BENNY RUSSELL MEMORIAL PARK - Green-Simmons€¦ · BENNY RUSSELL MEMORIAL PARK ALW 19362...

SPECIFICATIONS MANUAL 100% Construction Documents ALW Project No. 19362

September 6, 2019

BENNY RUSSELL MEMORIAL PARK

Architects Lewis + Whitlock 206 W. VIRGINIA STREET TALLAHASSEE FL 32301 850 942 1718 | think3d.net FLAA0003316

ITB 20-017 EXHIBIT B

ALW# 19362 TABLE OF CONTENTS i

TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 011000 SUMMARY 013000 ADMINISTRATIVE REQUIREMENTS 014000 QUALITY REQUIREMENTS 015000 TEMPORARY FACILITIES AND CONTROLS 016000 PRODUCT REQUIREMENTS 017000 EXECUTION AND CLOSEOUT REQUIREMENTS 017800 CLOSEOUT SUBMITTALS DIVISION 04 – MASONRY 042000 UNIT MASONRY DIVISION 05 – METALS 055000 METAL FABRICATIONS DIVISION 06 – WOOD, PLASTICS & COMPOSITES 061000 ROUGH CARPENTRY 062000 FINISH CARPENTRY 064100 ARCHITECTURAL WOOD CASEWORK DIVISION 07 – THERMAL & MOISTURE PROTECTION 072500 WEATHER BARRIERS 074113 METAL ROOF PANELS 074646 FIBER-CEMENT SIDING 079200 JOINT SEALANTS DIVISION 08 – OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES 085113 ALUMINUM WINDOWS 087100 DOOR HARDWARE 088000 GLAZING 089100 LOUVERS DIVISION 09 – FINISHES 092116 GYPSUM BOARD ASSEMBLIES 093000 TILING 099000 PAINTING AND COATING DIVISION 10 – SPECIALTIES 101400 SIGNAGE 102113.19 PLASTIC TOILET COMPARTMENTS 102800 TOILET, BATH AND LAUNDRY ACCESSORIES 104400 FIRE PROTECTION SPECIALTIES

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ALW 19362 Summary 011000 -1

SECTION 011000SUMMARY

PART 1 GENERAL1.01 PROJECT

A. Project Name: Benny Russell Park

B. Owner's Name: Santa Rosa County, FL.

C. Architect's Name: Architect's Lewis + Whitlock.

D. The Project consists of construction of new picnic shelters and restroom building.

1.02 OWNER OCCUPANCYA. Owner intends to occupy the Project upon Substantial Completion.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

1.03 CONTRACTOR USE OF SITE AND PREMISESA. Construction Operations: Limited to areas noted on Drawings.

B. Provide access to and from site as required by law and by Owner:

1. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. Utility Outages and Shutdown:

1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklersand fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.

2. Prevent accidental disruption of utility services to other facilities.

1.04 SPECIFICATION SECTIONS APPLICABLE TO ALL CONTRACTSA. Unless otherwise noted, all provisions of the sections listed below apply to all contracts.

Specific items of work listed under individual contract descriptions constitute exceptions.

B. Section 013000 - Administrative Requirements.

C. Section 014000 - Quality Requirements.

D. Section 015000 - Temporary Facilities and Controls.

E. Section 016000 - Product Requirements.

F. Section 017000 - Execution and Closeout Requirements.

G. Section 017800 - Closeout Submittals.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION


ALW 19362 Administrative Requirements 013000 -1

SECTION 013000ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL1.01 SECTION INCLUDES

A. Electronic document submittal service.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Progress photographs.

F. Coordination drawings.

G. Submittals for review, information and project closeout.

H. Number of copies of submittals.

I. Submittal procedures.

1.02 RELATED REQUIREMENTSA. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements.

B. Section 017800 - Closeout Submittals: Project record documents; operation and maintenancedata; warranties and bonds.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic(PDF) format.

1. This procedure applies to requests for information (RFIs), shop drawings, informationsubmittals, field reports, meeting minutes, and any other document any participant wishesto make part of the project record.

2. Contractor and Architect are required to use this service.

3. It is Contractor's responsibility to submit documents in allowable format.

4. Paper document transmittals will not be reviewed.

5. All other specified submittal and document transmission procedures apply, except thatelectronic document requirements do not apply to samples or color selection charts.

3.02 PRECONSTRUCTION MEETINGA. Architect will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

C. Agenda:

1. Execution of Owner-Contractor Agreement.



2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, list of products, schedule of values, and progressschedule.

5. Designation of personnel representing the parties to Contract, [________] and .

6. Procedures and processing of field decisions, submittals, substitutions, applications forpayments, proposal request, Change Orders, and Contract closeout procedures.

7. 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.

3.03 PROGRESS MEETINGSA. Attendance Required: Job superintendent and / or project manager, Owner, Architect, as

appropriate to agenda topics for each meeting.

B. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

11. Other business relating to work.

C. 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 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 013216A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. Within 20 days after review of preliminary schedule, submit draft of proposed completeschedule for review.

1. Include written certification that major contractors have reviewed and accepted proposedschedule.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

3.05 PROGRESS PHOTOGRAPHSA. Submit photographs with each application for payment, taken not more than 3 days prior to

submission of application for payment.



B. Photography Type: Digital; electronic files.

C. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site demolition.

2. Progress during each phase.

3. Completion of each phase.

4. Substantial completion.

D. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; providefiles unaltered by photo editing software.

1. Delivery Medium: Via email.

2. File Naming: Include project identification, date and time of view, and view identification.

3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos perpage, each photo labeled with file name; one PDF file per submittal.

4. Hard Copy: Printed hardcopy (grayscale) of PDF file and point of view sketch.

3.06 SUBMITTALS FOR REVIEWA. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for compliance withinformation given and the design concept expressed in the contract documents.

C. Samples will be reviewed 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 017800 - CloseoutSubmittals.

3.07 SUBMITTALS FOR INFORMATIONA. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner.

3.08 SUBMITTALS FOR PROJECT CLOSEOUTA. 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 incompliance with requirements of Section 017800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.09 NUMBER OF COPIES OF SUBMITTALSA. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up

file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will beretained by Architect.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.10 SUBMITTAL PROCEDURESA. General Requirements:

B. Transmit each submittal with approved form.

END OF SECTION


ALW 19362 Quality Requirements 014000 -1

SECTION 014000QUALITY REQUIREMENTS


A. Submittals.

B. References and standards.

C. Testing and inspection agencies and services.

D. Control of installation.

E. Mock-ups.

F. Tolerances.

G. Manufacturers' field services.

H. Defect Assessment.

1.02 RELATED REQUIREMENTSA. Section 013000 - Administrative Requirements: Submittal procedures.

B. Section 016000 - Product Requirements: Requirements for material and product quality.

1.03 SUBMITTALSA. See Section 013000 - Administrative Requirements, for submittal procedures.

B. Design Data: Submit for Architect's knowledge as contract administrator for the limited purposeof assessing compliance with information given and the design concept expressed in thecontract documents, or for Owner's information.

C. Test Reports: After each test/inspection, promptly submit two copies of report to Architect andto Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Compliance with Contract Documents.

k. When requested by Architect, provide interpretation of results.

D. Certificates: When specified in individual specification sections, submit certification by themanufacturer and Contractor or installation/application subcontractor to Architect, in quantitiesspecified for Product Data.



1. Indicate material or product complies with or exceeds specified requirements. Submitsupporting reference data, affidavits, and certifications as appropriate.

E. Manufacturer's Instructions: When specified in individual specification sections, submit printedinstructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for theOwner's information. Indicate special procedures, perimeter conditions requiring specialattention, and special environmental criteria required for application or installation.

F. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator orfor Owner.

1. Submit for information for the limited purpose of assessing compliance with informationgiven and the design concept expressed in the contract documents.

G. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or forOwner.

1. Submit for information for the limited purpose of assessing compliance with informationgiven and the design concept expressed in the contract documents.

2. Data indicating inappropriate or unacceptable Work may be subject to action by Architector Owner.

1.04 REFERENCES AND STANDARDSA. For products and workmanship specified by reference to a document or documents not

included in the Project Manual, also referred to as reference standards, comply withrequirements of the standard, except when more rigid requirements are specified or arerequired by applicable codes.

B. Comply with reference standard of date of issue current on date of Contract Documents, exceptwhere a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, untilSubstantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarificationfrom Architect before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract northose of Architect shall be altered from the Contract Documents by mention or inferenceotherwise in any reference document.

1.05 TESTING AND INSPECTION AGENCIES AND SERVICESA. Contractor shall employ and pay for services of an independent testing agency to perform other

specified testing.

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

C. Contractor Employed Agency:

1. Laboratory: Authorized to operate in Florida.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 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.

3.02 MOCK-UPSA. Before installing portions of the Work where mock-ups are required, construct mock-ups in

location and size indicated for each form of construction and finish required to comply with thefollowing 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. Tests shall be performed under provisions identified in this section and identified in therespective product specification sections.

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

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

F. 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.

3.03 TOLERANCESA. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with ContractDocuments, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING AND INSPECTIONA. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor inperformance of services.

2. Perform specified sampling and testing of products in accordance with specifiedstandards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.



4. Promptly notify Architect and Contractor of observed irregularities or non-compliance ofWork 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 ContractDocuments.

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 beused that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and tomanufacturers' 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 betested/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-compliance with specified requirements shall be performedby the same agency on instructions by Architect.

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

3.05 MANUFACTURERS' FIELD SERVICESA. When specified in individual specification sections, require material or product suppliers or

manufacturers to provide qualified staff personnel to observe site conditions, conditions ofsurfaces and installation, quality of workmanship, start-up of equipment, test, adjust, andbalance equipment, and [________] as applicable, and to initiate instructions when necessary.

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

3.06 DEFECT ASSESSMENTA. Replace Work or portions of the Work not complying with specified requirements.



END OF SECTION


ALW 19362 Temporary Facilities and Controls 015000 -1

SECTION 015000TEMPORARY FACILITIES AND CONTROLS


A. Temporary utilities.

B. Temporary sanitary facilities.

C. Temporary Controls: Barriers, enclosures and fencing.

D. Security requirements.

E. Vehicular access and parking.

F. Waste removal facilities and services.

G. Field offices.

1.02 REFERENCE STANDARDSA. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials

2018b.

B. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne SoundTransmission Loss of Building Partitions and Elements 2009 (Reapproved 2016).

1.03 TEMPORARY UTILITIESA. Owner will provide the following:

1. Electrical power and metering, consisting of connection to existing facilities.

2. Water supply, consisting of connection to existing facilities.

1.04 TEMPORARY SANITARY FACILITIESA. Provide and maintain required portable facilities and enclosures. Provide at time of project

mobilization.

B. Maintain daily in clean and sanitary condition.

1.05 BARRIERSA. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas

that could be hazardous to workers or the public, to allow for owner's use of site and to protectexisting facilities and adjacent properties from damage from construction operations anddemolition.

B. Provide protection for plants and other natural features designated to remain. Replacedamaged plants.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.06 SECURITYA. Provide security and facilities to protect Work, existing facilities, and Owner's operations from

unauthorized entry, vandalism, or theft.

B.

1.07 VEHICULAR ACCESS AND PARKINGA. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities,

and access for emergency vehicles.


ALW 19362 Temporary Facilities and Controls 015000 -2

B. Coordinate access and haul routes with governing authorities and Owner.

C. Provide and maintain access to fire hydrants, free of obstructions.

D. Designated existing on-site roads may be used for construction traffic.

E. Provide temporary parking areas to accommodate construction personnel. When site space isnot adequate, provide additional off-site parking.

1.08 WASTE REMOVALA. Provide waste removal facilities and services as required to maintain the site in clean and

orderly condition. A location for a waste container will be designated by the owner.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitablenon-combustible containers; locate containers holding flammable material outside the structureunless otherwise approved by the authorities having jurisdiction.

1.09 LAY DOWN AREASA. Lay Down Area: an area for contractor storage and staging will be provided. The area will be

designated by the owner .

B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.

C. Locate offices a minimum distance of 30 feet (10 m) from existing and new structures.

1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLSA. Remove temporary utilities, equipment, facilities, materials, prior to Date of Substantial

Completion inspection.

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore existing facilities used during construction to original condition.

D. Restore new permanent facilities used during construction to specified condition.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION


ALW 19362 Product Requirements 016000 -1

SECTION 016000PRODUCT REQUIREMENTS


A. General product requirements.

B. Re-use of existing products.

C. Transportation, handling, storage and protection.

D. Product option requirements.

E. Substitution limitations.

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

1.02 RELATED REQUIREMENTSA. Section 012500 - Substitution Procedures: Substitutions made during procurement and/or

construction phases.

B. Section 016116 - Volatile Organic Compound (VOC) Content Restrictions: Requirements forVOC-restricted product categories.

C. Section 017419 - Construction Waste Management and Disposal: Waste disposal requirementspotentially affecting product selection, packaging and substitutions.

1.03 SUBMITTALSA. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to

identify applicable products, models, options, and other data. Supplement manufacturers'standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electricalcharacteristics, utility connection requirements, and location of utility outlets for service forfunctional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, withintegral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of themanufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS2.01 EXISTING PRODUCTS

A. Do not use materials and equipment removed from existing premises unless specificallyrequired or permitted by the Contract Documents.

B. Existing materials and equipment indicated to be removed, but not to be re-used, relocated,reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of theOwner, become the property of the Contractor; remove from site.

2.02 NEW PRODUCTSA. Provide new products unless specifically required or permitted by the Contract Documents.

B. Where other criteria are met, Contractor shall give preference to products that:

1. If used on interior, have lower emissions, as defined in Section 016116.

2. If wet-applied, have lower VOC content, as defined in Section 016116.



2.03 PRODUCT OPTIONSA. Products Specified by Reference Standards or by Description Only: Use any product meeting

those standards or description.

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

2.04 MAINTENANCE MATERIALSA. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in

individual specification sections.

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

PART 3 EXECUTION3.01 SUBSTITUTION LIMITATIONS

A. See Section 012500 - Substitution Procedures.

3.02 TRANSPORTATION AND HANDLINGA. Package products for shipment in manner to prevent damage; for equipment, package to avoid

loss of factory calibration.

B. If special precautions are required, attach instructions prominently and legibly on outside 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 PROTECTIONA. Designate receiving/storage areas for incoming products so that they are delivered according to

installation schedule and placed convenient to work area in order to minimize waste due toexcessive materials handling and misapplication. See Section 017419.

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

C. Store with seals and labels intact and legible.

D. Store sensitive products in weathertight, climate-controlled enclosures in an environmentfavorable to product.

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Provide off-site storage and protection when site does not permit on-site storage or protection.



G. Protect products from damage or deterioration due to construction operations, weather,precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and othercontaminants.

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

I. Cover products subject to deterioration with impervious sheet covering. Provide ventilation toprevent condensation and degradation of products.

J. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing withforeign matter.

K. Prevent contact with material that may cause corrosion, discoloration, or staining.

L. Provide equipment and personnel to store products by methods to prevent soiling,disfigurement, or damage.

M. Arrange storage of products to permit access for inspection. Periodically inspect to verifyproducts are undamaged and are maintained in acceptable condition.

END OF SECTION


ALW 19362 Execution and CloseoutRequirements 017000 -1

SECTION 017000EXECUTION AND CLOSEOUT REQUIREMENTS


A. Examination, preparation, and general installation procedures.

B. Requirements for alterations work, including selective demolition, [______].

C. Pre-installation meetings.

D. Cutting and patching.

E. Cleaning and protection.

F. Demonstration and instruction of Owner personnel.

G. Closeout procedures, including Contractor's Correction Punch List, except paymentprocedures.

H. General requirements for maintenance service.

1.02 RELATED REQUIREMENTSA. Section 078400 - Firestopping.


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

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 andlocations of the work are in compliance 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.

1.04 QUALIFICATIONSA. For surveying work, employ a land surveyor registered in Florida and acceptable to Architect.

Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of anInsurance Certificate. Employ only individual(s) trained and experienced in collecting andrecording accurate data relevant to ongoing construction activities,

1.05 PROJECT CONDITIONS



A. Protect site from puddling or running water. Provide water barriers as required to protect sitefrom soil erosion.

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

C. 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 barriers between construction areas and areas continuing to beoccupied by Owner.

D. Erosion and Sediment Control: Plan and execute work by methods to control surface drainagefrom cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.

E. Noise Control: Provide methods, means, and facilities to minimize noise produced byconstruction operations.

1. Indoors: Limit conduct of especially noisy interior work to the hours of 6 pm to 7 am.

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

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

1.06 COORDINATIONA. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to

ensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later.

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 indicated 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 PRODUCTS2.01 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 016000 - Product Requirements.

PART 3 EXECUTION3.01 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 PREPARATIONA. 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 MEETINGSA. When required in individual specification sections, convene a preinstallation meeting at the site

prior to commencing work of the section.

