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OLIVE BRANCH CHURCH INTERIOR RENOVATION AND FAÇADE IMPROVEMENTS

938 HAVENHILL DRIVE NASHVILLE, TN 37217

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PROJECT MANUAL 02 AUGUST 2016

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PROJECT TEAM ______________________________________________________

Architecture: Centric Architecture, Inc.

Structural Engineering: EMC

Mechanical, Electrical, Plumbing and Fire Protection Engineering: MP&E Engineering

Centric Project Number: 14032

OLIVE BRANCH CHURCH CENTRIC ARCHITECTURE 938 Havenhill Drive PROJECT NUMBER 14032

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 3000 - Administrative Requirements

C. 01 4000 - Quality Requirements

D. 01 6000 - Product Requirements

E. 01 6166 - VOC Content Restrictions

F. 01 7000 - Execution and Closeout Requirements

2.02 DIVISION 02 -- EXISTING CONDITIONS

A. 02 4100 - Demolition

2.03 DIVISION 05 -- METALS

A. 05 5213 - Pipe and Tube Railings

2.04 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

A. 06 1000 - Rough Carpentry

B. 06 2000 - Finish Carpentry

C. 06 4100 - Architectural Wood Casework

D. 06 4216 - Wood-Veneer Paneling

2.05 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

A. 07 2100 - Thermal Insulation

B. 07 2129 - Sprayed Insulation

2.06 DIVISION 08 -- OPENINGS

A. 08 1113 - Hollow Metal Doors and Frames

B. 08 1416 - Flush Wood Doors

C. 08 4313 - Aluminum-Framed Storefronts

D. 08 4413 - Glazed Aluminum Curtain Walls

E. 08 8000 - Glazing

2.07 DIVISION 09 -- FINISHES

A. 09 0811 – Glass Railing

B. 09 2116 - Gypsum Board Assemblies

C. 09 3000 – Tiling

D. 09 5000 – Wood Slat Ceiling

E. 09 5100 - Acoustical Ceilings

F. 09 6429 – Wood Strip and Plank Flooring

G. 09 6519 - Resilient Tile Flooring

H. 09 6813 - Tile Carpeting

2.08 DIVISION 10 -- SPECIALTIES


00 0110 - 2 TABLE OF CONTENTS

A. 10 2226.33 - Folding Panel Partitions

2.09 DIVISION 12 -- FURNISHINGS

A. 12 3600 - Countertops

END OF SECTION

OLIVE BRANCH CHURCH CENTRIC ARCHITECTURE938 Havenhill Drive PROJECT NUMBER 14032

01 1000 - 1 SUMMARY

SECTION 01 1000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Olive Branch Church

B. Owner's Name: Greg McKnight.

C. Architect's Name: Centric Architecture.

D. The Project consists of the renovation to interior and exterior of of Vultee Church of Christ.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in Document00 5200 - Agreement Form.

1.03 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is shown on drawings and specified in Section 02 4100.

B. Scope of alterations work is shown on drawings.

C. Plumbing: Work as Shown on Drawings.

D. HVAC: Repair existing sytems in place, installed new systems in Fellowship Hall, Balcony, andAdministration Area.

E. Electrical Power and Lighting: Work as shown on drawings.

F. Low Voltage Work in Sanctuary: Coordinate with Owner provided vendor.

G. Audio/Visual: Coordinate with Owner provided vendor

H. Furniture: Coordinate with Owner provided vendor.

I. Fire Suppression Sprinklers: Work as shown on drawings.

J. Fire Alarm: Work as shown on drawings.

K. Security System: Coordinate with Owner provided system.

1.04 WORK BY OWNER

A. Owner has awarded a contract for supply and installation of building security, low voltage,audio/visual, and furniture which commenced TBD.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. 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 temporarilyaltered.

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 3000 - 1 ADMINISTRATIVEREQUIREMENTS

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preconstruction meeting.

B. Site mobilization meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Progress photographs.

F. Submittals for review, information, and project closeout.

G. Submittal procedures.

1.02 REFERENCE STANDARDS

A. AIA G810 - Transmittal Letter; 2001.

1.03 PROJECT COORDINATION

A. Project Coordinator: Construction Manager.

B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field officesand sheds, for building access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordinator.

D. Comply with Project Coordinator's procedures for intra-project communications; submittals,reports and records, schedules, coordination drawings, and recommendations; and resolution ofambiguities and conflicts.

E. Comply with instructions of the Project Coordinator for use of temporary utilities andconstruction facilities.

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.

G. Make the following types of submittals to Architect through the Project Coordinator:1. Requests for interpretation.2. Requests for substitution.3. Shop drawings, product data, and samples.4. Test and inspection reports.5. Design data.6. Manufacturer's instructions and field reports.7. Applications for payment and change order requests.8. Progress schedules.9. Coordination drawings.10. Correction Punch List and Final Correction Punch List for Substantial Completion.11. Closeout submittals.12. Provide a submittal register.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Architect will schedule a meeting after permit is received.

B. Attendance Required:1. Owner.2. Architect.3. Contractor.

C. Agenda:



1. Submission of executed bonds and insurance certificates.2. Submission of list of Subcontractors, list of Products, schedule of values, and progress

schedule.3. Designation of personnel representing the parties to Contract and Architect.4. Procedures and processing of field decisions, submittals, substitutions, applications for

payments, proposal request, Change Orders, and Contract closeout procedures.5. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Architect, Owner, participants, and those affected by decisions made.

3.02 SITE MOBILIZATION MEETING

A. Schedule meeting at the Project site prior to Contractor occupancy.

B. Attendance Required:1. Contractor.2. Owner.3. Architect.4. Contractor's Superintendent.5. Major Subcontractors.

C. Agenda:1. Use of premises by Owner and Contractor.2. Owner's requirements and occupancy prior to completion.3. Construction facilities and controls provided by Owner.4. Temporary utilities provided by Owner.5. Survey and building layout.6. Security and housekeeping procedures.7. Schedules.8. Application for payment procedures.9. Procedures for testing.10. Procedures for maintaining record documents.11. Requirements for start-up of equipment.12. Inspection and acceptance of equipment put into service during construction period.

D. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Architect, Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthlyintervals.

B. Attendance Required:1. Contractor.2. Owner.3. Architect.4. Contractor's Superintendent.

C. Agenda:1. Review of Work progress.2. Field observations, problems, and decisions.3. Identification of problems that impede, or will impede, planned progress.4. Review of submittals schedule and status of submittals.5. Maintenance of progress schedule.6. Corrective measures to regain projected schedules.7. Planned progress during succeeding work period.8. Maintenance of quality and work standards.9. Effect of proposed changes on progress schedule and coordination.10. Other business relating to Work.



3.04 CONSTRUCTION PROGRESS SCHEDULE

A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. Within 10 days after review of preliminary schedule, submit draft of proposed completeschedule for review.1. Include written certification that major contractors have reviewed and accepted proposed

schedule.

C. Within 5 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

3.05 PROGRESS PHOTOGRAPHS

A. Submit new photographs at least once a month, within 3 days after exposure.

B. Photography Type: Digital; electronic files.

C. In addition to periodic, recurring views, take photographs of each of the following events:1. Foundations in progress and upon completion.2. Structural framing in progress and upon completion.3. Final completion, minimum of ten (10) photos.

3.06 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 conformance withinformation given and the design concept expressed in the contract documents.

C. Samples will be reviewed only for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURESarticle below and for record documents purposes described in Section 01 7800 - CloseoutSubmittals.

3.07 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. No action will betaken.

3.08 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout: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.



3.09 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked upfile 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 beretained by Architect.1. After review, produce duplicates.2. Retained samples will not be returned to Contractor unless specifically so stated.

3.10 SUBMITTAL PROCEDURES

A. Shop Drawing Procedures:1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the

Contract Documents and coordinating related Work.2. Generic, non-project specific information submitted as shop drawings do not meet the

requirements for shop drawings.

B. Transmit each submittal with a copy of approved submittal form.

C. Sequentially number the transmittal form. Revise submittals with original number and asequential alphabetic suffix.

D. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, andspecification section number, as appropriate on each copy.

E. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification ofProducts required, field dimensions, adjacent construction Work, and coordination ofinformation is in accordance with the requirements of the Work and Contract Documents.

F. Schedule submittals to expedite the Project, and coordinate submission of related items.

G. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

H. Identify variations from Contract Documents and Product or system limitations that may bedetrimental to successful performance of the completed Work.

I. Provide space for Contractor and Architect review stamps.

J. When revised for resubmission, identify all changes made since previous submission.

K. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability tocomply with requirements.

L. Submittals not requested will not be recognized or processed.

END OF SECTION


01 4000 - 1 QUALITY REQUIREMENTS

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL


A. Quality assurance.

B. Control of installation.

C. Testing and inspection agencies and services.

D. Control of installation.

E. Mock-ups.

F. Manufacturers' field services.

G. Defect Assessment.


A. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2010.

1.03 QUALITY ASSURANCE

A. Testing Agency Qualifications:1. Prior to start of Work, submit agency name, address, and telephone number, and names

of full time registered Engineer and responsible officer.2. Submit copy of report of laboratory facilities inspection made by NIST Construction

Materials Reference Laboratory during most recent inspection, with memorandum ofremedies of any deficiencies reported by the inspection.

3. Qualification Statement: Provide documentation showing testing laboratory is accreditedunder IAS AC89.

1.04 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Contractor shall employ and pay for services of an independent testing agency to perform otherspecified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work inaccordance with requirements of Contract Documents.

PART 3 EXECUTION

2.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, andworkmanship, 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 fromArchitect before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringenttolerances, codes, or specified requirements indicate higher standards or more preciseworkmanship.

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 themanufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstandstresses, vibration, physical distortion, and disfigurement.

2.02 MOCK-UPS

A. Before installing portions of the Work where mock-ups are required, construct mock-ups inlocation and size indicated for each form of construction and finish required to comply with the



following requirements, using materials indicated for the completed Work. The purpose ofmock-up is to demonstrate the proposed range of aesthetic effects and workmanship.

B. Accepted mock-ups establish the standard of quality the Architect will use to judge the Work.

C. Integrated Exterior Mock-ups: construct integrated exterior mock-up as indicated on Drawings.Coordinate installation of exterior envelope materials and products as required in individualSpecification Sections. Provide adequate supporting structure for mock-up materials asnecessary.

D. Tests shall be performed under provisions identified in this section and identified in therespective product specification sections.

E. Assemble and erect specified items with specified attachment and anchorage devices,flashings, seals, and finishes.

F. Accepted mock-ups shall be a comparison standard for the remaining Work.

G. Where mock-up has been accepted by Architect and is specified in product specificationsections to be removed, protect mock-up throughout construction, remove mock-up and cleararea when directed to do so by Architect.

2.03 TESTING AND INSPECTION

A. Testing Agency Duties:1. Provide qualified personnel at site. Cooperate with Architect and Contractor in

performance of services.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-conformance 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. 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 requiringtesting/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additionalsamples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspectionsrequired by Contractor beyond specified requirements.

D. Re-testing required because of non-conformance to specified requirements shall be performedby the same agency on instructions by Architect.



E. Re-testing required because of non-conformance to specified requirements shall be paid for byContractor.

2.04 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers ormanufacturers to provide qualified staff personnel to observe site conditions, conditions ofsurfaces and installation, quality of workmanship, start-up of equipment, as applicable, and toinitiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that aresupplemental or contrary to manufacturers' written instructions.

2.05 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect willdirect an appropriate remedy or adjust payment.

END OF SECTION


01 6000 - 1 PRODUCT REQUIREMENTS

SECTION 01 6000

PRODUCT REQUIREMENTS

PART 1 GENERAL


A. Transportation, handling, storage and protection.

B. Product option requirements.

C. Substitution limitations and procedures.

D. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 RELATED REQUIREMENTS

A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions: Requirements forVOC-restricted product categories.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. DO NOT USE products having any of the following characteristics:1. Made using or containing CFC's or HCFC's.2. Made of wood from newly cut old growth timber.3. Containing lead, cadmium, asbestos.

C. Where all other criteria are met, Contractor shall give preference to products that:1. If wet-applied, have lower VOC content, as defined in Section 01 6116.2. Have a published GreenScreen Chemical Hazard Analysis.

2.02 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meetingthose standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of themanufacturers 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 inindividual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. Document each request with complete data substantiating compliance of proposed substitutionwith Contract Documents.

B. 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.

C. Substitution Submittal Procedure (after contract award):


01 6000 - 2 PRODUCT REQUIREMENTS

1. Submit three copies of request for substitution for consideration. Limit each request to oneproposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposedproduct equivalence. Burden of proof is on proposer.

3. The Architect will notify Contractor in writing of decision to accept or reject request.

3.02 TRANSPORTATION AND HANDLING

A. Package products for shipment in manner to prevent damage; for equipment, package to avoidloss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside ofpackaging.

C. Coordinate schedule of product delivery to designated prepared areas in order to minimize sitestorage 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 ofsurrounding areas.

F. Promptly inspect shipments to ensure that products comply with requirements, quantities arecorrect, 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.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according toinstallation schedule and placed convenient to work area in order to minimize waste due toexcessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environmentfavorable 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 othercontaminants.

G. Comply with manufacturer's warranty conditions, if any.

H. Cover products subject to deterioration with impervious sheet covering. Provide ventilation toprevent 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 verifyproducts are undamaged and are maintained in acceptable condition.

END OF SECTION


01 6116 - 1 VOLATILE ORGANICCOMPOUND (VOC) CONTENT

RESTRICTIONS

SECTION 01 6116

VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

PART 1 GENERAL


A. Requirements for Indoor-Emissions-Restricted products.

B. Requirements for VOC-Content-Restricted products.

C. Requirement for installer certification that they did not use any non-compliant products.


A. Section 01 3000 - Administrative Requirements: Submittal procedures.

1.03 DEFINITIONS

A. Indoor-Emissions-Restricted Products: All products in the following product categories, whetherspecified or not:1. Interior paints and coatings.2. Interior adhesives and sealants, including flooring adhesives.3. Thermal and acoustical insulation.

B. VOC-Content-Restricted Products: All products in the following product categories, whetherspecified or not:1. Interior paints and coatings.2. Interior adhesives and sealants, including flooring adhesives.

C. Interior of Building: Anywhere inside the exterior weather barrier.

D. Adhesives: All gunnable, trowelable, liquid-applied, and aerosol adhesives, whether specified ornot; including flooring adhesives, resilient base adhesives, and pipe jointing adhesives.

E. Sealants: All gunnable, trowelable, and liquid-applied joint sealants and sealant primers,whether specified or not; including firestopping sealants and duct joint sealers.

F. Inherently Non-Emitting Materials: Products composed wholly of minerals or metals, unlessthey include organic-based surface coatings, binders, or sealants; and specifically the following:1. Concrete.2. Clay brick.3. Metals that are plated, anodized, or powder-coated.4. Glass.5. Ceramics.6. Solid wood flooring that is unfinished and untreated.


A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards forArchitectural Coatings; U.S. Environmental Protection Agency; current edition.

B. ASTM D3960 - Standard Practice for Determining Volatile Organic Compound (VOC) Content ofPaints and Related Coatings; 2005 (Reapproved 2013).

C. CARB (SCM) - Suggested Control Measure for Architectural Coatings; California Air ResourcesBoard; 2007.

D. GreenSeal GS-36 - Commercial Adhesives; 2011.

E. SCAQMD 1113 - South Coast Air Quality Management District Rule No.1113; current edition.

F. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition.

1.05 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: For each VOC-restricted product used in the project, submit evidence ofcompliance.


01 6116 - 2 VOLATILE ORGANICCOMPOUND (VOC) CONTENT

RESTRICTIONS

C. Installer Certifications Regarding Prohibited Content: Require each installer of any type ofproduct (not just the products for which VOC restrictions are specified) to certify that either 1) noadhesives, joint sealants, paints, coatings, or composite wood or agrifiber products have beenused in the installation of his products, or 2) that such products used comply with theserequirements.


A. VOC Content Test Method: 40 CFR 59, Subpart D (EPA Method 24), or ASTM D3960, unlessotherwise indicated.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.c. Certification by manufacturer that product complies with requirements.

B. Testing Agency Qualifications: Independent firm specializing in performing testing andinspections of the type specified in this section.

PART 2 PRODUCTS

2.01 MATERIALS

A. All Products: Comply with the most stringent of federal, State, and local requirements, or thesespecifications.

B. VOC-Content-Restricted Products: VOC content not greater than required by the following:1. Adhesives, Including Flooring Adhesives: SCAQMD 1168 Rule.2. Aerosol Adhesives: GreenSeal GS-36.3. Joint Sealants: SCAQMD 1168 Rule.4. Paints and Coatings: Each color; most stringent of the following:

a. 40 CFR 59, Subpart D.b. SCAQMD 1113 Rule.c. CARB (SCM).

PART 3 EXECUTION

3.01 FIELD QUALITY CONTROL

A. Owner reserves the right to reject non-compliant products, whether installed or not, and requiretheir 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 beborne by Contractor.

END OF SECTION


01 7000 - 1 EXECUTION AND CLOSEOUTREQUIREMENTS

SECTION 01 7000

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 GENERAL


A. Examination, preparation, and general installation procedures.

B. Requirements for alterations work, including selective demolition, except removal, disposal,and/or remediation of hazardous materials and toxic substances.

C. Pre-installation meetings.

D. Cutting and patching.

E. Surveying for laying out the work.

F. Cleaning and protection.

G. Starting of systems and equipment.

H. Demonstration and instruction of Owner personnel.

I. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.

J. General requirements for maintenance service.


A. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy;work sequence; identification of salvaged and relocated materials.

B. Section 01 3000 - Administrative Requirements: Submittals procedures, Electronic documentsubmittal service.

C. Section 01 4000 - Quality Requirements: Testing and inspection procedures.

D. Section 01 7419 - Construction Waste Management and Disposal: Additional procedures fortrash/waste removal, recycling, salvage, and reuse.

E. Section 01 7800 - Closeout Submittals: Project record documents, operation and maintenancedata, warranties and bonds.

F. Section 01 7900 - Demonstration and Training: Demonstration of products and systems to becommissioned and where indicated in specific specification sections


A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;2013.

1.04 SUBMITTALS


B. Survey work: Submit name, address, and telephone number of Surveyor before starting surveywork as applicable.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.

D. Project Record Documents: Accurately record actual locations of capped and active utilities.



1.05 QUALIFICATIONS

A. For survey 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 insurancecoverage in the form of an Insurance Certificate.

B. For field engineering, employ a professional engineer of the discipline required for specificservice on Project, licensed in the State in which the Project is located.

C. For design of temporary shoring and bracing, employ a Professional Engineer experienced indesign of this type of work and licensed in the State in which the Project is located.

1.06 PROJECT CONDITIONS

A. Use of explosives is not permitted.

B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintainpumping equipment.

C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to preventaccumulation of dust, fumes, vapors, or gases.

D. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and overadjacent property.1. Provide dust-proof enclosures to prevent entry of dust generated outdoors.

E. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insectsfrom damaging the work.

F. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing orinvading premises.

G. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil,water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced byconstruction operations. Comply with federal, state, and local regulations.

1.07 COORDINATION

A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual toensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later.

B. Notify affected utility companies and comply with their requirements.

C. Verify that utility requirements and characteristics of new operating equipment are compatiblewith building utilities. Coordinate work of various sections having interdependent responsibilitiesfor installing, connecting to, and placing in service, such equipment.

D. Coordinate space requirements, supports, and installation of mechanical and electrical workthat are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, andconduit, as closely as practicable; place runs parallel with lines of building. Utilize spacesefficiently 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 theconstruction. 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 workand work not in accordance with Contract Documents, to minimize disruption of Owner'sactivities.

PART 2 PRODUCTS

2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patchingand extending work.



B. Type and Quality of Existing Products: Determine by inspecting and testing products wherenecessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitutiondescribed 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 beingapplied 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 minimizewaste due to over-ordering or misfabrication.

E. Verify that utility services are available, of the correct characteristics, and in the correctlocations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elementssubject to damage or movement during cutting and patching. After uncovering existing work,assess conditions affecting performance of work. Beginning of cutting or patching meansacceptance 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 toapplying 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 siteprior to commencing work of the section.

B. Require attendance of parties directly affecting, or affected by, work of the specific section.

C. Notify Architect seven days in advance of meeting date.

D. Presinstallation meetings are required for:1. Curtain Wall2. Storefront3. HVAC in all locations4. LVT Flooring5. Tile Flooring in Vestibule6. Overhead wood structure in Sanctuary7. Pew installation coordination.8. Balcony Structure9. General Layout and HVAC in Fellowship Hall

E. Prepare agenda and preside at meeting:1. Review conditions of examination, preparation and installation procedures.2. Review coordination with related work.

F. Record minutes and distribute copies within two days after meeting to participants, with twocopies 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. 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'sinstructions 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 andhorizontal 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 ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation andexisting record documents only.1. Verify that construction and utility arrangements are as shown.2. Report discrepancies to Architect before disturbing existing installation.3. Beginning of alterations work constitutes acceptance of existing conditions.

B. Maintain weatherproof exterior building enclosure except for interruptions required forreplacement or modifications; take care to prevent water and humidity damage.1. Where openings in exterior enclosure exist, provide construction to make exterior

enclosure weatherproof.2. Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by

alterations work.

C. Remove existing work as indicated and as required to accomplish new work.1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace

with new construction specified.2. Remove items indicated on drawings.3. Relocate items indicated on drawings.4. Where new surface finishes are to be applied to existing work, perform removals, patch,

and prepare existing surfaces as required to receive new finish; remove existing finish ifnecessary for successful application of new finish.

5. Where new surface finishes are not specified or indicated, patch holes and damagedsurfaces to match adjacent finished surfaces as closely as possible.

D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, andTelecommunications): Remove, relocate, and extend existing systems to accommodate newconstruction.1. Maintain existing active systems that are to remain in operation; maintain access to

equipment and operational components; if necessary, modify installation to allow access orprovide access panel.

2. Where existing systems or equipment are not active and Contract Documents requirereactivation, put back into operational condition; repair supply, distribution, and equipmentas required.

3. Where existing active systems serve occupied facilities but are to be replaced with newservices, maintain existing systems in service until new systems are complete and readyfor service.a. Disable existing systems only to make switchovers and connections; minimize

duration of outages.b. Provide temporary connections as required to maintain existing systems in service.

4. Verify that abandoned services serve only abandoned facilities.5. Remove abandoned pipe, ducts, conduits, and equipment, including those above

accessible ceilings; remove back to source of supply where possible, otherwise cap stuband tag with identification; patch holes left by removal using materials specified for newconstruction.



E. Protect existing work to remain.1. Prevent movement of structure; provide shoring and bracing if necessary.2. Perform cutting to accomplish removals neatly and as specified for cutting new work.3. Repair adjacent construction and finishes damaged during removal work.

F. Adapt existing work to fit new work: Make as neat and smooth transition as possible.1. When existing finished surfaces are cut so that a smooth transition with new work is not

possible, terminate existing surface along a straight line at a natural line of division andmake recommendation to Architect.

2. Where removal of partitions or walls results in adjacent spaces becoming one, reworkfloors, walls, and ceilings to a smooth plane without breaks, steps, or bulkheads.

3. Where a change of plane of 1/4 inch (6 mm) or more occurs in existing work, submitrecommendation for providing a smooth transition for Architect review and requestinstructions.

G. Patching: Where the existing surface is not indicated to be refinished, patch to match thesurface finish that existed prior to cutting. Where the surface is indicated to be refinished, patchso that the substrate is ready for the new finish.

H. Refinish existing surfaces as indicated:1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces

to remain to the specified condition for each material, with a neat transition to adjacentfinishes.

2. If mechanical or electrical work is exposed accidentally during the work, re-cover andrefinish to match.

I. Clean existing systems and equipment.

J. Remove demolition debris and abandoned items from alterations areas and dispose of off-site;do not burn or bury.

K. Do not begin new construction in alterations areas before demolition is complete.

L. Comply with all other applicable requirements of this section.

3.07 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.

B. See Alterations article above for additional requirements.

C. 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.

D. Execute work by methods that avoid damage to other work and that will provide appropriatesurfaces to receive patching and finishing. In existing work, minimize damage and restore tooriginal condition.

E. Employ original installer to perform cutting for weather exposed and moisture resistantelements, and sight exposed surfaces.

F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without priorapproval.

G. Restore work with new products in accordance with requirements of Contract Documents.

H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

I. Patching:



1. Finish patched surfaces to match finish that existed prior to patching. On continuoussurfaces, refinish to nearest intersection or natural break. For an assembly, refinish entireunit.

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, repairsubstrate prior to repairing finish.

3.08 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderlycondition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closedor remote spaces, prior to enclosing the space.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaningto eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and disposeoff-site; do not burn or bury.

3.09 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 immediatework 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 movementof heavy objects, by protecting with durable sheet materials.

F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity isnecessary, obtain recommendations for protection from waterproofing or roofing materialmanufacturer.

G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings ifpossible.

3.10 SYSTEM STARTUP

A. Coordinate schedule for start-up of various equipment and systems.

B. Verify that each piece of equipment or system has been checked for proper lubrication, driverotation, belt tension, control sequence, and for conditions that may cause damage.

C. Verify tests, meter readings, and specified electrical characteristics agree with those required bythe equipment or system manufacturer.

D. Verify that wiring and support components for equipment are complete and tested.

E. Execute start-up under supervision of applicable Contractor personnel and manufacturer'srepresentative in accordance with manufacturers' instructions.

F. When specified in individual specification Sections, require manufacturer to provide authorizedrepresentative to be present at site to inspect, check, and approve equipment or systeminstallation prior to start-up, and to supervise placing equipment or system in operation.

G. Submit a written report that equipment or system has been properly installed and is functioningcorrectly.

3.11 DEMONSTRATION AND INSTRUCTION

A. Demonstrate operation and maintenance of products to Owner's personnel two weeks prior todate 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 otherseason within six months.

D. Provide a qualified person who is knowledgeable about the Project to perform demonstrationand instruction of owner personnel.

E. Utilize operation and maintenance manuals as basis for instruction. Review contents of manualwith Owner's personnel in detail to explain all aspects of operation and maintenance.

F. Prepare and insert additional data in operations and maintenance manuals when need foradditional data becomes apparent during instruction.

3.12 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.

3.13 FINAL CLEANING

A. Use cleaning materials that are nonhazardous.

B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stainsand foreign substances, polish transparent and glossy surfaces, vacuum carpeted and softsurfaces.

C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels ornameplates on mechanical and electrical equipment.

D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to thesurface and material being cleaned.

E. Clean filters of operating equipment.

F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, anddrainage systems.

G. Clean site; sweep paved areas, rake clean landscaped surfaces.

H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;dispose of in legal manner; do not burn or bury.

3.14 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 forcompletion or correction in the Contractor's Correction Punch List for Contractor's Notice ofSubstantial Completion.

C. Notify Architect when work is considered ready for Architect's Substantial Completioninspection.

D. Submit written certification containing Contractor's Correction Punch List, that ContractDocuments have been reviewed, work has been inspected, and that work is complete inaccordance with Contract Documents and ready for Architect's Substantial Completioninspection.

E. Conduct Substantial Completion inspection and create Final Correction Punch List containingArchitect's and Contractor's comprehensive list of items identified to be completed or correctedand submit to Architect.

F. Correct items of work listed in Final Correction Punch List and comply with requirements foraccess to Owner-occupied areas.

G. Notify Architect when work is considered finally complete and ready for Architect's SubstantialCompletion final inspection.

H. Complete items of work determined by Architect listed in executed Certificate of SubstantialCompletion.

3.15 MAINTENANCE

A. Provide service and maintenance of components indicated in specification sections.



B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than oneyear from the Date of Substantial Completion or the length of the specified warranty, whicheveris longer.

C. Examine system components at a frequency consistent with reliable operation. Clean, adjust,and lubricate as required.

D. Include systematic examination, adjustment, and lubrication of components. Repair or replaceparts whenever required. Use parts produced by the manufacturer of the original component.

E. Maintenance service shall not be assigned or transferred to any agent or subcontractor withoutprior written consent of the Owner.

END OF SECTION


02 4100 - 1 DEMOLITION

SECTION 02 4100

DEMOLITION

PART 1 GENERAL


A. Selective demolition of building elements for alteration purposes.


A. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use byContractor.

B. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvageand relocation.


A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.

B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;2013.

1.04 SUBMITTALS


B. Site Plan: Showing:1. Areas for temporary construction and field offices.

C. Project Record Documents: Accurately record actual locations of capped and active utilitiesand subsurface construction.


A. Demolition Firm Qualifications: Company specializing in the type of work required.1. Minimum of 5 years of documented experience.

PART 3 EXECUTION

2.01 SCOPE

A. Demiolition as noted in the drawings.

B. Remove other items indicated, for salvage, relocation, and recycling.

2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacentstructures 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 ofunstable 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 fromremoval operations.

8. Obtain written permission from owners of adjacent properties when demolition equipmentwill traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Protect existing structures and other elements that are not to be removed.


02 4100 - 2 DEMOLITION

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.

D. Hazardous Materials: Comply with 29 CFR 1926 and state and local regulations.

2.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with theirrequirements; obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification ofutility type; protect from damage due to subsequent construction, using substantial barricades ifnecessary.

E. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnectedand abandoned utilities.

2.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation andexisting record documents only.1. Verify that construction and utility arrangements are as shown.2. Report discrepancies to Architect before disturbing existing installation.3. Beginning of demolition work constitutes acceptance of existing conditions that would be

apparent upon examination prior to starting demolition.

B. Maintain weatherproof exterior building enclosure except for interruptions required forreplacement or modifications; take care to prevent water and humidity damage.

C. Remove existing work as indicated and as required to accomplish new work.1. Remove items indicated on drawings.

D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, andTelecommunications): Remove existing systems and equipment as indicated.1. Maintain existing active systems that are to remain in operation; maintain access to

equipment and operational components.2. Where existing active systems serve occupied facilities but are to be replaced with new

services, maintain existing systems in service until new systems are complete and readyfor service.

3. Verify that abandoned services serve only abandoned facilities before removal.4. Remove abandoned pipe, ducts, conduits, and equipment, including those above

accessible ceilings; remove back to source of supply where possible, otherwise cap stuband tag with identification.

E. Protect existing work to remain.1. Prevent movement of structure; provide shoring and bracing if necessary.2. Perform cutting to accomplish removals neatly and as specified for cutting new work.3. Repair adjacent construction and finishes damaged during removal work.4. Patch as specified for patching new work.

2.05 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


05 5213 - 1 PIPE AND TUBE RAILINGS

SECTION 05 5213

PIPE AND TUBE RAILINGS

PART 1 GENERAL


A. Wall mounted handrails.

B. Stair railings and guardrails.

C. Free-standing railings at steps.


A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.

B. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,Welded and Seamless; 2012.

C. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless CarbonSteel Structural Tubing in Rounds and Shapes; 2013.

D. ASTM E935 - Standard Test Methods for Performance of Permanent Metal Railing Systemsand Rails for Buildings; 2013.

E. ASTM E985 - Standard Specification for Permanent Metal Railing Systems and Rails forBuildings; 2000 (Reapproved 2006).

1.03 SUBMITTALS


B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type offasteners, and accessories.

PART 2 PRODUCTS

2.01 RAILINGS - GENERAL REQUIREMENTS

A. Design, fabricate, and test railing assemblies in accordance with the most stringentrequirements of ASTM E985 and applicable local code.

B. Distributed Loads: Design railing assembly, wall rails, and attachments to resist distributedforce of 50 pounds per linear foot (730 N/m) applied to the top of the assembly and in anydirection, without damage or permanent set. Test in accordance with ASTM E935.

C. Concentrated Loads: Design railing assembly, wall rails, and attachments to resist aconcentrated force of 200 pounds (890 N) applied at any point on the top of the assembly and inany direction, without damage or permanent set. Test in accordance with ASTM E935.

D. Allow for expansion and contraction of members and building movement without damage toconnections or members.

E. Dimensions: See drawings for configurations and heights.

F. Provide anchors and other components as required to attach to structure, made of samematerials as railing components unless otherwise indicated; where exposed fasteners areunavoidable provide flush countersunk fasteners.

G. Provide slip-on non-weld mechanical fittings to join lengths, seal open ends, and concealexposed mounting bolts and nuts, including but not limited to elbows, T-shapes, spliceconnectors, flanges, escutcheons, and wall brackets.

2.02 STEEL RAILING SYSTEM

A. Steel Tube: ASTM A500/A500M, Grade B cold-formed structural tubing.

B. Steel Pipe: ASTM A53/A53M, Grade B Schedule 80, black and galvanized finish, as indicated.

2.03 FABRICATION

A. Accurately form components to suit specific project conditions and for proper connection tobuilding structure.


05 5213 - 2 PIPE AND TUBE RAILINGS

B. Fit and shop assemble components in largest practical sizes for delivery to site.

C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves toaccommodate site assembly and installation.

D. Welded Joints:1. Interior Components: Continuously seal joined pieces by continuous welds.2. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints

butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

3.02 PREPARATION

A. Clean and strip primed steel items to bare metal where site welding is required.

B. Supply items required to be cast into concrete or embedded in masonry with setting templates,for installation as work of other sections.

3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Install components plumb and level, accurately fitted, free from distortion or defects, with tightjoints.

C. Install railings in compliance with ADA Standards for accessible design at applicable locations.

D. Anchor railings securely to structure.

E. Conceal anchor bolts and screws whenever possible. Where not concealed, use flushcountersunk fastenings.

3.04 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch (6 mm) per floor level, non-cumulative.

B. Maximum Offset From True Alignment: 1/4 inch (6 mm).

C. Maximum Out-of-Position: 1/4 inch (6 mm).

END OF SECTION


06 1000 - 1 ROUGH CARPENTRY

SECTION 06 1000

ROUGH CARPENTRY

PART 1 GENERAL


A. Roof-mounted curbs.

B. Roofing nailers.

C. Preservative treated wood materials.

D. Communications and electrical room mounting boards.

E. Concealed wood blocking, nailers, and supports.


A. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;2015a.

B. AWPA U1 - Use Category System: User Specification for Treated Wood; 2012.

C. PS 1 - Structural Plywood; 2009.

D. PS 20 - American Softwood Lumber Standard; 2010.

1.03 SUBMITTALS


B. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet orexceed specified requirements.

C. Warranty: Submit manufacturer warranty and ensure that forms have been completed inOwner's name and registered with manufacturer.

1.04 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood products to protect against moisture. Support stacked products to preventdeformation and to allow air circulation.

1.05 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.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.1. If no species is specified, provide any species graded by the agency specified; if no

grading agency is specified, provide lumber graded by any grading agency meeting thespecified requirements.

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 servicefor the species and grade specified; provide lumber stamped with grade mark unlessotherwise indicated.

B. Lumber fabricated from old growth timber is not permitted.

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS

A. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:1. Lumber: S4S, No. 2 or Standard Grade.2. Boards: Standard or No. 3.



2.03 CONSTRUCTION PANELS

A. Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium densityfiberboard; 3/4 inch (19 mm) thick; flame spread index of 25 or less, smoke developed index of450 or less, when tested in accordance with ASTM E84.

2.04 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category Systemfor wood treatments determined by use categories, expected service conditions, and specificapplications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an

ALSC-accredited testing agency, certifying level and type of treatment in accordance withAWPA standards.

B. Preservative Treatment:1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category

UC3B, Commodity Specification A using waterborne preservative to 0.25 lb/cu ft (4.0 kg/cum) retention.a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.b. Treat lumber exposed to weather.c. Treat lumber in contact with roofing, flashing, or waterproofing.d. Treat lumber in contact with masonry or concrete.

PART 3 EXECUTION

3.01 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessorycomponents, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediatelyafter installation sufficient to remove indoor air contaminants.

3.02 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures,specialty items, and trim.

B. In metal stud walls, provide continuous blocking around door and window openings foranchorage of frames, securely attached to stud framing.

C. In walls, provide blocking attached to studs as backing and support for wall-mounted items,unless item can be securely fastened to two or more studs or other method of support isexplicitly indicated.

D. Where ceiling-mounting is indicated, provide blocking and supplementary supports aboveceiling, unless other method of support is explicitly indicated.

E. Provide the following specific non-structural framing and blocking:1. Cabinets and shelf supports.2. Wall brackets.3. Handrails.4. Grab bars.5. Towel and bath accessories.6. Wall-mounted door stops.7. Chalkboards and marker boards.8. Wall paneling and trim.9. Joints of rigid wall coverings that occur between studs.

3.03 ROOF-RELATED CARPENTRY

A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, androofing assembly installation.



B. Provide wood curb at all roof openings except where specifically indicated otherwise. Formcorners by alternating lapping side members.

3.04 INSTALLATION OF CONSTRUCTION PANELS

A. Communications and Electrical Room Mounting Boards: Secure with screws to studs withedges over firm bearing; space fasteners at maximum 24 inches (610 mm) on center on alledges and into studs in field of board.1. At fire-rated walls, install board over wall board indicated as part of the fire-rated assembly.2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board

parallel to studs.3. Install adjacent boards without gaps.

3.05 CLEANING

A. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.

B. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION


06 2000 - 1 FINISH CARPENTRY

SECTION 06 2000

FINISH CARPENTRY

PART 1 GENERAL


A. Finish carpentry items.

B. Wood casings and moldings.

C. Hardware and attachment accessories.


A. AWI (QCP) - Quality Certification Program; current edition at www.awiqcp.org.

B. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.

C. BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.

D. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; 2009.

E. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.

1.03 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the work with plumbing rough-in, electrical rough-in, and installation of associatedand adjacent components.

