good flow and brushing properties,
and capable of drying or curing free of streaks or sags.
2. Supply each coating material in quantity required to complete entire project's work from a
single production run.
3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure
is specifically described in manufacturer's product instructions.
B. Primers: As follows unless other primer is required or recommended by manufacturer of top
coats; where the manufacturer offers options on primers for a particular substrate, use primer
categorized as "best" by the manufacturer.
C. Volatile Organic Compound (VOC) Content: Comply with Section 01 6116.
D. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selected
later by Architect from the manufacturer's full line.
E. Colors: As indicated on drawings
1. Extend colors to surface edges; colors may change at any edge as directed by Architect.
2. In finished areas, finish pipes, ducts, conduit, and equipment the same color as the
wall/ceiling they are mounted on/under.
2.03 PAINT SYSTEMS - EXTERIOR
2.04 PAINT SYSTEMS - INTERIOR
A. Paint P4-P5 Dry Fall: Metals; exposed structure and overhead-mounted services , including
shop primed steel deck, structural steel, metal fabrications, galvanized ducts, galvanized
conduit, galvanized piping, and exposed suspended ceiling fasteners.
1. Shop primer by others, type as recommended for desired topcoat finish.
2. One top coat.
3. Top Coat Product(s):
a. Sherwin-Williams Dryfall Flat. (MPI #55)
B. Paint ST1 - Transparent Finish on Wood, Unless Otherwise Indicated:
C. Paint P1-P3 -Gypsum Board/Plaster, Latex-Acrylic, 3 Coat:
1. One coat of alkyd primer sealer.
2. Eggshell: Two coats of latex-acrylic enamel; color as indicated on drawings.
D. Paint P6 - Epoxy
2.05 ACCESSORY MATERIALS
A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials required to achieve the finishes specified whether specifically
indicated or not; commercial quality.
B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially affect proper application.
C. Test shop-applied primer for compatibility with subsequent cover materials.
D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes
unless moisture content of surfaces are below the following maximums:
1. Gypsum Wallboard: 12 percent.
180404 / DL Evans Bank -
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09 9000 - 4 PAINTING AND COATING
2. Interior Wood: 15 percent, measured in accordance with ASTM D4442.
3.02 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces or finishing.
D. Seal surfaces that might cause bleed through or staining of topcoat.
E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate
and bleach. Rinse with clean water and allow surface to dry.
F. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime
defects after repair.
G. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with
solvent. Apply coat of etching primer.
H. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer
and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with
solvent. Prime bare steel surfaces. Re-prime entire shop-primed item.
I. Interior Wood Surfaces to Receive Transparent Finish: Wipe off dust and grit prior to sealing,
seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealer
has dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25
percent with thinner.
3.03 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately.
B. Apply products in accordance with manufacturer's instructions.
C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
D. Apply each coat to uniform appearance.
E. Sand wood and metal surfaces lightly between coats to achieve required finish.
F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior
to applying next coat.
G. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain
before set. Wipe excess from surface.
H. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed
prior to finishing.
3.04 FIELD QUALITY CONTROL
A. See Section 01 4000 - Quality Requirements, for general requirements for field inspection.
3.05 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
3.06 PROTECTION
A. Protect finished coatings until completion of project.
B. Touch-up damaged coatings after Substantial Completion.
END OF SECTION 09 9000
180404 / DL Evans Bank -
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10 2113.16 - 1 PLASTIC-LAMINATE-CLAD
TOILET COMPARTMENTS
SECTION 10 2113.16
PLASTIC-LAMINATE-CLAD TOILET COMPARTMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Urinal screens.
1.02 RELATED REQUIREMENTS
A. Section 10 2800 - Toilet, Bath, and Laundry Accessories.
1.03 REFERENCE STANDARDS
A. ANSI A208.1 - American National Standard for Particleboard; 2016.
B. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Coordinate the work with placement of support framing and anchors in walls and
ceilings.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate partition plan, elevation views, dimensions, details of wall supports,
door swings.