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

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

D. Prepare agenda and preside at meeting:

1. Review conditions of examination, preparation and installation procedures.

2. Review coordination with related work.

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

3.04 LAYING OUT THE WORKA. Verify locations of survey control points prior to starting work.

B. Promptly notify Architect of any discrepancies discovered.

C. Protect survey control points prior to starting site work; preserve permanent reference pointsduring construction.



D. Promptly report to Architect the loss or destruction of any reference point or relocation requiredbecause of changes in grades or other reasons.

E. Replace dislocated survey control points based on original survey control. Make no changeswithout prior written notice to Architect.

F. Utilize recognized engineering survey practices.

G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similarappropriate means:

1. Site improvements including pavements; stakes for grading, fill and topsoil placement;utility locations, slopes, and invert elevations.

2. Grid or axis for structures.

3. Building foundation, column locations, ground floor elevations.

H. Periodically verify layouts by same means.

I. Maintain a complete and accurate log of control and survey work as it progresses.

3.05 GENERAL INSTALLATION REQUIREMENTSA. Install products as specified in individual sections, in accordance with manufacturer's

instructions and recommendations, and so as to avoid waste due to necessity for replacement.

B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.

C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical 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 CUTTING AND PATCHINGA. Whenever possible, execute the work by methods that avoid cutting or patching.

B. Perform whatever cutting and patching is necessary to:

1. Complete the work.

2. Fit products together to integrate with other work.

3. Provide openings for penetration of mechanical, electrical, and other services.

4. Match work that has been cut to adjacent work.

5. Repair areas adjacent to cuts to required condition.

6. Repair new work damaged by subsequent work.

7. Remove samples of installed work for testing when requested.

8. Remove and replace defective and non-complying work.

C. 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.

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



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

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

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

H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voidswith fire rated material in accordance with Section 078400, to full thickness of the penetratedelement.

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 otherimperfections due to patching work. If defects are due to condition of substrate, repairsubstrate prior to repairing finish.

3.07 PROGRESS CLEANINGA. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly

condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other 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 anddispose off-site; do not burn or bury.

3.08 PROTECTION OF INSTALLED WORKA. 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 is necessary,obtain recommendations for protection from waterproofing or roofing material manufacturer.

G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible.

3.09 DEMONSTRATION AND INSTRUCTIONA. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance,

and shutdown of each item of equipment at scheduled time, at equipment location.

B. For equipment or systems requiring seasonal operation, perform demonstration for otherseason within six months.



C. Provide a qualified person who is knowledgeable about the Project to perform demonstrationand instruction of Owner's personnel.

3.10 ADJUSTINGA. Adjust operating products and equipment to ensure smooth and unhindered operation.

3.11 FINAL CLEANINGA. 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 and downspouts.

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.

3.12 CLOSEOUT PROCEDURESA. Make submittals that are required by governing or other authorities.

1. Provide copies to Architect and Owner.

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.

3.13 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


ALW 19362 Closeout Submittals 017800 -1

SECTION 017800CLOSEOUT SUBMITTALS


A. Project Record Documents.

B. Operation and Maintenance Data.

C. Warranties and bonds.

1.02 RELATED REQUIREMENTSA. Section 013000 - Administrative Requirements: Submittals procedures, shop drawings, product

data, and samples.

B. Section 017000 - Execution and Closeout Requirements: Contract closeout procedures.

C. Individual Product Sections: Specific requirements for operation and maintenance data.

D. Individual Product Sections: Warranties required for specific products or Work.

1.03 SUBMITTALSA. Project Record Documents: Submit documents to Architect with claim for final Application for

Payment.

B. Operation and Maintenance Data:

1. Submit two copies of preliminary draft or proposed formats and outlines of contents beforestart of Work. Architect will review draft and return one copy with comments.

2. For equipment, or component parts of equipment put into service during construction andoperated by Owner, submit completed documents within ten days after acceptance.

3. Submit one copy of completed documents 15 days prior to final inspection. This copy willbe reviewed and returned after final inspection, with Architect comments. Revise contentof all document sets as required prior to final submission.

4. Submit two sets of revised final documents in final form within 10 days after finalinspection.

C. Warranties and Bonds:

1. For equipment or component parts of equipment put into service during construction withOwner's permission, submit documents within 10 days after acceptance.

2. Make other submittals within 10 days after Date of Substantial Completion, prior to finalApplication for Payment.

3. For items of Work for which acceptance is delayed beyond Date of SubstantialCompletion, submit within 10 days after acceptance, listing the date of acceptance as thebeginning of the warranty period.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the Work:

1. Drawings.



2. Addenda.

3. Change Orders and other modifications to the Contract.

B. Ensure entries are complete and accurate, enabling future reference by Owner.

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress.

E. Record Drawings: Legibly mark each item to record actual construction including:

1. Field changes of dimension and detail.

2. Details not on original Contract drawings.

3.02 OPERATION AND MAINTENANCE DATAA. Source Data: For each product or system, list names, addresses and telephone numbers of

Subcontractors and suppliers, including local source of supplies and replacement parts.

B. Product Data: Mark each sheet to clearly identify specific products and component parts, anddata applicable to installation. Delete inapplicable information.

C. Drawings: Supplement product data to illustrate relations of component parts of equipment andsystems, to show control and flow diagrams. Do not use Project Record Documents asmaintenance drawings.

D. Typed Text: As required to supplement product data. Provide logical sequence of instructionsfor each procedure, incorporating manufacturer's instructions.

3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHESA. For Each Product, Applied Material, and Finish:

B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agentsand methods, precautions against detrimental cleaning agents and methods, andrecommended schedule for cleaning and maintenance.

C. Where additional instructions are required, beyond the manufacturer's standard printedinstructions, have instructions prepared by personnel experienced in the operation andmaintenance of the specific products.

3.04 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALSA. Assemble operation and maintenance data into durable manuals for Owner's personnel use,

with data arranged in the same sequence as, and identified by, the specification sections.

B. Where systems involve more than one specification section, provide separate tabbed divider foreach system.

C. Binders: Commercial quality, 8-1/2 by 11 inch (216 by 280 mm) three D side ring binders withdurable plastic covers; 2 inch (50 mm) maximum ring size. When multiple binders are used,correlate data into related consistent groupings.

D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCEINSTRUCTIONS; identify title of Project; identify subject matter of contents.

E. Project Directory: Title and address of Project; names, addresses, and telephone numbers ofArchitect, Consultants, Contractor and subcontractors, with names of responsible parties.

F. Tables of Contents: List every item separated by a divider, using the same identification as onthe divider tab; where multiple volumes are required, include all volumes Tables of Contents ineach volume, with the current volume clearly identified.



G. Dividers: Provide tabbed dividers for each separate product and system; identify the contentson the divider tab; immediately following the divider tab include a description of product andmajor component parts of equipment.

H. Text: Manufacturer's printed data, or typewritten data on 20 pound paper.

I. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings tosize of text pages.

3.05 WARRANTIES AND BONDSA. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers,

and manufacturers, within 10 days after completion of the applicable item of work. Except foritems put into use with Owner's permission, leave date of beginning of time of warranty untilDate of Substantial completion is determined.

B. Verify that documents are in proper form, contain full information, and are notarized.

C. Co-execute submittals when required.

D. Retain warranties and bonds until time specified for submittal.

E. Include originals of each in operation and maintenance manuals, indexed separately on Tableof Contents.

END OF SECTION


ALW 19362 Unit Masonry 042000 -1

SECTION 042000UNIT MASONRY


A. Clay facing brick.

B. Mortarand grout.

C. Reinforcement and anchorage.

D. Flashings.

E. Lintels.

F. Accessories.

1.02 RELATED REQUIREMENTSA. Section 079200 - Joint Sealants: Sealing control and expansion joints.

1.03 REFERENCE STANDARDSA. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel

Hardware 2016a.

B. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars forConcrete Reinforcement 2018.

C. ASTM A951/A951M - Standard Specification for Steel Wire for Masonry Joint Reinforcement2016.

D. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar 2018.

E. ASTM C150/C150M - Standard Specification for Portland Cement 2018.

F. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes 2018.

G. ASTM C216 - Standard Specification for Facing Brick (Solid Masonry Units Made From Clay orShale) 2017a.

H. ASTM C270 - Standard Specification for Mortar for Unit Masonry 2019.

I. ASTM C404 - Standard Specification for Aggregates for Masonry Grout 2018.

J. ASTM C476 - Standard Specification for Grout for Masonry 2018.

K. ASTM C652 - Standard Specification for Hollow Brick (Hollow Masonry Units Made From Clayor Shale) 2017a.

L. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete2016.

M. ASTM C1714/C1714M - Standard Specification for Preblended Dry Mortar Mix for Unit Masonry2016.

N. BIA Technical Notes No. 7 - Water Penetration Resistance – Design and Detailing 2017.

O. BIA Technical Notes No. 13 - Ceramic Glazed Brick Exterior Walls 2017.

P. BIA Techical Notes No. 28B - Brick Veneer/Steel Stud Walls 2005.

Q. BIA Technical Notes No. 46 - Maintenance of Brick Masonry 2017.

R. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures 2016.




B. Submit manufacturer's full color range for Architect selection.

1.05 QUALITY ASSURANCEA. Comply with provisions of ACI 530/530.1/ERTA, except where exceeded by requirements of the

contract documents.

B. Manufacturer Qualifications: Company specializing in manufacturing the type of productsspecified in this section with minimum 10 years of documented experience.

PART 2 PRODUCTS2.01 BRICK UNITS

A. Facing Brick: ASTM C216, Type FBS Smooth, Grade SW.

1. Color and texture: as selected from manufacturer's full color range .

2. Nominal size: 3-5/8" wide by 2-1/4" high by 7-5/8" long .

3. Special shapes: Molded units as required by conditions indicated, unless standard unitscan be sawn to produce equivalent effect.

2.02 MORTARAND GROUT MATERIALSA. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color

sample.

B. Hydrated Lime: ASTM C207, Type S.

C. Grout Aggregate: ASTM C404.

D. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended formixing into mortar and complying with ASTM C979/C979M.

1. Color(s): As selected by Architect from manufacturer's full range.

E. Water: Clean and potable.

2.03 REINFORCEMENT AND ANCHORAGEA. Two-Piece Wall Ties: Formed steel wire, [0.064] inch ([___] mm) thick, adjustable, eye and

pintle type, stainless steel, sized to provide not less than 5/8 inch (16 mm) of mortar coveragefrom masonry face and to allow vertical adjustment of up to 5 inch ([___] mm).

1. Basis of Design: Manf.: Hohmann & Barnard; Product: DW-10.

B. Masonry Veneer Anchors: 2-piece anchors that permit differential movement between masonryveneer and structural backup, hot dip galvanized to ASTM A 153/A 153M, Class B.

1. Anchor plates: Not less than 0.075 inch (1.91 mm) thick, designed for fastening tostructural backup through sheathing by two fasteners; provide design with legs thatpenetrate sheathing and insulation to provide positive anchorage.

2. Wire ties: Manufacturer's standard shape, 0.1875 inch (4.75 mm) thick.

3. Vertical adjustment: Not less than 3-1/2 inches (89 mm).

2.04 FLASHINGSA. Metal Flashing Materials:



B. Copper/Polymer Film or Fabric Flashing: 3 oz/sq ft (0.915 kg/sq m) copper sheet laminatedbetween two sheets of polymer or fiberglass fiber-reinforced film.

2.05 ACCESSORIESA. Cavity Mortar Control: Semi-rigid polyethylene or polyester mesh panels, sized to thickness of

wall cavity, and designed to prevent mortar droppings from clogging weeps and cavity ventsand allow proper cavity drainage.

1. Mortar Diverter: Semi-rigid mesh designed for installation at flashing locations.

B. Weeps:

1. Type: Extruded propylene with honeycomb design .

C. Drainage Fabric: Polyester or polypropylene mesh.

D. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

2.06 LINTELSA. Brickwork Support System: Offset steel relief angles or lintels with hanger brackets for support

of brickwork above horizontal masonry joints and openings to allow insulation to spancontinuously behind brick and eliminate continuous thermal bridges associated with supportsystems that interrupt continuous insulation.

1. Sizes: Component and anchor sizes and spacing to be determined by manufacturer fromcalculations or prescriptive design tables to suit project loading conditions and cavity widthindicated on drawings.

2. Materials: Steel, hot dip galvanized to ASTM A153/A153M class B.

2.07 MORTAR AND GROUT MIXINGA. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.

1. Masonry below grade and in contact with earth: Type M .

2. Exterior, non-loadbearing masonry: Type N.

B. Colored Mortar: Proportion selected pigments and other ingredients to match Architect'ssample, without exceeding manufacturer's recommended pigment-to-cement ratio.


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

B. Verify that related items provided under other sections are properly sized and located.

C. Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.02 PREPARATION3.03 COLD AND HOT WEATHER REQUIREMENTS

A. Comply with requirements of ACI 530/530.1/ERTA or applicable building code, whichever ismore stringent.

3.04 COURSINGA. Establish lines, levels, and coursing indicated. Protect from displacement.

B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniformthickness.



C. Brick Units:

1. Bond: Running.

2. Coursing: Three units and three mortar joints to equal 8 inches (200 mm).

3. Mortar Joints: Concave.

3.05 PLACING AND BONDINGA. Lay hollow masonry units with face shell bedding on head and bed joints.

B. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.

C. Remove excess mortar and mortar smears as work progresses.

D. Interlock intersections and external corners, except for units laid in stack bond.

E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment mustbe made, remove mortar and replace.

F. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchippededges. Prevent broken masonry unit corners or edges.

G. Isolate masonry partitions from vertical structural framing members with a control joint asindicated.

H. Isolate top joint of masonry partitions from horizontal structural framing members and slabs ordecks with compressible joint filler.

3.06 WEEPS/CAVITY VENTSA. Install weeps in veneer and cavity walls at 24 inches (600 mm) on center horizontally on top of

through-wall flashing above shelf angles and lintels and at bottom of walls.

3.07 CAVITY MORTAR CONTROLA. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents.

B. For cavity walls, build inner wythe ahead of outer wythe to accommodate accessories.

C. Install cavity mortar diverter at base of cavity and at other flashing locations as recommendedby manufacturer to prevent mortar droppings from blocking weep/cavity vents.

3.08 REINFORCEMENT AND ANCHORAGE - MASONRY VENEERA. Stud Back-Up: Secure veneer anchors to stud framed back-up and embed into masonry veneer

at maximum 16 inches (400 mm) on center vertically and 24 inches (600 mm) on centerhorizontally. Place additional anchors at perimeter of openings and ends of panels, somaximum spacing of anchors is 8 inches (200 mm) on center.

3.09 MASONRY FLASHINGSA. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all

locations where downward flow of water will be interrupted.

1. Extend flashings full width at such interruptions and at least 6 inches (152 mm), minimum,into adjacent masonry or turn up flashing ends at least 1 inch (25.4 mm), minimum, toform watertight pan at non-masonry construction.

2. Remove or cover protrusions or sharp edges that could puncture flashings.

3. Seal lapped ends and penetrations of flashing before covering with mortar.

B. Terminate flashing up 8 inches (203 mm) minimum on vertical surface of backing:



1. Install vertical leg of flashing behind water-resistive barrier sheet over backing.

C. Install flashing in accordance with manufacturer's instructions and BIA Technical Notes No. 7.

D. Extend metal flashings through exterior face of masonry and terminate in an angled drip withhemmed edge. Install joint sealer below drip edge to prevent moisture migration under flashing.

E. Lap end joints of flashings at least 6 inches (152 mm), minimum, and seal watertight withflashing sealant/adhesive.

3.10 LINTELSA. Install loose steel lintels over openings.

B. Maintain minimum 4 inch ([____] mm) bearing on each side of opening.

C. Install thermal brick support system in accordance with manufacturer’s instructions at locationsindicated on drawings

3.11 BUILT-IN WORKA. As work progresses, install built-in metal door frames and glazed frames and other items to be

built into the work and furnished under other sections.

B. Install built-in items plumb, level, and true to line.

C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solidwith grout.

3.12 TOLERANCESA. Install masonry within the site tolerances found in TMS 402/602.

B. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft (6 mm/3 m) and 1/2 inch in 20 ft (13mm/6 m) or more.

C. Maximum Variation from Level Coursing: 1/8 inch in 3 ft (3 mm/m) and 1/4 inch in 10 ft (6 mm/3m); 1/2 inch in 30 ft (13 mm/9 m).

D. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch (minus6.4 mm, plus 9.5 mm).

3.13 CLEANINGA. Remove excess mortar and mortar droppings.

B. Replace defective mortar. Match adjacent work.

C. Clean soiled surfaces with cleaning solution.

3.14 PROTECTIONA. Without damaging completed work, provide protective boards at exposed external corners that

are subject to damage by construction activities.

END OF SECTION


ALW 19362 Metal Fabrications 055000 -1

SECTION 055000METAL FABRICATIONS


A. Shop fabricated steel items.

1.02 REFERENCE STANDARDSA. ASTM A36/A36M - Standard Specification for Carbon Structural Steel 2014.

B. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,Welded and Seamless 2018.

C. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Ironand Steel Products 2017.

D. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and SteelHardware 2016a.

E. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength CarbonSteel Plates 2018.

F. ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless CarbonSteel Structural Tubing 2014.

G. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2018.

H. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon,Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, andUltra-High Strength 2018a.

I. ASTM F3125/F3125M - Standard Specification for High Strength Structural Bolts andAssemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksiMinimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum TensileStrength 2018.

J. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination 2012.

K. AWS D1.1/D1.1M - Structural Welding Code - Steel 2015, with Errata (2016).

L. IAS AC172 - Accreditation Criteria for Fabricator Inspection Programs for Structural Steel 2017.

M. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic") 2002 (Ed.2004).

N. SSPC-SP 2 - Hand Tool Cleaning 2018.


B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, sizeand type of fasteners, and accessories. Include erection drawings, elevations, and detailswhere applicable.

1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weldlengths.

C. Welders' Certificates: Submit certification for welders employed on the project, verifying AWSqualification within the previous 12 months.



D. Fabricator's Qualification Statement: Provide documentation showing steel fabricator isaccredited under IAS AC172.

1.04 QUALITY ASSURANCEA. Fabricator Qualifications: A qualified steel fabricator that is accredited by IAS AC172.

PART 2 PRODUCTS2.01 MATERIALS - STEEL

A. Steel Sections: ASTM A36/A36M.

B. Steel Tubing: ASTM A501/A501M hot-formed structural tubing.

C. Plates: ASTM A283/A283M.

D. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish.

E. Slotted Channel Framing: ASTM A653/A653M, Grade 33.

F. Slotted Channel Fittings: ASTM A1011/A1011M.

G. Bolts, Nuts, and Washers: ASTM F3125/F3125M, Type 1, plain.

H. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.

I. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authoritieshaving jurisdiction.

J. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying withVOC limitations of authorities having jurisdiction.

2.02 FABRICATIONA. Fit and shop assemble items in largest practical sections, for delivery to site.

B. Fabricate items with joints tightly fitted and secured.

C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butttight, flush, and hairline. Ease exposed edges to small uniform radius.

D. Supply components required for anchorage of fabrications. Fabricate anchors and relatedcomponents of same material and finish as fabrication, except where specifically notedotherwise.

2.03 FABRICATED ITEMSA. Standard steel sections: As required for the work; galvanized finish.

2.04 FINISHES - STEELA. Prime paint steel items.

1. Exceptions: Galvanize items to be embedded in concrete and items to be embedded inmasonry .

2. Exceptions: Do not prime surfaces in direct contact with concrete, where field welding isrequired.

B. Prepare surfaces to be primed in accordance with SSPC-SP2.

C. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.

D. Prime Painting: One coat.



E. Galvanizing of Structural Steel Members: Galvanize after fabrication to ASTM A123/A123Mrequirements.

F. Galvanizing of Non-structural Items: Galvanize after fabrication to ASTM A123/A123Mrequirements.

G. Ensure all galvanized components meet requirements of ASTM G85 for salt spray exposure.

2.05 FABRICATION TOLERANCESA. Squareness: 1/8 inch (3 mm) maximum difference in diagonal measurements.

B. Maximum Offset Between Faces: 1/16 inch (1.5 mm).

C. Maximum Misalignment of Adjacent Members: 1/16 inch (1.5 mm).

D. Maximum Bow: 1/8 inch (3 mm) in 48 inches (1.2 m).

E. Maximum Deviation From Plane: 1/16 inch (1.5 mm) in 48 inches (1.2 m).


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

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

3.03 INSTALLATIONA. Install items plumb and level, accurately fitted, free from distortion or defects.

B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment untilcompletion of erection and installation of permanent attachments.

C. Field weld components as indicated on drawings.

D. Perform field welding in accordance with AWS D1.1/D1.1M.

E. Obtain approval prior to site cutting or making adjustments not scheduled.

F. After erection, prime welds, abrasions, and surfaces not shop primed , except surfaces to be incontact with concrete.

3.04 TOLERANCESA. Maximum Variation From Plumb: 1/4 inch (6 mm) per story, 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


ALW 19362 Rough Carpentry 061000 -1

SECTION 061000ROUGH CARPENTRY


A. Non-structural dimension lumber framing.

B. Preservative treated wood materials.

C. Communications and electrical room mounting boards.

D. Concealed wood blocking, nailers, and supports.

E. Miscellaneous wood nailers, furring, and grounds.

1.02 RELATED REQUIREMENTSA. Section 076200 - Sheet Metal Flashing and Trim: Sill flashings.

1.03 REFERENCE STANDARDSA. AWPA U1 - Use Category System: User Specification for Treated Wood 2017.

B. ICC-ES AC380 - Acceptance Criteria for Termite Physical Barrier Systems 2014, with EditorialRevision (2017).

C. PS 20 - American Softwood Lumber Standard 2015.

D. SPIB (GR) - Grading Rules 2014.


B. Product Data: Provide technical data on insulated sheathing, wood preservative materials andapplication instructions.

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

1.05 DELIVERY, STORAGE, AND HANDLINGA. General: Cover wood products to protect against moisture. Support stacked products to prevent

deformation and to allow air circulation.

B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, orinstallation.

PART 2 PRODUCTS2.01 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 nograding 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 APPLICATIONSA. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR).

B. Sizes: Nominal sizes as indicated on drawings, S4S.

C. Moisture Content: S-dry or MC19.

D. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.

2. Boards: Standard or No. 3.

2.03 ACCESSORIESA. Fasteners and Anchors:

1. Metal and Finish: Stainless steel for high humidity and preservative-treated woodlocations, unfinished steel elsewhere.

B. Sill Gasket on Top of Foundation Wall: 1/4 inch (6 mm) thick, plate width, closed cell plasticfoam from continuous rolls. Provide [________] manufactured by [____________] .

C. Termite-Resistant Sill Plate Barrier: Self-adhesive, film-backed barrier with release sheet;adheres to concrete substrates and blocks termite access.

1. Thickness: 68 mils (0.068 inch) (1.7 mm).

2. Termite Resistance: 100 percent when tested in accordance with ICC-ES AC380.

D. Termite-Resistant Sill Flashing: Self-adhesive membrane; polyethylene film bonded to sealant.

1. Thickness: 40 mils (0.040 inch) (1 mm).

2. Termite Resistance: 100 percent when tested in accordance with ICC-ES AC380.

E. Sill Flashing: As specified in Section 076200.

2.04 FACTORY WOOD TREATMENTA. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System

for wood treatments determined by use categories, expected service conditions, and specificapplications.

1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by anALSC-accredited testing agency, certifying level and type of treatment in accordance withAWPA standards.

B. Preservative Treatment:

1. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use CategoryUC2 and UC3B, Commodity Specification F using waterborne preservative.

a. Kiln dry plywood after treatment to maximum moisture content of 19 percent.

b. Treat plywood in contact with roofing, flashing or waterproofing.

c. Treat plywood in contact with masonry or concrete.

d. Treat plywood less than 18 inches (450 mm) above grade.

e. Treat plywood in other locations as indicated.

PART 3 EXECUTION3.01 PREPARATION



A. Where wood framing bears on cementitious foundations, install full width sill flashingcontinuous over top of foundation, lap ends of flashing minimum of 4 inches (100 mm) andseal.

B. Install sill gasket under sill plate of framed walls bearing on foundations; puncture gasketcleanly to fit tightly around protruding anchor bolts.

3.02 INSTALLATION - GENERALA. 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.

3.03 BLOCKING, NAILERS, AND SUPPORTSA. Provide framing and blocking members as indicated or as required to support finishes, fixtures,

specialty items, and trim.

B. 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.

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

D. 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.

3.04 TOLERANCESA. Framing Members: 1/4 inch (6 mm) from true position, maximum.

B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet (2 mm/m) maximum, and 1/4 inchin 30 feet (7 mm in 10 m) maximum.

3.05 CLEANINGA. Waste Disposal: Comply with the requirements of Section 017419 - Construction Waste

Management and Disposal.

1. Comply with applicable regulations.

2. Do not burn scrap on project site.

3. Do not burn scraps that have been pressure treated.



4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generationfacilities or “waste-to-energy” facilities.

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

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

END OF SECTION


ALW 19362 Finish Carpentry 062000 -1

SECTION 062000FINISH CARPENTRY


A. Finish carpentry items.

B. Wood casings and moldings.

C. Hardware and attachment accessories.

1.02 REFERENCE STANDARDSA. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials

2018b.

B. AWI (QCP) - Quality Certification Program Current Edition.

C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards 2014, with Errata (2016).

D. AWMAC (GIS) - Guarantee and Inspection Services Program current edition atwww.awmac.com/gis.php.

E. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.12016, with Errata (2017).

F. AWPA U1 - Use Category System: User Specification for Treated Wood 2017.

G. PS 20 - American Softwood Lumber Standard 2015.

H. WI (CCP) - Certified Compliance Program (CCP) Current Edition.

I. WI (MCP) - Monitored Compliance Program (MCP) Current Edition.

1.03 DELIVERY, STORAGE, AND HANDLINGA. Store finish carpentry items under cover, elevated above grade, and in a dry, well-ventilated

area not exposed to heat or sunlight.

B. Protect work from moisture damage.

C. Handle materials and products to prevent damage to edges, ends, or surfaces.

PART 2 PRODUCTS2.01 FINISH CARPENTRY ITEMS

A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI(NAAWS), unless noted otherwise.

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

C. Exterior Woodwork Items:

1. Window Casings and Moldings: No. 1 pressure treated; prepare for paint finish.

2. Soffits, fascias, and miscellaneous exterior trim: No. 1 pressure treated pine, prepare forpaint finish.

3. Exterior wood louvers: No. 1 pressure treated pine, prepare for paint finish.

D. Interior Woodwork Items:

1. Miscellaneous Trim: Clear white pine; prepare for paint finish.



2.02 WOOD-BASED COMPONENTSA. Wood fabricated from old growth timber is not permitted.

2.03 LUMBER MATERIALSA. Softwood Lumber: southern pine species, plain sawn, maximum moisture content of 6 percent;

with vertical grain, of quality suitable for transparent finish.

2.04 FASTENINGSA. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose; not

containing formaldehyde or other volatile organic compounds.

B. Fasteners: Of size and type to suit application; epoxy coated carbon steel (AC-257) or stainlesssteel (304) finish in concealed locations and epoxy coated carbon steel (AC-257) or stainlesssteel (304) finish in exposed locations.

2.05 ACCESSORIESA. Adhesive: Type recommended by fabricator to suit application.

B. Aluminum Edge Trim: Extruded convex shape; smooth surface finish; self locking serratedtongue; of width to match component thickness; natural mill finish.

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

2.06 WOOD TREATMENTA. Wood Preservative by Pressure Treatment (PT Type): Provide AWPA U1 treatment using

waterborne preservative with 0.25 percent retainage.

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

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

2.08 SHOP FINISHINGA. 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.


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 INSTALLATIONA. Install work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) 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.



3.03 PREPARATION FOR SITE FINISHINGA. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth.

B. Site Finishing: See Section 099000.

3.04 TOLERANCESA. 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


ALW 19362 Architectural Wood Casework 064100 -1

SECTION 064100ARCHITECTURAL WOOD CASEWORK


A. Countertops.

1.02 REFERENCE STANDARDSA. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards 2014, with Errata (2016).

B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.12016, with Errata (2017).

C. BHMA A156.9 - American National Standard for Cabinet Hardware 2015.

D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials2018b.

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

1.03 ADMINISTRATIVE REQUIREMENTSA. Preinstallation Meeting: Convene a preinstallation meeting not less than one week before

starting work of this section; require attendance by all affected installers.


B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, andaccessories.

1. Provide the information required by AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS).

2. Include certification program label.

C. Product Data: Provide data for hardware accessories.

D. Samples: Submit actual samples of architectural cabinet construction, minimum 12 inches (300mm) square, illustrating proposed countertop finish.

1.05 QUALITY ASSURANCEA. Fabricator Qualifications: Company specializing in fabricating the products specified in this

section with minimum five years of documented experience.

1. Company with at least one project in the past 5 years with value of woodwork within 20percent of cost of woodwork for this Project.

1.06 MOCK-UPA. Provide mock-up of typical countertop, including plumbing accessories.

B. Locate where directed.

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

1.07 DELIVERY, STORAGE, AND HANDLINGA. 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 PRODUCTS2.01 CABINETS - COUNTERTOP

A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI(NAAWS), unless noted otherwise.

2.02 WOOD-BASED COMPONENTSA. Wood fabricated from old growth timber is not permitted.

B. Provide plastic wood product for bracing and framing, as shown on drawings.

2.03 COUNTERTOPSA. Solid Surfacing Countertops: Solid surfacing sheet or plastic resin casting over continuous

substrate.

1. Flat Sheet Thickness: 3/4 inch (19 mm), minimum.

2. Solid Surfacing Sheet and Plastic Resin Castings: Complying with ISFA 2-01and NEMALD 3; acrylic or polyester resin, mineral filler, and pigments; homogenous, non-porous andcapable of being worked and repaired using standard woodworking tools; no surfacecoating; color and pattern consistent throughout thickness.

a. Manufacturers:

1) Avonite Surfaces: www.avonitesurfaces.com.

2) Dupont: www.corian.com.

3) Formica Corporation: www.formica.com.

4) Wilsonart: www.wilsonart.com.

5) Substitutions: See Section 016000 - Product Requirements.

b. Surface Burning Characteristics: Flame spread index of 25, maximum; smokedeveloped index of 450, maximum; when tested in accordance with ASTM E84.

c. Finish on Exposed Surfaces: Matte, gloss rating of 5 to 20.

d. Color/Pattern Family: to be selected by architect from manufacturer's full range.

2.04 ACCESSORIESA. Adhesive: Type recommended by fabricator to suit application.

B. Fasteners: Size and type to suit application.

C. 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.

D. Concealed Joint Fasteners: Threaded steel.

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

B. Fixed Countertop Supports:

1. Basis of Design:: Floating wall mount bracket as manufactured by Centerline Steel, LLC(1-888-960-3854)



a. Material: Steel, painted black

b. Horzontal dimension: 2 1/2" wide by 1/2"

c. Vertical dimension: 22"

2.06 FABRICATIONA. Assembly: Shop assemble countertops for delivery to site in units easily handled and to permit

passage through building openings.

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

C. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on-site dimensions. Primepaint cut edges.


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 INSTALLATIONA. Install work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) requirements

for grade indicated.

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

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

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

3.03 ADJUSTINGA. Adjust installed work.

3.04 CLEANINGA. Clean casework, counters, shelves, hardware, fittings, and fixtures.

END OF SECTION


ALW 19362 Thermal Insulation 072100 -1

SECTION 072100THERMAL INSULATION


A. Batt insulation in exterior wall, ceiling and roof construction.

1.02 REFERENCE STANDARDSA. ASTM C665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light

Frame Construction and Manufactured Housing 2017.

B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials2018b.

C. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At750 Degrees C 2016a.

PART 2 PRODUCTS2.01 APPLICATIONS

A. Insulation in Wood Framed Walls: Batt insulation with separate vapor retarder.

B. Insulation in Wood Framed Ceiling Structure: Batt insulation with integral vapor retarder.

2.02 BATT INSULATION MATERIALSA. Where batt insulation is indicated, either glass fiber or mineral fiber batt insulation may be used,

at Contractor's option.

B. 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 forfacing, if any.

2. Facing: Aluminum foil, flame spread 25 rated; one side.

C. Mineral Fiber Batt Insulation: Flexible or semi-rigid preformed batt or blanket, complying withASTM C665; friction fit; unfaced flame spread index of 0 (zero) when tested in accordance withASTM E84.

1. Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E84.

2.03 ACCESSORIESA. Insulation Fasteners: Appropriate for purpose intended and approved by roofing manufacturer.

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


A. Verify that substrate, adjacent materials, and insulation materials are dry and that substratesare ready 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 INSTALLATIONA. Install insulation in accordance with manufacturer's instructions.


ALW 19362 Thermal Insulation 072100 -2

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. Staple or nail facing flanges in place at maximum 6 inches (150 mm) on center.

F. At wood framing, place vapor retarder on warm side of insulation by stapling at 6 inches (150mm) on center. Lap and seal sheet retarder joints over member face.

G. Tape seal tears or cuts in vapor retarder.

H. Extend vapor retarder tightly to full perimeter of adjacent window and door frames and otheritems interrupting the plane of the membrane. Tape seal in place.

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

END OF SECTION


ALW 19362 Weather Barriers 072500 -1

SECTION 072500WEATHER BARRIERS


A. Water-Resistive Barrier: Under exterior wall cladding, over sheathing or other substrate; not airtight or vapor retardant.

1.02 DEFINITIONSA. Weather Barrier: Assemblies that form either water-resistive barriers, air barriers, or vapor

retarders.

B. Vapor Retarder: Air tight barrier made of material that is relatively water vapor impermeable, tothe degree specified, with sealed seams and with sealed joints to adjacent surfaces.