B. Sequence installation to ensure utility connections are achieved in an orderly and expeditiousmanner.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements for submittal procedures.

B. Product Data:1. Provide instructions for attachment hardware and finish hardware.

C. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, andaccessories.1. Minimum Scale of Detail Drawings: 1-1/2 inch to 1 foot (1:8).2. Provide the information required by AWI/AWMAC/WI (AWS).

D. Samples: Submit two samples of finish plywood, 4x4 inch (____x____ mm) in size illustratingwood grain and specified finish.

E. Samples: Submit two samples of wood trim 4 inch (4 mm) long.


A. Fabricator Qualifications: Company specializing in fabricating the products specified in thissection with minimum five years of documented experience.


A. Protect work from moisture damage.

PART 2 PRODUCTS

2.01 FINISH CARPENTRY ITEMS

A. Quality Grade: Unless otherwise indicated provide products of quality specified byAWI/AWMAC/WI (AWS) for Custom Grade.

B. Surface Burning Characteristics: Provide materials having fire and smoke properties asrequired by applicable code.

C. Exterior Woodwork Items:1. Enclosing Soffit Spaces: As detailed.

D. Interior Woodwork Items:1. Moldings, Bases, Casings, and Miscellaneous Trim: Clear white pine; prepare for paint

finish.



2. Window Sills: As noted on drawings.3. Loose Shelving: Birch plywood; prepare for paint finish.

2.02 WOOD-BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.

2.03 SHEET MATERIALS

A. Hardwood Plywood: Face species as indicated, plain sawn, book matched, medium densityfiberboard core; HPVA HP-1, Front Face Grade AA, Back Face Grade 1, glue type asrecommended for application.

B. Prefinished Paneling: Walnut face species, plain sawn cut, vertical grain; 3/16 inch (4 mm)thick, finished as satin.

2.04 PLASTIC LAMINATE MATERIALS

A. Plastic Laminate: NEMA LD 3, HGS; color as selected by Architect.

B. Laminate Adhesive: Type recommended by laminate manufacturer to suit application; notcontaining formaldehyde or other volatile organic compounds.

2.05 FASTENINGS

A. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose; notcontaining formaldehyde or other volatile organic compounds.

B. Concealed Joint Fasteners: Threaded steel.

2.06 ACCESSORIES

A. Primer: Alkyd primer sealer.

B. Wood Filler: Solvent base, tinted to match surface finish color.

2.07 HARDWARE

A. Hardware: Comply with BHMA A156.9.

2.08 FABRICATION

A. Shop assemble work for delivery to site, permitting passage through building openings.

B. Cap exposed plastic laminate finish edges with material of same finish and pattern.

C. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting.

D. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fitcorners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locatecounter butt joints minimum 2 feet (600 mm) from sink cut-outs.

2.09 SHOP FINISHING

A. Apply wood filler in exposed nail and screw indentations.

B. On items to receive transparent finishes, use wood filler that matches surrounding surfaces andis of type recommended for the applicable finish.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

B. Verify mechanical, electrical, and building items affecting work of this section are placed andready to receive this work.

3.02 INSTALLATION

A. Install work in accordance with AWI/AWMAC/WI (AWS) requirements for grade indicated.

B. Set and secure materials and components in place, plumb and level.

C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch (0.79 mm). Do not use additional overlay trim to conceal larger gaps.



D. Installed prefinished paneling with screws at spacing recommended by manufacturer.

E. Install hardware in accordance with manufacturer's written instructions.

3.03 TOLERANCES

A. Maximum Variation from True Position: 1/16 inch (1.6 mm).

B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch (0.79 mm).

END OF SECTION


06 4100 - 1 ARCHITECTURAL WOODCASEWORK

SECTION 06 4100

ARCHITECTURAL WOOD CASEWORK

PART 1 GENERAL


A. Specially fabricated cabinet units.

B. Countertops.

C. Cabinet hardware.


A. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.


A. AWI (QCP) - Quality Certification Program; current edition at www.awiqcp.org.


C. BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.

D. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.


A. Preinstallation Meeting: Convene a preinstallation meeting not less than one week beforestarting work of this section; require attendance by all affected installers.

1.05 SUBMITTALS


B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, andaccessories.1. Minimum Scale of Detail Drawings: 1-1/2 inch to 1 foot (1:8).2. Provide the information required by AWI/AWMAC/WI (AWS).

C. Product Data: Provide data for hardware accessories.

D. Submit 4" x 4" samples of finish treatment and plastic laminate.


A. Fabricator Qualifications: Company specializing in fabricating the products specified in thissection with minimum five years of documented experience.1. Accredited participant in the specified certification program prior to the commencement of

fabrication and throughout the duration of the project.

B. Quality Certification: Provide AWI (QCP) inspection report and quality certification of completedwork.1. Provide labels or certificates indicating that the work complies with requirements of

AWI/AWMAC/WI (AWS) Grade or Grades specified.


A. Protect units from moisture damage.

1.08 FIELD CONDITIONS

A. During and after installation of custom cabinets, maintain temperature and humidity conditionsin building spaces at same levels planned for occupancy.

PART 2 PRODUCTS

2.01 CABINETS

A. Quality Grade: Unless otherwise indicated provide products of quality specified byAWI/AWMAC/WI (AWS) for Custom Grade.

B. Plastic Laminate Faced Cabinets: Custom grade.



C. Cabinets at all locations:1. Casework Construction Type: Type A - Frameless.2. Cabinet Design Series: As indicated on drawings.3. Adjustable Shelf Loading: 50 lbs. per sq. ft.4. Cabinet Style: Flush overlay.5. Cabinet Doors and Drawer Fronts: Flush style.

2.02 WOOD-BASED COMPONENTS


2.03 LAMINATE MATERIALS

A. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specificapplications.

B. Provide specific types as scheduled.

2.04 COUNTERTOPS

A. Plastic Laminate Countertops: Medium density fiberboard substrate covered with HPDL,conventionally fabricated and self-edge banded.

B. Solid surface countertops as scheduled.

2.05 ACCESSORIES

A. Adhesive: Type recommended by fabricator to suit application.

B. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanizedor chrome-plated finish in concealed locations and stainless steel or chrome-plated finish inexposed locations.

C. Concealed Joint Fasteners: Threaded steel.

D. Grommets: Standard plastic, painted metal, or rubber grommets for cut-outs, in color to matchadjacent surface.

2.06 HARDWARE

A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified.

B. Adjustable Shelf Supports: Standard side-mounted system using recessed metal shelfstandards or multiple holes for pin supports and coordinated self rests, polished chrome finish,for nominal 1 inch (25 mm) spacing adjustments.

C. Drawer and Door Pulls: "U" shaped wire pull, steel with chrome finish, 4 inch centers ("U"shaped wire pull, steel with chrome finish, 100 mm centers).

D. Catches: Magnetic.

E. Drawer Slides:1. Type: Full extension with overtravel.2. Static Load Capacity: Commercial grade.3. Mounting: Side mounted.4. Stops: Integral type.5. Features: Provide self closing/stay closed type.

F. Hinges: European style concealed self-closing type, steel with polished finish.

2.07 FABRICATION

A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permitpassage through building openings.

B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more thanone piece for any single length.

C. Fitting: When necessary to cut and fit on site, provide materials with ample allowance forcutting. Provide matching trim for scribing and site cutting.



D. Plastic Laminate: Apply plastic laminate finish in full uninterrupted sheets consistent withmanufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightlybevel arises. Locate counter butt joints minimum 2 feet (600 mm) from sink cut-outs.

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


B. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.

C. Use fixture attachments in concealed locations for wall mounted components.

D. Use concealed joint fasteners to align and secure adjoining cabinet units.

E. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch (0.79mm). Do not use additional overlay trim for this purpose.

F. Secure cabinets to floor using appropriate angles and anchorages.

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 4216 - 1 WOOD-VENEER PANELING

SECTION 06 4216

WOOD-VENEER PANELING

PART 1 GENERAL


A. Custom wood veneer paneling.

B. Shop finishing.


A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.

1.03 SUBMITTALS


B. Product Data: Provide data on fire retardant treatment materials and application instructions.

C. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, andaccessories.1. Minimum Scale of Detail Drawings: 1-1/2 inch to 1 foot (1:8).2. Include plan of panel number sequencing.3. Provide the information required by AWI/AWMAC/WI (AWS).4. Include certification program label.

D. Samples: Submit two samples of finished plywood, 6 x 6 inch (____x____ mm) in size,illustrating wood grain and specified finish.


A. Fabricator Qualifications: Company specializing in fabricating the products specified in thissection with minimum five years of documented experience.

1.05 REGULATORY REQUIREMENTS

A. Conform to applicable code for fire retardant requirements.

1.06 MOCK-UP

A. Locate where directed.

B. Mock-up may remain as part of the Work.


A. Protect work from moisture damage.

B. Do not deliver wood materials to project site until building is fully enclosed and interiortemperature and humidity are in accordance with recommendations of AWI//AWMAC/WI(AWS).

PART 2 PRODUCTS

2.01 PANELING

A. Quality Level: Unless otherwise indicated provide products of quality specified byAWI//AWMAC/WI (AWS) for Custom Grade.

B. Flat Paneling:1. Species: Walnut.2. Cut: Plain Sawn Veneer on Plywood.3. Panels: Veneer of full width and balanced sequence matched.4. Visible Edges and Reveals: Match faces.5. Outside Corners: As indicated on drawings.

2.02 WOOD-BASED MATERIALS - GENERAL



06 4216 - 2 WOOD-VENEER PANELING

2.03 ADHESIVES AND FASTENERS

A. Adhesives: Type suitable for intended purpose, complying with applicable air qualityregulations.

B. Fasteners: Of size and type to suit application; satin finish in concealed locations and satinfinish in exposed locations.

2.04 ACCESSORIES

A. Wood Filler: Tinted to match surface finish color.

2.05 FABRICATION

A. Prepare panels for delivery to site, permitting passage through building openings.

B. Finish exposed edges of panels as specified by grade requirements.

C. When necessary to cut and fit on site, provide materials with ample allowance for cutting andscribing.

2.06 SHOP FINISHING

A. Sand work smooth and set exposed nails and screws.

B. Apply wood filler in exposed nail and screw indentations.

C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces andis of type recommended for the applicable finish.

D. Finish work in accordance with AWI/AWMAC/WI (AWS), Section 5 - Finishing for gradespecified and as follows:

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field measurements are as indicated on shop drawings.

B. Verify adequacy of backing and support framing.

C. Verify mechanical, electrical, and building items affecting work of this section are placed andready to receive this work.

3.02 INSTALLATION


B. Do not begin installation until wood materials have been fully acclimated to interior conditions.

C. Set and secure materials and components in place, plumb and level, using concealed fastenerswherever possible.

D. Where necessary to cut and fit on site, scribe work abutting other components. Do not useadditional overlay trim to conceal gaps.

E. Touch up damaged finish to match original, using materials provided by fabricator; replacecomponents that cannot be refinished like new.

3.03 TOLERANCES

A. Maximum Variation from True Position: 1/16 inch (1.6 mm).

B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch (0.8 mm).

END OF SECTION


07 2100 - 1 THERMAL INSULATION

SECTION 07 2100

THERMAL INSULATION

PART 1 GENERAL


A. Batt insulation in exterior wall and roof construction.

B. Batt insulation for filling perimeter window and door shim spaces and crevices in exterior walland roof.


A. ASTM C552 - Standard Specification for Cellular Glass Thermal Insulation; 2015.

B. ASTM C553 - Standard Specification for Mineral Fiber Blanket Thermal Insulation forCommercial and Industrial Applications; 2013.

C. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for LightFrame Construction and Manufactured Housing; 2012.

D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;2015a.

E. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750Degrees C; 2016.

F. ASTM E2357 - Standard Test Method for Determining Air Leakage of Air Barrier Assemblies;2011.

1.03 SUBMITTALS


B. Product Data: Provide data on product characteristics, performance criteria, and productlimitations.

C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

D. Manufacturer's Installation Instructions: Include information on special environmental conditionsrequired for installation and installation techniques.


A. Do not install insulation adhesives when temperature or weather conditions are detrimental tosuccessful installation.

PART 2 PRODUCTS

2.01 APPLICATIONS

A. Insulation in Metal Framed Walls: Batt insulation with no vapor retarder.

B. Insulation in Wood Framed Walls: Batt insulation with no vapor retarder.

C. Insulation in Wood Framed Ceiling Structure: Batt insulation with no vapor retarder.

D. Insulation Above Lay-In Acoustical Ceilings: Batt insulation with no vapor retarder.

2.02 BATT INSULATION MATERIALS

A. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665;friction fit.1. Combustibility: Non-combustible, when tested in accordance with ASTM E136, except for

facing, if any.2. Formaldehyde Content: Zero.3. Facing: Unfaced.4. Manufacturers:

a. CertainTeed Corporation; -: www.certainteed.com.b. Johns Manville; -: www.jm.com.


07 2100 - 2 THERMAL INSULATION

c. Owens Corning Corporation; EcoTouch PINK FIBERGLAS Insulation: www.ocbuildingspec.com.

d. Substitutions: See Section 01 6000 - Product Requirements.

2.03 ACCESSORIES

A. Tape joints of rigid insulation in accordance with roofing and insulation manufacturers'instructions.

B. Insulation Fasteners: Lengths of unfinished, 13 gage (0.072 inch) (1.83 mm) high carbon springsteel with chisel or mitered tips, held in place by tension, length to suit insulation thickness andsubstrate, capable of securely supporting insulation in place.

C. Insulation Fasteners: Impaling clip of unfinished steel with washer retainer and clips, to beadhered to surface to receive insulation, length to suit insulation thickness and substrate,capable of securely and rigidly fastening insulation in place.

D. Nails or Staples: Steel wire; electroplated or galvanized; type and size to suit application.

E. Wire Mesh: Galvanized steel, hexagonal wire mesh.

F. Adhesive: Type recommended by insulation manufacturer for application.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates areready to receive insulation.

B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials orsubstances that may impede adhesive bond.

3.02 BATT INSTALLATION

A. Install insulation in accordance with manufacturer's instructions.

B. Install in exterior wall and roof spaces without gaps or voids. Do not compress insulation.

C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.

D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical serviceswithin the plane of the insulation.

E. Retain insulation batts in place with wire mesh secured to framing members.

3.03 PROTECTION

A. Do not permit installed insulation to be damaged prior to its concealment.

END OF SECTION


07 2129 - 1 SPRAYED INSULATION

SECTION 07 2129

SPRAYED INSULATION

PART 1 GENERAL


A. Glass fiber insulation applied to underside of structure.

1.02 SUBMITTALS


B. Product Data: Provide data on materials, describing insulation properties.

C. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements.

D. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditionsrequiring special attention.


A. Manufacturer Qualifications: Company specializing in manufacturing products specified in thissection, with not less than three years of documented experience.

B. Products Specified by Flammability or Combustibility Criteria: Listed and classified byUnderwriters Laboratories Inc.

1.04 MOCK-UP

A. Provide ceiling mock-up, 4 feet (____ m) long by 4 feet (____ m) wide, illustrating wallconstruction and ceiling construction.

B. Locate where directed.

C. Mock-up may remain as part of the Work.


A. Maintain acceptable ambient and substrate surface temperatures prior to, during, and afterinstallation of primer and insulation materials and overcoat.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Glass Fiber:1. Johns Manville; JM Spider Plus - Blown in Custom Fiberglass: www.jm.com,2. Approved Equal.

2.02 ACCESSORIES

A. Primer: As required by insulation manufacturer.

B. Insulation Surface Sealer: As required by manufacturer.

C. Insulation Stop: Plastic, profiled and sized to suit structure spacing and wall/sloped roofconfiguration.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are clean, dry, and free of matter that may inhibit adhesion.

B. Verify that ceiling hangers and supporting clips have been are installed correctly.

C. Verify other work on and within spaces to be insulated is complete prior to application.

3.02 PREPARATION

A. Mask and protect adjacent surfaces from overspray or damage.

B. Apply primer in accordance with manufacturer's instructions.


07 2129 - 2 SPRAYED INSULATION

3.03 INSTALLATION

A. Install insulation in accordance with manufacturer's instructions.

B. Install insulation to a uniform monolithic density without voids.

C. Install to achieve a thermal resistance R-value of 38 (RSI-value of ____).


A. Independent agency field inspection will be provided under provisions of Section 01 4000 -Quality Requirements.

B. Inspection will include verification of insulation and sealer thickness and density.

3.05 PROTECTION

A. Do not permit subsequent construction work to disturb applied insulation.

END OF SECTION


08 1113 - 1 HOLLOW METAL DOORS ANDFRAMES

SECTION 08 1113

HOLLOW METAL DOORS AND FRAMES

PART 1 GENERAL


A. Non-fire-rated hollow metal doors and frames.

B. Hollow metal frames for wood doors.

C. Fire-rated hollow metal doors and frames.

D. Thermally insulated hollow metal doors with frames.

E. Hollow metal borrowed lites glazing frames.

F. Accessories, including glazing, louvers, and matching panels.


A. Section 08 8000 - Glazing: Glass for doors and borrowed lites.


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 SteelDoors, Frames and Frame Anchors; 2011.

C. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2014.

D. ANSI/SDI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfacesfor Steel Doors and Frames; 2011.

E. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) orZinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.

F. 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; 2015.

G. 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, andUltra-High Strength; 2014.

H. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors andSteel Frames; 2014.

I. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2009.

J. ITS (DIR) - Directory of Listed Products; current edition.

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.

M. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doorsand Frames; 2007.

N. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2016.

O. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; 2012.

P. UL (DIR) - Online Certifications Directory; current listings at database.ul.com.

Q. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition,Including All Revisions.

1.04 SUBMITTALS


B. Product Data: Materials and details of design and construction, hardware locations,reinforcement type and locations, anchorage and fastening methods, and finishes; and onecopy of referenced standards/guidelines.



C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles, and anyindicated finish requirements.

D. Samples: Submit two samples of metal, 2 inch by 2 inch in size ( 50 mm by 50 mm in size)showing factory finishes, colors, and surface texture.

E. Installation Instructions: Manufacturer's published instructions, including any special installationinstructions relating to this project.

F. Manufacturer's Certificate: Certification that products meet or exceed specified requirements.


A. Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years documented experience.

B. Copies of Documents at Project Site: Maintain at the project site a copy of each referenceddocument that prescribes installation requirements.


A. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specifiedrequirements.

B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion andadverse effects on factory applied painted finish.

PART 2 PRODUCTS

2.01 MANUFACTURERS

2.02 DESIGN CRITERIA

A. Requirements for Hollow Metal Doors and Frames:1. Steel used for fabrication of doors and frames shall comply with one or more of the

following requirements; Galvannealed steel conforming to ASTM A653/A653M, cold-rolledsteel conforming to ASTM A1008/A1008M, or hot-rolled pickled and oiled (HRPO) steelconforming to ASTM A1011/A1011M, Commercial Steel (CS) Type B for each.