C. Samples: Submit one sample of partition panel, ____x____ inch (3x3 mm) in size illustrating
panel finish, color, and sheen.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Plastic Laminate Toilet Compartments:
1. Bobrick; Product Designer Series: www.bobrick.com
2. Substitutions: Section 01 6000 - Product Requirements.
2.02 MATERIALS
A. Plastic Laminate: As indicated on drawings.
2.03 COMPONENTS
A. Urinal Screens: Wall mounted with two panel brackets.
2.04 ACCESSORIES
A. Wall Brackets: Satin stainless steel.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements are as indicated.
B. Verify correct spacing of and between plumbing fixtures.
C. Verify correct location of built-in framing, anchorage, and bracing.
3.02 INSTALLATION
A. Install partitions secure, rigid, plumb, and level in accordance with manufacturer's instructions.
B. Maintain 3/8 to 1/2 inch (9 to 13 mm) space between wall and panels.
C. Attach panel brackets securely to walls using anchor devices.
D. Attach panels to brackets.
3.03 TOLERANCES
A. Maximum Variation From True Position: 1/4 inch (6 mm).
B. Maximum Variation From Plumb: 1/8 inch (3 mm).
180404 / DL Evans Bank -
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10 2113.16 - 2 PLASTIC-LAMINATE-CLAD
TOILET COMPARTMENTS
3.04 ADJUSTING
A. Adjust and align hardware to uniform clearance at vertical edge, not exceeding 3/16 inch (5
mm).
END OF SECTION 10 2113.16
180404 / DL Evans Bank -
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10 2800 - 1 TOILET, BATH, AND LAUNDRY
ACCESSORIES
SECTION 10 2800
TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Commercial toilet accessories.
B. Utility room accessories.
1.02 RELATED REQUIREMENTS
A. Section 01300-Administrative Requirements , for submittal procedures.
B. Section 10 2113.16 - Plastic-Laminate-Clad Toilet Compartments.
1.03 REFERENCE STANDARDS
A. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.
B. ASTM C1036 - Standard Specification for Flat Glass; 2016.
C. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror; 2018.
D. GSA CID A-A-3002 - Mirrors, Glass; U.S. General Services Administration; 1996.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling
supports, and reinforcement of toilet partitions to receive anchor attachments.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Submit data on accessories describing size, finish, details of function, and
attachment methods.
C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring
special attention.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Commercial Toilet, Shower, and Bath Accessories:
1. Bobrick; www.bobrick.com
2. ASI - American Specialties, Inc: www.americanspecialties.com.
3. Bradley Corporation: www.bradleycorp.com.
4. Substitutions: Section 01 6000 - Product Requirements.
B. Products listed are made by Bobrick unless otherwise noted.
C. Provide products of each category type by single manufacturer.
2.02 MATERIALS
A. Accessories - General: Shop assembled, free of dents and scratches and packaged complete
with anchors and fittings, steel anchor plates, adapters, and anchor components for installation.
B. Keys: Provide 3 keys for each accessory to Owner; master key lockable accessories.
C. Stainless Steel Sheet: ASTM A666, Type 304.
D. Mirror Glass: Annealed float glass, ASTM C1036 Type I, Class 1, Quality Q2, with silvering,
protective and physical characteristics complying with ASTM C1503.
E. Adhesive: Two component epoxy type, waterproof.
F. Fasteners, Screws, and Bolts: Hot dip galvanized; tamper-proof; security type.
G. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for
component and substrate.
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10 2800 - 2 TOILET, BATH, AND LAUNDRY
ACCESSORIES
2.03 FINISHES
A. Stainless Steel: Satin finish, unless otherwise noted.
B. Back paint components where contact is made with building finishes to prevent electrolysis.
2.04 COMMERCIAL TOILET ACCESSORIES
A. Toilet Tissue Dispenser with Shelf: Double roll, surface mounted bracket type, satin finished
stainless steel .
1. Product: B:2840 manufactured by Bobrick.
B. Combination Towel Dispenser/Waste Receptacle: Semi-Recessed with projecting waste
receptacle, stainless steel; seamless wall flanges, continuous piano hinges, tumbler locks on
upper and lower doors.
1. Products:
a. B-3942 manufactured by Bobrick.
C. Mirrors: Stainless steel framed, 1/4 inch (6 mm) thick annealed float glass; ASTM C1036.
1. Size: Womens: As indicated on drawings.
2. Size: Mens: As indicated on drawings.
3. Products:
a. B-290 manufactured by Bobrick.
D. Seat Cover Dispenser: Stainless steel, surface-mounted.
1. Products:
a. B-4221 manufactured by Bobrick.
E. Grab Bars: Stainless steel, 1-1/2 inches (38 mm) outside diameter, minimum 0.05 inch (1.3
mm) wall thickness, nonslip grasping surface finish, concealed flange mounting; 1-1/2 inches
(38 mm) clearance between wall and inside of grab bar.