1. Water Vapor Permeance: For purposes of conversion, 57.2 ng/(Pa s sq m) = 1 perm.

C. Water-Resistive Barrier: Water-shedding barrier made of material that is moisture resistant, tothe degree specified.

1.03 REFERENCE STANDARDSA. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for

Architectural Coatings; U.S. Environmental Protection Agency current edition.

B. AATCC Test Method 127 - Water Resistance: Hydrostatic Pressure Test 2018.

C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials2018b.

D. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials 2016.

E. ASTM E2178 - Standard Test Method for Air Permeance of Building Materials 2013.

F. ICC-ES AC38 - Acceptance Criteria for Water-Resistive Barriers 2016.

G. ICC-ES AC212 - Acceptance Criteria for Water-Resistive Coatings Used as Water-ResistiveBarriers over Exterior Sheathing 2015.


B. Product Data: Provide data on material characteristics.

1.05 QUALITY ASSURANCE1.06 MOCK-UP

A. Install weather barrier materials in mock-up specified in Section 014000.

1.07 FIELD CONDITIONSA. Maintain temperature and humidity recommended by the materials manufacturers before,

during and after installation.

PART 2 PRODUCTS2.01 WEATHER BARRIER ASSEMBLIES

A. Water-Resistive Barrier: Provide on exterior walls under exterior cladding.

B. Materials:



1. Basis of Design: spunbonded polyolefin, non-woven, non-perforated, weather barrier isbased upon DuPont™ Tyvek® CommercialWrap® D and related assembly components.

2. Performance Characteristics:

a. Air Penetration: 0.001 cfm/ft2 at 75 Pa when tested in accordance with ASTME2178.Type 1 when tested in accordance with ASTM E 1677. ≤0.04 cfm/ft @ 75 Pa whentested in accoradance with ASTM E2357.

b. Water Vapor Transmission: 30 perms, when tested in accordance with ASTM E 96,Method B.

c. Water Penetration Resistance: 235 cm when tested in accordance with AATCC TestMethod 127.

d. Basis Weight: 2.4 oz/yd2, when tested in accordance with TAPPI Test Method T-410.

e. Air Infiltration Resistance: Air infiltration at >750 seconds, when tested in accordancewith TAPPI Test Method T-460.

f. Tensile Strength: 33/41 lbs/in., when tested in accordance with ASTM D 822 ,Method A.

g. Surface Burning Characteristics: Class A, when tested in accordance with ASTM E84 . Flame Spread: 15, Smoke Developed: 25.

2.02 ACCESSORIESA. Sealants, Tapes, and Accessories for Sealing Weather Barrier and Sealing Weather Barrier to

Adjacent Substrates: As specified or as recommended by weather barrier manufacturer.


A. Verify that surfaces and conditions are ready to accept the work of this section.

3.02 PREPARATIONA. Remove projections, protruding fasteners, and loose or foreign matter that might interfere with

proper installation.

B. Clean and prime substrate surfaces to receive adhesives in accordance with manufacturer'sinstructions.

3.03 INSTALLATIONA. Install materials in accordance with manufacturer's instructions.

3.04 FIELD QUALITY CONTROLA. See Section 014000 - Quality Requirements, for additional requirements.

B. Coordination of ABAA Tests and Inspections:

1. Provide testing and inspection required by ABAA QAP.

2. Notify ABAA in writing of schedule for air barrier work, and allow adequate time for testingand inspection.

3. Cooperate with ABAA testing agency.

4. Allow access to air barrier work areas and staging.

5. Do not cover air barrier work until tested, inspected, and accepted.



C. Obtain approval of installation procedures by the weather barrier manufacturer based on amock-up installed in place, prior to proceeding with remainder of installation.

D. Take digital photographs of each portion of the installation prior to covering up.

3.05 PROTECTIONA. Do not leave materials exposed to weather longer than recommended by manufacturer.

END OF SECTION


ALW 19362 Metal Roof Panels 074113 -1

SECTION 074113METAL ROOF PANELS


A. Architectural roofing system of preformed aluminum panels.

1.02 REFERENCE STANDARDSA. ASCE 7 - Minimum Design Loads and Associated Criteria for Buildings and Other Structures

Most Recent Edition Cited by Referring Code or Reference Standard.

B. ASTM A792/A792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coatedby the Hot-Dip Process 2010 (Reapproved 2015).

C. 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 2018a.

D. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate 2014.

E. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate(Metric) 2014.

F. ASTM C1363 - Standard Test Method for Thermal Performance of Building Materials andEnvelope Assemblies by Means of a Hot Box Apparatus 2011.

G. ASTM D1970/D1970M - Standard Specification for Self-Adhering Polymer Modified BituminousSheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection 2018.


B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Storage and handling requirements and recommendations.

2. Installation methods.

3. Specimen warranty.

C. Shop Drawings: Include layouts of roof panels, details of edge and penetration conditions,spacing and type of connections, flashings, underlayments, and special conditions.

1. Show work to be field-fabricated or field-assembled.

2. Include structural analysis signed and sealed by qualified structural engineer, indicatingcompliance of roofing system to specified loading conditions.

D. Selection Samples: For each roofing system specified, submit color chips representingmanufacturer's full range of available colors and patterns.

E. Warranty: Submit specified manufacturer's warranty and ensure that forms have beencompleted in Owner's name and are registered with manufacturer.

1.04 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing products specified in this

section, with not less than five years of documented experience.

B. Installer Qualifications: Company specializing in performing work of the type specified and withat least 5 years of documented experience and approved by manufacturer .



1.05 DELIVERY, STORAGE, AND HANDLINGA. Provide strippable plastic protection on prefinished roofing panels for removal after installation.

B. Store roofing panels on project site as recommended by manufacturer to minimize damage topanels prior to installation.

1.06 WARRANTYA. Finish Warranty: Provide manufacturer' s special warranty covering failure of factory-applied

exterior finish on metal roof panels and agreeing to repair or replace panels that show evidenceof finish degradation, including significant fading, chalking, cracking, or peeling within specifiedwarranty period of 20 year period from date of Substantial Completion.

B. Waterproofing Warranty: Provide manufacturer' s warranty for weathertightness of roofingsystem, including agreement to repair or replace roofing that fails to keep out water withinspecified warranty period of 20 years from date of Substantial Completion.

C. Structure Warranty: Against rupture, perforation or structural failure for a 25 year period fromdate of substantial completion.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Metal Roof Panels:

1. Englert, Inc; Series 2000: www.englertinc.com/#sle.

2. Petersen Aluminum Corporation; Snap-Clad Panel: www.pac-clad.com/#sle.

2.02 ARCHITECTURAL METAL ROOF PANELSA. Architectural Metal Roofing: Provide complete engineered system complying with specified

requirements and capable of remaining weathertight while withstanding anticipated movementof substrate and thermally induced movement of roofing system.

B. Metal Panels: Factory-formed panels with factory-applied finish.

1. Aluminum Panels:

a. Alloy and Temper: Aluminum complying with ASTM B209 (ASTM B209M); temper asrequired for forming.

b. Thickness: Minimum 18 gage (0.040 inch) (1 mm).

2. Profile: Standing seam, with minimum [1 3/4"] inch ([__] mm) seam height; concealedfastener system for field seaming with special tool.

3. Texture: Smooth.

4. Width: Maximum panel coverage of 16 inches (406 mm) .

2.03 ATTACHMENT SYSTEMA. Concealed System: Provide manufacturer's standard stainless steel or nylon-coated aluminum

concealed anchor clips designed for specific roofing system and engineered to meetperformance requirements, including anticipated thermal movement.

2.04 FABRICATIONA. Panels: Provide factory fabricated panels with applied finish and accessory items, using

manufacturer's standard processes as required to achieve specified appearance andperformance requirements.



B. Joints: Provide captive gaskets, sealants, or separator strips at panel joints to ensureweathertight seals, eliminate metal-to-metal contact, and minimize noise from panelmovements.

2.05 FINISHESA. Fluoropolymer Coating System: Manufacturer' s standard multi-coat thermocured coating

system, including minimum 70 percent fluoropolymer color topcoat with minimum total dry filmthickness of 0.9 mil (0.023 mm); color and gloss as selected by the architect from themanufacturer's full range.

2.06 ACCESSORIESA. Miscellaneous Sheet Metal Items: Provide flashings, gutters and downspouts of the same

material, thickness, and finish as used for the roofing panels. Items completely concealed afterinstallation may optionally be made of stainless steel.

B. Sealants:

1. Exposed Sealant: Elastomeric; silicone, polyurethane, or silyl-terminatedpolyether/polyurethane.

2. Concealed Sealant: Non-curing butyl sealant or tape sealant.

3. Seam Sealant: Factory-applied, non-skinning, non-drying type.

C. Underlayment: Self-adhering rubber-modified asphalt sheet complying with ASTMD1970/D1970M; 22 mil (0.55 mm) total thickness; with strippable release film and wovenpolypropylene sheet top surface.

1. Sheet Thickness: 40 mil (0.040 inch) (1 mm) minimum total thickness.

2. Self Sealability: Passing nail sealability test specified in ASTM D1970/D1970M.

3. Water Vapor Permeance: 0.1 perm (5.72 ng/Pa s sq m), maximum, when tested inaccordance with ASTM E96/E96M Procedure A (desiccant method).

4. Manufacturers:

a. Henry Company; Blueskin RF200: www.henry.com/#sle.


A. Do not begin installation of preformed metal roof panels until substrates have been properlyprepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactorypreparation before proceeding.

3.02 PREPARATIONA. Coordinate roofing work with provisions for roof drainage, flashing, trim, penetrations, and other

adjoining work to assure that the completed roof will be free of leaks.

B. Remove protective film from surface of roof panels immediately prior to installation. Strip filmcarefully, to avoid damage to prefinished surfaces.

C. Separate dissimilar metals by applying a bituminous coating, self-adhering rubberized asphaltsheet, or other permanent method approved by roof panel manufacturer.

3.03 INSTALLATION



A. Overall: Install roofing system in accordance with approved shop drawings and panelmanufacturer's instructions and recommendations, as applicable to specific project conditions.Anchor all components of roofing system securely in place while allowing for thermal andstructural movement.

1. Install roofing system with concealed clips and fasteners, except as otherwiserecommended by manufacturer for specific circumstances.

2. Minimize field cutting of panels. Where field cutting is absolutely required, use methodsthat will not distort panel profiles. Use of torches for field cutting is absolutely prohibited.

B. Accessories: Install all components required for a complete roofing assembly, includingflashings, gutters, downspouts, rib closures, ridge closures and similar roof accessory items.

C. Roof Panels: Install panels in strict accordance with manufacturer's instructions, minimizingtransverse joints except at junction with penetrations.

1. Form weathertight standing seams incorporating concealed clips, using an automaticmechanical seaming device approved by the panel manufacturer.

2. Install sealant or sealant tape, as recommended by panel manufacturer, at end laps andside joints.

3.04 CLEANINGA. Clean exposed sheet metal work at completion of installation. Remove grease and oil films,

excess joint sealer, handling marks, and debris from installation, leaving the work clean andunmarked, free from dents, creases, waves, scratch marks, or other damage to the finish.

3.05 PROTECTIONA. Do not permit storage of materials or roof traffic on installed roof panels. Provide temporary

walkways or planks as necessary to avoid damage to completed work. Protect roofing untilcompletion of project.

B. Touch-up, repair, or replace damaged roof panels or accessories before Date of SubstantialCompletion.

END OF SECTION


ALW 19362 Fiber-Cement Siding 074646 -1

SECTION 074646FIBER-CEMENT SIDING


A. Fiber-cement siding.

1.02 REFERENCE STANDARDSA. ASTM C1186 - Standard Specification for Flat Fiber Cement Sheets 2008 (Reapproved 2016).


B. Product Data: Submit manufacturer's data sheets on each product to be used, including:

1. Manufacturer's requirements for related materials to be installed by others.

2. Preparation instructions and recommendations.

3. Storage and handling requirements and recommendations.

4. Installation methods, including nail patterns.

C. Warranty: Submit copy of manufacturer’s warranty, made out in Owner’s name, showing that ithas been registered with manufacturer.

1.04 QUALITY ASSURANCEA. Installer Qualifications: Company specializing in performing work of the type specified in this

section with minimum 5 of experience.

1.05 DELIVERY, STORAGE, AND HANDLINGA. Store products under waterproof cover and elevated above grade, on a flat surface.

PART 2 PRODUCTS2.01 FIBER-CEMENT SIDING

A. Lap Siding: Individual horizontal boards made of cement and cellulose fiber formed under highpressure with integral surface texture, complying to ASTM C1186, Type A, Grade II; withmachined edges, for nail attachment.

1. Style: Standard lap style.

2. Length: 12 ft (3.7 m), nominal.

3. Width (Height): 6 inches (152 mm).

4. Thickness: 5/16 inch (8 mm), nominal.

5. Finish: Pre-finished (Color Plus).

6. Color: As selected by Architect from manufacturers full range of available colors.

7. Warranty: 15 year limited.

8. Manufacturers:

a. Basis of Design: James Hardie Building Products, Inc: www.jameshardie.com/#sle.

b. Substitutions: See Section 016000 - Product Requirements.

B. Soffit Panels: Panels made of cement and cellulose fiber formed under high pressure withintegral surface texture, complying with ASTM C1186, Type A, Grade II; with machined edges,



for nail attachment.

1. Texture: Smooth.

2. Length: 96 inches (2400 mm), nominal.

3. Width: 48 inches (1220 mm).

4. Thickness: 5/16 inch (8 mm), nominal.

5. Finish: Pre-Finished (Color Plus).

6. Color: As selected by Architect from manufacturers full range of available colors.

7. Manufacturer: Same as siding.

2.02 ACCESSORIESA. Trim: Same material and texture as siding.

B. Fasteners: triple zinc coated or stainless steel; length as required to penetrate minimum 1-1/4".


A. Examine substrate, clean and repair as required to eliminate conditions that would bedetrimental to proper installation.

B. Do not begin until unacceptable conditions have been corrected.

C. If substrate preparation is responsibility of another installer, notify Architect of unsatisfactorypreparation before proceeding.

3.02 PREPARATIONA. Install Sheet Metal Flashing:

1. Above door and window trim and casings.

3.03 INSTALLATIONA. Install in accordance with manufacturer's instructions and recommendations.

1. Read warranty and comply with terms necessary to maintain warranty coverage.

2. Use trim details indicated on drawings.

3. Touch up field cut edges before installing.

4. Pre-drill nail holes if necessary to prevent breakage.

B. Over Wood and Wood-Composite Sheathing: Fasten siding through sheathing into studs.

C. Joints in Horizontal Siding: Avoid joints in lap siding except at corners; where joints areinevitable stagger joints between successive courses.

D. Do not install siding less than 6 inches (150 mm) from surface of ground nor closer than 1 inch(25 mm) to roofs, patios, porches, and other surfaces where water may collect.

E. After installation, seal joints except lap joints of lap siding; seal around penetrations, and paintexposed cut edges.

3.04 PROTECTIONA. Protect installed products until Date of Substantial Completion.

B. Touch-up, repair or replace damaged products before Date of Substantial Completion.



END OF SECTION


ALW 19362 Joint Sealants 079200 -1

SECTION 079200JOINT SEALANTS


A. Nonsag gunnable joint sealants.

1.02 REFERENCE STANDARDSA. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by

Means of a Durometer 2015.

B. ASTM C794 - Standard Test Method for Adhesion-In-Peel of Elastomeric Joint Sealants 2018.

C. ASTM C834 - Standard Specification for Latex Sealants 2017.

D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.

E. ASTM C1087 - Standard Test Method for Determining Compatibility of Liquid-Applied Sealantswith Accessories Used in Structural Glazing Systems 2016.

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

G. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants 2008(Reapproved 2012).

H. SCAQMD 1168 - Adhesive and Sealant Applications 1989 (Amended 2017).


B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to beused, that includes the following.

1. Physical characteristics, including movement capability, VOC content, hardness, curetime, and color availability.

2. List of backing materials approved for use with the specific product.

3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.

4. Substrates the product should not be used on.

C. Product Data for Accessory Products: Submit manufacturer's technical data sheet for eachproduct to be used, including physical characteristics, installation instructions, andrecommended tools.

D. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's colorcards showing standard colors available for selection.

E. Preconstruction Laboratory Test Reports: Submit at least four weeks prior to start of installation.

F. Field Quality Control Plan: Submit at least two weeks prior to start of installation.

G. Field Quality Control Log: Submit filled out log for each length or instance of sealant installed,within 10 days after completion of inspections/tests; include bagged test samples andphotographic records, if any.

1.04 QUALITY ASSURANCEA. Maintain one copy of each referenced document covering installation requirements on site.



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

C. Installer Qualifications: Company specializing in performing the work of this section and with atleast three years of documented experience.

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

E. Preconstruction Laboratory Testing: Arrange for sealant manufacturer(s) to test eachcombination of sealant, substrate, backing, and accessories.