2. Accessibility: Comply with ICC A117.1 and ADA Standards.3. Exterior Door Top Closures: Flush end closure channel, with top and door faces aligned.4. Door Edge Profile: Manufacturers standard for application indicated.5. Typical Door Face Sheets: Flush. 6. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as

indicated on drawings. Style: Manufacturers standard.7. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and

NAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordancewith specified requirements.

8. Zinc Coating for Typical Interior and/or Exterior Locations: Provide metal componentszinc-coated (galvanized) and/or zinc-iron alloy-coated (galvannealed) by the hot-dipprocess in accordance with ASTM A653/A653M, with manufacturer's standard coatingthickness, unless noted otherwise for specific hollow metal doors and frames.a. Based on SDI Standards: Provide at least A40/ZF120 (galvannealed) when

necessary, coating not required for typical interior door applications, and at leastA60/ZF180 (galvannealed) for corrosive locations.

9. Finish: Factory primed, for field finishing.

B. Hollow Metal Panels: Same construction, performance, and finish as doors.

C. Combined Requirements: If a particular door and frame unit is indicated to comply with morethan one type of requirement, comply with the specified requirements for each type; forinstance, an exterior door that is also indicated as being sound-rated must comply with therequirements specified for exterior doors and for sound-rated doors; where two requirementsconflict, comply with the most stringent.



2.03 HOLLOW METAL DOORS

A. Type A, Exterior Doors: Thermally insulated. 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. Model 1 - Full Flush.d. Door Face Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum.

2. Door Thickness: 1-3/4 inch (44.5 mm), nominal.3. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance

with ASTM A653/A653M, with manufacturer's standard coating thickness.4. Weatherstripping: See Door Schedule.

B. Type B, Interior Doors, Non-Fire Rated:1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).

a. Level 1 - Standard-duty.b. Physical Performance Level C, 250,000 cycles; in accordance with ANSI/SDI A250.4.c. Model 1 - Full Flush.d. Door Face Metal Thickness: 20 gage, 0.032 inch (0.8 mm), minimum.

2. Door Thickness: 1-3/4 inch (44.5 mm), nominal.

2.04 HOLLOW METAL FRAMES

A. Comply with standards and/or custom guidelines as indicated for corresponding door inaccordance with applicable door frame requirements.

B. General:1. Comply with the requirements of grade specified for corresponding door, except:2. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or

to be grouted.3. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inches (100

mm) high to fill opening without cutting masonry units.

C. Exterior Door Frames: Full profile/continuously welded type.1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordance

with ASTM A653/A653M, with A40/ZF120 coating.2. Frame Finish: Factory primed and field finished.3. Weatherstripping: Integral, recessed into door edge or frame.

D. Interior Door Frames, Non-Fire Rated: Full profile/continuously welded type.1. Frame Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum.

E. Door Frames, Fire-Rated: Full profile/continuously welded type.1. Fire Rating: Same as door, labeled.2. Frame Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum.

F. Frames for Wood Doors: Comply with frame requirements in accordance with correspondingdoor.

G. Borrowed Lites Glazing Frames: Construction and face dimensions to match door frames, andas indicated on drawings.

H. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to begrouted.

I. Frames in Masonry Walls: Size to suit masonry coursing with head member 4 inch high (102mm high) to fill opening without cutting masonry units.

J. Frames Wider than 48 Inch (1219 mm): Reinforce with steel channel fitted tightly into framehead, flush with top.

K. Frames Installed Back-to-Back: Reinforce with steel channels anchored to floor and overheadstructure.



2.05 ACCESSORIES

A. Glazing: As specified in Section 08 8000, factory installed.

B. Grout for Frames: Portland cement grout with maximum 4 inch (102 mm) slump for handtroweling; thinner pumpable grout is prohibited.

C. Silencers: Resilient rubber, fitted into drilled hole; 3 on strike side of single door, 3 on centermullion of pairs, and 2 on head of pairs without center mullions.

D. Temporary Frame Spreaders: Provide for factory- or shop-assembled frames.

2.06 FINISHES

A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard.

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 PREPARATION

A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous coating, priorto installation.

3.03 INSTALLATION

A. Install doors and frames in accordance with manufacturer's instructions and relatedrequirements of specified door and frame standards or custom guidelines indicated.

B. Install fire rated units in accordance with NFPA 80.

C. Coordinate frame anchor placement with wall construction.

D. Grout frames in masonry construction, using hand trowel methods; brace frames so thatpressure of grout before setting will not deform frames.

E. Coordinate installation of hardware.

F. Coordinate installation of glazing.

3.04 TOLERANCES

A. Maximum Diagonal Distortion: 1/16 in (1.5 mm) measured with straight edge, corner to corner.

3.05 ADJUSTING

A. Adjust for smooth and balanced door movement.

END OF SECTION


08 1416 - 1 FLUSH WOOD DOORS

SECTION 08 1416

FLUSH WOOD DOORS

PART 1 GENERAL


A. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass;2012.


C. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2016.

D. UL 10C - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition,Including All Revisions.

1.02 SUBMITTALS


B. Product Data: Indicate door core materials and construction; veneer species, type andcharacteristics.

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 the information required by AWI/AWMAC/WI (AWS).

D. Samples: Submit two samples of door construction, 6 by 6 inch (____ by ____ mm) in size cutfrom top corner of door.

E. Samples: Submit two samples of door veneer, 6 by 6 inch (____ by ____ mm) in sizeillustrating wood grain, stain color, and sheen.

F. Manufacturer's Installation Instructions: Indicate special installation instructions.

G. Warranty, executed in Owner's name.


A. Maintain one copy of the specified door quality standard on site for review during installation andfinishing.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years of documented experience.

C. Installed Fire Rated Door Assembly: Conform to NFPA 80 for fire-rating as indicated.


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 orwet areas; or in areas where sunlight might bleach veneer. Seal top and bottom edges withtinted sealer if stored more than one week. Break seal on site to permit ventilation.

1.05 WARRANTY


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 DOORS AND PANELS

A. Doors: See drawings for locations and additional requirements.1. Quality Level: Custom Grade, Standard Duty performance, in accordance with

AWI/AWMAC/WI (AWS).



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 each location.2. Fire Rated Doors: Tested to 20 minutes, 60 minutes, 90 minutes, and ratings as indicated

on drawings in accordance with UL 10C - Positive Pressure; Underwriters LaboratoriesInc. (UL) or Intertek/Warnock Hersey (WHI) labeled without any visible seals when door isopen.

3. Wood veneer facing for field transparent finish as indicated on drawings.

2.02 DOOR AND PANEL CORES

A. Non-Rated Solid Core and 20 Minute Rated Doors: Type particleboard core (PC), plies andfaces as indicated.

B. Fire Rated Doors: Mineral core type, with fire resistant composite core (FD), plies and faces asindicated above; with core blocking as required to provide adequate anchorage of hardwarewithout through-bolting.

2.03 DOOR FACINGS

A. Veneer Facing for Transparent Finish: Red oak, veneer grade in accordance with qualitystandard indicated, plain sliced (flat cut), with book match between leaves of veneer, runningmatch of spliced veneer leaves assembled on door or panel face.

2.04 ACCESSORIES

A. Glazed Openings:1. Heat-Strengthened and Fully Tempered Glass: ASTM C1048.2. Tint: Clear.

B. Glazing Stops: Wood, of same species as door facing, butted corners; prepared for countersinkstyle tamper proof screws.

2.05 DOOR CONSTRUCTION

A. Fabricate doors in accordance with door quality standard specified.

B. Cores Constructed with stiles and rails:

C. Factory machine doors for hardware other than surface-mounted hardware, in accordance withhardware requirements and dimensions.

D. Factory fit doors for frame opening dimensions identified on shop drawings, with edgeclearances in accordance with specified quality standard.

E. Provide edge clearances in accordance with the quality standard specified.

2.06 FACTORY FINISHING - WOOD VENEER DOORS

A. Finish work in accordance with AWI/AWMAC/WI (AWS), Section 5 - Finishing for gradespecified and as follows:1. Transparent:

a. Stain: As selected by Architect.b. Sheen: Satin.

B. Factory finish doors in accordance with approved sample.

PART 3 EXECUTION

3.01 EXAMINATION


B. Verify that opening sizes and tolerances are acceptable.

C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size oralignment.

3.02 INSTALLATION

A. Install doors in accordance with manufacturer's instructions and specified quality standard.



1. Install fire-rated doors in accordance with NFPA 80 requirements.

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.

E. Coordinate installation of glazing.

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.

END OF SECTION


08 4313 - 1 ALUMINUM-FRAMEDSTOREFRONTS

SECTION 08 4313

ALUMINUM-FRAMED STOREFRONTS

PART 1 GENERAL


A. Aluminum-framed storefront, with vision glass.

B. Weatherstripping.

C. Door hardware.


A. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; 2015.

B. AAMA 609 & 610 - Cleaning and Maintenance Guide for Architecturally Finished Aluminum(Combined Document); 2015.

C. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; 2012.

D. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,Wire, Profiles, and Tubes; 2014.

E. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,Wire, Profiles, and Tubes [Metric]; 2013.

F. ASTM E283 - Standard Test Method for Determining the Rate of Air Leakage Through ExteriorWindows, Curtain Walls, and Doors Under Specified Pressure Differences Across theSpecimen; 2004 (Reapproved 2012).

G. ASTM E330/E330M - Standard Test Method for Structural Performance of Exterior Windows,Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2014.

H. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights,Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000 (Reapproved 2009).


A. Coordinate with installation of other components that comprise the exterior enclosure.

B. Preinstallation Meeting: Conduct a preinstallation meeting one week before starting work of thissection; require attendance by all affected installers.

1.04 SUBMITTALS


B. Product Data: Provide component dimensions, describe components within assembly,anchorage and fasteners, glass and infill, 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 weldingrequired.

D. Manufacturer's Certificate: Certify that the products supplied meet or exceed the specifiedrequirements.

E. Hardware Schedule: Complete itemization of each item of hardware to be provided for eachdoor, cross-referenced to door identification numbers in Contract Documents.

F. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner'sname and registered with manufacturer.


A. Manufacturer Qualifications: Company specializing in manufacturing products specified in thissection with minimum three years of documented experience.


A. Handle products of this section in accordance with AAMA CW-10.



B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayedcoatings that bond to aluminum when exposed to sunlight or weather.


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.

1.08 WARRANTY



C. Provide five year manufacturer warranty against failure of glass seal on insulating glass units,including interpane dusting or misting. Include provision for replacement of failed units.

D. Provide five year manufacturer warranty against excessive degradation of exterior finish. Include provision for replacement of units with excessive fading, chalking, or flaking.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Aluminum-Framed Storefront and Doors:1. Kawneer North America; TRIFAB 451UT: www.kawneer.com.2. Substitutions: See Section 01 6000 - Product Requirements.

2.02 STOREFRONT

A. Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing memberswith infill, and related flashings, anchorage and attachment devices.1. Glazing Position: Centered (front to back).2. Finish: Match Existing.

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 concealedfrom view; reinforced as required for imposed loads.

4. Construction: Eliminate noises caused by wind and thermal movement, prevent vibrationharmonics, and prevent "stack effect" in internal spaces.

5. System Internal Drainage: Drain to the exterior by means of a weep drainage network anywater entering joints, condensation occurring in glazing channel, and migrating moistureoccurring within system.

6. Expansion/Contraction: Provide for expansion and contraction within system componentscaused by cycling temperature range of 170 degrees F (95 degrees C) over a 12 hourperiod without causing detrimental effect to system components, anchorages, and otherbuilding elements.

7. Movement: Allow for movement between storefront and adjacent construction, withoutdamage to components or deterioration of seals.

8. Perimeter Clearance: Minimize space between framing members and adjacentconstruction while allowing expected movement.

9. All frames to be thermally broken.10. Preparation for Window Treatments: Provide reinforced interior horizontal head rail.

B. Performance Requirements:1. Wind Loads: Design and size components to withstand the specified load requirements

without damage or permanent set, when tested in accordance with ASTM E330/E330M,using loads 1.5 times the design wind loads and 10 second duration of maximum load.a. Member Deflection: Limit member deflection to flexure limit of glass in any direction,

with full recovery of glazing materials.



2. Water Penetration Resistance: No uncontrolled water on interior face, when tested inaccordance with ASTM E331 at pressure differential of 8 psf (390 Pa).

3. Air Leakage: Maximum of 0.06 cu ft/min sq ft (0.3 L/sec sq m) of wall area, when tested inaccordance with ASTM E283 at 6.27 psf (300 Pa) pressure differential across assembly.

2.03 COMPONENTS

A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior sectioninsulated from exterior, drainage holes and internal weep drainage system. 1. Glazing Stops: Flush.2. Cross-Section: As indicated on drawings.

B. Glazing: As specified in Section 08 8000.

2.04 MATERIALS

A. Extruded Aluminum: ASTM B221 (ASTM B221M).

B. Fasteners: Stainless steel.

C. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltrationrequirements.

D. Glazing Accessories: As specified in Section 08 8000.

2.05 FINISHES

A. Class II Color Anodized Finish: AAMA 611 AA-M12C22A32 Integrally colored anodic coatingnot less than 0.4 mils (0.01 mm) thick.

B. Color: As indicated on drawings. Color to match existing storefront at main entry.

C. Touch-Up Materials: As recommended by coating manufacturer for field application.

2.06 HARDWARE

A. For each door, include weatherstripping, sill sweep strip, and threshold.

B. Weatherstripping: Wool pile, continuous and replaceable; provide on all doors.

C. Sill Sweep Strips: Resilient seal type, retracting, of neoprene; provide on all doors.

D. Threshold: Extruded aluminum, one piece per door opening, ribbed surface; provide on alldoors.

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 ofthis 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 andother 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 dimensionaltolerances, 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.

G. Where fasteners penetrate sill flashings, make watertight by seating and sealing fastener headsto sill flashing.

H. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity ofthermal barrier.



I. Set thresholds in bed of sealant and secure.

J. Install hardware using templates provided.

K. Touch-up minor damage to factory applied finish; replace components that cannot besatisfactorily repaired.

3.03 TOLERANCES

A. Maximum Variation from Plumb: 0.06 inches every 3 ft (1.5 mm/m) non-cumulative or 1/16inches per 10 ft (1.5 mm/3 m), whichever is less.

B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch (0.8 mm).


A. See Section 01 4000 - Quality Requirements, for independent testing and inspectionrequirements. Inspection will monitor quality of installation and glazing.

3.05 CLEANING

A. Remove protective material from pre-finished aluminum surfaces.

B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, cleanwiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.

C. Upon completion of installation, thoroughly clean aluminum surfaces in accordance with AAMA609 & 610.

3.06 PROTECTION

A. Protect installed products from damage until Date of Substantial Completion.

END OF SECTION


08 4413 - 1 GLAZED ALUMINUM CURTAINWALLS

SECTION 08 4413

GLAZED ALUMINUM CURTAIN WALLS

PART 1 GENERAL


A. Aluminum-framed curtain wall, with vision glazing and glass and metal infill panels.

B. Column covers.

C. Firestopping between curtain wall and edge of floor slab.


A. Section 08 8000 - Glazing.


A. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; 2015.

B. AAMA 609 & 610 - Cleaning and Maintenance Guide for Architecturally Finished Aluminum(Combined Document); 2015.

C. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; 2012.

D. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013Supplements and Errata.

E. ASTM E283 - Standard Test Method for Determining the Rate of Air Leakage Through ExteriorWindows, Curtain Walls, and Doors Under Specified Pressure Differences Across theSpecimen; 2004 (Reapproved 2012).

F. ASTM E330/E330M - Standard Test Method for Structural Performance of Exterior Windows,Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2014.

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 2009).


A. Coordinate with installation of other components that comprise the exterior enclosure.

B. Preinstallation Meeting: Conduct a preinstallation meeting one week before starting work of thissection; require attendance by all affected installers.

1.05 SUBMITTALS


B. Product Data: Provide component dimensions, describe components within assembly,anchorage and fasteners, internal drainage details, glazing, and infill.

C. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances,affected related Work, expansion and contraction joint location and details, and field weldingrequired.

D. Shop Drawings: Provide details of proposed structural sealant glazing (SSG) and weathersealant joints indicating dimensions, materials, bite, thicknesses, profile, and support framing.

E. Manufacturer's Certificate: Certify that the products supplied meet or exceed the specifiedrequirements.

F. Design Data: Provide framing member structural and physical characteristics and engineeringcalculations, and identify dimensional limitations; include load calculations at points ofattachment to building structure.

G. Test Reports: Submit results of full-size mock-up testing. Reports of tests previouslyperformed on the same design are acceptable.

H. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner'sname and registered with manufacturer.




A. Designer Qualifications: Design structural support framing components under directsupervision of a Professional Structural Engineer experienced in design of this Work andlicensed at the State in which the Project is located.

B. Verify that each component is appropriate for use in structural sealant glazing (SSG) applicationin regards to at least the following properties; size, shape, dimensions, material, self-life,storage conditions, and color.

C. Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminumglazing systems with minimum five years of documented experience.

1.07 MOCK-UP

A. See Section 01 4000 - Quality Requirements, for general requirements for mock-ups.

B. Provide 6' by 6' feet (____by____ mm) mock-up including each component being used on theproject. Assemble to illustrate component assembly including glazing materials, weep drainagesystem, attachments, anchors, and perimeter sealant.

C. Locate on-site where directed by Architect. Mock-up may remain as part of the Work.


A. Handle products of this section in accordance with AAMA CW-10.

B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayedcoatings that bond to aluminum when exposed to sunlight or weather.


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.

1.10 WARRANTY



C. Provide five year manufacturer warranty against failure of glass seal on insulating glass units,including interpane dusting or misting. Include provision for replacement of failed units.

D. Provide five year manufacturer warranty against excessive degradation of exterior finish. Include provision for replacement of units with excessive fading, chalking, or flaking.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Glazed Aluminum Curtain Walls:1. EFCO, a Pella Company; 5500: www.efcocorp.com.2. Kawneer North America; 1600 Wall System 1: www.kawneer.com.3. Tubelite, Inc; -: www.tubeliteinc.com.4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 CURTAIN WALL

A. Aluminum-Framed Curtain Wall: Factory fabricated, factory finished aluminum framingmembers with infill, and related flashings, anchorage and attachment devices.1. Outside glazed, with pressure plate and mullion cover.2. Finish: Match existing color and finish of storefront at church entry.

a. Factory finish 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.c. Coat concealed metal surfaces that will be in contact with cementitious materials or

dissimilar metals with bituminous paint.



3. Provide flush joints and corners, weathersealed, accurately fitted and secured; prepared toreceive anchors; fasteners and attachments concealed from view; reinforced as requiredfor imposed loads.

4. Construction: Eliminate noises caused by wind and thermal movement, prevent vibrationharmonics, and prevent "stack effect" in internal spaces.