1. Length and configuration: As indicated on drawings.
F. Sanitary Napkin Disposal Unit: Stainless steel, surface-mounted, self-closing door, locking
bottom panel with full-length stainless steel piano-type hinge, removable receptacle.
1. Products:
a. B-254 manufactured by Bobrick..
2.05 JANITOR ROOM ACCESSORIES
A. Combination Utility Shelf/Mop and Broom Holder: 0.05 inch (1.3 mm) thick stainless steel, Type
304, with 1/2 inch (12 mm) returned edges, 0.06 inch (1.6 mm) steel wall brackets.
1. Products:
a. B-239 manufactured by Bobrick.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify exact location of accessories for installation.
C. Verify that field measurements are as indicated on drawings.
D. See Section 06100 Rough Carpentry for installation of blocking in walls and ceilings.
3.02 PREPARATION
A. Deliver inserts and rough-in frames to site for timely installation.
B. Provide templates and rough-in measurements as required.
3.03 INSTALLATION
A. Install accessories in accordance with manufacturers' instructions in locations indicated on
drawings.
B. Install plumb and level, securely and rigidly anchored to substrate.
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10 2800 - 3 TOILET, BATH, AND LAUNDRY
ACCESSORIES
C. Mounting Heights and Locations: As required by accessibility regulations and as indicated on
drawings
3.04 PROTECTION
A. Protect installed accessories from damage due to subsequent construction operations.
END OF SECTION 10 2800
180404 / DL Evans Bank -
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10 4400 - 1 FIRE PROTECTION
SPECIALTIES
SECTION 10 4400
FIRE PROTECTION SPECIALTIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fire extinguishers.
B. Fire extinguisher cabinets.
C. Accessories.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Wood blocking product and execution requirements.
1.03 REFERENCE STANDARDS
A. NFPA 10 - Standard for Portable Fire Extinguishers; 2017, with Errata (2018).
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate locations of cabinets and cabinet physical dimensions.
C. Manufacturer's Installation Instructions: Indicate special criteria and wall opening coordination
requirements.
1.05 FIELD CONDITIONS
A. Do not install extinguishers when ambient temperature may cause freezing of extinguisher
ingredients.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Fire Extinguishers:
1. Ansul, a Tyco Business; ____: www.ansul.com/#sle.
2. Substitutions: See Section 01 6000 - Product Requirements.
B. Fire Extinguisher Cabinets and Accessories:
1. Larsen's Manufacturing Co; ______: www.larsensmfg.com/#sle.
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 FIRE EXTINGUISHERS
A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable
codes, whichever is more stringent.
B. Multipurpose Dry Chemical Type Fire Extinguishers: Carbon steel tank, with pressure gage.
1. Cartridge Operated: Spun shell.
2. Class: A:B:C type.
3. Size: 10 pound (4.54 kg) or as appropriate for the cabinet specified.
4. Finish: Baked polyester powder coat, red color.
5. Temperature range: Minus 65 degrees F (Minus 54 degrees C) to ___ degrees F (___
degrees C).
2.03 FIRE EXTINGUISHER CABINETS
A. Metal: Stainless Steel;.0125 inch (____ mm) thick.
B. Cabinet Configuration: Recessed type.
1. Size to accommodate accessories.
C. Door: 0.036 inch (0.9 mm) metal thickness, reinforced for flatness and rigidity with nylon catch.
Hinge doors for 180 degree opening with two butt hinge.
D. Door Glazing: Float glass, clear, 1/8 inch (3 mm) thick, and set in resilient channel glazing
gasket.
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10 4400 - 2 FIRE PROTECTION
SPECIALTIES
E. Finish of Cabinet Exterior Trim and Door: Baked enamel, white color.
F. Finish of Cabinet Interior: White colored enamel.
2.04 ACCESSORIES
A. Extinguisher Brackets: Formed steel, chrome-plated.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify rough openings for cabinet are correctly sized and located.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions and as indicated on drawings.
B. Place extinguishers in cabinets.
END OF SECTION 10 4400
180404 / DL Evans Bank -
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11 3013 - 1 RESIDENTIAL APPLIANCES
SECTION 11 3013
RESIDENTIAL APPLIANCES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Kitchen appliances.
1.02 RELATED REQUIREMENTS
A. Section 220100 - Plumbing Piping: Plumbing connections for appliances.
B. Section 260500 - Electrical General Provisions: Electrical connections for appliances
1.03 REFERENCE STANDARDS
A. UL (DIR) - Online Certifications Directory; Current Edition.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data indicating dimensions, capacity, and operating features of
each piece of residential equipment specified.
