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23 BRK Spec.pdf
Issues:RWA Architects, Inc.2771 Observatory Ave.Cincinnati, OH 45208Office: 513-321-9506Fax: 513-321-9507Sheet No.:Date:Checked By:Drawn By:Commission No.Sheet Contents: Burks Residence2011 Burning Tree Lane Carmel, IN 46032Permit Set:10-0708DEB10/15/2010Written Specifications Copyright © 2010 RWA Architects, Inc. All rights reservedJJI10/25/2010Pricing Set:11/12/2010DJ.ITECTHCRANo. 9400134STATE OFIDNIANATERESIGERNHOJISCHRevision 1:12/20/2010SP1.0TABLE OF CONTENTSSECTION 007300 -SUPPLEMENTARY CONDITIONSSECTION 011000 -SUMMARYSECTION 012100 -ALLOWANCESSECTION 012600 -CONTRACT MODIFICATION PROCEDURESSECTION 012900 -PAYMENT PROCEDURESSECTION 013000 -ADMINISTRATIVE REQUIREMENTSSECTION 013543 -ENVIRONMENTAL PROCEDURESSECTION 014000 -QUALITY REQUIREMENTSSECTION 015000 -TEMPORARY FACILITIES AND CONTROLSSECTION 016000 -PRODUCT REQUIREMENTSSECTION 017300 -EXECUTIONSECTION 017419 -CONSTRUCTION WASTE MANAGEMENT AND DISPOSALSECTION 017700 -CLOSEOUT PROCEDURESSECTION 033000 -CAST-IN-PLACE CONCRETESECTION 042000 -UNIT MASONRYSECTION 044300 -STONE MASONRYSECTION 051200 -STRUCTURAL STEEL FRAMINGSECTION 061000 -ROUGH CARPENTRYSECTION 061600 -SHEATHINGSECTION 061753 -SHOP-FABRICATED WOOD TRUSSESSECTION 062000 -FINISH CARPENTRYSECTION 071416 -COLD FLUID-APPLIED WATERPROOFINGSECTION 072100 -THERMAL INSULATIONSECTION 072180 -POLYICYNENE SPRAY INSULATIONSECTION 073113 -ASPHALT SHINGLESSECTION 076100 -SHEET METAL ROOFINGSECTION 076200 -SHEET METAL FLASHING AND TRIMSECTION 076500 -FLEXIBLE FLASHINGSSECTION 079200 -JOINT SEALANTSSECTION 081600 -STILE AND RAIL MDF DOORSSECTION 083113 -ACCESS DOORS AND PANELSSECTION 083613 -SECTIONAL OVERHEAD DOORSSECTION 085200 -WOOD WINDOWSSECTION 086200 -UNIT SKYLIGHTSSECTION 087100 -DOOR HARDWARESECTION 088300 -MIRRORSSECTION 092613 -GYPSUM VENEER PLASTERSECTION 092900 -GYPSUM BOARDSECTION 093000 -TILINGSECTION 093400 -SHEET MEMBRANESSECTION 096340 -STONE FLOORINGSECTION 096400 -WOOD FLOORINGSECTION 099100 -PAINTINGSECTION 102800 -TOILET AND BATH ACCESSORIESSECTION 102819 -TUB AND SHOWER DOORSSECTION 103200 -FIREPLACE SPECIALTIESSECTION 113100 -RESIDENTIAL APPLIANCESSECTION 123530 -WOOD CASEWORKSECTION 220700 -PLUMBING INSULATIONSECTION 221116 -DOMESTIC WATER PIPINGSECTION 221119 -DOMESTIC WATER PIPING SPECIALTIESSECTION 221313 -SANITARY SEWERSSECTION 221316 -SANITARY WASTE AND VENT PIPINGSECTION 221400 -STORM DRAINAGESECTION 221600 -NATURAL GAS PIPING SECTION 223400 -FUEL-FIRED DOMESTIC WATER HEATERSSECTION 224000 -PLUMBING FIXTURESSECTION 230700 -HVAC INSULATIONSECTION 232116 – VERTICAL WELL HEAT EXCHANGE SYSTEMSSECTION 233100 -HVAC DUCTS AND ACCESSORIESSECTION 233423 -HVAC POWER VENTILATORSSECTION 233713 -DIFFUSERS, REGISTERS, AND GRILLESSECTION 238313 -RADIANT HEATING ELECTRIC MATSSECTION 260500 -COMMON WORK RESULTS FOR ELECTRICALSECTION 260526 -GROUNDING AND BONDING FOR ELECTRICAL SYSTEMSSECTION 262416 -PANELBOARDSSECTION 262726 -WIRING DEVICESSECTION 262816 -ENCLOSED SWITCHES AND CIRCUIT BREAKERSSECTION 264313 -SURGE PROTECTIVE DEVICES (SPD’S)SECTION 265000 -LIGHTINGSECTION 273000 -VOICE COMMUNICATIONSSECTION 311000 -SITE CLEARINGSECTION 312000 -EARTH MOVINGSECTION 313116 -TERMITE CONTROLSECTION 321216 -ASPHALT PAVINGSECTION 328400 -PLANTING IRRIGATIONSECTION 329200 -TURF AND GRASSESSECTION 329300 -PLANTS1 SECTION 007300 – SUPPLEMENTARY CONDITIONS1.1 SECTION REQUIREMENTSA. Insurance requirements for General Contractor.1. All contractors shall take out and maintain, during the life of this contract, such Public Liability and Property Damage Insurance as shall protect him, and contingent coverage on account of his Sub Contractors, performing the work covered by this Contract, from claims for damages for personal injury, including wrongful death, as well as from claims for property damages which may arise from operations under this Contract, whether such operations be by himself, or any Sub-Contractor, or anyone directly or indirectly employed by either of them. Certificate of separate policies of such insurance as listed below shall be filed with the Architect and the Owner before any work is started.2. Workmen’s compensation or Employer’s Liability Insurance: All contractors and sub-contractors shall fully comply with provision of State Workmen’s Compensation Law and file certificates to the Owner.3. Public Liability Insurance, including Property Damage: Public Liability Insurance to be furnished by General Contractor and all Prime Contractors shall carry a special endorsement providing that employees of each of the insured are not excluded under the policy as respects claim that may be made against the other named insured. Similarly, Contractors for separate branches of work shall carry Public Liability and Property Damage Insurance, as outlined above, covering their portion of the work. Limits of these policies shall be approved by the Owner.4. Contractor’s Contingent Insurance (if some part of work is sublet to other contractors.)a. Policies shall be subject to approval of Architect or Owner for form and adequacy of protection and shall be written, unless otherwise provided, with limits of a minimum of $1,000,000.00 for injury to any one person on a per occurrence basis. Limits of property damage in policies shall be a minimum of $1,000,000.00 in each case.b. The types and amounts of coverage shall be mutually agreed upon by the Owner and Contractor. The Owner’s insurance agent shall review policies with the Contractor’s insurance agent to assure proper coverage and assure there is no overlap of coverage. Any additional insurance required by the Owner over and above that specified in the written specifications and carried by the Contractor, shall be paid for by the Owner.2 SECTION 011000 – SUMMARY1.1 SUMMARY OF WORKA. Project Identification: As follows:1. Project: New Residence2. Location: 2011 Burning Tree Lane Carmel, IN 460323. Owner: Mike & Margot BurksB. Contract Documents, 10/25/2010 were prepared by RWA Architects, Inc.C. The Work consists of single-family residence and site work, as described in the documents.D. Work Not Included: The following will be provided by others:1. Carpet, cushion, and accessories; including installation.2. Wall coverings, window treatments and furnishings including installation.3. Landscaping vegetation including grasses, trees and shrubs.E. Governing Code:1. Indiana Residential: Indiana 1 & 2 family dwelling code: International Residential Code and Indiana amendments, with most current adopted additions.F. Design Requirements:1. Design Loads:a. Floors, Stairs, and Exterior Decks: 40psf live + 10 psf deadb. Attics (no storage): 10psf live + 10 psf deadc. Roofs (slope >3:12): 20psf live + 15psf deadd. Roofs: 25psf live + 15psf deade. Basic Wind Speed (based on 3-second gust): 90 mph2. Design Maximum Allowable Live Load Deflections:a. Rafters sloping > 3:12 without finished ceiling: L/180b. Interior walls and partitions: H/180c. Floors and finished ceilings: L/360d. All other structural members: L/240e. Exterior walls with plaster or stucco finish: H/360f. Exterior walls – wind loads taken as 0.7 times component and cladding loads for purpose of determining deflection limitslimitsi. Brittle finishes: L/240ii. Flexible finishes: L/1201.2 WORK RESTRICTIONSA. Contractor’s Use of Premises: During construction, Contractor shall have full use of site. Contractor’s use of premises is limited only by Owner’s right to perform work or employ other contractors on portions of Project.B. Use of premises: All contractors shall instruct their employees not to trespass on adjoining properties unless permission to do so has been secured by the adjoining property’s owner prior to trespass. Such properties shall be kept clear of all debris connected with the construction of the project.C. Smoking: Smoking shall not be allowed on, in, or around the construction site.D. Foul Language: Foul or offensive language shall not be allowed on, in, or around the construction site.3 SECTION 012100 -ALLOWANCES1.1 PROCEDURESA. At the earliest practical date after award of the Contract, advise Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work.B. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.C. Unless noted otherwise in the Allowance Schedule below, Allowances shall include the cost of material, taxes, freight and delivery to Project site. Contractor’s costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products included under allowance shall be included as part of the Contract Sum and not part of the allowance.1.2 SCHEDULE OF ALLOWANCESA. Include the following allowances in Contract Sum. Specify the total amount figured for each allowance in the original bid:1. Section 085200 – Wood Windows: Provide the following allowances for hardware upgrades to manufacturer’s standard product offering.a. Exterior Doors (by window manufacturer): i. Single Doors: $600 per single door.ii. French Doors: $1000 per pair of doors.b. Windows:i. Double Hung Windows: $50 per window.ii. Casement Windows: $50 per window.2. Section 087100 – “Door Hardware”: Provide the following allowances for the purchase and delivery of door hardware. Include the cost of door prep, hardware installation and keying in the base bid.a. Exterior Doors: i. Single door with thumb-latch entry set: $1,250.00 per door.ii. Single door with deadbolt hardware: $515.00 per door.iii. Double door with multi-point hardware: $2,500.00 per pair of doors.b. Interior Doors: i. Passage set: $425.00 per door leafii. Privacy set: $450.00 per door leafiii. Full Dummy: $350.00 per door leafiv. Half Dummy: $175.00 per door leaf c. Hinges: $100/pr.d. Door Stops: Allow the sum of $25.00 per door for the purchase and delivery of doorstops.e. Pocket doors: (Include track and rollers in the base bid)i. Non-locking/passage: $180.00 per door slabii. Locking/privacy: $195.00 per door slab3. Section 102800 – “Bathroom Accessories Allowance”: Allow the following sums for the purchase and delivery of Bath Accessories. Include the cost of installation in the base bid.a. Bath #1: $150.00 b. Bath #1: $150.00c. Shared Bathroom: $175.00d. Master Bathroom: $500.00 4. Section 123200 – “Wood Casework”:a. Cabinet Hardware: Allow the sum of $20.00 for the purchase and delivery of each door and drawer pull5. Section 265000 – “Lighting”: Include the allowances specified in the Decorative Lighting Fixture Schedule for the purchase and delivery of Decorative Lighting Fixtures. Include the cost of installing fixtures in the base bid. Include the cost for recessed lighting fixtures, under-cabinet lighting fixtures, and other specified lighting fixtures in the base bid. 4 SECTION 012600 -CONTRACT MODIFICATION PROCEDURES1.1 MINOR CHANGES IN THE WORKA. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time on AIA Document G710.1.2 PROPOSAL REQUESTSA. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the desription will include supplemental or revised Drawings and Specifications.1. Proposal Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change.2. Within the time specified in the Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and Contract Time necessary to execute the change.B. Contractor-Initiated Proposal Requests: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Architect.1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.1.3 PROCEDURESA. On Owner’s approval of a proposal from Contractor, the Contractor will will issue a Change Order on AIA Document G701, for all changes to Contract Sum or Contract Time.5 SECTION 012900 -PAYMENT PROCEDURES1.1 SCHEDULE OF VALUESA. Contractor’s bid or project estimate shall be submitted to the Architect in an approved Schedule of Values format. The Schedule of Values shall be updated upon award of contract and shall serve as the Continuation Sheet to be used in all subsequent Applications for Payment.B. Format: Contractor may propose a format for Architect’s approval, use AIA G703, or may use the form provided by the Architect.C. Content: Use the Written Specifications table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.1. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment.2. Allowances: Provide a separate line item in the Schedule of Values for each allowance.1.2 APPLICATIONS FOR PAYMENTA. Submit 2 signed and notarized copies of each Application for Payment on AIA Document G702 with approved Continuation Sheet, according to the schedule established in Owner/Contractor Agreement.1. Submit final Application for Payment after completion of project closeout procedures with release of liens and supporting documentation. Deliver evidence of completion of Project closeout requirements (including Owner’s manuals) prior to or with final Application for Payment. Include consent of surety to final payment and insurance certificates.6 SECTION 013000 -ADMINISTRATIVE REQUIREMENTS1.1 GENERAL PROJECT REQUIREMENTSA. Verify layout information shown on Drawings, in relation to property survey and existing benchmarks, before laying out the Work.B. Coordinate construction to ensure efficient and orderly execution of each part of the Work.C. Inspection of Site: All contractors shall visit the site to check and verify existing conditions before submitting a bid. No subsequent claims for extra compensation arising from existence of visible discrepancies between actual conditions and those shown on drawings will be considered. D. Safety Precautions: 1. Safety Precautions and Programs: The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Contract.2. Safety of Persons and Property: The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury, or loss to: a. employees on the Work and other persons who may be affected thereby,b. the work materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody, or control of the Contractor or Subcontractors,c. and other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavement, roadways, structures, and utilities not designated for removal, relocation, or replacement in the course of construction.3. Supervision and Construction Procedures: If the Contract Documents give specific instructions concerning construction means, methods, techniques, sequences, or procedures, the Contractor shall evaluate and be fully and solely responsible for the jobsite safety thereof, except as follows:a. If the Contractor determines that such means, methods, techniques, sequences, or procedures may not be safe, the Contractor shall give timely written notice to the Owner and Architect and shall not proceed with that portion of the Work without further written instructions from the Architect.b. If the Contractor is then instructed to proceed with the required means, methods, techniques, sequences, or procedures without acceptance of changes proposed by the Contractor, the Owner shall be solely responsible for any loss or damage arising solely from those requirements.E. Guarantees:1. Neither the final certificate for payment, nor any provision in the Contract Documents, nor partial or entire use or occupancy of the building by Owner shall constitute an acceptance of work not done in accordance accordance with the Contract Documents, or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects in the work and pay for any damage to other work resulting there from which shall appear within a period of one (1) year from date of final acceptance, unless a longer period is specified. The Architect and/or Owner will give notice of observed defects with reasonable promptness.F. RWA Architects, Inc. holds a copyright on all drawings and specifications contained herein for this project. Any publication or reuse of these documents without the expressed written consent of RWA Architects, Inc. is prohibited.1.2 PROJECT MANAGEMENT AND COORDINATIONA. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to the Owner and Architect, but no later than 15 days after execution of the Agreement. Hold the conference at the Project Site. Review list of attendees and agenda with Architect prior to the conference.C. Construction Schedule: Contractor shall develop and maintain a detailed project schedule that includes both the Work to be performed and the administrative work to be coordinated. The Schedule should include times for submittals to be delivered to the Architect and times for the Owner and/or Architect selections to be made known to the Contractor. 1.3 SUBMITTAL PROCEDURESA. Provide submittals for any substitutions for materials or products specified in the contract documents as well as for any products where submittals are requested by individual Sections of this Written Specification.B. Coordinate submittal preparation with construction schedule, fabrication lead-times, other submittals, and activities that require sequential operations.1. No extension of Contract Time will be authorized due to failure to transmit submittals in time to permit processing sufficiently in advance of when materials are required in the Work.C. Coordinate each submittal with other submittals and with work that does not require submittals.D. Product Data: Mark each copy to show applicable choices and options. Include the following:1. Data indicating compliance with specified standards and requirements.2. Notation of coordination requirements.3. For equipment data, include rated capacities, dimensions, weights, required clearances, and furnished specialties and accessories.E. Shop Drawings: Submit newly prepared information drawn to scale. Do not reproduce Contract Documents or copy standard information. Submit a minimum of 1 black-line print on sheets sized appropriately to the information contained and not smaller than 8-1/2 by 11 inches. Architect will return 1 print. Include the following:1. Dimensions, profiles, methods of attachment, coordination with adjoining work, large scale details, and other information, as appropriate for the Work.2. Identification of products and materials.3. Notation of coordination requirements.4. Notation of dimensions established by field measurement.5. Identification of deviations from Contract Documents.F. Samples: Submit Samples finished as specified and identical with the material proposed. Where variations are inherent in the material, submit sufficient units to show limits of the variations. Include product name and name of the manufacturer.G. Architect will review each submittal, mark as appropriate to indicate action taken, and return copies less those retained. Compliance with specified requirements remains Contractor’s responsibility.7 SECTION 013543 – ENVIRONMENTAL PROCEDURES1.1 RADON MITIGATIONA. General Contractor shall contract with licensed radon mitigation professional.B. Radon mitigation system shall be designed and installed according to US EPA standards as well as state and local codes.C. Electrician shall locate junction box in easily accessible area of attic to accommodate future exhaust fan.D. Review routing of mitigation piping from basement to roof with Architect.8 SECTION 014000 -QUALITY REQUIREMENTS1.1 SECTION REQUIREMENTSA. Supervision and Expediting: Each contractor shall maintain competent superintendence on the job during the progress of his work. He shall also provide adequate and timely supply to the work at proper time to avoid delays. Note: Any and all questions that arise during the bidding or construction phases of this contract shall be directed to the Architect and not the Owner.B. Quality-control services include inspections, tests, and related actions including reports. Quality-control services are further specified in other Sections of these Specifications and shall be performed by independent testing agencies provided by Contractor or Owner, as specified.1. Unless otherwise indicated, indicated, Owner will provide quality-control services required by authorities having jurisdiction.C. Contractor is responsible for scheduling inspections and tests.D. Retesting: Contractor shall pay for retesting where results of inspections and tests prove unsatisfactory and indicate noncompliance with requirements.E. Auxiliary Services: Cooperate with agencies performing inspections and tests. Provide auxiliary services as requested. Notify agency in advance of operations requiring tests or inspections, to permit assignment of personnel. Auxiliary services include the following:1. Access to the Work.2. Incidental labor and facilities to assist inspections and tests.3. Adequate quantities of materials that require testing, and assisting in taking samples.4. Facilities for storage and curing of test samples.5. Security and protection of samples and test equipment.F. Duties of Testing Agency: Testing agency shall cooperate with Architect and Contractor in performing its duties. Agency shall provide qualified personnel to perform inspections and tests.1. Agency shall promptly notify Architect and Contractor of irregularities or deficiencies observed in the Work during performance of its services.2. Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work.3. Agency shall not perform duties of Contractor.G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities.1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.2. NVLAP: a testing agency accredited according to NIST’s National Voluntary Laboratory Accrediation Program.1.2 SUBMITTALSA. Qualification Data: Include proof of qualificationsof the Testing Agency in the form of a recent report on the inspection of the testing agency by a recognized authority.B. Testing agency shall submit a certified written report of each inspection and test to the Owner, Architect, Contractor, Structural Engineer, and Authorities having jurisdiction, when authoritiees so direct. Reports of each inspection, test, or similar service shall include at least the following:1. Name, address, and telephone number of testing agency.2. Project title and testing agency’s project number.3. Designation (number) and date of report.4. Dates and locations where samples were taken or inspections and field tests made.5. Names of individuals taking the sample or making the inspection or test.6. Designation of the product and test method.7. Complete inspection or test data including an interpretation of test results.8. Ambient conditions at the time of sample taking and testing.9. Comments or professional opinion on whether inspected or tested Work complies with requirements.10. Recommendations on retesting or reinspection.11. Name and signature of laboratory inspector.9 SECTION 015000 -TEMPORARY FACILITIES AND CONTROLS1.1 SECTION REQUIREMENTSA. Standards: Comply with NFPA 241, “Standard for Safeguarding Construction, Alterations, and Demolition Operations”; ANSI A10 Series standards for “Safety Requirements for Construction and Demolition”; and NECA Electrical Design Library’s “Temporary Electrical Facilities.”1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.B. At the earliest possible time, when acceptable to Owner, change over from use of temporary utility services to use of permanent utilities.C. Remove temporary facilities and controls before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner.1.2 TEMPORARY UTILITIESA. General: Install temporary utility service or connect to existing service. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.B. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low termperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Use of gasoline-burning heaters and open-flame heaters is not permitted.C. Sanitary Facilities: Provide temporary toilets for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.1.3 SUPPORT FACILITIESA. Provide field offices, storage trailers, and other support facilities as necessary for efficient execution of the Work.B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Propose methods and locations for temporary roads, paved areas, and construction parking areas within the project construction limits to the Architect prior to construction.C. Waste Disposal Facilities: Refer to Section 017419 “Construction Waste Management and Disposal.”1.4 TEMPORARY CONTROLSA. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.B. Tree and Plant Protection: Install temporary fencing located as indicated or allow one foot of protective radius for each inch of tree trunk diameter for trees to remain to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion.C. Provide temporary environmental controls as required by authorities having jurisdiction including, but not limited to, erosion and sediment control, dust control, noise control, and pollution control.10 SECTION 016000 -PRODUCT REQUIREMENTS1.1 SECTION REQUIREMENTSA. Where specifically required by the Written Specifications, provide products of same kind from a single source. The term “product” includes the terms “material,” “equipment,” “system,” and similar terms. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLINGA. Deliver, store, and handle products according to manufacturer’s written instructions, using means and methods that will prevent damage, deterioration, and loss, including theft.1. Schedule delivery to minimize long-term storage and to prevent overcrowding construction spaces.2. Deliver in manufacturer’s original sealed packaging with labels and written instructions for handling, storing, protecting, and installing.3. Inspect products at time of delivery for compliance with the Contract Documents and to ensure items are undamaged and properly protected.4. Store heavy items in a manner that will not endanger supporting construction.B. Comply with product manufacturer’s written instruction for temperature, humidity, ventilation, and weather-protection requirements for storage.1.3 PRODUCT SUBSTITUTIONSA. Reasonable and timely requests for substitutions will be considered. Substitutions include products and methods of construction differing from that required by the Contract Documents and proposed by Contractor after award of Contract.1. Submit one copy of each request for product substitution. Identify product to be replaced and provide complete documentation showing compliance of proposed substitution with applicable requirements. Include a full comparison with the specified product, a list of changes to other Work required to accommodate the substitution, and any proposed changes in Contract Sum or Contract Time should the substitution be accepted.2. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection.1.4 PRODUCT OPTIONSA. Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation.1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect.B. Do not attach manufacturer’s labels or trademarks, except for required nameplates, on surfaces exposed to view in occupied spaces or on the exterior.C. Select products as follows:1. Where only a single product or manufacturer is named, provide the item indicated. No substitutions will be permitted without written approval.2. Where two or more products or manufacturers are named, provide one of the items indicated. No substitutions will be permitted without written approval.3. Where products or manufacturers are specified by name, accompanied by the term “or equal,” provide the named item or comply with provisions concerning “product substitutions” to obtain approval for use of an unnamed product or manufacturer.4. Where a product is described with required characteristics, with or without naming a brand or trademark, provide a product that complies with those characteristics and other Contract requirements.5. Where compliance with performance requirements is specified, provide products that comply and are recommended in writing by the manufacturer for the application.6. Where compliance with codes, regulations, or standards, is specified, select a product that complies with the codes, regulations, or standards referenced.D. Unless otherwise indicated, Architect/Owner will select color, pattern, and texture of each product from manufacturer’s full range of options.1.5 OWNER-FURNISHED PRODUCTSA. The following products will be furnished by Owner and shall be installed by Contractor as part of the Work:1. Exterior stone veneer (Coordinate w/Owner & Architect).2. Audio /Visual equipment and coordination.3. Cabinets.11 SECTION 017300 -EXECUTION1.1 EXAMINATION AND PREPARATIONA. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work.C. Acceptance of Conditions: Examine substrates and conditions for compliance with manufacturer’s written requirements including, but not limited to, surfaces that are sound, level, and plumb; substrates within installation tolerances; surfaces that are smooth, clean, and free of deleterious substances; and application conditions within environmental limits. Proceed with installation only after unsatisfactory conditions have been corrected.1. Prepare substrates and adjoining surfaces according to manufacturer’s written instructions, including, but not limited to, filler and primer application.1.2 PROGRESS CLEANINGA. General: Clean Project site and work areas daily, including common areas. B. Site: Maintain Project site free of waste materials and debris.C. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. Do not leave trash in foundation overdig area, wall cavities, or the like.D. Installed Work: Clean installed work at time of installation; Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. Provide maintenance on complete construction as frequently as necessary through the remainder of the construction period.12 SECTION 017419 – CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL1.1 SUMMARYA. This Section includes administrative and procedural requirements for the following:1. Salvaging nonhazardous demolition waste.2. Recycling nonhazardous demolition and construction waste.1.2 SALVAGING DEMOLITION WASTEA. Salvaged Items for Reuse in the Work: Clean salvaged items. Package in marked containers. Store items in a secure area until installation. Notify Architect of anticipated cost of storage if applicable. Install salvaged items to comply with installation requirements for new materials and equipment.B. Salvaged Items for Sale or Donation: Unless noted otherwise, reusable products to be removed shall be salvaged for sale or donation. Reusable products include, but are not limited to, cabinets, doors, plumbing fixtures, lighting fixtures, and equipment. Prior to demolition, coordinate plan for salvaging items for sale or donation with the Architect.1. Revenues, tax credits, and other incentives received from salvaged items accrue to the Owner. Submit credit invoices with Applications for Payment.C. Salvaged Items for Owner’s Use: Clean and package salvaged items. Identify contents of containers. Coordinate storage location with Owner.1.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTEA. Contractors shall minimize the creation of construction and demolition waste on the jobsite. Contractors shall separate unused building elements and packaging and either take materials to a recycling center or use on-site recycling containers. General Contractor to provide and coordinate on-site recycling containers for the following construction waste:1. Plastics -#1 and #22. Glass -any color3. Aluminum, steel, and bi-metals4. Paper, -any color or gloss5. Cardboard – corrugated and noncorrugated6. Copper7. Electrical wire – with or with out insulation 8. Gypsum wall board -unpainted9. Clean dimensional wood under 14 1/2” longB. General Contractor shall provide clearly marked on-site containers for each material. One container can hold several materials if a recycler will take several materials unseparated.1. In lieu of on-site containers for each material, Contractor may choose to subcontract with waste removal company that sorts waste for recycling.C. General Contractor shall coordinate transportation of on-site containers to recyclers.D. General Contractor shall provide invoice receipts and/or documentation of all materials recycled from on-site containers. 1. If Contractor subcontracts with waste removal company, submit receipts from subcontractor to document recycled materials. E. All profits for on-site material container recycling shall be returned to the Owner.F. Contact Architect for suggested recycling facilities.G. All Subcontractors shall provide Waste Management Plan with bid.H. All Subcontractors shall provide invoice receipts and/or documentation of all materials recycled off-site. I. Waste management plans and implementation shall be discussed at the following meetings:1. Pre-construction meetings2. Regular jobsite meetingsJ. Any specific directive concerning construction waste in other Sections will override this Section.13 SECTION 017700 – CLOSEOUT PROCEDURES1.1 SUMMARYA. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to the following1. Inspection procedures.2. Warranties.3. Final cleaning.1.2 SUBSTANTIAL COMPLETIONA. Request Substantial Completion inspection once the following are complete:1. Advise Owner of pending insurance changeover requirements.2. Submit Record Drawings and Specifications, maintenance manuals, warranties, and similar record information.3. Deliver spare parts, extra materials, and similar items.4. Changeover locks and transmit keys to Owner.5. Complete startup testing of systems and instruction of operation and maintenance personnel.6. Remove temporary facilities and controls.7. Complete final cleanup.8. Touch up, repair, and restore marred, exposed finishes.9. Obtain final inspections from authorities having jurisdiction.10. Obtain certificate of occupancy. Provide the Architect with a copy of the certificate.B. Inspection: On receipt of a request for inspection, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items that must be completed before certificate will be issud.1.3 FINAL COMPLETIONA. Before requesting final inspection for determining date of Final Completion, complete the following:1. Submit a final Application for Payment2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.3. Submit pest-control final inspection report and warranty.4. Instruct Owner or Owner’s personnel in operation, adjustment, and maintenance of products, equipment, and systems. a. Provide the Owner with binder(s) with all maintenance manuals, warranties and bonds organized clearly and neatly.B. Inspection: On receipt of a request for final inspection, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1.4 CLOSEOUT SUBMITTALSA. Operation and Maintenance Data: Organize data into three-ring binders, with pocket folders for folded sheet information, based on the Written Specifications table of contents. Mark identification on front and spine of each binder. Include the following:1. Emergency instructions.2. Copies of warranties.3. Shop Drawings and Product Data.1.5 FINAL CLEANINGA. Clean each surface or item as follows before requesting inspection for certification of Substantial Completion:1. Remove labels that are not permanent.2. Clean transparent materials, including mirrors. Remove excess glazing compounds. Replace chipped or broken glass.3. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Leave concrete floors broom clean.4. Vacuum carpeted surfaces and wax resilient flooring.5. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures. Clean light fixtures and lamps.6. Clean the site. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface.7. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.8. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned-out bulb and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent fixtures to comply with requirements for new fixtures.14 SECTION 033000 -CAST-IN-PLACE CONCRETE1.1 SECTION REQUIREMENTSA. Submittals: Concrete delivery field tickets indicating strength of concrete and mix.B. Comply with the following publications:1. ASTM C 94; ACI 301, “Specification for Structural Concrete”2. ACI 117, “Specifications for Tolerances for Concrete Construction and Materials”3. CRSI’s “Manual of Standard Practice”, except as modified by supplemental requirements elsewhere in these specificationsC. Pre-installation conference: Notify Architect at least 48 hours prior to pouring concrete with steel reinforcing.1.2 MATERIALSA. Deformed Reinforcing Bars: ASTM A 615, Grade 60.B. Plain Steel Wire: ASTM A 82, as drawn.C. Steel Welded-Wire Fabric: ASTM A 185, flat sheets, not rolls.D. Anchor bolts: Per Section 051200 Structural SteelE. Portland Cement: ASTM C 150, Type I or II. Supplement with:1. Fly Ash: ASTM C 618, Class C or F.F. Aggregates: ASTM C 33, uniformly graded.G. Fiber Reinforcement: ASTM C 1116, Type III, synthetic fibers, 1/2 to 1 inch. Synthetic Industries, Inc.’s Fibermesh Inforce e3 is approved for use. Submit a written proposal for substitution to the Architect prior to construction.H. Air-Entraining Admixture: ASTM C 260.I. Chemical Admixtures: No additives are permitted without prior approval by the Structural Engineer.J. Vapor Retarder: Clear 6-mil-thick polyethylene sheet.K. Liquid Membrane-Forming Curing and Sealing Compound: ASTM C 1315, clear, Type I, Class A, waterborne.L. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork.M. Slip Sheets: 2 Layers ASTM D226, Type 1, No.15, asphalt saturated felt.N. Slab Edge Separation: where slab edge meets foundation wall, provide Sealtight Deck-O-Foam 1/4” thick expansion joint filler, or approved equal.1.3 MIXESA. Proportion normal-weight concrete mixes to provide the following properties:1. Compressive Strength: Unless noted otherwise, 3500 psi at 28 days, normal aggregate. 2. Concrete for exterior flatwork, garage slab, walks, etc.: F’c = 4500 psi, (5% -7% entrained air). Minimum cement content = 520 #/c.y., maximum water/cement ratio = 0.45.3. Concrete for exterior exposure including foundation walls and retaining walls: 4000 psi (5% -7% entrained air). Maximum water/cement ratio = 0.50.4. Concrete for elevated slabs: F’c = 5000 psi, normal aggregate, (6% -8% entrained air). Minimum cement content = 564 #/c.y., maximum water/cement ratio = 0.40. Site addition of water is not permitted. Design mix for on site addition of super plasticizer if increased slump is required by Contractor.5. Concrete for footings: F’c = 3500 psi. 1.4 CONCRETINGA. Footings: All footings shall bear on level (within 1 and 12) undisturbed soil. Allowable bearing pressure for soil under under typical spread footings is 1500psf.B. Construct formwork and maintain tolerances and surface irregularities within ACI 117 limits of Class A for concrete exposed to view and Class C for other concrete surfaces.1. Beam pockets in concrete walls shall have a height to match depth of beam, be 1” wider than the beam width, and provide a minimum of a 4” beam bearing length. Solid grout or solid steel shims shall be placed below beam bearings if required.2. Set anchor bolts as per Section 051200 Structural Steel.C. Place vapor retarder on prepared subgrade (minimum 6 inches of pea gravel over compacted satisfactory soil), with joints lapped 6 inches and sealed. Do not cut or puncture. Repair any damage and reseal vapor retarder before placing concrete.D. Accurately position, support, and secure reinforcement.1. At corners and intersections of footings, walls and grade beams, provide bent bars of equal size and at same spacing as typical reinforcing around corner and/or into abutting footing, wall or grade beam. Bars shall have embedment of 30 diameters (18” min.). 2. Lap splice reinforcing bars 48 diameters unless otherwise noted. Lap welded wire fabric mesh 12”.3. Reinforcing for interior slabs on ground shall be 6X6 -W2.9X W2.9 (42#) mesh or #4 bars at 18” O.C. each way, unless noted otherwise.4. Reinforcing for exterior slabs on ground shall be #4 bars at 18” O.C. each way unless noted otherwise.E. Install isolation, contraction, and construction joints where indicated on the plans, as indicated in the structural notes, and as follows. 