1. Adhesion Testing: In accordance with ASTM C794.

2. Compatibility Testing: In accordance with ASTM C1087.

3. Allow sufficient time for testing to avoid delaying the work.

4. Deliver to manufacturer sufficient samples for testing.

5. Report manufacturer's recommended corrective measures, if any, including primers ortechniques not indicated in product data submittals.

6. Testing is not required if sealant manufacturer provides data showing previous testing, notolder than 24 months, that shows satisfactory adhesion, lack of staining, and compatibility.

F. Field Quality Control Plan:

1. Inspection and testing to be performed by the manufacturer's representative.

2. Visual inspection of entire length of sealant joints.

3. Non-destructive field adhesion testing of sealant joints.

a. For each different sealant and substrate combination, allow for one test every 12inches (305 mm) in the first 10 linear feet (3 linear meters) of joint and one test every24 inches (610 mm) thereafter.

4. Field Quality Control Log Form: Show same data fields as on Preinstallation FieldAdhesion Test Log, with known information filled out and lines for multiple tests persealant/substrate combinations; include visual inspection and specified field testing; allowfor possibility that more tests than minimum specified may be necessary.

G. Field Adhesion Test Procedures:

1. Allow sealants to fully cure as recommended by manufacturer before testing.

2. Have a copy of the test method document available during tests.

3. Record the type of failure that occurred, other information required by test method, andthe information required on the Field Quality Control Log.

4. If any combination of sealant type and substrate does not show evidence of minimumadhesion or shows cohesion failure before minimum adhesion, report results to Architect.

1.05 WARRANTYA. See Section 017800 - Closeout Submittals, for additional warranty requirements.

B. Correct defective work within a five year period after Date of Substantial Completion.

C. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertightseal , exhibit loss of adhesion or cohesion, or do not cure.

PART 2 PRODUCTS



2.01 JOINT SEALANT APPLICATIONSA. Scope:

1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unlessspecifically indicated not to be sealed. Exterior joints to be sealed include, but are notlimited to, the following items.

a. Wall expansion and control joints.

b. Joints between door, window, and other frames and adjacent construction.

c. Joints between different exposed materials.

d. Openings below ledge angles in masonry.

e. Other joints indicated below.

2. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interiorjoints to be sealed include, but are not limited to, the following items.

a. Joints between door, window, and other frames and adjacent construction.

b. Between plumbing fixtures and wall.

c. Between casework and wall.

d. Other joints indicated below.

3. Do not seal the following types of joints.

a. Intentional weepholes in masonry.

b. Joints indicated to be treated with manufactured expansion joint cover or some othertype of sealing device.

c. Joints where sealant is specified to be provided by manufacturer of product to besealed.

d. Joints where installation of sealant is specified in another section.

e. Joints between suspended panel ceilings/grid and walls.

B. Exterior Joints: Use nonsag non-staining silicone sealant, unless otherwise indicated.

C. Interior Joints: Use nonsag acrylic latex sealant, unless otherwise indicated.

1. Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant.

2. Wall and Ceiling Joints in Wet Areas: Nonsag polyurethane sealant for continuous liquidimmersion.

2.02 JOINT SEALANTS - GENERALA. Sealants and Primers: Provide products having lower volatile organic compound (VOC) content

than indicated in SCAQMD 1168.

B. Colors: As indicated on drawings.

2.03 NONSAG JOINT SEALANTSA. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to

withstand continuous water immersion or traffic.

1. Movement Capability: +100/-50% , minimum.



2. Non-Staining To Porous Stone: Non-staining to light-colored natural stone when tested inaccordance with ASTM C1248.

3. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants.

4. Color: To be selected by Architect from manufacturer's standard range.

5. Cure Type: Single-component, neutral moisture curing.

6. Service Temperature Range: Minus 65 to 180 degrees F (Minus 54 to 82 degrees C).

7. Manufacturers:

a. Dow Chemical Company; 790 Silicone Building Sealant: consumer.dow.com/en-us/industry/ind-building-construction.html/#sle.


B. Polyurethane Sealant for Continuous Water Immersion: ASTM C920, Grade NS, Uses M andA; single or multicomponent; explicitly approved by manufacturer for continuous waterimmersion; suitable for traffic exposure when recessed below traffic surface .

1. Movement Capability: Plus and minus 35 percent, minimum.

2. Hardness Range: 20 to 35, Shore A, when tested in accordance with ASTM C661.

3. Color: Match adjacent finished surfaces.

4. Manufacturers:

a. Sika Corporation; Sikaflex-1a: www.usa-sika.com/#sle.


C. Acrylic Emulsion Latex: Water-based; ASTM C834, single component, non-staining, non-bleeding, non-sagging; not intended for exterior use.

1. Color: To be selected by Architect from manufacturer's standard range.

2. Grade: ASTM C834; Grade - Minus 18 Degrees C.

3. Manufacturers:

a. Hilti, Inc; CP 506 Smoke and Acoustical Sealant: www.us.hilti.com/#sle.

b. Pecora Corporation; [____]: www.pecora.com/#sle.

c. Substitutions: See Section 016000 - Product Requirements.


A. Verify that joints are ready to receive work.

B. Verify that backing materials are compatible with sealants.

3.02 PREPARATIONA. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealantwork; be aware that sealant drips and smears may not be completely removable.

3.03 INSTALLATION



A. Perform work in accordance with sealant manufacturer's requirements for preparation ofsurfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.

C. Install bond breaker backing tape where backer rod cannot be used.

D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and withoutgetting sealant on adjacent surfaces.

E. Do not install sealant when ambient temperature is outside manufacturer's recommendedtemperature range, or will be outside that range during the entire curing period, unlessmanufacturer's approval is obtained and instructions are followed.

F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tapeimmediately after tooling sealant surface.

3.04 FIELD QUALITY CONTROLA. Perform field quality control inspection/testing as specified in PART 1 under QUALITY

ASSURANCE article.

B. Non-Destructive Adhesion Testing: If there are any failures in first 100 linear feet (30 linear m),notify Architect immediately.

C. Remove and replace failed portions of sealants using same materials and procedures asindicated for original installation.

3.05 POST-OCCUPANCYA. Post-Occupancy Inspection: Perform visual inspection of entire length of project sealant joints

at a time that joints have opened to their greatest width; i.e. at low temperature in thermal cycle.Report failures immediately and repair.

END OF SECTION


ALW 19362 Hollow Metal Doors and Frames 081113 -1

SECTION 081113HOLLOW METAL DOORS AND FRAMES


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

B. Fire-rated hollow metal doors and frames.

1.02 REFERENCE STANDARDSA. 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) 2017.

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) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2018.

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 2018.

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 2018a.

H. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors andSteel Frames 2016.

I. ICC A117.1 - Accessible and Usable Buildings and Facilities 2017.

J. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames 2002.

K. NAAMM HMMA 831 - Hardware Locations for Hollow Metal Doors and Frames 2011.

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

M. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames2014.

N. SDI 117 - Manufacturing Tolerances for Standard Steel Doors and Frames 2013.


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.


section, with not less than three years documented experience.



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

C. Maintain at project site copies of reference standards relating to installation of productsspecified.

1.05 DELIVERY, STORAGE, AND HANDLINGA. Comply with NAAMM HMMA 840 or ANSI/SDI A250.8 (SDI-100) in accordance with specified

requirements.

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


A. Hollow Metal Doors and Frames:

1. Ceco Door, an Assa Abloy Group company: www.assaabloydss.com.

2. Republic Doors, an Allegion brand; [____]: www.republicdoor.com/#sle.

3. Republic Doors: www.republicdoor.com.

4. Steelcraft, an Allegion brand: www.allegion.com/us.

2.02 DESIGN CRITERIAA. Requirements for Hollow Metal Doors and Frames:

1. Steel used for fabrication of doors and frames shall comply with one or more of thefollowing 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. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 andNAAMM HMMA 831 or BHMA A156.115 and ANSI/SDI A250.8 (SDI-100) in accordancewith specified requirements.

7. 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.

B. 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 DOORSA. Exterior Doors:



1. Based on SDI Standards: ANSI/SDI A250.8 (SDI-100).

a. Level 3 - Extra Heavy Duty.

b. Physical Performance Level A, 1,000,000 cycles ; in accordance with ANSI/SDIA250.4.

c. Model 1 - Full Flush.

d. Door Face Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum.

e. Zinc Coating: A60/ZF180 galvannealed coating; ASTM A653/A653M.

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

3. Top Closures for Outswinging Doors: Flush with top of faces and edges.

2.04 HOLLOW METAL FRAMESA. Comply with standards and/or custom guidelines as indicated for corresponding door in

accordance with applicable door frame requirements.

B. Exterior Door Frames: Full profile/continuously welded type.

1. Galvanizing: Components hot-dipped zinc-iron alloy-coated (galvannealed) in accordancewith ASTM A653/A653M, with A40/ZF120 coating.

2. Frame Metal Thickness: 18 gage, 0.042 inch (1.0 mm), minimum.

3. Frame Finish: Factory primed and field finished.

4. Weatherstripping: Separate, see Section 087100.

C. Door Frames, Fire-Rated: Full profile/continuously welded type .

1. Fire Rating: Same as door, labeled.

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

2.06 ACCESSORIESA. Silencers: Resilient rubber, fitted into drilled hole; provide three on strike side of single door,

three on center mullion of pairs, and two on head of pairs without center mullions.

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


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 INSTALLATIONA. Install doors and frames in accordance with manufacturer's instructions and related

requirements of specified door and frame standards or custom guidelines indicated.

B. Coordinate frame anchor placement with wall construction.

C. Install door hardware as specified in Section 087100.

3.03 TOLERANCES



A. Clearances Between Door and Frame: Comply with related requirements of specified framestandards or custom guidelines indicated in accordance with SDI 117 or NAAMM HMMA 861.

B. Maximum Diagonal Distortion: 1/16 inch (1.6 mm) measured with straight edge, corner tocorner.

3.04 ADJUSTINGA. Adjust for smooth and balanced door movement.

END OF SECTION


ALW 19362 Aluminum Windows 085113 -1

SECTION 085113ALUMINUM WINDOWS


A. Extruded aluminum windows with fixed sash .

B. Factory glazing.

1.02 REFERENCE STANDARDSA. AAMA/WDMA/CSA 101/I.S.2/A440 - North American Fenestration Standard/Specification for

windows, doors, and skylights 2017.

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

C. AAMA 1503 - Voluntary Test Method for Thermal Transmittance and Condensation Resistanceof Windows, Doors and Glazed Wall Sections 2009.

D. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures forSuperior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil CoatingAppendix) 2017a.

E. ASHRAE Std 90.1 I-P - Energy Standard for Buildings Except Low-Rise Residential BuildingsMost Recent Edition Adopted by Authority Having Jurisdiction, Including All ApplicableAmendments and Supplements.

F. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Ironand Steel Products 2017.

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

H. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,Wire, Profiles, and Tubes (Metric) 2013.

I. 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).

J. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights,Doors, and Curtain Walls by Uniform Static Air Pressure Difference 2000 (Reapproved 2016).


B. Product Data: Provide component dimensions, information on glass and glazing, internaldrainage details and descriptions of hardware and accessories.

C. Grade Substantiation: Prior to submitting shop drawings or starting fabrication, submit one ofthe following showing compliance with specified grade:

1. Evidence of AAMA Certification.

2. Evidence of WDMA Certification.

3. Evidence of CSA Certification.

4. Test report(s) by independent testing agency itemizing compliance and acceptable toauthorities having jurisdiction.



D. Test Reports: Prior to submitting shop drawings or starting fabrication, submit test report(s) byindependent testing agency showing compliance with performance requirements in excess ofthose prescribed by specified grade.

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


section with minimum 5 years of documented experience.

1.05 DELIVERY, STORAGE, AND HANDLINGA. Comply with requirements of AAMA CW-10.

B. Protect finished surfaces with wrapping paper or strippable coating during installation. Do notuse adhesive papers or sprayed coatings that bond to substrate when exposed to sunlight orweather.


B. Correct defective Work within a five year period after Date of Substantial Completion.

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 PRODUCTS2.01 BASIS OF DESIGN - AW PERFORMANCE CLASS WINDOWS

A. Grade: AAMA/WDMA/CSA 101/I.S.2/A440 having Performance Class of AW, and PerformanceGrade at least as high as specified design pressure.

B. Fixed, Thermally-Broken:

1. Basis of Design: Boyd Aluminum; Series 4000 Fixed, 4 inch deep frame, ThermallyBroken: www.boydaluminum.com/#sle.

C. Other Manufacturers: Provide either the product identified as "Basis of Design" or an equivalentproduct of another manufacturer.

2.02 ALUMINUM WINDOWSA. Aluminum Windows: Extruded aluminum frame and sash, factory fabricated, factory finished,

with operating hardware, related flashings, and anchorage and attachment devices.

1. Fabrication: Joints and corners flush, hairline, and weatherproof, accurately fitted andsecured; prepared to receive anchors; fasteners and attachments concealed from view;reinforced as required for operating hardware and imposed loads.

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

3. Movement: Accommodate movement between window and perimeter framing anddeflection of lintel, without damage to components or deterioration of seals.

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



occurring within system.

B. Fixed, Non-Operable Type:

1. Construction: Thermally broken.

2. Glazing: Single ; clear ; frosted (non-transparent) .

2.03 PERFORMANCE REQUIREMENTSA. Grade: AAMA/WDMA/CSA 101/I.S.2/A440 requirements for specific window type:

1. Performance Grade (PG): Equivalent to or greater than specified design pressure.

B. Design Pressure (DP): In accordance with as indicated in structural drawings. .

C. Water Leakage: No uncontrolled leakage on interior face when tested in accordance withASTM E331 at differential pressure of 12.11 psf (580 Pa).

D. Air Leakage: Maximum of 0.1 cu ft/min sq ft (0.5 L/sec sq m) per unit area of outside framedimension, with 6.27 psf (300 Pa) differential pressure when tested in accordance with ASTME283.

E. Condensation Resistance Factor of Frame: 50, measured in accordance with AAMA 1503.

F. Overall Thermal Transmittance (U-value): 0.35, maximum, including glazing, measured onwindow sizes required for this project.

G. Fenestration Assembly Thermal Transmittance (U-value): Comply with ASHRAE Std 90.1 I-Pfor building envelope requirements for applicable climate zone.

2.04 MATERIALSA. Extruded Aluminum: ASTM B221 (ASTM B221M), 6063 alloy, T6 temper.

B. Concealed Steel Items: Profiled to suit mullion sections; galvanized in accordance with ASTMA123/A123M.

2.05 FINISHESA. Superior Performing Organic Coatings System: Manufacturer's standard multi-coat superior

performing organic coatings system complying with AAMA 2605, including at least 70 percentpolyvinylidene fluoride (PVDF) resin, and at least 80 percent of aluminum extrusion and panelssurfaces having minimum total dry film thickness (DFT) of 1.2 mils, 0.0012 inch (0.030 mm).

B. Finish Color: As selected by Architect from manufacturer's standard range.


A. Verify that wall openings and adjoining air and vapor seal materials are ready to receivealuminum windows.

3.02 INSTALLATIONA. Install windows in accordance with manufacturer's instructions.

B. Attach window frame and shims to perimeter opening to accommodate construction tolerancesand other irregularities.

C. Align window plumb and level, free of warp or twist. Maintain dimensional tolerances andalignment with adjacent work.

D. Install sill and sill end angles.



E. Provide thermal isolation where components penetrate or disrupt building insulation. Packfibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermalbarrier.

3.03 TOLERANCESA. Maximum Variation from Level or Plumb: 1/16 inches every 3 ft (1.5 mm/m) non-cumulative or

1/8 inches per 10 ft (3 mm/3 m), whichever is less.

3.04 CLEANINGA. Remove protective material from factory finished aluminum surfaces.

B. Wash surfaces by method recommended and acceptable to window manufacturer; rinse andwipe surfaces clean.

END OF SECTION


ALW 19362 Door Hardware 087100 -1

SECTION 087100DOOR HARDWARE


A. Hardware for hollow metal doors.

B. Weatherstripping, seals and door gaskets.

1.02 REFERENCE STANDARDSA. 36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and

Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines; current edition.

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

C. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings andFacilities; International Code Council; 2009.

D. BHMA A156.1 - American National Standard for Butts and Hinges 2016.

E. BHMA A156.2 - American National Standard for Bored and Preassembled Locks & Latches2017.

F. BHMA A156.3 - American National Standard for Exit Devices 2014.

G. BHMA A156.4 - American National Standard for Door Controls - Closers 2013.

H. BHMA A156.5 - American National Standard for Cylinders and Input Devices for Locks 2014.

I. BHMA A156.7 - American National Standard for Template Hinge Dimensions 2016.

J. BHMA A156.8 - American National Standard for Door Controls - Overhead Stops and Holders2015.

K. BHMA A156.13 - American National Standard for Mortise Locks & Latches Series 1000 2017.

L. BHMA A156.18 - American National Standard for Materials and Finishes 2016.

M. BHMA A156.22 - American National Standard for Door Gasketing and Edge Seal Systems,Builders Hardware Manufacturers Association 2017.

N. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors andSteel Frames 2016.

O. BHMA A156.115W - Hardware Preparation in Wood Doors with Wood or Steel Frames 2006.

P. DHI (LOCS) - Recommended Locations for Architectural Hardware for Standard Steel Doorsand Frames 2004.

Q. DHI WDHS.3 - Recommended Locations for Architectural Hardware for Flush Wood Doors1993; also in WDHS-1/WDHS-5 Series, 1996.

R. ICC A117.1 - Accessible and Usable Buildings and Facilities 2017.

S. NFPA 101 - Life Safety Code Most Recent Edition Adopted by Authority Having Jurisdiction,Including All Applicable Amendments and Supplements.

1.03 ADMINISTRATIVE REQUIREMENTSA. Coordinate the manufacture, fabrication, and installation of products that door hardware will be

installed upon.



B. Furnish templates for door and frame preparation to manufacturers and fabricators of productsrequiring internal reinforcement for door hardware.

C. Convey Architect's keying requirements to manufacturers.

D. Preinstallation Meeting: Convene a preinstallation meeting one week prior to commencing workof this section; require attendance by all affected installers.

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


B. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearlyshow products to be furnished for this project.

C. Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Usedoor numbering scheme as included in the Contract Documents. Identify electrically operateditems and include power requirements.

D. Keying Schedule: Submit for approval of Owner.

E. Project Record Documents: Record actual locations of concealed equipment, services, andconduit.

F. Maintenance Data: Include data on operating hardware, lubrication requirements, andinspection procedures related to preventative maintenance.

G. Keys: Deliver with identifying tags to Architect by security shipment direct from hardwaresupplier.

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

1.05 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified in

this section with minimum three years of documented experience.

B. Hardware Supplier Qualifications: Company specializing in supplying commercial doorhardware with 5 years of experience.

C. Hardware Supplier Personnel: Employ an Architectural Hardware Consultant (AHC) to assist inthe work of this section.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Package hardware items individually; label and identify each package with door opening code

to match hardware schedule.


B. Provide five year warranty for door closers and locks.

PART 2 PRODUCTS2.01 DOOR HARDWARE - GENERAL

A. Provide hardware specified or required to make doors fully functional, compliant with applicablecodes, and secure to the extent indicated.



B. Provide items of a single type of the same model by the same manufacturer.

C. Provide products that comply with the following:

1. Applicable provisions of federal, state, and local codes.

2. Accessibility: ADA Standards and ICC A117.1.

3. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings andFacilities.

4. Applicable provisions of NFPA 101, Life Safety Code.

D. Finishes: Provide door hardware of the same finish unless otherwise indicated.

1. Primary Finish: Satin chrome plated over nickel on brass or bronze, 626 (approx US26D).

2. Exceptions:

a. Where base metal is specified to be different, provide finish that is an appearanceequivalent according to BHMA A156.18.

b. Door Closer Covers and Arms: Color to be selected by Owner from manufacturer'sstandard colors.

c. Hardware for Aluminum Storefront Doors: Finished to match door, except handcontact surfaces to be satin stainless steel.

2.02 LOCKS AND LATCHESA. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking.

1. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated tohave no outside trim.

2. Lock Cylinders: Provide key access on outside of all locks unless specifically stated tohave no locking or no outside trim.

B. Lock Cylinders: Manufacturer’s standard tumbler type, six-pin standard core.

1. Provide cams and/or tailpieces as required for locking devices required.

2.03 HINGESA. Hinges: Provide hinges on every swinging door.

1. Provide five-knuckle full mortise butt hinges unless otherwise indicated.

2. Provide ball-bearing hinges at all doors having closers.

3. Provide hinges in the quantities indicated.

4. Provide non-removable pins on exterior outswinging doors.

B. Butt Hinges: Comply with BHMA A156.1 and A156.7; standard weight, unless otherwiseindicated.

C. Quantity of Hinges Per Door:

1. Doors From 60 inches (1.5 m) High up to 90 inches (2.3 m) High: Three hinges.

2. Doors 90 inches (2.3 m) High up to 120 inches (3 m) High: Four hinges.

D. Manufacturers - Hinges:

1. Assa Abloy Brands; McKinney: www.assaabloydss.com.

2. Hager Companies: www.hagerco.com.



3. Stanley Black & Decker: www.stanleyblackanddecker.com.

4. Substitutions: See Section 016000 - Product Requirements.

2.04 CYLINDRICAL LOCKSETSA. Locking Functions: As defined in BHMA A156.2, and as follows.

1. Passage: No locking, always free entry and exit.

2. Storeroom: F86, key required exterior, inside handle always unlocks.

2.05 AUXILIARY LOCKS (DEADBOLTS)A. Manufacturers - Auxiliary Locks (Deadbolts): Same as other locks.

2.06 CLOSERSA. Manufacturers - Surface Mounted Closers:

1. Assa Abloy Brands; Corbin Russwin: www.assaabloydss.com.

2. DORMA USA, Inc.; 8900 Series: www.dorma.com.

3. LCN, an Allegion brand: www.allegion.com/us.


2.07 STOPS AND HOLDERSA. Stops: Complying with BHMA A156.8; provide a stop for every swinging door, unless otherwise

indicated.

1. Provide wall stops, unless otherwise indicated.

2. If wall stops are not practical, due to configuration of room or furnishings, provideoverhead stop.

3. Stop is not required if positive stop feature is specified for door closer; positive stopfeature of door closer is not an acceptable substitute for a stop unless specifically sostated.

B. Manufacturers - Overhead Holders/Stops:

1. Assa Abloy Brands; Rixson: www.assaabloydss.com.

2. DORMA USA, Inc.; 900 Series: www.dorma.com.

3. Glynn-Johnson, an Allegion brand: www.allegion.com/us.


C. Manufacturers - Wall and Floor Stops/Holders:



3. Hiawatha, Inc, division of Activar Construction Products Group, Inc:www.activarcpg.com/hiawatha.


2.08 PROTECTION PLATES AND ARCHITECTURAL TRIMA. Protection Plates:

1. Kickplate: Provide inside of every door.



B. Manufacturers - Protection Plates and Architectural Trim:


2. C. R. Laurence Co., Inc; [_______]: www.crl-arch.com.


4. Hiawatha, Inc, division of Activar Construction Products Group, Inc:www.activarcpg.com/hiawatha.



A. Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames arepresent and properly installed, and dimensions are as indicated on shop drawings.

3.02 INSTALLATIONA. Install hardware in accordance with manufacturer's instructions and applicable codes.

B. Use templates provided by hardware item manufacturer.

C. Do not install surface mounted items until finishes applied to substrate are complete.

D. Mounting heights for hardware from finished floor to center line of hardware item. As indicatedin the following list; unless noted otherwise in Door Hardware Sets Schedule or on thedrawings.

3.03 ADJUSTINGA. Adjust work under provisions of Section 017000.

B. Adjust hardware for smooth operation.

C. Adjust gasketing for complete, continuous seal; replace if unable to make complete seal.

3.04 CLEANINGA. Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per

manufacturer's instructions after final adjustments has been made. Replace items that cannotbe cleaned to manufacturer's level of finish quality at no additional cost.

3.05 PROTECTIONA. Protect finished Work under provisions of Section 017000.

B. Do not permit adjacent work to damage hardware or finish.

HARDWARE SETS4.01 HARDWARE SETS - GENERAL

A. These Hardware Sets indicate requirements for single doors of that type, with conditionalrequirements for pairs and other situations.

B. Pairs of Swinging Doors: Provide one of each specified item on each leaf unless specificallystated otherwise. Treat pairs as two active leaves unless otherwise indicated.

4.02 SWING DOORS -- NOT REQUIRING KEY LOCKING4.03 SWING DOORS

A. HW-1: Push/Pull, Non-Fire-Rated: Doors 100 and 103.



1. Closer.

2. Push/Pull.

3. 12" Kick Plate, exterior.

4. Deadbolt lock.

B. HW-2: Privacy Lockset, Non-Fire-Rated: Door 101

1. Lockset, Privacy.

2. Closer

3. 12" Kick Plate, exterior.

4.04 SWING DOORS -- MAY NOT BE LEFT UNLOCKEDA. HW-3: Always-Locked, Non-Fire-Rated: Door 102

1. Lever Handle, Lockset, Storeroom.

2. Kick Plate, Interior.

B. HW-4: Always locked, non-fire-rated: Door 104

1. Lever-handle, lockset, storeroom.

2. 12" kick plate, exterior, two each.

3. Manual flushbolt, top and bottom for inactive leaf.

4. Weather strip seal, continuous both doors.

END OF SECTION


ALW 19362 Glazing 088000 -1

SECTION 088000GLAZING


A. Glass.

B. Glazing compounds and accessories.

1.02 RELATED REQUIREMENTSA. Section 081213 - Hollow Metal Frames: Glazed borrowed lites.

B. Section 081416 - Flush Wood Doors: Glazed lites in doors.

C. Section 084313 - Aluminum-Framed Storefronts: Glazing furnished by storefront manufacturer.

1.03 REFERENCE STANDARDSA. ASTM C920 - Standard Specification for Elastomeric Joint Sealants 2018.

B. ASTM C1036 - Standard Specification for Flat Glass 2016.

C. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass2018.

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

E. ASTM E2190 - Standard Specification for Insulating Glass Unit Performance and Evaluation2010.

F. GANA (GM) - GANA Glazing Manual 2008.

G. GANA (SM) - GANA Sealant Manual 2008.


B. Product Data on Glazing Compounds: Provide chemical, functional, and environmentalcharacteristics, limitations, special application requirements. Identify available colors.

1.05 QUALITY ASSURANCEA. Perform Work in accordance with GANA Glazing Manual for glazing installation

methods.Maintain one copy on site.

B. Installer Qualifications: Company specializing in performing the work of this section withminimum three years documented experience.


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

PART 2 PRODUCTS2.01 INSULATING GLASS UNITS

A. Sealed Insulating Glass Units: Vision glass, double glazed.

1. Application: All exterior glazing unless otherwise indicated.

2. Outboard Lite: Annealed float glass, 1/4 inch (6 mm) thick, minimum.


ALW 19362 Glazing 088000 -2

a. Tint: Clear.

3. Inboard Lite: Annealed float glass, 1/4 inch (6 mm) thick, minimum.

a. Tint: clear, frosted .

4. Total Thickness: 1 inch (25 mm).

2.02 EXTERIOR GLAZING ASSEMBLIESA. Performance Criteria: Select type and thickness of glass to withstand dead and live loads

caused by positive and negative wind pressure acting normal to plane of glass.

1. Glass thicknesses listed are minimum.

2.03 GLASS MATERIALSA. Float Glass Manufacturers:

1. Pilkington North America Inc: www.pilkington.com/na.

2. PPG Industries, Inc: www.ppgideascapes.com.

3. Substitutions: Refer to Section 016000 - Product Requirements.

B. 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 Kind FT.

3. Tinted Types: ASTM C1036, Class 2 - Tinted, color and performance characteristics asindicated.

4. Thicknesses: As indicated; for exterior glazing comply with requirements indicated forwind load design regardless of thickness indicated.

2.04 SEALED INSULATING GLASS UNITSA. Sealed Insulating Glass Units: Types as indicated.

1. Durability: Certified by an independent testing agency to comply with ASTM E2190.

2. Edge Spacers: Aluminum, bent and soldered corners.

3. Edge Seal: Glass to elastomer.

4. Purge interpane space with dry hermetic air.

2.05 GLAZING COMPOUNDSA. Butyl Sealant : Single component ; ASTM C920, Grade NS, Class 12-1/2, Uses M and A , Shore

A hardness of 10 to 20 ; black color.

B. Silicone Sealant : Single component; chemical curing; capable of water immersion without lossof properties; non-bleeding, non-staining ; ASTM C920, Type S, Grade NS, Class 25, Uses M,A, and G; with cured Shore A hardness range of 15 to 25 ; color as selected .

2.06 GLAZING ACCESSORIESA. Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness; ASTM C864 Option I. Length

of 0.1 inch for each square foot (25 mm for each square meter) of glazing or minimum 4 inch(100 mm) x width of glazing rabbet space minus 1/16 inch (1.5 mm) x height to suit glazingmethod and pane weight and area.

B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness; ASTM C864 Option II.Minimum 3 inch (75 mm) long x one half the height of the glazing stop x thickness to suit


ALW 19362 Glazing 088000 -3

application, self adhesive on one face.

C. Glazing Splines: Resilient polyvinyl chloride extruded shape to suit glazing channel retainingslot; ASTM C864 Option I; [________] color.

D. Glazing Clips: Manufacturer's standard type.


A. Verify that openings for glazing are correctly sized and within tolerance.

B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that mayimpede moisture movement, weeps are clear, and ready to receive glazing.

3.02 PREPARATIONA. Clean contact surfaces with solvent and wipe dry.

B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.

C. Prime surfaces scheduled to receive sealant.

D. Install sealants in accordance with ASTM C1193 and GANA Sealant Manual.

E. Install sealants in accordance with manufacturer's instructions.

3.03 CLEANINGA. Remove glazing materials from finish surfaces.

B. Remove labels after Work is complete.

C. Clean glass and adjacent surfaces.

3.04 PROTECTIONA. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark

heat absorbing or reflective glass units.

END OF SECTION


ALW 19362 Louvers 089100 -1

SECTION 089100LOUVERS


A. Louvers, frames, and accessories.

1.02 REFERENCE STANDARDSA. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for

Superior Performing Organic Coatings on Aluminum Extrusions and Panels (with Coil CoatingAppendix) 2017a.

B. AMCA 500-L - Laboratory Methods of Testing Louvers for Rating 2015.


B. Product Data: Provide data describing design characteristics, maximum recommended airvelocity, design free area, materials and finishes.

C. Shop Drawings: Indicate louver layout plan and elevations, opening and clearance dimensions,tolerances; head, jamb and sill details; blade configuration, screens, blankout areas required,and frames.

D. Test Reports: Independent agency reports showing compliance with specified performancecriteria.

1.04 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing products of the type

specified in this section, with minimum 5 years of documented experience.


PART 2 PRODUCTS2.01 LOUVERS

A. Louvers: Factory fabricated and assembled, complete with frame, mullions, and accessories.

1. Wind Load Resistance: Design to resist positive and negative wind load as indicated onstructural drawings without damage or permanent deformation.

2. Screens: Provide insect screens at wall louvers and bird screens at roof louvers.

B. Stationary Louvers : 45 Degree Angled blade, aluminum construction , with intermediatemullions matching frame .

1. Free Area: 50 percent, minimum.

2. Blades: Straight.

3. Frame: Depth as indicated on drawings , [______] ; corner joints mitered and sealant jointaround perimeter .

4. Screens: Provide insect screens at wall louvers and bird screens at roof louvers.

5. Aluminum Thickness: Frame 12 gage, 0.0808 inch (2.05 mm) minimum; blades 12 gage,0.0808 inch (2.05 mm) minimum.


ALW 19362 Louvers 089100 -2

6. Aluminum Finish: High performance silicone-modified polyester (SMP) organic coatings ;finish welded units after fabrication .

2.02 FINISHESA. Paint Finish: See 099000 for paint finish.

B. Superior Performing Organic Coatings System: Manufacturer's standard multi-coat superiorperforming organic coatings system complying with AAMA 2605, including at least 70 percentpolyvinylidene fluoride (PVDF) resin, and at least 80 percent of aluminum extrusion and panelssurfaces having minimum total dry film thickness (DFT) of 1.2 mils, 0.0012 inch (0.030 mm).

C. Color: As selected from manufacturer's standard colors.

2.03 ACCESSORIESA. Screens: Frame of same material as louver, with reinforced corners; removable, screw

attached; installed on inside face of louver frame.

B. Bird Screen: Interwoven wire mesh of aluminum , 14 gage, 0.0641 inch (1.63 mm) diameterwire, 1/2 inch (13 mm) open weave, diagonal design.

C. Insect Screen: 18 x 16 size aluminum mesh.

D. Fasteners and Anchors: Stainless steel.

E. Sealant for Setting Sills and Sill Flashing: Non-curing butyl type.


A. Verify that prepared openings and flashings are ready to receive this work and openingdimensions are as indicated on shop drawings.

3.02 INSTALLATIONA. Install louver assembly in accordance with manufacturer's instructions.

B. Install louvers level and plumb.

C. Set sill members and sill flashing in continuous bead of sealant.

D. Align louver assembly to ensure moisture shed from flashings and diversion of moisture toexterior.

E. Secure louver frames in openings with concealed fasteners.

3.03 CLEANINGA. Clean surfaces and components.

END OF SECTION


ALW 19362 Gypsum Board Assemblies 092116 -1

SECTION 092116GYPSUM BOARD ASSEMBLIES


A. Gypsum wallboard.

1.02 REFERENCE STANDARDSA. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board 2018b.

B. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use asSheathing 2013.