C. Copies of Warranties: Submit manufacturer warranty and ensure that forms have been
completed in Owner's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this
section, with not less than three years of documented experience.
B. Electric Appliances: Listed and labeled by UL (DIR) and complying with NEMA Standards
(National Electrical Manufacturers Association).
1.06 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide five (5) year manufacturer warranty on refrigeration system of refrigerators.
C. Provide ten (10) year manufacturer warranty on magnetron tube of microwave ovens.
D. Provide five (5) year manufacture warranty on refrigeration system of ice makers.
E. Provide ten (10) year manufacturer warranty on tub and door liner of dishwashers.
PART 2 PRODUCTS
2.01 KITCHEN APPLIANCES
A. Provide Equipment Eligible for Energy Star Rating: Energy Star Rated.
1. All Equipment to be from the same manufacturer
B. GE Energy Star 28.5 Cu. Ft. French Door refrigeratoor GNE29GGKWW
1. Capacity: Total minimum storage of 25.5 cubic ft.
2. Exterior Finish: Porcelain enameled steel, color: White
3. Manufacturer: GE Appliances: www.geappliances.com
C. Microwave, GE 2.0 cu. ft. capacity countertop microwave Oven. Model #JES20510NWW:
Countertop.
1. Capacity: 2.0 cubic ft (____ cu m).
2. Power: 1200 watts.
3. Exterior Finish: White.
4. Manufacturers:
a. GE Appliances: www.geappliances.com.
D. Dishwasher, ADA compliant, Type GE Tall Tub Built -In Dishwasher: Model #GLDA690FWW.
1. Finish: White .
2. Manufacturers:
a. GE Appliances; ____: www.geappliances.com/#sle.
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11 3013 - 2 RESIDENTIAL APPLIANCES
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify utility rough-ins are provided and correctly located.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
3.03 ADJUSTING
A. Adjust equipment to provide efficient operation.
3.04 CLEANING
A. Remove packing materials from equipment and properly discard.
B. Wash and clean equipment.
END OF SECTION 11 3013
180404 / DL Evans Bank -
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12 2400 - 1 WINDOW SHADES
SECTION 12 2400
WINDOW SHADES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Window shades and accessories.
1.02 RELATED REQUIREMENTS
A. Section 06 1000 - Rough Carpentry: Concealed wood blocking for attachment of headrail
brackets.
B. Section 09 2116 - Gypsum Board Assemblies: Substrate for window shade systems.
1.03 REFERENCE STANDARDS
A. NFPA 701 - Standard Methods of Fire Tests for Flame Propagation of Textiles and Films; 2019.
B. UL 325 - Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems;
Current Edition, Including All Revisions.
C. WCMA A100.1 - Safety of Window Covering Products; 2018.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Sequencing:
1. Do not fabricate shades until field dimensions for each opening have been taken.
2. Do not install shades until final surface finishes and painting are complete.
1.05 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturer's standard catalog pages and data sheets including
materials, finishes, fabrication details, dimensions, profiles, mounting requirements, and
accessories.
C. Shop Drawings: Include shade schedule indicating size, location and keys to details.
D. Verification Samples: Minimum size 6 inches (150 mm) square, representing actual materials,
color and pattern.
E. Manufacturer's Instructions: Include instructions for storage, handling, protection, examination,
preparation, and installation of product.
F. Warranty: Submit sample of manufacturer's warranty and documentation of final executed
warranty completed in Owner's name and registered with manufacturer.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this
section, with not less than five years of documented experience.
B. Installer Qualifications: Company specializing in performing work of this type with minimum 5
years of documented experience.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver shades in manufacturer's unopened packaging, labeled to identify each shade for each
opening.
B. Handle and store shades in accordance with manufacturer's recommendations.
1.08 FIELD CONDITIONS
1.09 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide manufacturer's warranty from Date of Substantial Completion, covering the following:
1. Shade Hardware: One year.
2. Fabric: One year.
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12 2400 - 2 WINDOW SHADES
3. Aluminum and Steel Coatings: One year.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Manually Operated Roller Shades:
1. Hunter Douglas; ______: www.hunterdouglas.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
B. Shade Fabric:
1. As indicated on drawings.
2. Substitutions: See Section 01 6000 - Product Requirements.
C. Source Limitations: Furnish products produced by a single manufacturer and obtained from a
single supplier.