1. Isolation Joints in Slabs-on-Grade: After removing formwork, Install full-depth joint-filler strips at slab junctions with vertical surfaces, including, but not limited to, column pedestals, foundation walls, and grade beams.2. Contraction Joints in Slabs-on-Grade: Form weakened plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness.3. Construction Joints: Install so so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.F. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment.G. All slabs on grade including garage slab, basement slab, and exterior porch slabs, shall contain fibrous reinforcing at a dosage of 1.5 pounds per cubic yard.H. At slab and wall opening corners and reentrant corners, provide (1) #5 bar in each face parallel to each edge extending a minimum of 2’-0” past edge of opening. This steel may be omitted if typical wall steel exceeds this minimum requirement.I. Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing.1. When the temperature is less than 40 degrees F., the temperature of the concrete shall be maintained between 50 degrees F and 70 degrees F for 7 days. Comply with ACI 306.12. During hot weather, comply with ACI 301.J. Include costs for protection of concrete during during cold weather pouring as line item in Base Bid. If costs are not incurred for weather protection Owner shall not be charged.K. Formed Surface Finish: Smooth-formed finish for concrete exposed to view, coated, or covered by waterproofing or other direct-applied material; rough-formed finish elsewhere. L. Slab Finishes: 1. Garage Slab: Steel Trowel Finish.2. Basement Slab: Steel Trowel Finish.3. Porch and Terrace Rough Slabs: Scratch finish for surfaces to receive mortar setting beds.4. Hearth Slab: Scratch finish for surfaces to receive mortar setting beds.M. Cure formed surfaces by moist curing for at least seven days.N. Begin curing concrete slabs after finishing. Apply membrane-forming curing and sealing compound to concrete.O. Protect concrete from damage. Repair surface defects in formed concrete and slabs.P. Repair slabs not meeting surface tolerances by grinding high areas and by applying a repair underlayment to low areas receiving floor coverings and a repair topping to low areas to remain exposed.15 SECTION 042000 -UNIT MASONRY 1.1 SECTION REQUIREMENTSA. Submittals: Samples for each type and color of exposed masonry units and colored mortars.B. Comply with ACI 530.1/ASCE 6/TMS 602.C. Brick masonry shall conform to all requirements of “Building Code Requirements for Engineered Brick Masonry”, 1969, Brick Institute of America.D. Mockups: Construct sample wall panels approximately 48 inches long by 48 inches high to demonstrate aesthetic effects and qualities of materials and execution for each type of exposed unit masonry assembly.1.2 MASONRY UNITSA. Concrete Masonry Units: ASTM C 90; Grade N, Type 1.1. Below grade units: ASTM C-33, Normal Weight.2. Above grade units: ASTM C-331, Normal Weight.B. Concrete Brick:1. Typical Units: ASTM C-55, Grade N.2. Load Bearing Units: ASTM C-145, Grade N, Type 1.C. Face Brick (for sills & headers): ASTM C216 Grade SW. Minimum compressive strength shall be 3,000 p.s.i. for a 5 brick average with an individual brick minimum of 2,500 p.s.i.1. Product: Match existing face brick @8180 North Pennsylvania Street Indianapolis, IN 46240.D. Firebrick: ASTM C-1261 Firebox Brick for residential fireplaces. 1. Whitacre Greer, phone (800)947-2837. Color: Buff. Size 8 1/4” x 4” x 2 1/2”2. Superior Clay Corporation, phone (800) 848-6166. Color: Buff. Size: 9” x 4 1/2” x 2 1/2”E. Clay Flue Lining Units: ASTM C 315.F. Special Shapes and Units shall conform to specifications above.1.3 MORTAR AND GROUTA. Mortar for Unit Masonry: Comply with ASTM C 270, Property Specification.1. For masonry below grade or in contact with earth, use Type M.2. For mortar parge coats, use Type S or N.3. For exterior, above grade, load-bearing walls; for interior non-load-bearing partitions and for other applications where another type is not indicated, use Type N.4. In cold weather, International Masonry Industry All-Weather Council recommendations for setting from 40 to 20 degrees Fahrenheit shall be followed, except that no additives shall be used in the setting mortar and that below 20 degrees Fahrenheit all work shall be done in heated enclosures. Do not use calcium chloride or other additives in mortar.B. Color of mortar to match existing @8180 North Pennsylvania Street Indianapolis, IN 46240.C. Grout: ASTM C 476 with a slump of 8 to 11 inches.D. Refractory Mortar: Pre-mixed refractory mortar, Heat-Stop or approved equal.1.4 REINFORCEMENT, TIES, AND ANCHORSA. Steel Reinforcing Bars: ASTM A 615, Grade 60.B. Joint Reinforcement: ASTM A 951, hot-dip galvanized at both interior and exterior walls.1. Wire Diameter for Side Rods: 9 gauge.2. Wire Diameter for Cross Rods: 9 gauge.3. For single-wythe masonry, provide either ladder design or truss design.C. Corrugated-Metal Veneer Anchors: 18-gauge by 7/8 inch wide by 7 inches long, hot-dipped galvanized. Space anchors 24” vertically and 16” horizontally, unless noted otherwise. Anchors shall be securely fastened into wood framing materials.1.5 EMBEDDED FLASHING MATERIALSA. Sheet Metal Flashing: As specified in Division 09 Section “Sheet Metal Flashing and Trim.”B. Flexible Flashing (where indicated in Drawings): As specified in Division 07 Section “Flexible Flashings.”1.6 MISCELLANEOUS MASONRY ACCESSORIESA. Compressible Filler: Premolded strips complying with ASTM D 1056, Grade 2A1.B. Weep Holes: Clear polypropylene honeycomb vent in verticle grout joints @top and bottom of wall. Space per code or as indicated on drawings, whichever is greater.1. Description: QV-Quadro-Vent by Homann & Barnard, Inc. (www.H-B.com), or equal as approved by Architect.C. Acidic Masonry Cleaner: As per BIA technical note #20 and/or #14.D. Drainage and ventilation mat: Driwall Rainscreen 040-1 by Keene Building Products, PO Box 241353, Mayfield Heights, OH 44124, Phone: (877) 514-5336; www.keenebuilding.com. 1. Description: 0.375 inch thick randomly-oriented 3-dimensional mat heat laminated to a non-woven fabric. Comes in 48” wide x 100’ long rolls. Install with fabric face to the exterior.1.7 INSTALLATION, GENERALA. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. Masonry work below 40 degrees Fahrenheit shall comply with “Construction and Protection Recommendations for Cold Weather Masonry Construction” of the Brick Institute of America.B. Hot-Weather Requirements: Comply with hot weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.C. Where masonry veneer is to be installed on wood frame walls, install drainage and ventilation mat full-height in air space.D. Cut masonry units with saw. Install with cut surfaces and, where possible, cut edges concealed.E. Mix units for exposed unit masonry from several pallets or cubes as they are placed to produce uniform blend of colors and textures.F. Stopping and Resuming Work: Rack back units; do not tooth.G. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated.1. Solid units shall be used at top of load bearing walls.H. Keep cavities clean of mortar droppings and other materials during construction. Strike joints facing cavities flush.I. Set firebox brick in full bed of refractory mortar with full head joints. Make joints approximately 1/8 inch wide and tool smooth.J. Firebox brick shall be laid as stretchers in running bond pattern unless otherwise specified in drawings.K. Set clay flue liners in full beds of refractory mortar to comply with ASTM C 1283.L. Bond pattern for exposed face brick: Running bond, unless otherwise indicated.M. Joint tooling for exposed face brick: Concave.1.8 LINTELSA. Install steel lintels where indicated and above all masonry flat head openings.B. Minimum bearing of 8 inches at each jamb, unless otherwise indicated.1.9 FLASHING AND WEEP HOLESA. Install embedded flashing and weep holes in masonry at shelf angles, lintels, window sills, door sills, ledges, ledges, other obstructions to the downward flow of water in the wall, and where indicated.B. Place through-wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing before covering with mortar.1. Extend flashing 4 inches into masonry at each end and turn up 2 inches to form a pan.C. Trim round polyethylene tubing wicking material used in weep holes flush with outside face of wall after mortar has set.1.10 CLEANINGA. Clean masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.B. Final Cleaning: After mortar is thoroughly cured, remove large mortar particles, scrub, and rinse unit masonry.1. Wet wall surfaces with water before applying acidic cleaner, then remove cleaner promptly by rinsing thoroughly with clear water. 2. Do not use muratic acid.3. Do not pressure wash masonry.16 SECTION 044300 -STONE MASONRY1.1 SECTION REQUIREMENTSA. This section includes the following applications of stone masonry:1. Stone veneer anchored to wood framing and sheathing.2. Stone trim around windows, doors and the like.B. Submittals: 1. Samples for each type and color of exposed masonry units and colored mortars.2. Qualification data for masonry contractor, including a list of completed projects.C. Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen subgrade or setting beds. Do not lay stone masonry veneer when temperature is below freezing.D. Mockups: Construct sample wall panels approximately 48 incheslong by 48 incheshigh to demonstrate aesthetic effects and qualities of materials and execution for each type of exposed stone masonry assembly.1.2 STONE MATERIALSA. Limestone Trim: Indiana Limestone, comply with ASTM C568.B. Stone Veneer: Match existing stone veneer @8180 North Pennsylvania Street Indianapolis, IN 46240. Coordinate supplier information, location with Owner prior to ordering stone.1.3 MORTAR MATERIALSA. Mortar for Stone Masonry Veneer: ASTM C 270, Proportion Specification, Type N for setting setting stone, Type N for pointing.1. Masonry Cement: Do not use masonry cement.2. Low-Alkali Cement: For limestone, use portland cement with not more than 0.60 percent total alkali per ASTM C 114.3. Do not use calcium chloride.B. Color of mortar to match existing @8180 North Pennsylvania Street Indianapolis, IN 46240.1.4 STONE MASONRY-VENEER ANCHORSA. Adjustable Masonry Veneer Anchors: 12 gauge, hot-dipped galvanized. Space anchors 24” vertically and 16” horizontally, unless noted otherwise.1. Embed veneer anchors in mortar joints of stone masonry at least halfway, but not less than 2 inches, through stone masonry and with at least 5/8 inch cover on outside face.2. Type: DW-10, by Homann and Barnard (www-h-b.com), or equal as approved by Architect.1.5 EMBEDDED FLASHING MATERIALSA. Sheet Metal Flashing: As specified in Division 09 Section “Sheet Metal Flashing and Trim.”B. Flexible Flashing (where indicated in Drawings): As specified in Division 07 Section “Flexible Flashings.”1.6 MISCELLANEOUS MATERIALSA. Dampproofing for Limestone: Cementitious or bituminous dampproofing recommended by ILI.B. Weep Holes: Round polyethylene tubing, 3/8-inch O.D. Maximum spacing 32” O.C. and located immediately above flashing.C. Job-Mixed Masonry Cleaner: 1/2-cup trisodium polyphosphate and 1/2-cup laundry detergent dissolved in 1 gal. of water.D. Drainage and ventilation mat: Driwall Rainscreen 040-1 by Keene Building Products, PO Box 241353, Mayfield Heights, OH 44124, Phone: (877) 514-5336; www.keenebuilding.com 1. Description: 0.375-inch thick randomly-oriented 3-dimensional mat heat laminated to a non-woven fabric. Comes in 48” wide x 100’ long rolls.1.7 STONE FABRICATIONA. Gage backs of stones to be adhered with face area more than 81 sq. in.B. See drawings for shapes, profiles and locations of stone trim.C. Finish for stone trim units: Selected by Architect from Manufacturer’s samples.1.8 SETTING OF STONE MASONRY, GENERALA. Accurately mark stud centerlines on face of sheathing or air barrier before beginning stone installation. Anchor stone masonry to stud framing with corrugated veneer anchors.B. Anchor stone masonry to concrete with corrugated-metal veneer anchors unless otherwise indicated. Secure anchors by inserting dovetailed ends into dovetail slots in concrete.C. Coat concrete and unit masonry backup with asphalt dampproofing.D. Where stone veneer is to be installed on wood frame walls, install drainage and ventilation mat full-height in air space.E. Execute stone masonry veneer by skilled masons experienced with the kind and form of stone and installation method indicated. Arrange stones for good fit, in pattern indicated. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance matching approved mock-up.F. Maintain uniform joint widths of 1/4 to 1/2 inch, except for variations due to stone size variations and minor variations required to maintain bond alignment.G. Install concealed flashing and weep holes at shelf angles, lintels, ledges, and similar obstructions to downward flow of water.1. Extend flashing 4 inches into masonry at each end and turn up 2 inches to form a pan.2. At stud-framed walls, extend flashing through stone masonry, up the face of sheathing at least 8 inches and behind the weather-resistant sheathing paper. Issues: RWA Architects, Inc. 2771 Observatory Ave. Cincinnati, OH 45208 Office: 513-321-9506 Fax: 513-321-9507 Sheet No.: Date: Checked By: Drawn By: Commission No. Sheet Contents: Burks Residence 2011 Burning Tree Lane Carmel, IN 46032 Permit Set: 10-0708 DEB 10/15/2010 Written Specifications Copyright © 2010 RWA Architects, Inc. All rights reserved JJI 10/25/2010 Pricing Set: 11/12/2010 D J. ITECT HCRA No. 9400134 STATE OF ID N I ANA TERE SIGER NHOJ ISCH Revision 1: 12/20/2010 1.9 POINTINGA. Point stone joints by placing and compacting mortar in layers not greater than 3/8 inch. Compact each layer thoroughly and allow to become thumbprint hard before applying next layer.B. Tool joints, when pointing mortar is thumbprint hard, with a smooth jointing tool to produce the following joint profile indicated:1. Joint Profile: Smooth, flat face recessed 1/4 inch below edges of stone (raked joint).1.10 CLEANINGA. Clean masonry as work progresses. Remove mortar fins and smears before tooling joints.B. Final Cleaning: After mortar is thoroughly cured, remove large mortar particles, scrub, and rinse stone masonry veneer.C. Verify suitability of face brick cleaner for use on stone prior to cleaning.17 SECTION 051200 -STRUCTURAL STEEL FRAMING1.1 SECTION REQUIREMENTSA. Submittals: Shop Drawings.B. Comply with AISC’s “Specification for Structural Steel Buildings—Allowable Stress Design and Plastic Design,” RCSC’s “Specification for Structural Joints Using ASTM A 325 or A 490 Bolts,” and AWS D1.1, “Structural Welding Code—Steel.”1.2 STRUCTURAL STEEL AND ACCESSORIESA. W-Shapes: ASTM A 992/A 992MB. Channels, Angles, Plates, and Bars: ASTM A 36/A36M, carbon steel. All structural steel shall be primed.C. Cold-Formed Hollow Structural Sections: ASTM A 500, Grade B, structural tubing.D. Steel Pipe: ASTM A 53/A 53M, Type E or S, Grade BE. Pipe Shapes: shall be ASTM A53, Types E or S Grade B.F. Bolts, Nuts, and Washers: ASTM A 325-N, Type 1, high-strength heavy hex steel structural bolts; ASTM A 563 heavy hex carbon-steel nuts; and ASTM F 436 hardened carbon-steel washers, uncoated.1. Unless noted otherwise bolt diameters shall be 3/4” diameter.G. Primer: Manufacturer’s standard lead-and chromate-free, nonasphaltic, rust-inhibiting primer, Tnemec Series V10 or equal. H. Grout: ASTM C 1107, nonmetallic, shrinkage resistant, factory-packaged, noncorrosive, nonstaining, mixed with water to consistency suitable for application and a 30-minute working time.I. Adjustable lally columns shall not be used. All steel pipe columns shall be field measured and cut to length.J. Anchor Bolts shall be 1/2” diameter set at 32” on center max. and 12” max from all corners and/or intersections of foundation walls. Embed 7” minimum into concrete. Anchor bolts in contact with Preservative-Treat ed Wood shall be hot-dipped galvanized.K. Galvanized Steel: Hot dipped.L. Schedule for steel lintels supporting masonry veneer, unless noted otherwise in the drawings shall be: 1. Openings up to 4’-0”: (3-1/2” x 3-1/2” x 3/8”) steel angle;2. Openings 4’-0” to 6’-0”: (4” x 3-1/2” x 3/8”) steel angle LLV;3. Openings 6’-0” to 8’-0”: (6” x 3-1/2” x 3/8”) steel angle LLV;4. Openings 8’-0” to 9’-0”: (7” x 4” x 3/8”) steel angle LLV;5. See drawings for lintel sizes over 9’-0”.1.3 FABRICATIONA. Fabricate structural steel according to AISC specifications and tolerance limits of AISC’s “Code of Standard Practice for Steel Buildings and Bridges” for structural steel.B. Shop Priming: Prepare surfaces according to SSPC-SP 2 or SSPC-SP 3. Shop prime steel to a dry film thickness of at least 1.5 mils. Do not prime surfaces to be embedded in concrete or mortar or to be field welded.C. Holes shall be drilled -not burned. 1. Where indicated in the drawings provide a 2x wood plate bolted to the top flange of all steel beams with 3/8” diameter bolts staggered at 2’-0” O.C. Holes shall be 7/16” diameter.D. Fabricator is responsible for design of connections. Unless specific end moments and reactions are indicated on drawings, design and fabricate connections to resist the maximum uniform load capacity of the member for the span increased by 15 percent, but no more than the shear capacity of the member.1.4 ERECTIONA. Erect structural steel according to AISC specifications and within erection tolerances of AISC’s “Code of Standard Practice for Steel Buildings and Bridges.”B. Set base and bearing plates on wedges, shims, or setting nuts. Tighten anchor bolts, cut off wedges or shims flush with edge of plate, and pack grout solidly between bearing surfaces and plates.C. Field connections shall be bolted except where welded connections are indicated on the structural drawings.1. Bolted Connections: Install and tighten non-high-strength bolts, unless high-strength bolts are indicated. Snug tighten high-strength bolts according to RCSC’s “Specification for Structural Joints Using ASTM A 325 or A 490 Bolts.”D. Weld Connections: Comply with AWS D1.1.1. Field Welds: shall be AWS E70XX, Low hydrogen electrodes.18 SECTION 061000 -ROUGH CARPENTRY1.1 SUMMARYA. This Section includes the following:1. Framing with dimension lumber.2. Framing with engineered wood products3. Wood blocking, furring and sleepers.1.2 DIMENSION LUMBER FRAMINGA. Dressed lumber, S4S, 15 percent maximum moisture content for 2-inch thickness or less, marked with grade stamp of inspection agency.B. Dimension Lumber: The following grades per inspection agency indicated.1. Non-Load-Bearing Interior Partitions (2X4’s and 2X6’s): Standard grade or better Western Spruce/Pine/Fir, S./P./F.2. Load-Bearing Exterior Partitions (2X6’s, unless noted otherwise): Standard grade or better Western Spruce/Pine/Fir, S./P./F.3. Framing Other Than Non-Load-Bearing Partitions (2X8’s and larger): #1 Southern Yellow pine.1.3 TREATED MATERIALSA. Preservative-Treated Materials: AWPA C2 lumber, labeled by an inspection agency approved by ALSC’s Board of Review. After treatment, kiln-dry lumber to 19 percent moisture content. Treat items indicated on Drawings and the following:1. All members in contact with masonry or concrete.2. Wood floor plates installed over concrete slabs and foundation walls directly in contact with earth.3. In contact with flashing or waterproofing.4. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.5. Within 18 inches (450 mm) of grade.6. Exposed to weather, and intended to be left unfinished. B. Surface Treatment of Field Cuts to Structural Beams and Columns: All field cuts on members that provide structural support to a permanent structure shall be field treated in accordance with AWPA M4.C. Products: Preservatives shall be Micronized Copper Quaternary (MCQ). No ACQ or CCA preservative treated products shall be used.1. Provide wood treatment by or under license from Osmose, Inc., PO Drawer O, 1016 Everee Inn Road, Griffin, GA 30224-0249. Tel: (800) 241-0240 or (770) 233-4200. Fax: (770) 229-5225. E-mail: treatedwood@osmose.com. Website: www.osmose.coma. Use 0.15 lb /cu. ft. of MCQ preservative retention for applications above ground.b. Use 0.34 lb /cu. ft. of MCQ preservative retention for applications with full ground contact, including sill plates, and for immersion in freshwater.D. Exposure: allow materials exposed to incidental moisture to dry thoroughly prior to covering with vapor or moisture-retarding finish materials.E. Quality Mark: All MCQ preservative-treated wood members shall bear an end tag or permanent ink stamp indicating the following:a. Name of wood treating company.b. Treatment plant city and state.c. Symbol “Micronized Copper Quaternary Compounds.”d. Preservative retention level.e. Approved use.f. ESR number.g. Third party inspection agency.F. Application and Installation1. MCQ to be used to pressure treat the following species: Southern Pine, Ponderosa Pine, Red Pine, Incised Hem-Fir, Radiata Pine, Caribbean Pine, and German Scots Pine Decking.2. Do not allow the wood to be exposed to standing water or water immersion.3. Sill Plate: Where applicable, provide sill plate of MCQ preservative treated Southern Pine.4. Use hot dip galvanized, stainless steel, or other fasteners and hardware as recommended by the hardware manufacturer and meet building code requirements.G. Finishing1. Prepare MCQ preservative treated wood for application of finishes in accordance with manufacturer’s recommendations. Sand surfaces lightly, clean and verify proper moisture content prior to finishing.2. Apply paint or stain in accordance with Section 099100 “Painting.” If applying a paint, stain, clear water repellant or other finish to our preservative treed wood, follow the manufacturer’s instructions and label of the finishing product. Apply the finishing product to a small exposed test area to insure it provides the intended result before proceeding.H. References1. Reference: American Wood-Preservers’ Association (AWPA) Standards used for quality control of MicroPro/Smart Sense: 1. AWPA Analytical Standards A2-06, A3-05, A9-01, A-11-93, A17-03, A18-05, A21-00, A36-04, A37-05.2. Reference: ICC Evaluation Service Inc.: 1. ICC-ES Report No. ESR-19801.4 ENGINEERED WOOD PRODUCTSA. Engineered wood products acceptable to authorities having jurisdiction and with allowable design stresses, as published by manufacturer, that meet or exceed those indicated. Manufacturer’s published values shall be demonstrated by comprehensive testing.B. Laminated-Veneer Lumber: Laminated with an exterior-type adhesive complying with ASTM D 2559, with grain of veneers parallel to their lengths.1. Extreme Fiber Stress in Bending: Fb = 2900 psi for 12-inch nominal-depth members.2. Modulus of Elasticity, Edgewise: E = 2,000,000 psi.3. Horizontal Shear: Fv = 285 psi.4. Compression perpendicular to grain: Fc = 800 psi. 5. Products: Microlam L.V.L. by Truss Joist and/or Timber Max L.V.L. of the thickness and depth and length as indicated in the drawings. Install per manufacturer’s recommendations. Multiple members are to be fastened according to the manufacturer’s fastening schedule. Note: Do not cut, notch, or drill.C. Wood I-Joists: Prefabricated units, I-shaped in cross section, made with solid or structural composite lumber flanges and wood-based structural panel webs, let into and bonded to flanges. Provide units complying with material requirements of and with structural capacities established and monitored according to ASTM D 5055.1. Structural Properties: Provide units with depths and design values not less than those indicated. Where not indicated in drawings, refer to Design Loads indicated in Section 011000.2. Provide units complying with APA PRI-400, factory marked with APA trademark indicating nominal joist depth, joist class, span ratings, mill identification, and compliance with APA standard.3. Rim Boards: Product designed to be used as a load-bearing member and to brace wood I-joists at bearing ends, complying with research/evaluation report for I-joists.a. Thickness: 1 1/4 inches.b. Provide performance-rated product complying with APA PRR-401, rim board plus grade, factory marked with APA trademark indicating thickness and grade.1.5 MISCELLANEOUS PRODUCTSA. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot-dip zinc coating per ASTM A 153 or of Type 304 stainless steel. 1. Power-Driven Fasteners: NES NER-272.2. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers.3. Threaded Rods: ASTM A307. Sizes and embedment as indicated on the drawings.4. Epoxy Adhesive Anchors: Epcon “Ceramic 6” Epoxy manufactured by ITW Ramset/Redhead or Hilti equilivant. Install per manufacturer’s recommendations. Substitutes may be considered: Submit manufacturer’s data prior to installation.5. Expansion Anchors: Manufactured by Hilti and shall be the type, size, and embedment indicated on drawings. Install per manufacturer’s recommendations. Substitutes may be considered, submit manufacturer’s data to Structural Engineer prior to installation.B. Metal Framing Anchors: Hot-dip galvanized steel of structural capacity, type, and size indicated. 1. Products: Simpson Strong-Tie Connectors. Install to manufacturer’s installation recommendations and nailing pattern. Any substitutions must be approved in advance by Structural Engineer.C. Sill-Sealer Gaskets: Glass-fiber-resilient insulation, fabricated in strip form; .25 inch nominal thickness, compressible to 1/32 inch.1.6 INSTALLATIONA. Fit rough carpentry to other construction; scribe and cope for accurate fit. Correlate location of furring, blocking, and similar supports to allow attachment of other construction.B. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with Table R602.3(1), “Fastener Schedule for Structural Members,” and Table R602.3(2), “Alternate Attachments,” developed by the International Code Council in the governing code referenced in Section 011000—Summary.C. Installation of roof trusses or rafters:1. Install Simpson H2.5 Hurricane anchors at bearing points of alternating roof trusses and rafters. H2.5 Hurricane anchors to be installed as specified in the manufacturer’s instructions.D. Installation of wood framing:1. Review locations of HVAC grilles, recessed light fixtures etc. with subcontractors and Architect prior to framing.2. Firestopping and draftstopping shall be installed in all locations required by applicable building codes.3. Wall studs shall line up with joists of floor below where possible.4. Joists shall be provided below all interior partitions that run parallel with the joists unless noted otherwise. Joists shall be spaced to align with each outer edge of plate above providing space for mechanicals.5. Notches in non-load bearing wall studs are not to exceed one-fourth of the stud width, and no holes are to be bored greater than 40% of the stud width. Notches at the end of the joists are not to exceed one-fourth of the joist depth. Notches in top or bottom of the joists are not to exceed one-sixth of the joist depth nor be located in the middle one-third of the span. No holes are to be bored larger than one-third of the joist depth, within two two inches of the top or bottom of the joists, nor within two feet of joist bearing. No holes or notches are allowed in beams unless approved by the Structural Engineer.6. All bearing points shall be continuously blocked thru floor framing down to solid bearing on foundation wall or interior steel beam.7. All composite beams with steel flitch plates shall be through-bolted together with 1/2” diameter bolts at 12” o.c. staggered top to bottom, with (4) bolts at each end, unless noted otherwise on plans.8. All multiple 2x headers and multiple micro lam or parallam beams shall be fastened together at the top and bottom into each adjacent member with (minimum) two rows of 16d nails at 12”o.c. for beam depths less than 12 inches. For depths greater than 12 inches, through-bolt with 1/2” diameter bolts at 12” o.c. staggered top and bottom.9. 2x6 and 2x4 Sill Plates shall be pressure treated and shall be fastened with anchor bolts over closed-cell foam sill seal insulation.10. All bearing points under concentrated concentrated loads, at the support points of beams and headers, and where indicated in a wall on the drawings, shall be at least the width of the bearing and the structural member.a. At spans up to 6’-0” wide: bearing points at wall openings shall be a minimum of (1) one cripple stud fastened to (1) one full height stud with 8d nails at 16” o.c.b. At spans greater than 6’-0” wide, Unless noted otherwise on drawings: bearing points at wall openings shall be minimum of (2) two cripple studs fastened to (1) one full height stud with 8d nails at 16” o.c.11. Headers supporting wood framing: Unless noted otherwise on drawings:a. Openings up to 5’-0”: (2) 2x8’sb. Openings 5’-0” to 7’-0” wide: (2) 2x10’s. c. Openings 7’-0” to 10’-0” wide: (2) 2x12’s.19 SECTION 061600 – SHEATHING1.1 SUMMARYA. This Section includes the following:1. Wall and roof sheathing.2. Subflooring and underlayment.3. Building wrap. 1.2 WOOD PANEL PRODUCTSA. Wood-Based Structural-Use Panels, General: Either DOC PS 1 or DOC PS 2, factory marked with APA Rating. 1. Provide panels with span ratings required by support spacing indicated.2. Install panels according to APA recommendations for use specified.B. Exterior Wall Sheathing: C-D Exposure 1, Group 1 plywood (”CDX”) with “C” side to the exterior. Full four foot-wide sections of sheathing shall be located at ends of each exterior wall and at least every 25 feet of wall length.1. Thickness: 1/2 inch2. Edge: Square3. Provide 1/8” space at all edge and end joints between panels.C. Roof Sheathing (for slopes greater than 3:12): C-D Exposure 1, Group 1 plywood (”CDX”) with “C” side to the exterior. 1. Thickness for slopes less than or equal to 3:12: 3/4 inch2. Thickness for slopes greater than 3:12: 5/8 inch3. Edge: Square4. Install plyclips for 24” rafter/truss spacing.5. Provide 1/8” space at all edge and end joints between panels.D. Subflooring:1. AdvanTech Flooring, by Huber Engineered Woods. Install according to manufacturer’s recommendation for glueing and nailing.a. Thickness: 23/32 inchb. Edge: Tongue and Groove c. Provide 1/8” space at all edge and end joints between panels.E. Oriented Strand Board and Particle Board shall not be used as a substitution for any panel products.1.3 PRESERVATIVE-TREATED PLYWOODA. Preservative Treatment by Pressure Process: AWPA C9. After treatment, kiln-dry plywood to 15 percent moisture content.B. Mark plywood with appropriate classification marking of an inspection agency acceptable to authorities having jurisdiction.C. Application: Treat items indicated on the Drawings and plywood in contact with masonry or concrete or used with flashing and/or waterproofing.D. Preservatives shall be Micronized Copper Quaternary (MCQ). No ACQ or CCA preservative treated products shall be used.1.4 WEATHER-RESISTANT SHEATHING PAPERA. Building Wrap: ASTM E 1677, Type I air retarder; with flame-spread and smoke-developed indexes of less than 25 and 450, respectivel, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities having jurisdiction.1. For frame walls to receive Portland cement plaster, wood siding or masonry veneer: Tyvek StuccoWrap by Dupont, Dupont Merck Plaza, PO Box 80705, Wilmington, DE 19880, www.dupont.com.B. Building-Wrap Tape: Tape recommended by building-wrap manufacturer.C. Fasteners for Weather-Resistant Sheathing Paper:1. For wood-framed construction: 1-inch diameter high-density polyethylene cap w/1” min. length nails – do not staple. Space per manufacturer’s recommendations.1.5 MISCELLANEOUS MATERIALSA. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01, approved for use indicated by manufacturers of both adhesives and panels.1. Use adhesives that have a VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA method 24).B. Flexible Flashing: Self-adhesive, rubberized-asphalt compound, bonded to a high-density, polyethylene film to produce an overall thickness of not less than 0.025 inch.C. Moldable Flashing Tape: Tyvek FlexWrap by Dupont. Install at door and window openings as per manufacturer’s instructions.D. Fasteners for Wall and Roof Sheathing Panels: Provide fasteners with corrosion-protective coating having a salt-spray resistance of more than 800 hours according to ASTM B 117.1. Staples shall not be used on sheathing.1.6 WOOD STRUCTURAL PANEL INSTALLATIONA. Securely attach to substrate by fastening as indicated, complying with the following:1. NES NER-272 for power driven fasteners.2. Table R602.3(1), “Fastener Schedule for Structural Members,” and Table R602.3(2), “Alternate Attachments,” developed by the International Code Council in the governing code referenced in Section 011000—Summary.3. APA Form No. E30KB. Fastening Methods: 1. Subflooring: Glue and nail to framing. Fasten AdvanTech Flooring according to manufacturer’s written instructions.2. Sheathing: Nail to framing. All sheathing shall be nailed to wood framing with 8d nails at 6 inches on center at panel edges, 12 inches on center at intermediate supports unless noted otherwise.3. Underlayment: Nail to subflooring.1.7 WEATHER-RESISTANT SHEATHING-PAPER INSTALLATIONA. Building Wrap: Install after sheathing is installed and before windows and doors are installed. Install lower level barrier prior to upper levels to ensure proper shingling of layers.1. Overlap wrap at corners by a minimum of 12 inches.2. Overlap wrap at vertical seams by a minimum of 6 inches.3. Overlap lower levels of wrap with upper levels by a minimum of 6 inches.B. Ensure building wrap is plumb and level with foundation, and unroll lapping wrap over the sill plate interface. Secure to the foundation with a polyurethane or latex-based joint sealer.C. Extend building wrap over window and door openings.D. Attach building wrap to exterior sheathing with plastic cap fasteners every 12 to 18 inches on vertical stud line.E. Prepare window and door rough openings as per “Installation Instructions for Dupont Tyvek FlexWrap” available from manufacturer or Architect.F. Tape all horizontal and vertical seams of barrier. 1. Tape a patch over all tears and cuts in barrier.20 SECTION 061753 – SHOP-FABRICATED WOOD TRUSSES1.1 SUMMARYA. This Section includes the following:1. Wood roof trusses.B. Structural Performance: Engineer, fabricate, and erect metal-plate-connected wood trusses to withstand design loads without exceeding deflection limits of ANSI/TPI 1, “National Design Standard for Metal-Plate-Connected Wood Truss Construction”; ‘Design Specifications for Metal Plate Connected Wood’ (TPI-85) or ‘Design Specification for Metal Plate Connected Parallel Chord Trusses’ (PCT-80) by the Truss Plate Institute, Inc.C. Submittals: Product Data, Shop Drawings, and structural analysis data signed and sealed by a qualified professional engineer registered in the state where the Project is located.1. Shop drawings shall also show all design and fabrication data, temporary and permanent bracing requirements, permanent bracing requirements for web compression members, and handling and erection instructions. An erection plan locating all trusses shall also be provided.2. Unless noted otherwise trusses shall be designed for loads indicated in the drawings.3. The truss supplier shall design all truss to girder truss connections and indicate fasteners, hangers, etc. on the erection drawings.D. Manufacturer Qualifications: Engage a manufacturer that is a member of TPI and that complies with quality-control procedures in TPI 1 for manufacture of connector plates.E. Comply with ANSI/TPI 1; TPI HIB, “Commentary and Recommendations for Handling Installing & Bracing Metal Plate Connected Wood Trusses”; and AFPA’s “National Design Specification for Wood Construction” and its “Supplement.”F. Design wood trusses to bear on the exterior wall unless indicated otherwise on the construction documents.1.2 MATERIALSA. Dimension Lumber: Comply with DOC PS 20, “American Softwood Lumber Standard,” any species, graded visually or mechanically.B. Connector Plates: Fabricate connector plates to comply with TPI 1 from hot-dip galvanized steel sheet complying with ASTM A 653/A 653M; Structural Steel (SS), high-strength low-alloy steel Type A or B (HSLAS Type A or HSLAS Type B); G60 (Z180) coating designation; and not less than 0.036 inch thick.C. Fasteners: Hot-dip galvanized per ASTM A 153 or stainless steel, Type 304 or 316, where exposed to weather or to high relative humidities. Size and type indicated.D. Metal Framing Anchors: Manufactured from hot-dip, zinc-coated steel sheet complying with ASTM A 653, G60 coating designation; structural, commercial, or lock-forming quality, as standard with manufacturer for type of anchor indicated.1.3 FABRICATIONA. Fabricate wood trusses within manufacturing tolerances of ANSI/TPI 1 and connect truss members by metal connector plates.1.4 INSTALLATIONA. Install and brace trusses according to “Commentary and Recommendations For Handling, Installing And Bracing Metal Plate Connected Wood Trusses” (TPI HIB) and “Recommended Design Specification For Temporary Bracing Of Metal Plate Connected Wood Trusses” (TPI DSB), unless more strict bracing is required by the truss manufacturer. This bracing shall remain as permanent bracing. Bracing in the plane of the top chord may be removed when the top chord is laterally braced by plywood sheathing. Space trusses as indicated; install plumb, square, and true to line; and securely fasten to supporting construction.B. Anchor trusses securely at all bearing points using metal framing anchors and fasten securely.C. Securely connect each truss ply required for forming built-up girder trusses. Anchor trusses to girder trusses.D. Install and fasten permanent bracing during truss erection. Anchor ends of permanent bracing where terminating at walls or beams.E. Install wood trusses within installation tolerances of ANSI/TPI 1.F. Do not alter, cut, or remove truss members.G. Remove and replace wood trusses that are damaged or deficient.H. Wood trusses shall not bear on any interior partitions unless indicated to do so on the construction documents.I. At Exterior gable Ends:1. Provide 2 X 4 X 10’ long horizontal braces perpendicular to gable end wall at 4’ on center. Nail braces to gable end and to top of the bottom chord of each truss with (2)-10d nails.2. Toenail gable end truss to top plate of stud wall with 10d toenails at 16” on center.3. Gable end trusses shall not be taller than 8’-9”. Greater than 8’-9” high shall utilize sloped stud walls following the profile of the trusses.21 SECTION 062000 -FINISH CARPENTRY1.1 SUMMARYA. This Section includes the following site-fabricated carpentry:1. Interior and exterior standing and running trim.2. Exterior siding.3. Plywood soffits.4. Shelving and clothes rods.5. Interior stairs and railings.B. Related Sections: Shop-fabricated wood cabinetry is specified in Section 123530 – Residential Casework.1.2 MATERIALS, GENERALA. Lumber Standards: DOC PS 20 and grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review.B. Softwood Plywood: DOC PS 1.C. Hardwood Plywood: HPVA HP-1.1.3 STANDING AND RUNNING TRIMA. Interior Trim:1. AWI Custom Grade2. Wood species: a. Opaque Finishes: Clear Poplar or Pine, not finger-jointed.b. Transparent Finishes: See Drawings for wood species. 