C. ASTM C1178/C1178M - Standard Specification for Coated Glass Mat Water-Resistant GypsumBacking Panel 2013.

D. ASTM C1278/C1278M - Standard Specification for Fiber-Reinforced Gypsum Panel 2017.

E. ASTM C1396/C1396M - Standard Specification for Gypsum Board 2017.

F. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface ofInterior Coatings in an Environmental Chamber 2016.

G. GA-216 - Application and Finishing of Gypsum Panel Products 2016.

H. UL (FRD) - Fire Resistance Directory Current Edition.


B. Product Data: Provide data on gypsum board, glass mat faced gypsum board, accessories andjoint finishing system.

1.04 QUALITY ASSURANCEA. Installer Qualifications: Company specializing in performing gypsum board installation and

finishing, with minimum [__] years of experience.

PART 2 PRODUCTS2.01 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 ceilings, unless otherwise indicated.

2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.

3. Thickness:

a. Vertical Surfaces: 5/8 inch (16 mm) .

b. Ceilings: 5/8 inch (16 mm).

4. Mold Resistant Paper Faced Products:

a. American Gypsum Company; M-Bloc Type X.

b. CertainTeed Corporation; M2Tech 5/8" Type C Moisture & Mold Resistant Drywall.

c. Georgia-Pacific Gypsum; ToughRock Mold-Guard.

B. Backing Board For Wet Areas:



1. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.

2. Glass Mat Faced Board: Coated glass mat water-resistant gypsum backing panel asdefined in ASTM C1178/C1178M.

a. Application: above tile and all areas not receiving tile.

b. Standard Type: Thickness [5/8] inch ([___] mm).

c. Products:

1) CertainTeed Corporation; Diamondback 5/8" Type X Tile Backer.

2) Georgia-Pacific Gypsum; DensShield Tile Backer.

3) National Gypsum Company; Gold Bond eXP Tile Backer.

4) Substitutions: See Section 016000 - Product Requirements.

2.02 ACCESSORIESA. Beads, Joint Accessories and Other Trim: ASTM C1047, galvanized steel or rolled zinc, unless

noted otherwise.

1. Corner Beads: Low profile, for 90 degree outside corners.

2. L-Trim : Sized to fit [5/8] inch ([_____] mm) thick gypsum wallboard.

B. Joint Materials: ASTM C475/C475M and as recommended by gypsum board manufacturer forproject conditions.

C. 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.


A. Verify that project conditions are appropriate for work of this section to commence.

3.02 FRAMING INSTALLATIONA. 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.

2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track inaccordance with manufacturer's instructions.

3. Partitions Terminating at Structure: Attach extended leg top runner to structure, maintainclearance between top of studs and structure, and brace both flanges of studs withcontinuous bridging.

B. Openings: Reinforce openings as required for weight of doors or operable panels, using notless than double studs at jambs.

C. Standard Wall Furring: Install at concrete walls scheduled to receive gypsum board, not morethan 4 inches (100 mm) from floor and ceiling lines and abutting walls. Secure in place onalternate channel flanges at maximum 24 inches (600 mm) on center.

1. Spacing: As indicated.

D. Acoustic Furring: Install resilient channels at maximum 24 inches (600 mm) on center. Locatejoints over framing members.



E. 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 BOARD INSTALLATIONA. Comply with ASTM C840, GA-216 and manufacturer's instructions. Install to minimize butt end

joints, 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. Exposed Gypsum Board in Interior Wet Areas: Seal joints, cut edges, and holes with water-resistant sealant.

D. Installation on Wood Framing: For non-rated assemblies, install as follows:

1. Single-Layer Applications: Screw attachment.

3.04 INSTALLATION OF TRIM AND ACCESSORIESA. 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.

3.05 JOINT TREATMENTA. Glass Mat Faced Gypsum Board and Exterior Glass Mat Faced Sheathing: Use fiberglass joint

tape, embed and finish with setting type joint compound.

B. Paper Faced Gypsum Board: Use paper joint tape, embed with drying type joint compound andfinish with drying type joint compound.

C. 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 otherwiseindicated.

D. 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).

2. Taping, filling, and sanding is not required at surfaces behind adhesive applied ceramictile and fixed cabinetry.

3. Taping, filling and sanding is not required at base layer of double layer applications.

3.06 TOLERANCESA. 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


ALW 19362 TILING 093000 -1

SECTION 093000TILING


A. Tile for floor applications.

B. Tile for wall applications.

C. Stone thresholds.

D. Ceramic accessories.

E. Ceramic trim.

1.02 REFERENCE STANDARDSA. ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tile with

Organic Adhesives or Water Cleanable Tile-Setting Epoxy Adhesive 2009 (Revised).

B. 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).

C. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile withChemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy 1999 (Reaffirmed2010).

D. ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tile withChemical Resistant Furan Resin Mortar and Grout 1999 (Reaffirmed 2010).

E. ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework1999 (Reaffirmed 2010).

F. ANSI A108.11 - American National Standard Specifications for Interior Installation ofCementitious Backer Units 2010 (Reaffirmed 2016).

G. ANSI A108.12 - American National Standard for Installation of Ceramic Tile with EGP (ExteriorGlue Plywood) Latex-Portland Cement Mortar 1999 (Reaffirmed 2010).

H. ANSI A108.13 - American National Standard for Installation of Load Bearing, Bonded,Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone 2005 (Reaffirmed2010).

I. ANSI A118.3 - American National Standard Specifications for Chemical Resistant, WaterCleanable Tile-Setting and -Grouting Epoxy and Water Cleanable Tile-Setting Epoxy Adhesive2013 (Revised).

J. ANSI A118.4 - American National Standard Specifications for Modified Dry-Set Cement Mortar2012 (Revised).

K. ANSI A118.6 - American National Standard Specifications for Standard Cement Grouts for TileInstallation 2010 (Reaffirmed 2016).

L. ANSI A118.7 - American National Standard Specifications for High Performance CementGrouts for Tile Installation 2010 (Reaffirmed 2016).

M. ANSI A137.1 - American National Standard Specifications for Ceramic Tile 2012.

N. ASTM C373 - Standard Test Methods for Determination of Water Absorption and AssociatedProperties by Vacuum Method for Pressed Ceramic Tiles and Glass Tiles and Boil Method forExtruded Ceramic Tiles and Non-tile Fired Ceramic Whiteware Products 2018.


ALW 19362 TILING 093000 -2

O. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring2019.

P. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of ConcreteSubfloor Using Anhydrous Calcium Chloride 2016a.

Q. TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile Installation 2017.

1.03 ADMINISTRATIVE REQUIREMENTSA. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of

this section; require attendance by all affected installers.


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. Samples: Mount tile and apply grout on two plywood panels, minimum 18 by 18 inches (457 by457 mm) in size illustrating pattern, color variations, and grout joint size variations.

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

F. Maintenance Data: Include recommended cleaning methods, cleaning materials, and stainremoval methods.

G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.

1. See Section 016000 - Product Requirements, for additional provisions.

2. Extra Tile: 1 percent of each size, color, and surface finish combination.

1.05 MOCK-UPA. See Section 014000 - Quality Requirements, for general requirements for mock-up.

B. Construct tile mock-up where indicated on drawings, incorporating all components specified forthe location.

1. Approved mock-up may remain as part of the Work.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.

1.07 FIELD CONDITIONSA. 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 PRODUCTS2.01 TILE

A. Manufacturers: All products by the same manufacturer.

1. Dal-Tile Corporation: www.daltile.com (basis of design).



ALW 19362 TILING 093000 -3

B. Ceramic Tile:

1. Moisture Absorption: 0 to 0.5 percent as tested in accordance with ASTM C373.

2. Thickness: 5/16 inch.

3. Size and Shape: As shown on drawings.

4. Color(s): As shown on drawings .

5. Trim Units: Matching cove and surface bullnose shapes in sizes coordinated with field tile.

2.02 TRIM AND ACCESSORIESA. Ceramic Accessories: Glazed finish, same color and finish as adjacent field tile; same

manufacturer as tile.

B. Ceramic Trim: Matching bullnose, cove base and cove ceramic shapes in sizes coordinatedwith field tile.

1. Manufacturers: Same as for tile.

2.03 SETTING MATERIALSA. Manufacturers: provide setting materials by same manufacturer as grout.

B. Latex-Portland Cement Mortar Bond Coat: ANSI A118.4.

2.04 GROUTS2.05 THIN-SET ACCESSORY MATERIALS

A. Concrete floor crack isolation membrane: material complying with ANSI A118.12; not intendedas water proofing.

1. Thickness: 20 mils, maximum.

2. Crack resistance: no failure at 1/16 inch gap, minimum.

B. Epoxy Grout: ANSI A118.3 chemical resistant and water-cleanable epoxy grout.

1. Applications: Where indicated.

2. Color(s): As selected by Architect from manufacturer's full line.

3. Products:

a. LATICRETE International, Inc; LATICRETE SPECTRALOCK PRO Premium Grout:www.laticrete.com/#sle.

b. TEC, an H.B. Fuller Construction Products Brand; TEC AccuColor EFX EpoxySpecial Effects Grout: www.tecspecialty.com/#sle.


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 ofwork, 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.

3.02 PREPARATION


ALW 19362 TILING 093000 -4

A. Protect surrounding work from damage.

B. Vacuum clean surfaces and damp clean.

C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatnesstolerances.

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 adhesivemanufacturer's instructions.

3.03 INSTALLATION - GENERALA. Install tile and grout in accordance with applicable requirements of ANSI A108.1a thru A108.13,

manufacturer's instructions, and TCNA (HB) recommendations.

B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.

C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and 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. Install ceramic accessories rigidly in prepared openings.

G. Sound tile after setting. Replace hollow sounding units.

H. Keep control and expansion joints free of mortar, grout, and adhesive.

I. Prior to grouting, allow installation to completely cure; minimum of 48 hours.

J. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated.

K. 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 METHODSA. Over interior concrete substrates, install in accordance with TCNA (HB) Method F113, dry-set

or latex-Portland cement bond coat, with standard grout, unless otherwise indicated.

3.05 INSTALLATION - WALL TILEA. Over coated glass mat backer board on studs, install in accordance with TCNA (HB) Method

W245.

3.06 CLEANINGA. Clean tile and grout surfaces.

3.07 PROTECTIONA. Do not permit traffic over finished floor surface for 4 days after installation.

END OF SECTION


ALW 19362 Painting and Coating 099000 -1

SECTION 099000PAINTING AND COATING


A. Surface preparation.

B. Field application of paints .

C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished andunless otherwise indicated, including the following:

1. Mechanical and Electrical:

a. In finished areas, paint all insulated and exposed pipes, conduit, boxes, hangers,brackets, collars and supports and electrical equipment, unless otherwise indicated.

b. In finished areas, paint shop-primed items.

D. Do Not Paint or Finish the Following Items:

1. Items fully factory-finished unless specifically so indicated; materials and products havingfactory-applied primers are not considered factory finished.

2. Items indicated to receive other finishes.

3. Items indicated to remain unfinished.

4. Fire rating labels, equipment serial number and capacity labels, and operating parts ofequipment.

5. Stainless steel, anodized aluminum, bronze, terne, and lead items.

6. Floors, unless specifically so indicated.

7. Glass.

8. Concealed pipes, ducts, and conduits.

1.02 DEFINITIONSA. Conform to ASTM D16 for interpretation of terms used in this section.

1.03 REFERENCE STANDARDSA. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for

Architectural Coatings; U.S. Environmental Protection Agency current edition.

B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications2016.

C. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood andWood-Based Materials 2016.


B. Product Data: Provide complete list of all products to be used, with the following information foreach:

1. Manufacturer's name, product name and/or catalog number, and general product category(e.g. "alkyd enamel").

2. MPI product number (e.g. MPI #47).



3. Cross-reference to specified paint system(s) product is to be used in; include descriptionof each system.

4. If proposal of substitutions is allowed under submittal procedures, explanation of allsubstitutions proposed.

C. Samples: Submit three paper "draw down" samples, 8-1/2 by 11 inches (216 by 279 mm) insize, illustrating range of colors available for each finishing product specified.

1. Where sheen is specified, submit samples in only that sheen.

D. Certification: By manufacturer that all paints and coatings comply with VOC limits specified.

E. Manufacturer's Instructions: Indicate special surface preparation procedures.

F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.

1. See Section 016000 - Product Requirements, for additional provisions.

2. Extra Paint and Coatings: 1 gallon (4 L) of each color; store where directed.

3. Label each container with color in addition to the manufacturer's label.

1.05 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified,

with minimum three years documented experience.

1.06 MOCK-UPA. See Section 014000 - Quality Requirements, for general requirements for mock-up.

B. Provide panel, 6 feet ([____] m) long by 6 feet ([____] m) wide, illustrating special coating color,texture, and finish.

C. Provide door and frame assembly illustrating paint coating color, texture, and finish.

D. Locate where directed.

E. Mock-up may remain as part of the work.

1.07 DELIVERY, STORAGE, AND HANDLINGA. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.

B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brandcode, coverage, surface preparation, drying time, cleanup requirements, color designation, andinstructions for mixing and reducing.

C. Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and amaximum of 90 degrees F (32 degrees C), in ventilated area, and as required bymanufacturer's instructions.

1.08 FIELD CONDITIONSA. Do not apply materials when surface and ambient temperatures are outside the temperature

ranges required by the paint product manufacturer.

B. Follow manufacturer's recommended procedures for producing best results, including testing ofsubstrates, moisture in substrates, and humidity and temperature limitations.

C. Provide lighting level of 80 ft candles (860 lx) measured mid-height at substrate surface.




A. Provide all paint and coating products used in any individual system from the samemanufacturer; no exceptions.

B. Paints:

1. Behr Process Corporation: www.behr.com/#sle.

2. Benjamin Moore & Co: www.benjaminmoore.com/#sle.

3. Sherwin-Williams Company: www.sherwin-williams.com/#sle.

C. Substitutions: See Section 016000 - Product Requirements.

2.02 PAINTS AND COATINGS - GENERALA. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.

1. Where MPI paint numbers are specified, provide products listed in Master PaintersInstitute Approved Product List, current edition available at www.paintinfo.com, forspecified MPI categories, except as otherwise indicated.

2. Provide paints and coatings of a soft paste consistency, capable of being readily anduniformly dispersed to a homogeneous coating, with good flow and brushing properties,and capable of drying or curing free of streaks or sags.

3. Supply each coating material in quantity required to complete entire project's work from asingle production run.

4. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedureis specifically described in manufacturer's product instructions.

B. Primers: If required, use as follows unless other primer is required or recommended bymanufacturer of top coats; where the manufacturer offers options on primers for a particularsubstrate, use primer categorized as "best" by the manufacturer.

1. Gypsum Board: Interior Institutional Low Odor/VOC Primer Sealer; MPI #149.

2. Wood: Interior Alkyd Primer Sealer; MPI #45.

3. Steel, Uncoated: Interior Rust-Inhibitive Water Based Primer; MPI #107.

4. Galvanized Steel: Interior Water Based Galvanized Primer; MPI #134.

C. Volatile Organic Compound (VOC) Content:

1. Provide coatings that comply with the most stringent requirements specified in thefollowing:

a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards forArchitectural Coatings.

2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59,Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water addedat project site; or other method acceptable to authorities having jurisdiction.

D. Flammability: Comply with applicable code for surface burning characteristics.

E. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selectedlater by Architect from the manufacturer's full line.

F. Colors: As indicated on drawings

1. In finished areas, finish pipes, ducts, conduit, and equipment the same color as thewall/ceiling they are mounted on/under.



2.03 PAINT SYSTEMS - EXTERIORA. Paint E-OP - All Exterior Surfaces Indicated to be Painted, Unless Otherwise Indicated:

Including cement board and primed metal.

1. Preparation as specified by manufacturer.

2. Two top coats and one coat primer recommended by manufacturer, except on cementcement board, where a shop primer is applied.

3. Flat: MPI gloss level 1; use this sheen for overhead surfaces.

4. Satin: MPI gloss level 4; use this sheen for for cement board siding.

5. Semi-Gloss: MPI gloss level 5; use this sheen at doors and frames.

B. Paint E-TR-C - Transparent Finish on Concrete Floors, Unless Otherwise Indicated:

1. 2 coats sealer.

2. Sealer: Water Based for Concrete Floors; MPI #99.

3. Sealer Product(s):

a. Behr Premium Low-Lustre Sealer [no. 986] (basis of design).

C. Paint MgE-OP-3A - Galvanized Metals, Alkyd, 3 Coat:

1. One coat galvanize primer.

2. Semi-gloss: Two coats of alkyd enamel.

2.04 PAINT SYSTEMS - INTERIORA. Paint I-OP - All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including

gypsum board, wood, uncoated steel and shop primed steel.

1. Two top coats and one coat primer, unless shop primed.

2. Top Coat(s): Institutional Low Odor/VOC Interior Latex; MPI #143-148.

3. Flat: MPI gloss level 1; use this sheen for ceilings and other overhead surfaces.

4. Satin: MPI gloss level 4; use this sheen at gypsum board walls.

5. Primer(s): As recommended by manufacturer of top coats.

2.05 ACCESSORY MATERIALSA. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding

materials, and clean-up materials required to achieve the finishes specified whether specificallyindicated or not; commercial quality.