2.02 WINDOW SHADE APPLICATIONS
A. Interior Roller Shades: Sheer shades.
1. Type: Roller shades.
2. Color: As indicated on drawings.
3. Mounting: Inside (between jambs).
4. Operation: Manual.
2.03 ROLLER SHADES
A. Roller Shades: Fabric roller shades complete with mounting brackets, roller tubes, hembars,
hardware and accessories.
1. Size: As indicated on drawings.
B. Fabric: Non-flammable, color-fast, impervious to heat and moisture, and able to retain its shape
under normal operation.
1. Flammability: Pass NFPA 701 large and small tests.
C. Roller Tubes: As required for type of operation.
1. Finish: Clear anodized.
D. Hembars: Designed for weight requirements and adaptation to uneven surfaces, to maintain
bottom of shade straight and flat.
1. Style: Half wrap fabric covered bottom bar, flat profile with closed ends.
E. Manual Operation for Interior Shades: Clutch operated continuous loop; beaded ball chain.
2.04 ACCESSORIES
A. Fascias: Size as required to conceal shade mounting.
1. Style: As indicated on drawings.
2. Material and Color: As indicated on the drawings.
B. Brackets and Mounting Hardware: As recommended by manufacturer for mounting
configuration and span indicated.
C. Fasteners: Non-corrosive, and as recommended by shade manufacturer.
2.05 FABRICATION
A. Field measure finished openings prior to ordering or fabrication.
B. Fabricate shades to fit openings within specified tolerances.
1. Vertical Dimensions: Fill openings from head to sill with 1/2 inch (13 mm) space between
bottom bar and window stool.
2. Horizontal Dimensions - Inside Mounting: Fill openings from jamb to jamb.
C. Dimensional Tolerances: As recommended in writing by manufacturer.
D. At openings requiring continuous multiple shade units with separate rollers, locate roller joints at
window mullion centers; butt rollers end-to-end.
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12 2400 - 3 WINDOW SHADES
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine finished openings for deficiencies that may preclude satisfactory installation.
B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory
preparation before proceeding.
C. Start of installation shall be considered acceptance of substrates.
3.02 PREPARATION
A. Prepare surfaces using methods recommended by manufacturer for achieving best result for
substrate under the project conditions.
B. Coordinate with window installation and placement of concealed blocking to support shades.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions and approved shop drawings, using
mounting devices as indicated.
B. Installation Tolerances:
1. Inside Mounting: Maximum space between shade and jamb when closed of 1/16 inch (1.5
mm).
2. Maximum Offset From Level: 1/16 inch (1.5 mm).
C. Replace shades that exceed specified dimensional tolerances at no extra cost to Owner.
D. Adjust level, projection and shade centering from mounting bracket. Verify there is no
telescoping of shade fabric. Ensure smooth shade operation.
3.04 CLEANING
A. Clean soiled shades and exposed components as recommended by manufacturer.
B. Replace shades that cannot be cleaned to "like new" condition.
3.05 CLOSEOUT ACTIVITIES
A. See Section 01 7800 - Closeout Submittals, for closeout submittals.
3.06 PROTECTION
A. Protect installed products from subsequent construction operations.
B. Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION 12 2400
180404 / DL Evans Bank -
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12 3600 - 1 COUNTERTOPS
SECTION 12 3600
COUNTERTOPS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Countertops for architectural cabinet work.
B. Wall-hung counters and vanity tops.
1.02 RELATED REQUIREMENTS
A. Section 220100 - Plumbing Fixtures: Sinks
1.03 REFERENCE STANDARDS
A. ANSI A208.1 - American National Standard for Particleboard; 2016.
B. AWI (QCP) - Quality Certification Program; Current Edition.
C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014, with Errata (2018).
D. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.1;
2016, with Errata (2018).
E. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.
F. PS 1 - Structural Plywood; 2009.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Specimen warranty.
C. Shop Drawings: Complete details of materials and installation; combine with shop drawings of
cabinets and casework specified in other sections.
D. Verification Samples: For each finish product specified, minimum size 6 inches (150 mm)
square, representing actual product, color, and patterns.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Fabricator to install.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.
B. Store and dispose of solvent-based materials, and materials used with solvent-based materials,
in accordance with requirements of local authorities having jurisdiction.
1.07 FIELD CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits
recommended by manufacturer for optimum results. Do not install products under
environmental conditions outside manufacturer's absolute limits.
PART 2 PRODUCTS
2.01 COUNTERTOPS
A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI
(NAAWS), unless noted otherwise.
B. Plastic Laminate Countertops: High-pressure decorative laminate (HPDL) sheet bonded to
substrate.