3. Wood Molding Patterns: Running trim shall match profiles indicated in the Drawings. Where specific manufacturers are called out in the Drawings, Contractor may provide products matching profile and wood species from an alternate manufacturer.B. Exterior Lumber Trim:1. Wood species: Clear vertical grain, certified kiln dried, smooth-textured Redwood or Western Red Cedar. Lumber shall not be finger jointed. Sizes as indicated in drawings, smooth face exposed.2. Finishing: Lumber shall be primed and backprimed. Backprime all siding and prime all cuts. Backpriming shall be compatible with final finish.3. Fasteners & Adhesives: Nails shall be stainless steel finish nails and penetrate to a minimum of 1 1/2” into wood beyond the trim. Use only exterior grade adhesives for any trim that is required to be glued up or that is manufactured glued up.C. Installation: Install all standing and running trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 36 inches long except where absolutely necessary.1. Cope at returns and miter at corners. 2. Use scarf joints for end-to-end joints. 3. Stagger end joints in adjacent and related members.1.4 EXTERIOR SIDINGA. Hardboard Siding:1. Hardiplank Lap Siding: “Smooth”; James Hardie Siding Products, 1-888 542-7343.2. Exposure: 6 inchB. Install drainage and ventilation mat over building wrap prior to installation of siding, in accordance with manufacturer’s recommendations. 1. Home Slicker by Benjamin Obdyke (800) 346-7655; www.benjaminobdyke.comC. Installation: Nail siding at each stud. Do not allow nails to penetrate more than one layer of siding, unless otherwise recommended by siding manufacturer. Seal joints at inside and outside corners and at trim locations.1.5 PLYWOOD SOFFITSA. Plywood Type: Exterior, Grade A-C; Smooth cedar or redwood face.1. Thickness: 1/2”1.6 CLOSET SHELVINGA. Horizontal Shelving: 1. Shall be solid wood shelves.2. Shall be 3/4” plywood veneer shelving with minimum 3/4” solid wood edge band. Where stained, plywood veneer shall match the species of the cabinetry.B. Vertical Shelving Supports: 1. Shall be 3/4” plywood veneer shelving with minimum 3/4” solid wood edge band. Where stained, plywood veneer shall match the species of the cabinetry.C. Clothes Rods: 1 5/8” diameter chrome tubing with chrome flanges to fit tubing. 1.7 INTERIOR STAIRS AND RAILINGSA. First Floor to Basement Front Set.1. General: Stairs and Handrails shall be field measured before ordering and fabrication.2. AWI Grade: Custom3. Interior Treads: 1-1/16-inch, clear, kiln-dried, edge-glued pine stepping with half-round nosing.a. Species: Treads shall be Heart Pine to match existing @8180 North Pennsylvania Street Indianapolis, IN 46240 and similar to Kitchen Flooring.b. Stringer: Shall be closed. The material shall be poplar or pine. Finish shall be painted. 4. Interior Risers: 3/4-inch finish boards boards as specified for interior trim, opaque finish.5. Interior Railings:a. Handrail: Profile to be selected by Owner & Architect.. Wood species shall be White Oak. Handrail shall turn back into wall at top and bottom and terminate into “rosette” at the wall. Finish T.B.D.B. Installation of Stairs and Railings: Cut carriages to accurately fit treads and risers and securely anchor to supporting substrates. Glue treads to risers, and glue and nail treads and risers to carriages. Glue and wedge treads and risers to housed stringers. Glue and dowel or pin balusters to treads and railings, and railings to newel posts.1.8 INSTALLATION, GENERALA. Condition interior finish carpentry materials in installation areas for a minimum of 24 hours before installing.B. Allow exterior finish carpentry to acclimate with the surrounding air prior to installation.C. Prime and backprime lumber, including end cuts, for painted finish exposed on the exterior. Seal all lumber surfaces, including end cuts, for transparent finishes exposed on the exterior.D. Seal concealed surfaces of paneling with two coats of sealer.E. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Scribe and cut to fit adjoining work. Refinish and seal cuts.22 SECTION 071416 -COLD FLUID-APPLIED WATERPROOFING1.1 QUALITY ASSURANCEA. Installer Qualifications: Engage a qualified installer, approved by manufacturer to install manufacturer’s products.B. Pre-installation Conference: Contractor shall conduct conference with installer at Project site.1.2 STORAGEA. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by waterproofing manufacturer.B. Remove and replace liquid materials that cannot be applied within their stated shelf life. Protect stored materials from direct sunlight.1.3 WARRANTYA. Special Warranty: Manufacturer’s standard form, signed by Manufacturer and Installer, and agreeing to repair or replace waterproofing that does not comply with requirements or that does not remain watertight for a period of 10 (ten) years after date of Substantial Completion.1.4 PRODUCTSA. Subject to compliance with requirements, provide one of the following systems:1. Fluid applied, 100% Rubber Polymer Waterproofing:a. RPC, Inc. (Rubber Polymer Corporation), Akron, Ohio; Rub-R-Wall Plus b. Drainage Panels: Cosella-Dorken Products Inc.; Delta-MS drainage membrane OR American Wick Drain Corp.; AmerDrain 500.2. Polymer Modified Asphalt Waterproofing:a. Tremco Barrier Solutions; Reynoldsburg, Ohio; TUFF-N-DRIb. Drainage Panels: Tremco Barrier Solutions; WARM-N-DRI, 1 3/16” drainage board.1.5 WATERPROOFING MATERIALSA. Cold Fluid-Applied Waterproofing: Comply with ASTM C 836.B. Provide accessory materials as recommended by the manufacturer.1.6 SURFACE PREPARATIONA. Clean and prepare substrate according to manufacturer’s written recommendations. Provide clean, dust-free, and dry substrate for waterproofing application.1. Verify that substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D 4263.B. Remove grease, oil, bitumen, form-release agents, paints, curing compounds, and other penetrating contaminants or film-forming coatings from concrete.C. Remove fins, ridges, and other projections and fill honeycomb, aggregate pockets, and other voids.D. Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing and at expansion joints, drains, and sleeves according to ASTM C 898 and manufacturer’s written instructions.1. Apply a double thickness of waterproofing and embed a joint reinforcing strip in preparation coat when recommended by waterproofing manufacturer.E. Prepare, treat, rout, and fill joints and cracks in substrate according to ASTM C 898 and waterproofing manufacturer’s written instructions. Remove dust and dirt from joints and cracks complying with ASTM D 4258 before coating surfaces.F. Install sheet flashing and bond to deck and wall substrates where indicated or required according to waterproofing manufacturer’s written instructions.1. Extend sheet flashings onto perpendicular surfaces and other work penetrating substrate according to ASTM C 898.1.7 WATERPROOFING INSTALLATIONA. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or wet substrate, when relative humidity exceeds 85 percent, or when temperatures are less than 5 deg F (3 deg C) above dew point.B. Apply waterproofing according to ASTM C 898 and manufacturer’s written instructions.C. Install protection course according to manufacturer’s written instructions.D. Place and secure molded-sheet drainage panels to substrate according to manufacturer’s written instructions such that backfill does not get behind the drainage panels. If using adhesives, ensure they are compatible with waterproofing. Protect installed drainage panels during subsequent construction.1.8 CURING, PROTECTING, AND CLEANINGA. Cure waterproofing according to manufacturer’s written recommendations, taking care to prevent contamination and damage during application stages and curing.1. Do not permit foot or vehicular traffic on unprotected membrane.B. Protect waterproofing from damage and wear during remainder of construction period.C. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.23 SECTION 072100 -THERMAL INSULATION1.1 RELATED SECTIONA. Section 072180 – Polyicynene Spray Insulation1.2 INSULATION PRODUCTSA. Unfaced, Glass-Fiber Blanket Insulation: ASTM C 665, Type I; consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50 respectively; passing ASTM E 136 for combustion characteristics.1. Insulation shall be Greenguard Certified.2. Sound Attenuated Walls (all bedrooms, offices, bathrooms, mechanical and laundry rooms): Sound-control fiberglass batts sized according to the cavity depth available available and the manufacturer’s written specifications and recommendations unless otherwise noted in the construction documents.3. Sound Attenuated Floors (as indicated on drawings and above Mechanical Room): Sound-control fiberglass batts sized according to the cavity depth available and the manufacturer’s written specifications and recommendations unless otherwise noted in the construction documents.B. Basement walls in unfinished spaces:1. Glass-Fiber Blanket Insulation: Johns Manville Formaldehyde-free Basement Wall Insulation, R-11.2. Faced with Polypropylene-Scrim-Kraft, non-perforated.1.3 INSTALLATION A. Install insulation in areas and in thicknesses indicated or required to produce R-values indicated. Cut and fit tightly around obstructions and fill voids with insulation.B. Install Basement Wall Insulation system per manufacturer’s written instructions.C. If water piping is located within insulated exterior walls, coordinate location of piping to ensure that it is placed on warm side of insulation and insulation encapsulates piping.D. All cracks around windows, doors, electrical boxes, etc. shall be filled with fiberglass insulation.E. Space insulation around all light fixtures which do not carry ICT labels.24 SECTION 072180 – POLYICYNENE SPRAY INSULATION1.1 SECTION REQUIREMENTSA. This Section includes Polyicynene spray insulation to be used at exterior wall and ceiling locations. B. Zone 5 and higher:1. Roofs -Closed cell foam at underside of roof sheathing without vapor barrier2. Walls above grade -Closed cell foam without vapor retarder OR open cell foam with vapor retarder (Certainteed "Mem-brain" product)3. Rim Joists -Closed cell foam without vapor retarder1.2 ENVIRONMENTAL REQUIREMENTSA. Toxicity/Hazardous Materials:1. Outgassing/Reactivity:a. Formaldehyde: Products containing urea-formaldehyde will not be permitted.b. Chlorofluorocarbons (CFCs)/HCFCs: Products and equipment requiring or using CFCs of HCFCs during the manufacturing process will not be permitted.B. Airtightness: Meet specific standards of the Energy Star Program of 1.5 Air Changes per hour at 50 Pa. 1.3 INSULATION PRODUCTSA. Manufacturer: Icynene, Inc.; 6747 Campobello Road; Missassauga, Ontario L5N 2L7 Canada. Telephone 800-758-7325. Fax 905-3630102. Web site: www.icynene.comB. Polyicynene Spray Insulation: Icynene; hydrophobic, low-density, open-cell modified polyicynene; conforming to the following.1. Thermal Resistance (R-Value/inch): ASTM C518; 3.6 hr/sq. ft./degree F/BTU. In.2. Air Permeance (for 5.25 inches of material): ASTM E283; 0.0049 I/m2/second.3. Water Vapor Transmission (for 5 inches of material): ASTM E96; 10 perms.4. Sound Transmission Class (STC): ASTM E90; STC 37 in wood stud wall.5. Noise Reduction Coeffieient (NRC): ASTM E90; NRC-0.7 in wood stud wall.6. Corrosion: No significatnt corrosion when in contact with steel under 85% relative humidity.7. Bacterial or Fungal Growth: No growth; no material deterioration.8. Flame Spread and Smoke Developed Rating: ASTM E84; <20/<400.9. Fuel Contribution: ASTM E84; 0.10. Oxygen Index: ASTM D2863; average value 23.1%.C. Vapor Retarder: Where required by local building code, provide vapor retarder paint or vapor diffusion retarder recommended by insulation manufacturer.1.4 INSTALLATIONA. Applicator: Employ a company specializing in performing the work of this section with a minimum of three (3) years experience that is certified by the manufacturer. B. Deliver materials to the site in manufacturer’s original, unopened containers and packaging, with labels clearly indicating manufacturer and material. Store materias in an area protected from damage (including freezing and overheating) and in accordance with manufacturer’s instructions.C. Verify existing conditions before starting work. Verify that substrate is flat, dry and free of honeycombs, fins, or foreign material that will impede application. Verify that other work on and within spaces to be insulated is complete prior to installation. Notify Architect of conditions that would adversely affect the application. Beginning of installation means that Applicator accepts existing conditions.D. Mask and protect adjacent surfaces and mechanical equipment, ductwork, and piping from overspray or damage.E. Apply insulation in accordance with manufacturer’s written application instructions.F. Apply insulation to a reasonably uniform monolithic density without voids.G. Apply to minimum cured thickness as indicated in the Drawings.H. Apply insulation to fill voids around doors, windows, and accessible service and equipment penetrations.I. Apply insulation to seal voids at truss ends to prevent wind scouring of ceiling insulation.J. Seal plumbing stacks, electrical wiring and other penetrations into attic to control air leakage.K. Apply insulation in unvented roof spaces and cathedral ceiling areas where indicated in the Drawings.L. Apply intumescent paint to all exposed surfaces of open and closed cell insulation.25 SECTION 073113 -ASPHALT SHINGLES1.1 SUMMARYA. This Section includes the following:1. Asphalt Shingles.2. Felt underlayment.3. Waterproof underlayment.4. Ridge vents.B. Submittals: Product Data and Samples.C. Identify each bundle of shingles with appropriate markings of UL or another testing and inspecting agency acceptable to authorities having jurisdiction.1. Fire-Test-Response Classification: ASTM E 108 or UL 790, Class A.2. Wind-Resistance-Test Characteristics: ASTM D 3161 or UL 997, passed.D. Warranty: Manufacturer’s standard form in which manufacturer agrees to repair or replace asphalt shingles that fail in materials within specified warranty period.1. Material Warranty Period: Base Bid shall include Lifetime Warranty. Review final warranty range w/Owner prior to ordering shingles.1.2 GLASS-FIBER-REINFORCED ASPHALT SHINGLESA. Glass-Fiber-Reinforced Shingles: complying with ASTM D 3018, Type I and ASTM D 3462.1. Style: Match existing dimensional shingles @8180 North Pennsylvania Street Indianapolis, IN 46240.B. Provide samples of products that match existing shingles for review and approval by Owner/Architect. 