5. System Internal Drainage: Drain to the exterior by means of a weep drainage network anywater entering joints, condensation occurring in glazing channel, and migrating moistureoccurring within system.

6. Air and Vapor Seal: Maintain continuous air barrier and vapor retarder throughoutassembly, primarily in line with inside pane of glazing and heel bead of glazing compound.

7. Perimeter Clearance: Minimize space between framing members and adjacentconstruction while allowing expected movement.

B. Structural Performance Requirements: Design and size components to withstand the followingload requirements without damage or permanent set.1. Design Wind Loads: Comply with the following:

a. Comply with requirements of ASCE 7.b. Measure performance by testing in accordance with ASTM E330/E330M, using test

loads equal to 1.5 times the design wind loads and 10 second duration of maximumpressure.1) Member Deflection: For spans less than 13 feet 6 inches (4115 mm), limit

member deflection to flexure limit of glass in any direction, and maximum of1/175 of span or 3/4 inch (19 mm), whichever is less and with full recovery ofglazing materials.

2) Member Deflection: For spans over 13 feet 6 inches (4115 mm) and less than40 feet (12.2 m), limit member deflection to flexure limit of glass in any direction,and maximum of 1/240 of span plus 1/4 inch (1/240 of span plus 6.4 mm), withfull recovery of glazing materials.

2. Seismic Loads: Design and size components to withstand seismic loads and swaydisplacement in accordance with requirements of ASCE 7.

3. Movement: Accommodate the following movement without damage to components ordeterioration of seals:a. Expansion and contraction caused by 180 degrees F (82 degrees C) surface

temperature.b. Expansion and contraction caused by cycling temperature range of 170 degrees F (77

degrees C) over a 12 hour period.c. Movement of curtain wall relative to perimeter framing.d. Deflection of structural support framing, under permanent and dynamic loads.

C. Water Penetration Resistance: No uncontrolled water on indoor face when tested as follows:1. Test Pressure Differential: 10 psf (480 Pa).2. Test Method: ASTM E331.

D. Air Leakage: Maximum of 0.06 cu ft/min sq ft (0.3 L/sec sq m) of wall area, when tested inaccordance with ASTM E283 at 6.27 psf (300 Pa) pressure differential across assembly.

2.03 COMPONENTS

A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior sectioninsulated from exterior, drainage holes and internal weep drainage system.

B. Glazing: As specified in Section 08 8000.

C. Column Covers: Aluminum, 20 gage, 0.032 inch (0.81 mm) minimum thickness, finish to matchcurtain wall framing members.

2.04 FINISHES

A. Class II Color Anodized Finish: AAMA 611 AA-M12C22A32 Integrally colored anodic coatingnot less than 0.4 mils (0.01 mm) thick. Match existing storefront glazing at main entry tochurch.



B. Color: As indicated on drawings.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify dimensions, tolerances, and method of attachment with other related work.

B. Verify that curtain wall openings and adjoining air and vapor seal materials are ready to receivework of this section.

C. Verify that anchorage devices have been properly installed and located.

3.02 INSTALLATION

A. Install curtain wall system in accordance with manufacturer's instructions.

B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances andother 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 dimensionaltolerances, 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.

G. Install firestopping at each floor slab edge.

H. Touch-up minor damage to factory applied finish; replace components that cannot besatisfactorily repaired.

3.03 TOLERANCES

A. Maximum Variation from Plumb: 0.06 inches every 3 ft (1.5 mm/m) non-cumulative or 0.5inches per 100 ft (12 mm/30 m), whichever is less.

B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch (0.8 mm).

C. Sealant Space Between Curtain Wall Mullions and Adjacent Construction: Maximum of 3/4 inch(19 mm) and minimum of 1/4 inch (6 mm).


A. Provide the services of the manufacturer's field representative to observe installation and makereport.

B. See Section 01 4000 - Quality Requirements, for general requirements for testing andinspection.

C. Replace curtain wall components that have failed field testing and retest until performance issatisfactory.

3.05 CLEANING

A. Remove protective material from pre-finished aluminum surfaces.

B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, cleanwiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.

C. Upon completion of installation, thoroughly clean aluminum surfaces in accordance with AAMA609 & 610.

3.06 PROTECTION

A. Protect installed products from damage until Date of Substantial Completion.

END OF SECTION


08 8000 - 1 GLAZING

SECTION 08 8000

GLAZING

PART 1 GENERAL


A. Insulating glass units.

B. Glazing units.

C. Glazing compounds and accessories.


A. Section 08 1416 - Flush Wood Doors: Glazed lites in doors.

B. Section 08 4313 - Aluminum-Framed Storefronts: Glazing furnished as part of storefrontassembly.

C. Section 08 4413 - Glazed Aluminum Curtain Walls: Glazing furnished as part of wall assembly.


A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.

B. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, SafetyPerformance Specifications and Methods of Test; 2010.

C. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010, with 2013Supplements and Errata.

D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.

E. ASTM C1036 - Standard Specification for Flat Glass; 2011.

F. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass;2012.

G. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.

H. ASTM C1376 - Standard Specification for Pyrolytic and Vacuum Deposition Coatings on FlatGlass; 2015.

I. ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings;2012a.

J. ASTM E2190 - Standard Specification for Insulating Glass Unit Performance and Evaluation;2010.

K. GANA (GM) - GANA Glazing Manual; 2009.

L. GANA (SM) - GANA Sealant Manual; 2008.

M. GANA (LGRM) - Laminated Glazing Reference Manual; 2009.

N. ICC (IBC) - International Building Code; 2015.

O. IGMA TM-3000 - North American Glazing Guidelines for Sealed Insulating Glass Units forCommercial & Residential Use; 1990 (2004).

P. NFRC 100 - Procedure for Determining Fenestration Product U-factors; 2014.

Q. NFRC 200 - Procedure for Determining Fenestration Product Solar Heat Gain Coefficient andVisible Transmittance at Normal Incidence; 2014.

R. NFRC 300 - Test Method for Determining the Solar Optical Properties of Glazing Materials andSystems; 2014.


A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work ofthis section; require attendance by each of the affected installers.


08 8000 - 2 GLAZING

1.05 SUBMITTALS


B. Product Data on Insulating Glass Unit and Glazing Unit Glazing Types: Provide structural,physical and environmental characteristics, size limitations, special handling and installationrequirements.

C. Product Data on Glazing Compounds and Accessories: Provide chemical, functional, andenvironmental characteristics, limitations, special application requirements. Identify availablecolors.

D. Samples: Submit two samples 12 by 12 inch (___ by ___ mm) in size of glass units.

E. Certificate: Certify that products of this section meet or exceed specified requirements.

F. Warranty Documentation: Submit manufacturer warranty and ensure that forms have beencompleted in Owner's name and registered with manufacturer.

G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.1. See Section 01 6000 - Product Requirements, for additional provisions.


A. Perform Work in accordance with GANA (GM), GANA (SM), GANA (LGRM), and IGMATM-3000 for glazing installation methods. Maintain one copy on site.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified inthis section with minimum three years of documented experience.

C. Installer Qualifications: Company specializing in performing work of the type specified and withat least three years documented experience.

D. Testing Agency Qualifications: Independent firm specializing in performing testing andinspections of the type specified in this section.

1.07 MOCK-UPS

A. Provide on-site glazing mock-up with the specified glazing components.

B. Locate where directed.

C. Mock-ups may remain as part of the Work.


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 glazingcompounds.

1.09 WARRANTY


B. Insulating Glass Units: Provide a five (5) year manufacturer warranty to include coverage forseal failure, interpane dusting or misting, including replacement of failed units.

C. Laminated Glass: Provide a five (5) year manufacturer warranty to include coverage fordelamination, including replacement of failed units.

PART 2 PRODUCTS

2.01 PERFORMANCE REQUIREMENTS - EXTERIOR GLAZING ASSEMBLIES

A. Provide type and thickness of exterior glazing assemblies to support assembly dead loads, andto withstand live loads caused by positive and negative wind pressure acting normal to plane ofglass.1. Design Pressure: Calculated in accordance with ASCE 7.2. Comply with ASTM E1300 for design load resistance of glass type, thickness, dimensions,

and maximum lateral deflection of supported glass.


08 8000 - 3 GLAZING

3. Seismic Loads: Design and size glazing components to withstand seismic loads and swaydisplacement in accordance with the requirements of ASCE 7.

4. Provide glass edge support system sufficiently stiff to limit the lateral deflection ofsupported glass edges to less than 1/175 of their lengths under specified design load.

5. Glass thicknesses listed are minimum.

B. Vapor Retarder and Air Barrier Seals: Provide completed assemblies that maintain continuity ofbuilding 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 glass products with performance properties asindicated. Performance properties are in accordance with manufacturer's published data asdetermined 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 5.2/6.3 computer program.2. Center of Glass Solar Heat Gain Coefficient (SHGC): Comply with NFRC 200 using

Lawrence Berkeley National Laboratory (LBNL) WINDOW 5.2/6.3 computer program.3. Solar Optical Properties: Comply with NFRC 300 test method.

2.02 GLASS MATERIALS

A. Float Glass: Provide float glass based glazing unless noted otherwise.1. Annealed Type: ASTM C1036, Type I - Transparent Flat, Class 1 - Clear, Quality-Q3.2. Heat-Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and FT.3. Fully Tempered Safety Glass: Complies with ANSI Z97.1 and 16 CFR 1201 criteria.4. Tinted Type: ASTM C1036, Class 2 - Tinted, Quality-Q3, color and performance

characteristics as indicated.5. Thicknesses: As indicated; provide greater thickness as required for exterior glazing wind

load design.

2.03 INSULATING GLASS UNITS

A. 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 visionglass, Kind CV; coated overhead glass, Kind CO; or coated spandrel glass, Kind CS.

3. Spacer Color: Black.4. Purge interpane space with dry air, hermetically sealed.

B. Type IG-1 - Insulating Glass Units: Vision glass, double glazed.1. Applications: Exterior glazing unless otherwise indicated.2. Space between lites filled with air.3. Outboard Lite: Annealed float glass, 1/4 inch (6.4 mm) thick, minimum.

a. See Basis of Design.

C. Type IG-3 - Insulating Glass Units: Spandrel glazing.1. Applications: Exterior spandrel glazing unless otherwise indicated.2. Space between lites filled with air.3. Outboard Lite: Annealed float glass, 1/4 inch (6.4 mm) thick, minimum.

a. Tint: Gray.b. Coating: Same as on vision units, on #2 surface.

4. Inboard Lite: Annealed float glass, 1/4 inch (6.4 mm) thick.a. Tint: Clear.b. Opacifier: Ceramic frit, on #4 surface.

5. Total Thickness: 1 inch (25.4 mm).

2.04 BASIS OF DESIGN - INSULATING GLASS UNITS

A. Basis of Design - Insulating Glass Units: Vision glazing, with Low-E coating.1. Applications: Exterior insulating glass glazing unless otherwise indicated.


08 8000 - 4 GLAZING

2. Space between lites filled with air.3. Total Thickness: 1 inch (25.4 mm).4. Thermal Transmittance (U-Value), Summer - Center of Glass: 0.26, nominal.5. Visible Light Transmittance (VLT): 34 percent, nominal.6. Solar Heat Gain Coefficient (SHGC): 0.20, nominal.7. Basis of Design - PPG Industries, Inc.: www.ppgideascapes.com.8. Outboard Lite: Annealed float glass, 1/4 inch (6 mm) thick, minimum.

a. Low-E Coating: PPG Solarban 70XL on #2 surface.b. Tint: Solargray.

9. Inboard Lite: Annealed float glass, 1/4 inch (6 mm) thick.a. Tint: Clear.

2.05 GLAZING UNITS

A. Type G-2 - Monolithic Interior Vision Glazing:1. Applications: Interior glazing unless otherwise indicated.2. Glass Type: Annealed float glass. Tempered as noted on drawings and as required by

codes.3. Tint: Clear.4. Thickness: 1/4 inch (6.4 mm), nominal.

B. Type G-3 - Fire-Resistance-Rated Glazing: Type, thickness, and configuration as required toachieve indicated ratings.1. Applications:

a. Glazed lites in fire doors.2. Labeling: Provide permanent label on fire-rated glazing in compliance with ICC (IBC) and

authorities having jurisdiction.3. Provide products listed by Underwriters Laboratories or Intertek Warnock Hersey.4. Safety Glazing Certification: 16 CFR 1201 Category II.5. Fire-Resistance-Rating Period: 20 minutes.

C. Type G-13 - Glass Shelves:1. Applications: Locations as indicated on the drawings.2. Tint: Clear.3. Glass Type: Fully tempered float glass with ground edges and corners; ASTM C1048.4. Thickness: 1/4 inch (6.4 mm), nominal.

2.06 GLAZING COMPOUNDS

A. Type GC-1 - Glazing Putty: Polymer modified latex recommended by manufacturer for outdooruse, knife grade consistency; to match adjacent window frame color.

B. Type GC-2 - Butyl Sealant: Single component; ASTM C920, Grade NS, Class 12-1/2, Uses Mand A, Shore A hardness of 10 to 20; black color. Use where recommended by glazingmanufacturer.

C. Type GC-3 - Polysulfide Sealant: Two component; chemical curing, non-sagging type; ASTMC920, Type M, Grade NS, Class 25, Uses M, A, and G; with cured Shore A hardness range of15 to 25; color as selected. Use where recommended by glazing manufacturer.

D. Type GC-4 - Polyurethane Sealant: Single component, chemical curing, non-staining,non-bleeding; ASTM C920, Type S, Grade NS, Class 25, Uses M, A, and G; with cured Shore Ahardness range of 20 to 35; to be selected color. Use where recommended by glazingmanufacturer.

E. Type GC-5 - Silicone Sealant: Single component; neutral curing; capable of water immersionwithout loss of properties; non-bleeding, non-staining; ASTM C920, Type S, Grade NS, Class25, Uses M, A, and G; with cured Shore A hardness range of 15 to 25; to be selected color. Use where recommended by glazing manufacturer.


08 8000 - 5 GLAZING

PART 3 EXECUTION

3.01 VERIFICATION OF CONDITIONS

A. Verify that openings for glazing are correctly sized and within tolerances, including those forsize, squareness, and offsets at corners.

B. Verify that the minimum required face and edge clearances are being provided.

C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that mayimpede moisture movement, weeps are clear, and support framing is ready to receive glazingsystem.

D. Verify that sealing between joints of glass framing members has been completed effectively.

E. Proceed with glazing system installation only after unsatisfactory conditions have beencorrected.

3.02 PREPARATION

A. Clean contact surfaces with appropriate solvent and wipe dry within maximum of 24 hoursbefore 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 in compliance with written instructions of glass, gaskets, and other glazingmaterial manufacturers, unless more stringent requirements are indicated, including those inglazing referenced standards.

B. Install glazing sealants in accordance with ASTM C1193, GANA Sealant Manual, andmanufacturer's instructions.

C. Do not exceed edge pressures around perimeter of glass lites as stipulated by glassmanufacturer.

D. Set glass lites of system with uniform pattern, draw, bow, and similar characteristics.

E. Set glass lites in proper orientation so that coatings face exterior or interior as indicated.

F. Prevent glass from contact with any contaminating substances that may be the result ofconstruction operations such as, and not limited to the following; weld splatter, fire-safing,plastering, mortar droppings, etc.


A. Glass and Glazing product manufacturers to provide field surveillance of the installation of theirproducts.

B. Monitor and report installation procedures and unacceptable conditions.

3.05 CLEANING

A. Remove excess glazing materials from finish surfaces immediately after application usingsolvents 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 SubstantialCompletion in accordance with glass manufacturer's written recommendations.

3.06 PROTECTION

A. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not markheat absorbing or reflective glass units.

B. Remove and replace glass that is damaged during construction period prior to Date ofSubstantial Completion.

END OF SECTION


08 8000 - 6 GLAZING


090811 - 1 GLAZED RAILINGS

SECTION 05 7310

TAPER-LOC® DRY GLAZE GLASS RAILING SYSTEMS

PART 1 GENERAL 1.1 SECTION INCLUDES

A. Monolithic Tempered Glass Dry Glazed Railing Assemblies.

1.2 RELATED SECTIONS

A. Section 05 5000 - Metal Fabrications B. Section 05 7300 – Handrails and Railings C. Section 08 8000 - Glazing

1.3 REFERENCES

A. ESR-3269 ICC-ES Evaluation Report, International Code Council Standards for Glass Balustrade

Guard Rail Applications

B. ASTM C 1048 – Standard Specification for Heat Treated Flat Glass – Kind HS, Kind FT Coated and Uncoated Glass

C. NAAMM Metal Finishes Manual; national Association of Architectural Metal Manufacturers

1.4 SYSTEM DESCRIPTION

A. Performance Requirements for Handrail Assembly:

1. Support distributed load of 50 pounds per linear foot (0.73kN/M), applied horizontally at right angles in any direction to the handrail.

2. Support concentrated horizontal load of 200 pounds (0.89kN), applied in any direction at any point along handrail system.

3. 50 lbs (0.22kN) on 1 sf (0.093m2) perpendicular to guard at any location 4. Wind loads 25 psf or as otherwise specified. 5. Distributed loads and concentrated loads not to be applied simultaneously.

1.5 SUBMITTALS

A. Submit under provisions of Section 01 3300.

B. Product Data: Submit Manufacturer’s technical product data for railing components and

accessories.

C. Shop Drawings: Dimensioned drawings of railing assemblies indicating the following:

1. Elevations; include joint locations, transitions, and terminations.

2. Manufacturer’s installation and maintenance instructions.

D. Samples of manufacturer’s finishes (As selected by Architect.)

1.6 QUALITY ASSURANCE A. Components and installation are to be in accordance with state and local building codes.



B. All components and fittings are furnished by the same manufacturer.


A. Deliver materials properly protected against damage to finished surfaces during transit. B. Inspect materials upon delivery for damage. Unless minor defects can be made to meet the

Architect’s specifications and satisfaction, damaged parts should be removed and replaced.

C. Store materials at building site under cover in dry location PART 2 PRODUCTS 2.1 MANUFACTURERS

A. Acceptable Manufacturer: C.R. Laurence Co., Inc. (CRL)

Tel: (800) 421-6144 Fax: (800) 587-7501 Email: [email protected] www.crlaurence.com

B. Manufacturers of equivalent products will be considered for substitution in accordance with

provisions of Product Substitution Procedures. 2.2 MATERIALS

A. Aluminum Components: Conforming to ASTM B 221/ASTM B221M, Alloy 6063- T52 B. Stainless Steel Components: Conforming to ASTM A 666, Type 304 C. Brass Components: Conforming to ASTM B 248, No. 260, Yellow Brass

2.3 COMPONENTS

A. Glazing: Fully tempered ASTM C 1048 Kind FT, Quality q3. As specified in Section

08 8000 1. Monolithic Tempered Thickness: 1/2 inch (12 mm). 2. Color: Clear. 3. Edge on glass at guardrails of stairs to be smooth finish edge per manufacturer’s

recommendations. No cap at stair guardrails.