1. Laminate Sheet, Type PL3-PL4: NEMA LD 3, Grade HGS, 0.048 inch (1.2 mm) nominal
thickness.
a. Manufacturers:
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12 3600 - 2 COUNTERTOPS
1) Panolam Industries International, Inc. Pionite: www.pionitelaminates.com.
2) Wilsonart: www.wilsonart.com/#sle.
b. Finish: Matte or suede, gloss rating of 5 to 20.
c. Surface Color and Pattern: As indicated on drawings.
d. Manufacturers:
1) Panolam Industries International, Inc\Pionite: www.pionitelaminates.com.
2. Exposed Edge Treatment: Square, substrate built up to minimum 1-1/4 inch (32 mm)
thick; covered with matching laminate.
3. Back and End Splashes: Same material, same construction.
2.02 MATERIALS
A. Wood-Based Components:
1. Wood fabricated from old growth timber is not permitted.
B. Adhesives: Chemical resistant waterproof adhesive as recommended by manufacturer of
materials being joined.
C. Joint Sealant: Mildew-resistant silicone sealant, clear.
2.03 FABRICATION
A. Fabricate tops and splashes in the largest sections practicable, with top surface of joints flush.
1. Join lengths of tops using best method recommended by manufacturer.
2. Fabricate to overhang fronts and ends of cabinets 1 inch (25 mm) except where top butts
against cabinet or wall.
3. Prepare all cutouts accurately to size; replace tops having improperly dimensioned or
unnecessary cutouts or fixture holes.
B. Provide back/end splash wherever counter edge abuts vertical surface unless otherwise
indicated.
1. Secure to countertop with concealed fasteners and with contact surfaces set in waterproof
glue.
2. Height: 4 inches (102 mm), unless otherwise indicated.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory
preparation before proceeding.
C. Verify that wall surfaces have been finished and mechanical and electrical services and outlets
are installed in proper locations.
3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
3.03 INSTALLATION
A. Securely attach countertops to cabinets using concealed fasteners. Make flat surfaces level;
shim where required.
B. Attach plastic laminate countertops using screws with minimum penetration into substrate board
of 5/8 inch (16 mm).
C. Seal joint between back/end splashes and vertical surfaces.
3.04 TOLERANCES
A. Variation From Horizontal: 1/8 inch in 10 feet (3 mm in 3 m), maximum.
B. Offset From Wall, Countertops: 1/8 inch (3 mm) maximum; 1/16 inch (1.5 mm) minimum.
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12 3600 - 3 COUNTERTOPS
C. Field Joints: 1/8 inch (3 mm) wide, maximum.
3.05 CLEANING
A. Clean countertops surfaces thoroughly.
3.06 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Date of Substantial Completion.
END OF SECTION 12 3600
180404 / DL Evans Bank -
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12 9313 - 1 BICYCLE RACKS
SECTION 12 9313
BICYCLE RACKS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Bicycle racks.
1.02 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
C. Shop Drawings: Indicate size, shape, and dimensions, including clearances from adjacent
walls, doors, and obstructions.
D. Selection Samples: For each finish product specified, color chips representing manufacturer's
full range of available colors and patterns.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Outdoor Bicycle Racks:
1. Landscape Forms: www.landscapeforms.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 BICYCLE RACKS
A. Exterior Bicycle Racks: Device allows user provided lock to simultaneously secure one wheel
and part of the frame on each bicycle parked or racked.
1. Style: Ring Bike Rack
2. Configuration: As indicated on drawings
3. Mounting, Ground: In-ground anchor.
4. Color: Stainless Steel - Satin Finish.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine surfaces to receive bicycle racks.
B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory
preparation before proceeding.
C. Do not begin installation until unsatisfactory substrates have been properly repaired.
3.02 PREPARATION
A. Ensure surfaces to receive bicycle racks are clean, flat, and level.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install bicycle racks level, plumb, square, and correctly located as indicated on drawings.
C. In-Ground Embedded Installation:
1. Prepare holes in size and depth according to manufacturer's instructions.
2. Prepare holes for anchoring cement according to manufacturers instructions.
3. Place bike rack into position and fill holes with anchoring cement. Ensure rack is level.
4. Support until dry.
3.04 CLEANING
A. Clean installed work to like-new condition. Do not use cleaning materials or methods that could
damage finish.
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12 9313 - 2 BICYCLE RACKS
3.05 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Date of Substantial Completion.
END OF SECTION 12 9313