B. Patching Material: Latex filler.

C. Fastener Head Cover Material: Latex filler.


A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.

B. Examine surfaces scheduled to be finished prior to commencement of work. Report anycondition that may potentially affect proper application.

C. Test shop-applied primer for compatibility with subsequent cover materials.



D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishesunless moisture content of surfaces are below the following maximums:

1. Gypsum Wallboard: 12 percent.

2. Interior Wood: 15 percent, measured in accordance with ASTM D4442.

3. Exterior Wood: 15 percent, measured in accordance with ASTM D4442.

4. Concrete Floors and Traffic Surfaces: 8 percent.

3.02 PREPARATIONA. Clean surfaces thoroughly and correct defects prior to coating application.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the bestresult for the substrate under the project conditions.

C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,escutcheons, and fittings, prior to preparing surfaces or finishing.

D. Seal surfaces that might cause bleed through or staining of topcoat.

E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphateand bleach. Rinse with clean water and allow surface to dry.

F. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot primedefects after repair.

G. Concrete Floors and Traffic Surfaces to be Painted: Remove contamination, acid etch, andrinse floors with clear water. Verify required acid-alkali balance is achieved. Allow to dry.

H. Aluminum Surfaces to be Painted: Remove surface contamination by steam or high pressurewater. Remove oxidation with acid etch and solvent washing. Apply etching primer immediatelyfollowing cleaning.

I. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash withsolvent. Apply coat of etching primer.

J. Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-SP 2 (hand toolcleaning) or SSPC-SP 3 (power tool cleaning) followed by SSPC-SP 1 (solvent cleaning).

K. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weldsplatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wirebrushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acidsolution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface;spot prime after repairs.

L. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primerand rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent.Prime bare steel surfaces. Re-prime entire shop-primed item.

M. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Sealknots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer hasdried; sand between coats. Back prime concealed surfaces before installation.

N. Interior Wood Surfaces to Receive Transparent Finish: Wipe off dust and grit prior to sealing,seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after sealerhas dried; sand lightly between coats. Prime concealed surfaces with gloss varnish reduced 25percent with thinner.



O. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign matter. Sealknots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calking compoundafter prime coat has been applied. Back prime concealed surfaces before installation.

P. Exterior Wood to Receive Transparent Finish: Remove dust, grit, and foreign matter; sealknots, pitch streaks, and sappy sections with sealer. Fill nail holes with tinted exterior calkingcompound after sealer has been applied. Prime concealed surfaces.

Q. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.

3.03 APPLICATIONA. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical

components and paint separately.

B. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2 weeksafter installation of woodwork, apply primer within 2 weeks and final coating within 4 weeks.

C. Apply products in accordance with manufacturer's instructions.

D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat isapplied.

E. Apply each coat to uniform appearance.

F. Sand wood and metal surfaces lightly between coats to achieve required finish.

G. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just priorto applying next coat.

H. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grainbefore set. Wipe excess from surface.

I. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removedprior to finishing.

3.04 CLEANINGA. Collect waste material that could constitute a fire hazard, place in closed metal containers, and

remove daily from site.

3.05 PROTECTIONA. Protect finished coatings until completion of project.

B. Touch-up damaged coatings after Substantial Completion.

END OF SECTION


ALW 19362 Signage 101400 -1

SECTION 101400SIGNAGE


A. Room and door signs.

1.02 REFERENCE STANDARDSA. 36 CFR 1191 - Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and

Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines current edition.

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

C. ICC A117.1 - Accessible and Usable Buildings and Facilities 2017.


B. Product Data: Manufacturer's printed product literature for each type of sign, indicating signstyles, font, foreground and background colors, locations, overall dimensions of each sign.

C. Selection Samples: Where colors are not specified, submit two sets of color selection charts orchips.

1.04 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified in

this section with minimum three years of documented experience.

1.05 DELIVERY, STORAGE, AND HANDLINGA. Package signs as required to prevent damage before installation.

B. Package room and door signs in sequential order of installation, labeled by floor or building.

C. Store tape adhesive at normal room temperature.

1.06 FIELD CONDITIONSA. Do not install tape adhesive when ambient temperature is lower than recommended by

manufacturer.

B. Maintain this minimum temperature during and after installation of signs.


A. Flat Signs:

1. Best Sign Systems, Inc; [____]: www.bestsigns.com/#sle.

2. Cosco Industries (ADA signs); ADA Series 1: www.coscoarchitecturalsigns.com/#sle.

3. FASTSIGNS; [_____]: www.fastsigns.com/#sle.

4. Mohawk Sign Systems, Inc; [____]: www.mohawksign.com/#sle.

2.02 SIGNAGE APPLICATIONSA. Accessibility Compliance: Signs are required to comply with ADA Standards and ICC A117.1

Florida Accessibility Code , unless otherwise indicated; in the event of conflicting requirements,comply with the most comprehensive and specific requirements.


ALW 19362 Signage 101400 -2

B. Room and Door Signs: Provide a sign for every doorway, whether it has a door or not, notincluding corridors, lobbies, and similar open areas.

1. Sign Type: Flat signs with engraved panel media as specified.

2. Provide "tactile" signage, with letters raised minimum 1/32 inch (0.8 mm) and Grade IIbraille.

3. Character Height: 1 inch (25 mm).

4. Sign Height: as indicated on drawings.

5. Office Doors: Identify with room numbers to be determined later, not the numbersindicated on drawings; in addition, provide "window" section for replaceable occupantname.

6. Conference and Meeting Rooms: Identify with room numbers to be determined later, notthe numbers indicated on drawings; in addition, provide "window" section with sliding "InUse/Vacant" indicator.

7. Service Rooms: Identify with room names and numbers to be determined later, not thoseindicated on drawings.

8. Rest Rooms: Identify with pictograms, the names "MEN" and "WOMEN", room numbers tobe determined later, and braille.

2.03 SIGN TYPESA. Flat Signs: Signage media without frame.

1. Edges: Square.

2. Corners: Square.

3. Wall Mounting of One-Sided Signs: Tape adhesive.

B. Color and Font: Unless otherwise indicated:

1. Character Font: Helvetica, Arial, or other sans serif font.

2. Character Case: Upper case only.

3. Background Color: to be selected from manufacturer's standard colors .

4. Character Color: Contrasting color.

2.04 TACTILE SIGNAGE MEDIAA. Engraved Panels: Laminated colored plastic; engraved through face to expose core as

background color:

1. Total Thickness: 1/16 inch (1.6 mm).


A. Verify that substrate surfaces are ready to receive work.

3.02 INSTALLATIONA. Install in accordance with manufacturer's instructions.

B. Install neatly, with horizontal edges level.

C. Protect from damage until Substantial Completion; repair or replace damaged items.


ALW 19362 Signage 101400 -3

END OF SECTION


ALW 19362 Plastic Toilet Compartments 102113.19 -1

SECTION 102113.19PLASTIC TOILET COMPARTMENTS


A. Solid plastic toilet compartments.

B. Urinal and vestibule screens.

1.02 REFERENCE STANDARDSA. NFPA 286 - Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling

Interior Finish to Room Fire Growth 2015.

1.03 ADMINISTRATIVE REQUIREMENTSA. Coordination: Coordinate the work with placement of support framing and anchors in walls and

ceilings.


B. Shop Drawings: Indicate partition plan, elevation views, dimensions, details of wall supports,door swings.

C. Product Data: Provide data on panel construction, hardware, and accessories.

D. Samples: Submit two samples of partition panels, __6__by__6__ inch (____by____ mm) insize illustrating panel finish, color, and sheen.

E. Manufacturer's Installation Instructions: Indicate special procedures.


A. Solid Plastic Toilet Compartments:

1. Ampco Products, Inc: www.ampco.com.

2. Partition Systems International of South Carolina; PolyLife HDPE Toilet Partitions:www.psisc.com/#sle.

3. Scranton Products (Santana/Comtec/Capital): www.scrantonproducts.com.

4. Substitutions: Section 016000 - Product Requirements.

2.02 SOLID PLASTIC TOILET COMPARTMENTSA. Toilet Compartments: Factory fabricated doors, pilasters, and divider panels made of solid

molded high density polyethylene (HDPE), tested in accordance with NFPA 286, floor-mountedheadrail-braced.

1. Provide "no sight line" design for all panel and hardware joints.

B. Doors:

1. Thickness: 1 inch (25 mm).

2. Width: 24 inch (610 mm).

3. Width for Handicapped Use: 36 inch (915 mm), out-swinging.

4. Height: 72 inch ([____] mm).



C. Panels:

1. Thickness: 1 inch (25 mm).

2. Height: 72 inch ([____] mm).

3. Depth: As indicated on drawings.

D. Screens: Without doors; to match compartments; mounted to wall with two panel bracketswithvertical support/bracing same as compartments.

2.03 ACCESSORIESA. Pilaster Shoes: Stainless steel, satin finish, 3 inches (76 mm) high; concealing floor fastenings.

1. Provide adjustment for floor variations with screw jack through steel saddles integral withpilaster.

B. Head Rails: Extruded aluminum, anti-grip profile.

C. Wall and Pilaster Brackets: Anodized aluminum ; continuous type .

D. Pilaster Brackets: Natural anodized aluminum .

E. Wall Brackets: Continuous type, natural anodized aluminum .

F. Attachments, Screws, and Bolts: Stainless steel , tamper proof type.

G. Hinges: Stainless steel; satin finish.

1. Continuous-type hinge, self closing.

H. Door Hardware: Stainless steel; satin finish.

1. Door Latch: Slide type with exterior emergency access feature.

2. Door Strike and Keeper with Rubber Bumper: Mount on pilaster in alignment with doorlatch.

I. Coat Hook: One per compartment, mounted on door.


A. Verify that field measurements are as indicated.

B. Verify correct spacing of and between plumbing fixtures.

C. Verify correct location of built-in framing, anchorage, and bracing.

3.02 INSTALLATIONA. Install partitions secure, rigid, plumb, and level in accordance with manufacturer's instructions.

B. Maintain 3/8 to 1/2 inch (9 to 13 mm) space between wall and panels and between wall andend pilasters.

C. Attach panel brackets securely to walls using anchor devices.

D. Attach panels and pilasters to brackets. Locate head rail joints at pilaster center lines.

E. Field touch-up of scratches or damaged finish will not be permitted. Replace damaged orscratched materials with new materials.

3.03 TOLERANCESA. Maximum Variation From True Position: 1/4 inch (6 mm).



B. Maximum Variation From Plumb: 1/8 inch (3 mm).

3.04 ADJUSTINGA. Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding 3/16

inch (5 mm).

B. Adjust hinges to position doors in partial opening position when unlatched. Return out-swingingdoors to closed position.

C. Adjust adjacent components for consistency of line or plane.

END OF SECTION


ALW 19362 TOILET, BATH, AND LAUNDRYACCESSORIES 102800 -1

SECTION 102800TOILET, BATH, AND LAUNDRY ACCESSORIES


A. Commercial toilet accessories.

1.02 REFERENCE STANDARDSA. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design 2010.

B. ASTM A269/A269M - Standard Specification for Seamless and Welded Austenitic StainlessSteel Tubing for General Service 2015a.

C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process 2018.

D. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless SteelSheet, Strip, Plate, and Flat Bar 2015.

E. ASTM B456 - Standard Specification for Electrodeposited Coatings of Copper Plus Nickel PlusChromium and Nickel Plus Chromium 2017.

F. ASTM C1036 - Standard Specification for Flat Glass 2016.

G. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass2018.

H. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror 2018.

I. ASTM F2285 - Standard Consumer Safety Performance Specification for Diaper ChangingTables for Commercial Use 2004, with Editorial Revision (2016).

1.03 ADMINISTRATIVE REQUIREMENTSA. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling

supports and reinforcement of toilet partitions to receive anchor attachments.


B. Product Data: Submit data on accessories describing size, finish, details of function, andattachment methods.

C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiringspecial attention.

PART 2 PRODUCTS2.01 MATERIALS

A. Accessories - General: Shop assembled, free of dents and scratches and packaged completewith anchors and fittings, steel anchor plates, adapters, and anchor components for installation.

1. Fabricate units made of metal sheet of seamless sheets, with flat surfaces.

B. Stainless Steel Sheet: ASTM A666, Type 304.

C. Stainless Steel Tubing: ASTM A269/A269M, Grade TP304 or TP316.

D. Mirror Glass: Annealed float glass, ASTM C1036 Type I, Class 1, Quality Q2, with silvering,protective and physical characteristics complying with ASTM C1503.


ALW 19362 TOILET, BATH, AND LAUNDRYACCESSORIES 102800 -2

E. Mirror Glass: Tempered safety glass, ASTM C1048; and ASTM C1036 Type I, Class 1, QualityQ2, with silvering as required.

F. Adhesive: Two component epoxy type, waterproof.

G. Fasteners, Screws, and Bolts: Hot dip galvanized; tamper-proof; security type.

2.02 FINISHESA. Stainless Steel: Satin finish, unless otherwise noted.

B. Chrome/Nickel Plating: ASTM B456, SC 2, polished finish, unless otherwise noted.

2.03 COMMERCIAL TOILET ACCESSORIESA. As indicated on drawings unless otherwise specified herein.

B. Mirrors: with frame, 1/4 inch (6 mm) thick tempered safety glass; ASTM C1048.

1. Annealed Float Glass: Silvering, protective and physical characteristics in compliance withASTM C1503.

2. Frame: 0.05 inch (1.3 mm)channel shapes, with miteredand welded and ground corners,and tamperproof hanging system; satin finish.



B. Verify exact location of accessories for installation.

C. Verify that field measurements are as indicated on drawings.

3.02 PREPARATIONA. Deliver inserts and rough-in frames to site for timely installation.

B. Provide templates and rough-in measurements as required.

3.03 INSTALLATIONA. Install accessories in accordance with manufacturers' instructions in locations indicated on

drawings.

B. Install plumb and level, securely and rigidly anchored to substrate.

C. Mounting Heights: As required by accessibility regulations, unless otherwise indicated. Seedrawings.

3.04 PROTECTIONA. Protect installed accessories from damage due to subsequent construction operations.

END OF SECTION


ALW 19362 Fire Protection Specialties 104400 -1

SECTION 104400FIRE PROTECTION SPECIALTIES


A. Fire extinguishers.

B. Fire extinguisher cabinets.

C. Accessories.

1.02 REFERENCE STANDARDSA. NFPA 10 - Standard for Portable Fire Extinguishers 2017.


B. Shop Drawings: Indicate locations of cabinets and cabinet physical dimensions.


A. Fire Extinguishers:

1. Ansul, a Tyco Business: www.ansul.com.

2. Kidde, a unit of United Technologies Corp; [______]: www.kidde.com/#sle.

3. Nystrom, Inc; [______]: www.nystrom.com/#sle.

4. Pyro-Chem, a Tyco Business: www.pyrochem.com.

B. Fire Extinguisher Cabinets and Accessories:

1. Activar Construction Products Group - JL Industries; [______]: www.activarcpg.com/#sle.

2. Larsen's Manufacturing Co; [______]: www.larsensmfg.com/#sle.

3. Strike First Corporation of America: www.strikefirstusa.com.

2.02 FIRE EXTINGUISHERSA. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable

codes, whichever is more stringent.

B. Multipurpose Dry Chemical Type Fire Extinguishers: Carbon steel tank, with pressure gauge.

1. Class: A:B:C type.

2. Size: 5 pound (2.27 kg).

3. Finish: Baked polyester powder coat, [____] color.

4. Temperature range: Minus 40 degrees F (Minus 40 degrees C) to [___] degrees F ([___]degrees C).

2.03 FIRE EXTINGUISHER CABINETSA. Cabinet Construction: Non-fire rated.

1. Formed aluminum.

B. Cabinet Configuration: Semi-recessed mounted type. 1-1/2" projection from surface of wall.


ALW 19362 Fire Protection Specialties 104400 -2

C. Door: Fully enclosed, aluminum with stainless steel piano hinges. Includes weather resistivegasket and stainless pull.

D. Door style: Vertical Duo

E. Door Glazing: Acrylic plastic, clear, 1/8 inch (3 mm) thick, flat shape and set in resilient channelglazing gasket.

F. Finish of Cabinet Exterior Trim and Door: baked white acrylic enamel .

G. Applied Graphics: Provide applied vinyl lettering as follows: FIRE EXTINGUISHER. Color -black, orientation - vertical. PULL FIRMLY TO OPEN located next to pull handle

H. Finish of Cabinet Interior: White colored enamel.

2.04 ACCESSORIESA. Extinguisher Brackets: Formed steel, chrome-plated.



B. Verify rough openings for cabinet are correctly sized and located.

3.02 INSTALLATIONA. Install in accordance with manufacturer's instructions.

B. Secure rigidly in place.

C. Place extinguishers in cabinets.

END OF SECTION

BENNY RUSSELL MEMORIAL PARK - Green-Simmons€¦ · BENNY RUSSELL MEMORIAL PARK ALW 19362...

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