B. Internal Handrail Cap Connection Sleeves: Metal tube, material compatible with handrail cap material.

C. TAPER-LOC® Dry Glazing System: Each TAPER-LOC® Set consists of two Tapers, and one L-

Setting Block. Designed for B5A, B5S, B5T, B6S, and B7S Shoe Bases. Patent Pending.

D. Shoe Base: (Architect to specify) 1. Profile: CRL Part # B5S; 2-1/2 inches (63.5 mm) wide by 4-1/8 inches (104.8 mm) high

rectangular cross-section. Designed to work with CRL's TAPER-LOC® Dry Glazed System with 1/2” to 5/8” (12 to 16 mm) monolithic tempered glass.

2. Material: Aluminum 6063-T52 3. Finish:

a. Base Cladding: Sheet metal cladding added to exposed shoe base sections. Adhere with double-sided tape and/or silicone adhesive. Provide end caps where ends of shoe base sections are exposed.

b. 304 Brushed Stainless



E. Metal Cap Railing: 1. Profile: CRL SRF15PS at Balcony Guardrail. 2. Material: Aluminum 3. Finish: Brushed Stainless.

F. Handrail Brackets:

1. Material: Aluminum

G. Wood Handrail: (Architect to specify) 1. Profile: Part # 580, CRL-Blumcraft round 2 inches (50.8 mm) diameter. 2. Wood Type: Walnut Stain.

H. Fasteners: Types and sizes indicated in shop drawings. A. For concrete attachment, hole size in base shoe is to be 9/16” (14.3 mm), counter bore

7/8” (22.2 mm) x depth ½” (12.7 mm), center-to-center spacing of holes is 12” (304.8mm). Use Hilti HSL3 Expansion Anchors 3-3/4" (95 mm) long CRL Part # EBA334, Washer is included.

B. For steel attachment, hole size in base shoe is to be 9/16” (14.3 mm), counter bore 7/8” (22.2 mm) x depth ½” (12.7 mm), center-to-center spacing of holes is 12” (304.8mm). Use ½” – 13 x 1 stainless steel socket head cap screw CRL Part # SHCS12X1.

I. Sill Angles for Tempered Glass Railing Assemblies: Steel angle profiles conforming to ASTM A

36, with anchoring devices, sizes indicated in shop drawing of section 05 5000, drilled and tapped for fastener types, sizes, and spacing indicated.

2.4 FABRICATION

A. Fabricate handrail assembly components to lengths and configurations complying with shop drawings.

B. Machine joint edges smooth and plane to produce hairline seams when site assembled; supply

concealed sleeve connectors for joints.

C. Isolate dissimilar metals to prevent electrolytic action by applying primer to concealed surfaces of metal components.

PART 3 INSTALLATION 3.1

A. Install handrails in accordance with manufacturer’s recommended installation instructions and approved shop drawings.

3.2 CLEANING

A. Clean glazing surfaces after installation, complying with requirements contained in the manufacturer’s instructions. Remove excess glazing sealant compounds, dirt or other substances.

B. Remove protective films from metal surfaces.

C. Clean railing surfaces with clean water and mild detergent. Do not use abrasive chemicals,

detergents, or other implements that may mar or gouge the material.



3.3 PROTECTION A. Institute protective measures required throughout the remainder of the construction period to

ensure that all the materials do not incur any damage or deterioration.

B. Repair components damaged by subsequent construction activities in accordance with manufacturer’s recommendations; replace damaged components that cannot be repaired to Architect’s acceptance.

END OF SECTION


09 2116 - 1 GYPSUM BOARD ASSEMBLIES

SECTION 09 2116

GYPSUM BOARD ASSEMBLIES

PART 1 GENERAL


A. Metal stud wall framing.

B. Acoustic insulation.

C. Cementitious backing board.

D. Gypsum wallboard.

E. Joint treatment and accessories.


A. Section 06 1000 - Rough Carpentry: Wood blocking product and execution requirements.

B. Section 09 3000 - Tiling: Tile backing board.


A. ANSI A108.11 - American National Standard for Interior Installation of Cementitious BackerUnits; 2010 (Revised).

B. ANSI A118.9 - American National Standard Specifications for Test Methods and Specificationsfor Cementitious Backer Units; 1999 (Reaffirmed 2010).

C. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for FinishingGypsum Board; 2015.

D. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members; 2014.

E. ASTM C754 - Standard Specification for Installation of Steel Framing Members to ReceiveScrew-Attached Gypsum Panel Products; 2015.

F. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2013.

G. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum PanelProducts or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm)in Thickness; 2015.

H. ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for Application ofGypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2014.

I. ASTM C1047 - Standard Specification for Accessories For Gypsum Wallboard and GypsumVeneer Base; 2014a.

J. ASTM C1278/C1278M - Standard Specification for Fiber-Reinforced Gypsum Panel; 2007a(Reapproved 2011).

K. ASTM C1325 - Specification for Non-Asbestos Fiber-Mat Reinforced Cementitious BackerUnits; 2014.

L. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2014.

M. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface ofInterior Coatings in an Environmental Chamber; 2012.

N. GA-216 - Application and Finishing of Gypsum Board; 2013.

1.04 SUBMITTALS


B. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishingsystem.

C. Product Data: Provide manufacturer's data on partition head to structure connectors, showingcompliance with requirements.



PART 2 PRODUCTS

2.01 GYPSUM BOARD ASSEMBLIES

A. Provide completed assemblies complying with ASTM C840 and GA-216.

2.02 METAL FRAMING MATERIALS

A. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of sizeand properties necessary to comply with ASTM C754 for the spacing indicated, with maximumdeflection of wall framing of L/240 at 5 psf (L/240 at 240 Pa).1. Studs: "C" shaped with flat or formed webs with knurled faces.2. Runners: U shaped, sized to match studs.3. Furring: Hat-shaped sections, minimum depth of 7/8 inch (22 mm).

2.03 BOARD MATERIALS

A. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes tominimize joints in place; ends square cut.1. Application: Use for vertical surfaces and bulkheads, unless otherwise indicated.2. Unfaced fiber-reinforced gypsum panels as defined in ASTM C1278/C1278M, suitable for

paint finish, of the same core type and thickness may be substituted for paper-facedboard.

3. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.a. Mold-resistant board is required whenever board is being installed before the building

is enclosed and conditioned.4. At Assemblies Indicated with Fire-Rating: Use type required by indicated tested assembly;

if no tested assembly is indicated, use Type X board, UL or WH listed.5. Thickness:

a. Vertical Surfaces: 5/8 inch (16 mm).

B. Backing Board For Wet Areas: One of the following products:1. Application: Surfaces behind tile in wet areas including tub and shower surrounds and

shower ceilings.2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.3. 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 orASTM C1325.a. Thickness: 1/2 inch (12.7 mm).

2.04 ACCESSORIES

A. Acoustic Sealant: Acrylic emulsion latex or water-based elastomeric sealant; do not usesolvent-based non-curing butyl sealant.

B. Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless noted otherwise.1. Types: As detailed or required for finished appearance.

C. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for projectconditions.

D. Screws for Fastening of Gypsum Panel Products to Cold-Formed Steel Studs Less than 0.033inch (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. Studs: Space studs at 16 inches on center (at 406 mm on center).1. Extend partition framing to structure where indicated and to ceiling in other locations.

C. Blocking: Install wood blocking for support of:1. Framed openings.2. Wall mounted cabinets.3. Plumbing fixtures.4. Toilet partitions.5. Toilet accessories.6. Wall mounted door hardware.

3.03 ACOUSTIC ACCESSORIES INSTALLATION

A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and aroundelectrical 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 C 840, GA-216, and manufacturer's instructions. Install to minimize butt endjoints, especially in highly visible locations.

B. Single-Layer Non-Rated: Install gypsum board in most economical direction, with ends andedges occurring over firm bearing.

C. Fire-Rated Construction: Install gypsum board in strict compliance with requirements ofassembly listing.

D. Cementitious Backing Board: Install over steel framing members and plywood substrate whereindicated, in accordance with ANSI A108.11 and manufacturer's instructions.

3.05 INSTALLATION OF TRIM AND ACCESSORIES

A. Control Joints: Place control joints consistent with lines of building spaces and as indicated.1. Not more than 30 feet (10 meters) apart on walls and ceilings over 50 feet (16 meters)

long.

B. Corner Beads: Install at external corners, using longest practical lengths.

C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials.

3.06 JOINT TREATMENT

A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise

indicated.

B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready toreceive finishes.1. Feather coats of joint compound so that camber is maximum 1/32 inch (0.8 mm).

3.07 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 3000 - 1 TILING

SECTION 09 3000

TILING

PART 1 GENERAL


A. Tile for floor applications.

B. Tile for wall applications.

C. Cementitious backer board as tile substrate.


A. Section 09 2116 - Gypsum Board Assemblies: Tile backer board.


A. ANSI A108/A118/A136.1 - American National Standard Specifications for the Installation ofCeramic Tile (Compendium); 2013.1.

B. ANSI A108.1a - American National Standard Specifications for Installation of Ceramic Tile in theWet-Set Method, with Portland Cement Mortar; 2014.

C. ANSI A108.1b - American National Standard Specifications for Installation of Ceramic Tile on aCured Portland Cement Mortar Setting Bed with Dry-Set or Latex-Portland Cement Mortar; 1999(Reaffirmed 2010).

D. ANSI A108.1c - Specifications for Contractors Option: Installation of Ceramic Tile in theWet-Set Method with Portland Cement Mortar or Installation of Ceramic Tile on a CuredPortland Cement Mortar Bed with Dry-Set or Latex-Portland Cement; 1999 (Reaffirmed 2010).

E. ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tile withOrganic Adhesives or Water Cleanable Tile-Setting Epoxy Adhesive; 2009 (Revised).

F. ANSI A108.5 - American National Standard Specifications for Installation of Ceramic Tile withDry-Set Portland Cement Mortar or Latex-Portland Cement Mortar; 1999 (Reaffirmed 2010).

G. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile withChemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy; 1999 (Reaffirmed2010).

H. ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tile withChemical Resistant Furan Resin Mortar and Grout; 1999 (Reaffirmed 2010).

I. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile withModified Epoxy Emulsion Mortar/Grout; 1999 (Reaffirmed 2010).

J. ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework;1999 (Reaffirmed 2010).

K. ANSI A108.11 - American National Standard for Interior Installation of Cementitious BackerUnits; 2010 (Revised).

L. ANSI A108.12 - American National Standard for Installation of Ceramic Tile with EGP (Exteriorglue plywood) Latex-Portland Cement Mortar; 1999 (Reaffirmed 2010).

M. ANSI A108.13 - American National Standard for Installation of Load Bearing, Bonded,Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone; 2005 (Reaffirmed2010).

N. ANSI A118.3 - American National Standard Specifications for Chemical Resistant, WaterCleanable Tile-Setting and -Grouting Epoxy and Water Cleanable Tile-Setting Epoxy Adhesive;2013 (Revised).

O. ANSI A118.4 - American National Standard Specifications for Modified Dry-Set Cement Mortar;2012 (Revised).

P. ANSI A118.9 - American National Standard Specifications for Test Methods and Specificationsfor Cementitious Backer Units; 1999 (Reaffirmed 2010).


09 3000 - 2 TILING

Q. ANSI A118.15 - American National Standard Specifications for Improved Modified Dry-SetCement Mortar; 2012.

R. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation; 2015.


A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work ofthis section; require attendance by all affected installers.

1.05 SUBMITTALS


B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories.Include instructions for using grouts and adhesives.

C. Shop Drawings: Indicate tile layout, patterns, color arrangement, perimeter conditions, junctionswith dissimilar materials, control and expansion joints, thresholds, ceramic accessories, andsetting details.

D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.

E. Maintenance Data: Include recommended cleaning methods, cleaning materials, and stainremoval methods.

F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.1. Extra Tile: 2 percent of each size, color, and surface finish combination, but not less than

5 of each type.


A. Maintain one copy of and ANSI A108/A118/A136.1 and TCNA (HB) on site.

B. Manufacturer Qualifications: Company specializing in manufacturing the types of productsspecified in this section, with minimum five years of documented experience.

1.07 MOCK-UP

A. See Section 01 4000 - Quality Requirements, for general requirements for mock-up.


A. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.


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 installationof mortar materials.

PART 2 PRODUCTS

2.01 TILE

A. Manufacturers: 1. Louisville Tile, Urban Threads, www.louisville-tile.com.2. Crossville Tile, www.crossvilleinc.com.3. Stonepeak Ceramics, www.stonepeakceramics.com4. Giotile, www.giotile.com5. Substitutions: See Section 01 6000 - Product Requirements.

B. All selections are as listed on the finish schedule per the above manufacturers.

2.02 SETTING MATERIALS

A. Manufacturers:1. ARDEX Engineered Cements; -: www.ardexamericas.com.2. Bostik Inc; -: www.bostik-us.com.3. LATICRETE International, Inc; -: www.laticrete.com.4. Substitutions: See Section 01 6000 - Product Requirements.


09 3000 - 3 TILING

B. 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.

C. Water Based Adhesive: Multi-purpose type mastic.1. Applications: As recommended by manufacturer.

2.03 GROUTS

A. Epoxy Grout: ANSI A118.3 chemical resistant and water-cleanable epoxy grout.1. Applications: All.2. Color(s): As scheduled.3. Products:

a. LATICRETE International, Inc; LATICRETE SPECTRALOCK PRO Premium Grout: www.laticrete.com.

b. Substitutions: See Section 01 6000 - Product Requirements.

2.04 MAINTENANCE MATERIALS

A. Tile Sealant: Gunnable, silicone, siliconized acrylic, or urethane sealant; moisture and mildewresistant type.1. Applications: Between tile and plumbing fixtures.

B. Grout Sealer: Liquid-applied, moisture and stain protection for existing or new Portland cementgrout.1. Composition: Water-based colorless silicone.

2.05 ACCESSORY MATERIALS

A. Backer Board: Cementitious type complying with ANSI A118.9; high density, glass fiberreinforced, 1/2 inch (12.7 mm) thick; 2 inch (51 mm) wide coated glass fiber tape for joints andcorners.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type ofwork 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 ofsetting materials to sub-floor surfaces.

D. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moistureemission rate and alkalinity; obtain instructions if test results are not within limits recommendedby tile manufacturer and setting materials manufacturer.

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 acceptableflatness tolerances.

D. Install backer board in accordance with ANSI A108.11 and board manufacturer's instructions. Tape joints and corners, cover with skim coat of setting material to a feather edge.

E. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer'sinstructions.

3.03 INSTALLATION - GENERAL

A. Install tile, thresholds, and stair treads and grout in accordance with applicable requirements ofANSI A108.1a thru A108.13, manufacturer's instructions, and TCNA (HB) recommendations.


09 3000 - 4 TILING

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 basesneatly. Align floor joints.

D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make groutjoints without voids, cracks, excess mortar or excess grout, or too little grout.

E. Form internal angles square and external angles bullnosed.

F. Sound tile after setting. Replace hollow sounding units.

G. Keep control and expansion joints free of mortar, grout, and adhesive.

H. Prior to grouting, allow installation to completely cure; minimum of 48 hours.

I. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated.

J. At changes in plane and tile-to-tile control joints, use tile sealant instead of grout, with eitherbond breaker tape or backer rod as appropriate to prevent three-sided bonding.

3.04 INSTALLATION - FLOORS - THIN-SET METHODS

A. Over interior concrete substrates, install in accordance with TCNA (HB) Method F113, dry-set orlatex-Portland cement bond coat, with standard grout, unless otherwise indicated.

B. Over wood substrates, install in accordance with TCNA (HB) Method F142, with standard grout,unless otherwise indicated.

C. Over wood substrate with backer board underlayment, install in accordance with TCNA (HB)Method F144, for cementitious backer boards, with epoxy grout.

D. Install tile-to-tile floor movement joints in accordance with TCNA (HB) Method EJ171F.

3.05 INSTALLATION - FLOORS - MORTAR BED METHODS

A. Over interior concrete substrates, install in accordance with TCNA (HB) Method F111, withcleavage membrane, unless otherwise indicated.

B. Over wood substrates, install in accordance with TCNA (HB) Method F141, with standard grout,unless otherwise indicated.

C. Mortar Bed Thickness: 5/8 inch (15.9 mm), unless otherwise indicated.

3.06 INSTALLATION - WALL TILE

A. Over cementitious backer units on studs, install in accordance with TCNA (HB) Method W244,using membrane at toilet rooms.

B. Over gypsum wallboard on wood or metal studs install in accordance with TCNA (HB) MethodW243, thin-set with dry-set or latex-Portland cement bond coat, unless otherwise indicated.

3.07 CLEANING

A. Clean tile and grout surfaces.

3.08 PROTECTION

A. Do not permit traffic over finished floor surface for 4 days after installation.

END OF SECTION

OLIVE BRANCH CHURCH CENTRIC ARCHITECTURE 938 Havenehill Drive PROJECT NUMBER 14032

09 50 00 - 1 WOOD SLAT CEILING

SECTION 09 50 00

WOOD SLAT CEILING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general conditions of Contract, including General and Supplementary Conditions and Divisions-1 Specification sections apply to work of this section

1.2 SUMMARY

A. Section Includes

1. Solid Wood and Wood veneer slat ceiling

2. Exposed grid suspension system

3. Dowel and Backer System.

4. Wire hangers, fasteners, main runners, wall angle moldings and accessories.

B. Alternates

1. Prior Approval: Unless otherwise provided for in the Contract documents, proposed product substitutions may be submitted no later than TEN (10) working days prior to the date established for receipt of bids. Acceptability of a proposed substitution is contingent upon the Architect's review of the proposal for acceptability and approved products will be set forth by the Addenda. If included in a Bid are substitute products that have not been approved by Addenda, the specified products shall be provided without additional compensation.

2. Submittals that do not provide adequate data for the product evaluation will not be considered. The proposed substitution must meet all requirements of this section, including but not necessarily limited to, the following: Single source materials suppliers (if specified in Section 1.5); Underwriters' Laboratories Classified Acoustical performance; Panel design, size, composition, color, and finish; Suspension system component profiles and sizes; Compliance with the referenced standards.

1.3 REFERENCES

A. American Society for Testing and Materials (ASTM):

1) ASTM A 1008 Standard Specification for Steel, Sheet, Cold Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability

2) ASTM A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire

3) ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process

4) ASTM C 423 Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method

5) ASTM C 635 Standard Specification for Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings



6) ASTM C 636 Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels

7) ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials

8) ASTM E 580 Installation of Metal Suspension Systems in Areas Requiring Moderate Seismic Restraint

9) ASTM E 1264 Classification for Acoustical Ceiling Products

B. Hardwood Plywood & Veneer Association (HPVA)

C. International Building Code

D. ASHRAE Standard 62 1 2004 Ventilation for Acceptable Indoor Air Quality

E. NFPA 70 National Electrical Code

F. ASCE 7 American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures

G. International Code Council-Evaluation Services - AC 156 Acceptance Criteria for Seismic Qualification Testing of Non-structural Components

H. International Code Council-Evaluation Services Report - Seismic Engineer Report

1. ESR 1308 - Armstrong T-Bar or Dimensional Suspension

I. California Air Resources Board (CARB) compliant

1.4 SUBMITTALS

A. Product Data: Submit manufacturer's technical data for each type of ceiling unit and suspension system required.

B. Installation Instructions: Submit manufacturer's installation instructions as referenced in Part 3, Installation.

C. Samples: Minimum 3-1/2 inch or 5-1/2 inch samples of specified panel; 8 inch long samples of exposed wall molding and suspension system, including main runner.

D. Shop Drawings: Illustrating the layout and details of the ceilings. Show locations of items that are to be coordinated with, or supported by the ceilings.

E. Certifications: Manufacturer's certifications that products comply with specified requirements, including laboratory reports showing compliance with specified tests and standards.

F. All products not conforming to manufacturer's current published values must be removed and dispose. Replace with complying product at the expense of the Contractor performing the work.




A. Single-Source Responsibility: Provide ceiling panel units/slats and grid components by a single manufacturer.

B. Fire Performance Characteristics: Identify ceiling components with appropriate markings of applicable testing and inspecting organization.

1. Surface Burning Characteristics: As follows, tested by HPVA (Hardwood Plywood and Veneer Association) under the test standard ASTM E-84 tunnel test and complying with ASTM E 1264 for Class A products.

a. Flame Spread: 25 or less

b. Smoke Developed: 50 or less

C. Woodworking Standards: Manufacturer must comply with specified provisions of Architectural Woodworking Institute quality standards.

D. Woodworks Panels: As with other architectural features located at the ceiling, may obstruct or skew the planned fire sprinkler water distribution pattern through possibly delay or accelerate the activation of the sprinkler or fire detection systems by channeling heat from a fire either toward or away from the device. Designers and installers are advised to consult a fire protection engineer, NFPA 13, or their local codes for guidance where automatic fire detection and suppression systems are present.

E. Coordination of Work: Coordinate ceiling work with installers of related work including, but not limited to building insulation, wet work i.e. gypsum board, light fixtures, mechanical systems, electrical systems, and sprinklers.

1.6 DELIVERY, STORAGE AND HANDLING

A. Store the wood veneer ceiling panels in a dry interior location in their cartons prior to installation to avoid damage. Store the ceiling panel cartons in a flat, horizontal position. Do not remove the protectors between the panels until installation.

B. Do not store in unconditioned spaces with humidity greater than 55 percent or lower than 25 percent relative humidity and temperatures lower than 50 degrees F or greater than 86 degrees F. Do not expose the wood veneer ceiling panels to extreme temperatures, for example, close to a heating source or near a window with direct sunlight.

C. Handle ceiling units carefully to avoid chipped edges or damage to units in any way.

1.7 PROJECT CONDITIONS

A. Prior to installation, the wood veneer ceiling materials are required to reach room temperature and have stabilized moisture content for a minimum of 72 hours.

B. Do not install the wood veneer panels in spaces where the temperature or humidity conditions vary greatly from the temperatures and conditions that will be normal in the occupied space.



C. As interior finish products, the wood veneer panels are designed for installation in temperature conditions between 50 degrees F and 86 degrees F, in spaces where the building is enclosed and HVAC systems are functioning and will be in continuous operation. Relative humidity should not fall below 25 percent or exceed 55 percent.

1.8 WARRANTY

A. Wood Veneer Panel: Submit a written warranty executed by the manufacturer, agreeing to repair or replace panels that fail within the warranty period. Failures include, but are not limited to:

1. Ceiling Panels: Defects in materials or factory workmanship

2. Grid System: Rusting and manufacturing defects

B. Warranty Period:

1. Wood veneer panels: One (1) year from date of installation

2. Grid: One (1) year from date of installation

C. The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents.

1.9 MAINTENANCE

A. Extra Materials: Deliver extra materials to Owner. Furnish extra materials described below that match products installed. Packaged with protective covering for storage and identified with appropriate labels.

1. Ceiling Units: Furnish quantity of full-size units equal to 5.0 percent of amount installed.

2. Exposed Suspension System Components: Furnish quantity of each exposed suspension component equal to 2.0 percent of amount installed.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Ceiling Panels/Slats:

1. Armstrong World Industries, Inc.

B. Suspension Systems:

1. Armstrong World Industries, Inc.

2.2.1 WOOD VENEER CEILING UNITS

A. Woodworks Grille Backer and Dowel Combination:



1. Surface Texture: Smooth 2. Composition: Wood Slats with Dowel and Backer Combination. 3. Species/Finish: Grille Light Cherry 4. Size: 12IN x 96IN 5. Reveal: Dowel 6. Profile: 7099 as indicated on drawings. 7. Edge Banding and Trim: To match face veneer 8. Noise Reduction Coefficient (NRC): ASTM C 423, Classified with UL label on product carton 0.75 10. Flame Spread: ASTM E84 HPVA Fire Classification Class C 11. Dimensional Stability: Standard 12. Acceptable Product: WoodWorks Grille, Item # 7099DO as manufactured by Armstrong World Industries

B. WoodWorks Panel Accessories: 1. 5671 - Ledger 2. 5672 - Junction - 1-3/8" 3. 5674 - End Cap - 1-3/8" 4. 5675 - End Cap - 2-1/4" 5. 5687 - Backer Clip 6. 5688 - Dowel Clip 7. 5823 - BioAcoustic Infill Panel (Black - Matte) 8. 6459BL - Rigid Attachment Clip 9. 6657 - BioAcoustic Infill Panel (Black - Matte) 10. 7170 - WW Grille 3.25" End Cap 11. 7171 - WW Grille 4.25" End Cap 12. 7172 - WW Grille 5.25" End Cap 13. 92715A620 - Self-tapping Screws

2.3.1 METAL SUSPENSION SYSTEMS

A. Components: Main beams and cross tees, base metal and end detail, fabricated from commercial quality hot dipped galvanized steel complying with ASTM A 653. Main beams and cross tees are double-web steel construction with type exposed flange design. Exposed surfaces chemically cleansed, capping prefinished galvanized steel in baked polyester paint. Main beams and cross tees shall have rotary stitching. a. Structural Classification: ASTM C 635 Heavy Duty b. Color: To be selected by architect. c. Acceptable Product: Prelude XL 15/16" Exposed Tee as manufactured by Armstrong World Industries

B. Attachment Devices:

Size for five times design load indicated in ASTM C 635, Table 1, Direct Hung unless otherwise indicated.

C. Wire for Hangers and Ties:

ASTM A 641, Class 1 zinc coating, soft annealed, with a yield stress load of at least time three design load, but not less than 12 gauge.



PART 3 - EXECUTION

3.1 EXAMINATION

A. Do not proceed with installation until all wet work such as concrete, terrazzo, plastering and painting has been completed and thoroughly dried out.

B. Proper designs for both supply air and return air, maintenance of the HVAC filters and building interior space are essential to minimize soiling. Before starting the HVAC system, make sure supply air is properly filtered and the building interior is free of construction dust.

3.2 PREPARATION

A. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less than half width units at borders, and comply with reflected ceiling plans. Coordinate panel layout with mechanical and electrical fixtures.

3.3 INSTALLATION

A. Install suspension system and panels in compliance with ASTM C636; CISCA Seismic Guidelines; approved construction drawings; with the authorities having jurisdiction; and in accordance with the manufacturer's installation instructions.

B. Install wall moldings at intersection of suspended ceiling and vertical surfaces.

3.4 ADJUSTING AND CLEANING

A. Replace damaged and broken panels.

B. Clean exposed surfaces of ceilings panels, including trim, edge moldings, and suspension members. Comply with manufacturer's instructions for cleaning and touch up of minor finish damage. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage.


09 5100 - 1 SUSPENDED ACOUSTICALCEILINGS

SECTION 09 5100

SUSPENDED ACOUSTICAL CEILINGS

PART 1 GENERAL


A. Suspended metal grid ceiling system.

B. Acoustical units.

C. Supplementary acoustical insulation above ceiling.


A. ASTM C635/C635M - Standard Specification for the Manufacture, Performance, and Testing ofMetal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2013a.

B. ASTM C636/C636M - Standard Practice for Installation of Metal Ceiling Suspension Systems forAcoustical Tile and Lay-In Panels; 2013.

C. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for LightFrame Construction and Manufactured Housing; 2012.

D. ASTM E580/E580M - Standard Practice for Installation of Ceiling Suspension Systems forAcoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions; 2014.

E. ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2014.

F. CAL (CHPS LEM) - Low-Emitting Materials Product List; California Collaborative for HighPerformance Schools (CHPS); current edition at www.chps.net/.


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 iscompleted, tested, and approved.

B. Do not install acoustical units until after interior wet work is dry.

1.04 SUBMITTALS


B. Shop Drawings: Indicate grid layout and related dimensioning.

C. Product Data: Provide data on suspension system components.

D. Samples: Submit two samples 6_by 6 inch (____by____ mm) in size illustrating material andfinish 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. Extra Acoustical Units: Quantity equal to 5 percent of total installed.


A. Acoustical Unit Manufacturer Qualifications: Company specializing in manufacturing theproducts specified in this section with minimum three years documented experience.


A. Maintain uniform temperature of minimum 60 degrees F (16 degrees C), and maximumhumidity of 40 percent prior to, during, and after acoustical unit installation.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Acoustic Panels:

B. Suspension Systems:1. Same as for acoustical units.



2.02 ACOUSTICAL UNITS

A. Acoustical Units - General: ASTM E1264, Class A.

B. Acoustical Tile Type A: Painted mineral fiber, ASTM E1264 Type III, with the followingcharacteristics:1. Size: 24 by 24 inches (__ by ___ mm).2. Edge: Beveled tegular.3. Surface Color: White.4. Products:

a. Armstrong Optima 2 x 2.b. Substitutions: See Section 01 6000 - Product Requirements.

C. Acoustical Tile Type B:1. Size: 24 by 24 inches.2. Edge: Beveled tegular.3. Product:

a. Optima 2 x 2 cloud with Axiom Classic Edge Trim (#AX4STR)

D. Acoustical Panels Type C: Painted mineral fiber, ASTM E1264 Type III, with the followingcharacteristics:1. Edge: Reveal edge.2. Surface Color: White.3. Products:

a. Armstrong Optima Planks.

2.03 SUSPENSION SYSTEM(S)

A. Suspension Systems - General: Complying with ASTM C635/C635M; die cut and interlockingcomponents, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips asrequired.

2.04 ACCESSORIES

A. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismicrequirements, and ceiling system flatness requirement specified.

B. Perimeter Moldings: Same material and finish as grid.

C. Acoustical Sealant For Perimeter Moldings: Non-hardening, non-skinning, for use inconjunction with suspended ceiling system.

PART 3 EXECUTION

3.01 EXAMINATION


B. Verify that layout of hangers will not interfere with other work.

3.02 INSTALLATION - SUSPENSION SYSTEM

A. Install suspension system in accordance with ASTM C636/C636M, ASTM E580/E580M, andmanufacturer's instructions and as supplemented in this section.

B. Rigidly secure system, including integral mechanical and electrical components, for maximumdeflection of 1:240.

C. Lay out system to a balanced grid design with edge units no less than 50 percent of acousticalunit size.

D. Install after major above-ceiling work is complete. Coordinate the location of hangers with otherwork.

E. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Wherecarrying members are spliced, avoid visible displacement of face plane of adjacent members.

F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearestaffected hangers and related carrying channels to span the extra distance.



G. Do not support components on main runners or cross runners if weight causes total dead loadto exceed deflection capability.

H. Support fixture loads using supplementary hangers located within 6 inches (150 mm) of eachcorner, or support components independently.

I. Do not eccentrically load system or induce rotation of runners.

J. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions withother interruptions.1. Use longest practical lengths.2. Overlap and rivet corners.

3.03 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 toappearance and function.

C. Fit border trim neatly against abutting surfaces.

D. Install units after above-ceiling work is complete.

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. Where round obstructions occur, provide preformed closures to match perimeter molding.

3.04 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 6429 - 1 WOOD STRIP AND PLANKFLOORING

SECTION 09 6429

WOOD STRIP AND PLANK FLOORING

PART 1 GENERAL


A. Wood strip and plank flooring, nailed.

B. Secondary subflooring.

C. Sleepers on cushion blocks.

D. Sheet vapor retarder.


A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions - Volatile OrganicCompound (VOC) Content Restrictions.


A. MFMA (SPEC) - Guide Specifications for Maple Flooring Systems; current edition.

B. NWFA (IG) - Installation Guidelines; current edition located at www.nwfa.org.

1.04 SUBMITTALS


B. Product Data: Provide data for flooring.

C. Shop Drawings: Indicate floor joint pattern and termination details.1. Indicate provisions for expansion and contraction.2. Indicate location, size, design, and color of game markings.

D. Samples: Submit two samples 6 by 6 inch (___ by ___ mm) in size illustrating floor finish, color,and sheen.

E. Installation Instructions: Indicate standard and special installation procedures.

F. Maintenance Data: Include maintenance procedures.

G. 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: 10 square yards (9 sq m) matching installed flooring.


A. Perform work of this section in accordance with MFMA (SPEC) and NWFA (IG).1. Maintain one copy of each document on site.

B. Manufacturer Qualifications: Company specializing in manufacturing products specified in thissection with minimum three years documented experience.


A. Do not install wood flooring until wet construction work is complete and ambient air atinstallation space has moisture content stabilized at maximum moisture content of 40 percent.

B. Provide heat, light, and ventilation prior to installation.

C. Store materials in area of installation for minimum period of 24 hours prior to installation.

D. Maintain minimum room temperature of 65 degrees F (18 degrees C) for a period of two daysprior to delivery of materials to installation space, during installation, and after installation.

PART 2 PRODUCTS

2.01 MATERIALS

A. Wood Strip Flooring - Type A:1. Species: White oak.2. Grade: Clear.3. Cut: Plain sawn.



4. Moisture Content: 7 to 9 percent.5. Actual Thickness: 3/4 inch (19 mm).6. Actual Width: 3-1/4 inches (83 mm).7. Edge: Tongue and Groove.8. End: End matched.9. Length: Random, minimum of 36 inches (____ mm).10. Field Finish: Finish as noted on finish schedule.

B. Flooring Nails: Type recommended by flooring manufacturer.

C. Sleepers and Shims: Softwood lumber, pressure treated for moisture protection, 2 by 4 inch (50by 100 mm) size.

D. Vapor Retarder: Black polyethylene sheet, 8 mil (0.2 mm) thick; 2 inch (50 mm) wide tape forjoint sealing.

E. Sheathing Paper: Plain building paper.

2.02 ACCESSORIES

A. Wood Base: Same species as flooring; profile as indicated.

B. Cushion Blocks: Resilient pads, rubber material, sealed air channels for resiliency;compressible to 1/16 inch (1.5 mm) under a 40 psi (275 kPa) load with full and immediaterecovery.

PART 3 EXECUTION

3.01 EXAMINATION


B. Verify wood subfloor is properly secured, smooth and flat to plus or minus 1/4 inch in 10 feet (6mm in 3 m).

C. Verify that required floor-mounted utilities are in correct location.

3.02 PREPARATION

A. Sleepers and Shims:1. Place sleepers over subfloor; space sleepers at 12 inches (300 mm) on center.2. Shim underside of sleepers to achieve level line of plus or minus 1/4 inch in 10 feet (6 mm

in 3 m).

B. Cushioned Sleepers:1. Secure cushion blocks to underside of sleepers at 6 inches (____ mm) oc and at each

end. Shim between blocks and sleepers for equal bearing on floor surface and to achievelevel line of plus or minus 1/4 inch in 10 feet (6 mm in 3 m).

2. Place sleepers over subfloor; space sleepers at 12 inches (300 mm) on center; do notsecure to subfloor.

C. Prepare substrate to receive wood flooring in accordance with manufacturer's, MFMA, andNWFA instructions.

D. Broom clean substrate.

3.03 INSTALLATION

A. Sheathing Paper: Place over wood subfloor; lap edges and ends 2 inches (50 mm), staple inplace.

B. Wood Flooring:1. Install in accordance with manufacturer's, MFMA, and NWFA instructions; predrill and

blind nail to sleepers.2. Lay flooring parallel to length of room areas. Verify alignment as work progresses.3. Arrange flooring with end matched grain set flush and tight.



4. Terminate flooring at centerline of door openings where adjacent floor finish is dissimilar;provide divider strips and transition strips in accordance with flooring manufacturer'srecommendations and as indicated.

5. Install edge strips at unprotected or exposed edges, and where flooring terminates.6. Secure edge strips before installation of flooring with stainless steel screws.7. Install flooring tight to floor access covers.

C. Install floor sockets and inserts to a depth sufficient to ensure flush top surface with floorsurface.

D. Finishing:1. Mask off adjacent surfaces before beginning sanding.2. Sand flooring to smooth even finish with no evidence of sander marks. Take precautions

to contain dust. Remove dust by vacuum.3. Apply finish in accordance with floor finish manufacturer's and MFMA instructions.4. Apply first coat, allow to dry, then buff lightly with steel wool to remove irregularities.

Vacuum clean and wipe with damp cloth before applying succeeding coat.5. Lightly buff between coats with steel wool and vacuum clean before applying succeeding

coat.6. Apply last coat of finish.

3.04 CLEANING

A. Clean and polish floor surfaces in accordance with floor finish manufacturer's instructions.

3.05 PROTECTION

A. Prohibit traffic on floor finish for 48 hours after installation.

B. Place protective coverings over finished floors; do not remove coverings until SubstantialCompletion.

END OF SECTION


09 6519 - 1 RESILIENT TILE FLOORING

SECTION 09 6519

RESILIENT TILE FLOORING

PART 1 GENERAL


A. Resilient tile flooring.

B. Installation accessories:1. Adhesives and adhesive encapsulators.2. Finishes and cleaners.


A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions: SCS FloorScorecertification documentation.


A. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic CementMortars (Using 2-in. or (50-mm) Cube Specimens); 2013.

B. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring;2011.

C. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of ConcreteSubfloor Using Anhydrous Calcium Chloride; 2011.

D. ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete FloorSlabs Using in situ Probes; 2011.

1.04 SUBMITTALS


B. Manufacturer's documentation for flooring and accessories:1. Technical Data.2. Installation and Maintenance.3. Warranty.4. Reclamation Program.5. Material Safety Data Sheets (MSDS) for accessories.

C. Verification Samples: Submit two samples, 4 by 4 inch (100 by 100 mm) in size illustrating colorand pattern for each resilient flooring product specified.


A. Upon receipt, immediately remove any shrink-wrap and check materials for damage and thecorrect style, color, quantity and run numbers.

B. Store all materials flat off of the floor in an acclimatized, weather-tight space between 65 to 85degrees F (18 to 29 degrees C).

C. Do not double stack pallets.


A. Acclimate material at jobsite between 65 to 85 degrees F (18 to 29 degrees C) and 35 percentto 85 percent relative humidity for 48 hours prior to installation. Temperature and relativehumidity should also be maintained at the same levels during installation, and after installation.

B. Spread unopened cartons no more than 6 cartons high and at least 4 inches (101 mm) apart.

C. Keep away from heating and cooling ducts and direct sunlight.

D. If permanent HVAC is not operational, temporary means should be used to maintain therecommended temperature and relative humidity levels.

E. Close areas to traffic during installation of flooring and accessories.




A. Manufacturer Qualifications: Company specializing in manufacturing products specified in thissection, with not less than ten years of documented experience.

1.08 WARRANTY


PART 2 PRODUCTS

2.01 MANUFACTURERS

2.02 RESILIENT TILE FLOORING

A. Luxury Vinyl Plank and Tile:

B. LVT - 11. Pattern: Shaw Jeorgi.2. Color: Flax, 90700.3. Manufacturer: Shaw, www.shawhardsurface.com4. Size: 18" x 18"

C. LVT-21. Pattern: Shannon's Tuf Stuf LVT, Technology2. Color: Loft TY35153. Manufacturer: Shannon Specialty Floors, www.shannonspecialtyfloors.com4. Size: 18" x 18"

2.03 ACCESSORIES

A. Moldings, Transition and Edge Strips: Metal.1. As noted on finish schedule.

B. Adhesive and Adhesive Encapsulators:1. VOC Content Limits: As specified in Section 01 6116.2. Products:

a. As noted per manufacturer's recommended instructions..

C. Finishes and Cleaners:1. VOC Content Limits: As specified in Section 01 6116.2. Products:

a. As noted per manufacturer's recommended instructions..

PART 3 EXECUTION

3.01 EXAMINATION .

A. Install flooring and accessories after other operations (including painting) have been completed.

B. Acceptance of Conditions: Carefully examine all installation areas with installer/applicatorpresent, for compliance with requirements affecting work performance.1. Verify that field measurements, product, adhesives, substrates, surfaces, structural

support, tolerances, levelness, temperature, humidity, moisture content level, pH,cleanliness and other conditions are as required by the manufacturer, and ready to receivework.

C. Verify that substrate is contaminant-free, including old adhesives and abatement chemicals.

D. Test substrates as required by manufacturer to verify proper conditions exist.1. Concrete:

a. Check for concrete additives such as fly ash, curing compounds, hardeners, or othersurface treatments that may prevent proper bonding of floor coverings.

b. Moisture testing: Perform either the In-Situ Relative Humidity (RH) test (ASTMF2170) or Moisture Vapor Emission Rate (MVER) test (ASTM F1869). Refer to theManufacturer's Installation Guide/Manual for the maximum allowable substrate



moisture content. Substrates above the maximum allowable moisture content willrequire a moisture mitigation system.

c. Perform alkalinity testing to verify pH level is between 7 to 10 per ASTM F710.d. Check substrate for absorbency per manufacturer's recommendations.e. Perform bond testing per ASTM F710 to determine compatibility of adhesive to

concrete substrate.

E. Verify that required floor-mounted utilities are in correct location.

F. Verify LVT can be installed over existing floor treatment in place per manufacturer'srecommended instructions.

3.02 PREPARATION

A. Prior to installation, the flooring installer should plan and attend an on-site construction meetingwith the General Contractor, Architect and Property Owner to review all requirements andinspect site conditions as outlined in the manufacturer's installation document, as well as toreview the requirements of ASTM F710 and any relevant building codes, or local, state, ornational regulations.

B. Flooring installation should not begin until all site conditions have been assessed, testing hasbeen completed and subfloor conditions are approved.

C. Prepare per manufacturer's written instructions, Section 01 7000, and as follows:1. Prepare substrates to ensure proper adhesion of Luxury Vinyl Plank & Tile.2. Concrete Substrates: Prepare substrate per ASTM F710.

a. Verify that subfloor is clean, flat, smooth, free of dirt, rust, paint, oil, wax or anycontaminant that will interfere with adhesive bonding.

b. Mechanically remove substrate coatings that are not compatible with adhesives, suchas sealers, curing, hardening or parting compounds, soap, wax, oil, etc.1) Do not use solvents or adhesive removers.

c. Expansion joints, isolation joints, or other moving joints must be honored and not befilled with underlayment products or other materials, and floor coverings must not belaid over them. Expansion joint covering systems should be detailed by the architector engineer based upon intended usage and aesthetic considerations.

d. Surface cracks, grooves, depressions, control joints or other non-moving joints, andother irregularities shall be filled or smoothed with high quality Portland cement orcalcium aluminate based patching or underlayment compound for filling or smoothing,or both.1) Do not skim-coat large areas with patching compound, especially slick

power-troweled surfaces.2) Sand smooth per manufacturer's instructions.

e. Slick surfaces such as power troweled concrete shall be profiled as needed to allowfor a mechanical bond between the adhesive and subfloor.

f. Do not use gypsum-based underlayment products and do not skim coat concretesubfloors.

g. Self-Leveling Underlayments: Provide a dry and smoothly-sanded underlaymentsubstrate ready for installation of Luxury Vinyl Plank & Tile. Underlayment compoundshall be moisture-resistant, mildew-resistant, and alkali-resistant and must have aminimum of 3,000 psi compressive strength per ASTM C109/C109M.

h. Lightweight concrete shall have a compressive strength greater than 90 pounds percubic foot with minimum compression strength of 2,500 psi or greater.

3. Existing and Other Substrates:a. Refer to manufacturer's professional installation guide and/or contact manufacturer,

as special conditions may exist.

3.03 INSTALLATION

A. Installation per manufacturer's written instructions and as follows:1. Layout shall be specified by Architect, Designer or End User.2. Follow layout and ensure installation reference lines are square.



3. Field tiles shall be installed with directional arrows on back aligned in the same direction,or may be installed in quarter-turned fashion.

4. Check cartons for and do not mix dye lots.5. Expansion Joints: Locate expansion, isolation, and other moving joints prior to installation.

a. Do not fill expansion, isolation, and other moving joints with patching compound orcover with resilient flooring.

b. Install movement joint systems per manufacturer's instructions and per -.6. Adhesives: Adhere flooring to substrate using the full spread method resulting in a

completed installation without gaps, voids, raised edges, bubbles or any other surfaceimperfections.a. Select appropriate adhesive, trowel and follow manufacturer's instructions.b. Periodically spot-check transfer of adhesive to back of tile during installation.c. Roll floor with a 100 pound roller to ensure proper transfer of adhesive and bonding.d. Protect floor from traffic per manufacturer's instructions.e. Do not wet mop floor until the adhesive has properly set per written instructions.

3.04 FIELD QUALTITY CONTROL

A. Site tests and inspections per Section 01 4000 and as follows:1. Inspect flooring installation for non-conforming work including, but not limited to, the

following:a. Lack of adhesion.b. Bubbles, loose tiles or raised edges.c. Dirt and debris underneath flooring.d. Excessive gaps.e. Improper substrate preparation as indicated by telegraphing.f. Damage to tiles, including: dents/indentations, cuts, cracks, burns or punctures.

B. Non-conforming work per General Conditions and as follows:1. Repair or replace damaged material if not acceptable to the Architect.

3.05 CLEANING

A. Waste Management per below, and as follows:1. Coordinate material reclamation program with manufacturer, if applicable.

a. Store and return cartons and pallets to manufacturer or recycler for reuse or recycling.

B. Provide progress cleaning per manufacturer's written instructions and as follows:1. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary

for proper execution of the work.a. Clean and protect completed construction until Date of Substantial Completion.b. During installation, remove wet adhesive from surface of flooring per manufacturer's

instructions.2. Site: Maintain project site free of waste materials and debris.

C. Provide final cleaning immediately prior to Date of Substantial Completion inspection permanufacturer's written instructions.1. Protection: Remove manufacturer's and other installed protection immediately prior to

Date of Substantial Completion inspection, unless required otherwise.2. Clean floor with a neutral 6-8 pH cleaner.

3.06 MAINTENANCE

A. Initial maintenance per flooring manufacturer’s written instructions and as follows:1. Allow the adhesive to cure for at least 48 hours prior to wet cleaning the floor.2. Sweep, dust mop or vacuum the floor thoroughly to remove all loose dirt, dust, grit and

debris.3. Remove any dried adhesive residue from the surface with Black Scuff and Adhesive

Remover or mineral spirits applied to a clean, lint-free cloth.4. Damp mop the floor using a cleaner recommended by the flooring manufacturer.



5. If necessary, scrub the floor using an auto scrubber or rotary machine (300 rpm or less)with a cleaner recommended by the flooring manufacturer. Maintain the proper dilutionratio and use the appropriate scrubbing brush or pad.

6. Thoroughly rinse the entire floor with fresh, clean water. Remove the dirty residue with awet-vacuum or clean mop and allow the floor to dry completely.

3.07 PROTECTION

A. Protect materials from construction operations until Date of Substantial Completion or Owneroccupancy, whichever occurs first.1. Protect finished floor from abuse and damage by using heavy non-staining kraft paper,

drop cloths or equivalent. Use additional, non-damaging protective materials as needed.2. Light foot traffic on a newly installed floor can be permitted after 24 hours.3. Keep heavy traffic and rolling loads off the newly installed LVT flooring for 48 hours.4. Protect the floor from rolling traffic by covering with protective boards.

END OF SECTION


09 6813 - 1 TILE CARPETING

SECTION 09 6813

TILE CARPETING

PART 1 GENERAL


A. Carpet tile, fully adhered.


A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.


A. CRI 104 - Standard for Installation of Commercial Carpet; 2015.

B. CRI (GLP) - Green Label Plus Testing Program - Certified Products; www.carpet-rug.org;current edition.

1.04 SUBMITTALS


B. Product Data: Provide data on specified products, describing physical and performancecharacteristics; sizes, patterns, colors available, and method of installation.

C. Shop Drawings: Indicate layout of joints, direction of carpet pile, and location of edge moldings.

D. Samples: Submit two carpet tiles illustrating color and pattern design for each carpet colorselected.

E. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditionsrequiring special attention.

F. Maintenance Data: Include maintenance procedures, recommended maintenance materials,and suggested schedule for cleaning.

G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.1. Extra Carpet Tiles: Quantity equal to 5 percent of total installed of each color and pattern

installed.


A. Manufacturer Qualifications: Company specializing in manufacturing specified carpet tile withminimum three years documented experience.

B. Installer Qualifications: Company specializing in installing carpet tile with minimum three yearsdocumented experience and approved by carpet tile manufacturer.


A. Store materials in area of installation for minimum period of 24 hours prior to installation.

PART 2 PRODUCTS

2.01 MANUFACTURERS

2.02 MATERIALS

A. Tile Carpeting, Type A: Tufted, manufactured in one color dye lot.1. Product: Field Tile 5T079 manufactured by Shaw.2. Tile Size: 24 by 24 inch (____by____ mm), nominal.3. Color: 7811.

B. Tile Carpeting, Type B, manufactured in one color dye lot.1. Product: Allure 59327manufactured by Shaw.2. Tile Size: 24 by 24 inch.3. Color: 27585

C. Tile Carpeting, Type C, manufactured in one color dye lot.1. Product: Super Flor manufactured by Interface.2. Tile Size: 50 cm x 50 cm.



3. Color: Mid Brown, 609023.

2.03 ACCESSORIES

A. Sub-Floor Filler: White premix latex; type recommended by flooring material manufacturer.

B. Adhesives:1. Compatible with materials being adhered; maximum VOC content as specified in Section

01 6116.

C. Carpet Tile Adhesive: Recommended by carpet tile manufacturer; releasable type.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that sub-floor surfaces are smooth and flat within tolerances specified for that type ofwork and are ready to receive carpet 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 carpet tile.

C. Verify that sub-floor surfaces are dust-free and free of substances that could impair bonding ofadhesive materials to sub-floor surfaces.

D. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough and ready for flooringinstallation by testing for moisture and pH.1. Obtain instructions if test results are not within limits recommended by flooring material

manufacturer and adhesive materials manufacturer.

E. 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 or local low spots, cracks, joints, holes, andother defects with sub-floor filler.

C. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Prohibit traffic until filler iscured.

D. 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 square pattern, with pile direction parallel to next unit, set parallel to buildinglines.

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 INSTALLATION ON STAIRS

A. Use one piece of carpet for each tread and the riser below. Apply seam adhesive to all cutedges.

B. Lay carpet with pile direction in the length of the stair.

C. Adhere carpet tight to stair treads and risers.

3.05 CLEANING

A. Remove excess adhesive without damage, from floor, base, and wall surfaces.



B. Clean and vacuum carpet surfaces.

END OF SECTION


10 2226.33 - 1 FOLDING PANEL PARTITIONS

SECTION 10 2226.33

FOLDING PANEL PARTITIONS

PART 1 GENERAL


A. Folding panel partitions.

B. Ceiling track, ceiling guards, and operating hardware.

1.02 SUBMITTALS


B. Product Data: Provide data on partition materials, operation, hardware and accessories, trackswitching components, and colors and finishes available.

C. Shop Drawings: Indicate opening sizes, track layout, details of track and required supports,static and dynamic loads, location and details of pass door and frame, adjacent constructionand finish trim, and stacking depth.

D. Samples for Selection: Submit two samples of full manufacturer's color range for selection ofcolors.

E. Samples for Review: Submit two samples of surface finish, 12 by 12 inches (300 by 300 mm)size, illustrating quality, colors selected, texture, and weight.

F. Certificates: Certify that partition system meets or exceeds specified acoustic requirements.

G. Manufacturer's Instructions: Indicate special procedures.

H. Maintenance Data: Include recommended cleaning methods, cleaning materials, and stainremoval methods. Describe cleaning materials detrimental to finish surfaces and hardwarefinish.


A. Manufacturer Qualifications: Company specializing in manufacturing products specified thissection with minimum three years of documented experience.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Basis of Design: Hufcor 631 Operable Partition, Top Supported, Omni-Directional, ManuallyOperated, Individual Panels - STC 49, .

B. Other Acceptable Manufacturers:1. Substitutions: See Section 01 6000 - Product Requirements.

2.02 COMPONENTS

A. Track: Formed steel; 1-1/4 by 1-1/4 inch (32 by 32 mm) size; thickness and profile designed tosupport loads, steel sub-channel and track connectors, and track switches.

B. Carriers: Nylon wheels on trolley carrier at top of every second panel, sized to carry imposedloads, with threaded pendant bolt for vertical adjustment.

C. Hardware: Latching door handles of cast steel, satin chrome finish; lock cylinder keyed tobuilding keying system.

D. Acoustic Seals: Flexible acoustic seals at jambs, meeting mullions, ceilings, retractable floorand ceiling seals, and above track to structure acoustic seal.

E. Vinyl Coated Fabric: ASTM F793 Category VI, polyvinyl fluoride finish for washability andimproved flame retardance. color as selected from manufacturer's standard range.

F. Pass Door: Single door, 36 inch (____ mm) wide by 84 inch (____ mm) high opening; samedesign and construction as panel; fit door with perimeter acoustic gaskets, concealed closer,keyed lock, and tool operated floor seal.

G. Acoustic Sealant: Partition manufacturer's standard type .


10 2226.33 - 2 FOLDING PANEL PARTITIONS

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field measurements are as indicated.

B. Verify track supports are laterally braced and will permit track to be level within 1/4 inch (6.4mm) of required position and parallel to the floor surface.

C. Verify floor flatness of 1/8 inch in 10 feet (3 mm in 3 m), non-cumulative.

D. Verify wall plumbness of 1/8 inch in 10 feet (3 mm in 3 m), non-cumulative.

3.02 INSTALLATION

A. Install partition in accordance with manufacturer's instructions and ASTM E557.

B. Fit and align partition assembly and pocket doors level and plumb.

C. Lubricate moving components.

D. Install acoustic sealant to achieve required acoustic performance.

3.03 ADJUSTING

A. Adjust partition assembly to provide smooth operation from stacked to full open position. Do notover-compress acoustic seals.

B. Visually inspect partition in full extended position for light leaks to identify a potential acousticalleak.

C. Adjust partition assembly to achieve lightproof seal.

3.04 CLEANING

A. Clean finish surfaces and partition accessories.

3.05 CLOSEOUT ACTIVITIES

A. Demonstrate operation of partition and identify potential operational problems.

END OF SECTION


12 3600 - 1 COUNTERTOPS

SECTION 12 3600

COUNTERTOPS

PART 1 GENERAL


A. Countertops for architectural cabinet work.

B. Wall-hung counters and vanity tops.


A. Section 06 4100 - Architectural Wood Casework.


A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.

B. ISFA 2-01 - Classification and Standards for Solid Surfacing Material; 2013.

C. ISFA 3-01 - Classification and Standards for Quartz Surfacing Material; 2013.

D. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.

1.04 SUBMITTALS


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 ofcabinets 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.

E. Installation Instructions: Manufacturer's installation instructions and recommendations.

F. Maintenance Data: Manufacturer's instructions and recommendations for maintenance andrepair of countertop surfaces.


A. Fabricator Qualifications: Same fabricator as for cabinets on which tops are to be installed.


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.


A. Maintain environmental conditions (temperature, humidity, and ventilation) within limitsrecommended by manufacturer for optimum results. Do not install products underenvironmental conditions outside manufacturer's absolute limits.

PART 2 PRODUCTS

2.01 COUNTERTOPS

A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS).

B. Solid Surfacing Countertops: Solid surfacing sheet or plastic resin casting over continuoussubstrate.1. Flat Sheet Thickness: 1/2 inch (12 mm), minimum.2. Solid Surfacing Sheet and Plastic Resin Castings: Complying with ISFA 2-01and NEMA

LD 3; acrylic or polyester resin, mineral filler, and pigments; homogenous, non-porous and



capable of being worked and repaired using standard woodworking tools; no surfacecoating; color and pattern consistent throughout thickness.a. Finish on Exposed Surfaces: Matte, gloss rating of 5 to 20.b. Color and Pattern: As indicated on drawings.

3. Other Components Thickness: 1/2 inch (12 mm), minimum.

2.02 ACCESSORY MATERIALS

A. Adhesives: Chemical resistant waterproof adhesive as recommended by manufacturer ofmaterials being joined.

B. 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 otherwiseindicated.1. Secure to countertop with concealed fasteners and with contact surfaces set in waterproof

glue.2. Height: 4 inches (102 mm), unless otherwise indicated.

C. Solid Surfacing: Fabricate tops up to 144 inches (3657 mm) long in one piece; join pieces withadhesive sealant in accordance with manufacturer's recommendations and instructions.

D. Wall-Mounted Counters: Provide aprons, brackets, and braces as indicated on drawings,finished to match.

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 unsatisfactorypreparation before proceeding.

C. Verify that wall surfaces have been finished and mechanical and electrical services and outletsare 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 bestresult 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. 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.

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

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