1.3 ACCESSORIESACCESSORIESA. Underlayment:1. Certainteed “Roofers’ Select,” ASTM D 6757; asphalt-impregnanted fiberglass-reinforced organic felt designed for use on roof decks as a water-resistant layer beneath roofing shingles.2. Asphalt-Saturated Organic Felt: ASTM D 4869, Type II (No. 30)B. Waterproof Underlayment: Minimum 40-mil-thick, self-adhering, polymer-modified, bituminous sheet membrane; complying with ASTM D 1970.1. Ultra butyl-based membrane by Grace, 62 Whittemore Ave., Cambridge, MA 02140, www.graceconstruction.com.C. Asphalt Plastic Cement: ASTM D 4586, Type II asbestos free.D. Roofing Nails: ASTM F 1667; Aluminum, stainless steel, or hot-dip galvanized steel conventional roofing nails of sufficient length to penetrate 3/4 inchinto solid decking or at least 1/8 inchthrough plywood sheathing.E. Felt Underlayment Nails: Aluminum, stainless steel, or hot-dip galvanized steel wire with disc caps, 1-inch minimum diameter.1.4 UNDERLAYMENT INSTALLATIONA. Single-Layer Felt Underlayment: Install single layer of felt underlayment on roof deck perpendicular to roof slope in parallel courses. Install shingle style, lapping upper rows above lower rows. Lap sides a minimum of 2 inches over over underlying course. Lap ends a minimum of 4 inches. 1. Install felt underlayment on roof deck not covered by waterproof underlayment. (Do not cover the waterproof underlayment with the felt underlayment.) Lap sides of felt not less than 4” over the top edge of the waterproof underlayment in direction to shed water. Lap ends of felt not less than 6 inches over waterproof underlayment.B. Apply waterproof underlayment at eaves and in place of felt underlayment at valleys, hips, skylights, ridges, dormers, walls, chimneys, and rake edges. Cover deck from eaves to at least 24 inches inside exterior wall line. Install as per “Contractor’s Guide” available from manufacturer. At eaves, install as per Option 2: With Drip Edge Stripped In of “Application Details.” Cover underlayment within seven days.C. Install waterproof underlayment over entire roof area where the roof slope is below 4:12.1.5 ASPHALT SHINGLE INSTALLATIONA. Install metal flashings to comply with requirements in Division 07 Section “Sheet Metal Flashing and Trim.”B. Install sheet metal flashings and asphalt shingles to comply with recommendations in ARMA’s “Residential Asphalt Roofing Manual” and asphalt shingle recommendations in NRCA’s “The NRCA Roofing and Waterproofing Manual.”C. Install asphalt shingles according to manufacturer’s written instructions.D. Install starter strip along lowest roof edge, consisting of an asphalt shingle strip with tabs removed. Extend asphalt shingles 1/2 inch over fascia at eaves and rakes.E. Install first and remaining courses of asphalt shingles stair-stepping diagonally across roof deck with manufacturer’s recommended offset pattern at succeeding courses, maintaining uniform exposure.F. Construct woven and closed-cut valleys.G. Unless otherwise indicated, install roof accessory items according to construction details of NRCA’s “Roofing and Waterproofing Manual.” Coordinate with installation of roof deck, vapor barriers, roof insulation, roofing, and flashing to ensure combined elements are secure, waterproof, and weathertight.H. Install ridge vents according to the manufacturer’ written specifications and instructions. Ridge vents shall be extended to edge of roof in all gable applications. 26 SECTION 076100 -SHEET METAL ROOFING1.1 SECTION REQUIREMENTSA. This section includes the following on-site, roll formed sheet metal roofing:1. Standing-seam metal roofing.B. Sheet Metal Roofing Standard: Comply with SMACNA’s “Architectural Sheet Metal Manual.”.C. Copper Roofing Standard: Comply with CDA’s “Copper in Architecture Handbook.”1.2 WARRANTYA. Special Installer’s Warranty: Specified form in which Roofing Installer agrees to repair or replace components of custom-fabricated sheet metal roofing that fail in materials or workmanship within 2 years from date of Substantial Completion.1.3 ROOFING SHEET METALSA. Cold Rolled Copper Sheet: ASTM B370, H00 Temper, 16 oz./sq.ft.1.4 ACCESSORIESA. Slip Sheet: Rosin-sized building paper, 5 lb/100 sq. ft. slip sheetB. Roof Felt Underlayment: ASTM D 4869 Type II, No. 30 asphalt-saturated organic felt.C. Waterproof Underlayment: Minimum 40-mil-thick, self-adhering, polymer-modified, bituminous sheet membrane; complying with ASTM D 1970.1. Ultra butyl-based membrane by Grace, 62 Whittemore Ave., Cambridge, MA 02140, www.graceconstruction.com.D. Metal Accessories: Matching sheet metal roofing in finish and material required for a complete weathertight roofing system, including clips, flashings, ridge closure strips, trim, copings, fasciae, gutters, and louvers.E. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mildry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.1.5 FABRICATIONA. Fabricate sheet metal roofing to comply with recommendations of SMACNA’s “Architectural Sheet Metal Manual” that that apply to the design, dimensions, metal, and other characteristics of installation indicated.1. Seam Type:a. Standing-Seam Roofing: 1” high, 16 3/4” pan width where indicated on drawings.1.6 INSTALLATIONA. Install felt underlayment and building-paper slip sheet on roof sheathing under sheet metal roofing. Use adhesive for temporary anchorage. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches.B. Waterproof Underlayment: Install waterproof underlayment, wrinkle free, on roof sheathing under sheet metal roofing. Apply where indicated in Drawings, in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 4 inches. Install slip sheet over underlayment. Cover underlayment within 14 days.C. Anchor roofing securely in place, with provisions for thermal and structural movement. Install with concealed fasteners, unless otherwise indicated. D. Separate dissimilar metals with a bituminous coating coating or rubberized-asphalt underlayment.E. Fabricate and install work with lines and corners of exposed units true and accurate. Form exposed faces flat and free of buckles, excessive waves, and avoidable tool marks. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. Fold back sheet metal to form a hem on concealed side of exposed edges, unless otherwise indicated. Center seam layout at each roof.27 SECTION 076200 -SHEET METAL FLASHING AND TRIM1.1 SUMMARYA. This Section includes the following:1. Formed roof drainage system (gutters and downspouts).2. Formed roof flashing and trim.3. Formed wall flashing and trim.B. Standard: Comply with SMACNA’s “Architectural Sheet Metal Manual.” Conform to dimensions and profiles shown unless more stringent requirements are indicated.C. Submittals: Submit shop drawings indicating the layout of gutters and downspouts if proposed location of elements differs from those indicated in Drawings.1.2 SHEET METALSA. Copper: ASTM B 370; temper H00, cold-rolled copper sheet, 16 oz./sq. ft unless noted otherwise.1.3 ROOF DRAINAGE SHEET METAL FABRICATIONSA. Hanging Gutters: Fabricate to cross section indicated, complete with end pieces and outlet tubes. Fabricate in minimum 96” long sections. Furnish gutter brackets fabricated from same metal as gutters, not less than twice the gutter thickness.1. Metal: Copper2. Style: SMACNA style K profile, 6” wide3. Accessories: Bronze wire ball downspout strainers and gutter screens. B. Downspouts: Fabricate rectangular downspouts complete with mitered elbows. Furnish with metal hangers, from same material as downspouts, and anchors.1. Metal: Copper1.4 ROOF AND WALL FLASHING AND TRIMA. Counterflashing: Copper, 20-oz./sq. ft.B. Base Flashing: Copper, 20-oz./sq. ft.C. Apron, Step, Cricket and Backer Flashing: Copper.D. Eave Flashing: Copper, lap up a minimum 4” onto roof.E. Rake Flashing: Copper, 20-oz./sq. ft.F. Metal Drip Edge: Copper, brake-formed sheet metal with at least a 2-inch roof deck flange and a 1-1/2-inch fascia flange with a 3/8-inch drip at lower edge. Furnish in lengths of 8 or 10 feet1.5 ACCESSORIESA. Solder: ASTM B 32, Grade Sn50.B. Asphalt Mastic: SSPC-Paint 12, asbestos free, solvent type.C. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based.1.6 INSTALLATIONA. Comply with SMACNA’s “Architectural Sheet Metal Manual.” Allow for thermal expansion; set true to line and level. Install Work with laps, joints, and seams permanently watertight and weatherproof; conceal fasteners where possible.B. Hanging Gutters: Join sections with riveted and soldered joints. Provide for thermal expansion. Attach gutters at eave or fascia to firmly anchored straps spaced not more than 36 inches apart. Provide end closures and seal watertight.1. Install gutter with expansion joints at locations indicated but not exceeding 50 feet apart. C. Roof-Edge Flashings: Secure metal flashings at roof edges according to FM Loss Prevention Data Sheet 1-49 for specified wind zone.D. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards.E. Fabricate non-moving seams in sheet metal with flat-lock seams. Tin edges to be seamed, form seams, and solder.1. Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets to be soldered to a width of 1-1/2 inches, unless pre-tinned surface would show in finished Work.F. Separations: Separate noncompatible metals or corrosive substrates with a coating of asphalt mastic or other permanent separation.G. Saw cut reglet and embed flashing & counter flashings at masonry locations.28 SECTION 076500 -FLEXIBLE FLASHINGS1.1 SUMMARYA. This Section includes flexible wall flashing system to be used where indicated in Drawings.1.2 FLEXIBLE FLASHING A. Flexible Flashing: Self-sealing, self-healing, fully adhered composite flexible flashing consisting of a 40-mil self-adhesive, cold-applied sheet consisting of 32-mil of rubberized asphalt integrally bounded to an 8-mil, high-density, cross-laminated polyethylene film.1. Perm-A-Barrier Wall Flashing by Grace Construction Products, 62 Whittemore Ave., Cambridge, MA 02410, Phone: (866) 333-3726.2. Provide manufacturer’s standard accessories as recommended by the manufacturer.1.3 INSTALLATIONA. Prime surface to receive flexible flashing with manufacturer’s standard primer.B. Install flashing in accordance with manufacturer’s written instructions. Cover within 14 days of installation.29 SECTION 079200 -JOINT SEALANTS1.1 SECTION REQUIREMENTSA. Submittals: Color Samples.1.2 JOINT SEALANTSA. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions.B. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):1. Sealants: 250 g/LC. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer’s full range.D. Elastomeric Sealants: Comply with ASTM C 920.1. Single-component, nonsag urethane sealant, Type S; Grade NS; Class 25; and Uses NT, M, A, and O. For general exterior use.2. Single-component, mildew-resistant silicone sealant, Type S; Grade NS; Class 25; Uses NT, G, A, and O; formulated with fungicide. Use for interior sealant joints in ceramic tile, stone, and other hard surfaces in kitchens and toilet rooms and around plumbing fixtures.E. Latex Sealant: Single-component, nonsag, mildew-resistant, paintable, acrylic-emulsion sealant complying with ASTM C 834. For interior use only at perimeters of door and window frames and general opaque finish woodwork.1.3 INSTALLATIONA. Comply with ASTM C 1193.B. The contractor shall furnish and install all necessary flashing, caulking, sealants, coatings and other materials required to assure a complete weathertight structure. All exposed flashing shall be self-edging.30 SECTION 081600 -STILE AND RAIL MDF DOORS1.1 SECTION REQUIREMENTSA. Quality Standard: NWWDA I.S.6, “Industry Standard for Wood Stile and Rail Doors.”B. Fire-Rated Wood Doors: Labeled by a testing and inspecting agency acceptable to authorities having jurisdiction based on testing per NFPA 252. Test at atmospheric pressure.C. Safety Glass: Comply with 16 CFR 1201.1.2 STILE AND RAIL MDF DOORS A. Interior Doors: MDF1. Available Products:a. Panel doors by TruStile2. Stile Construction: Core material to be constructed of 42-pound density MDF.a. Stiles shall have hardwood edge, min. 1” thick, extending the full height of the door to improve screw holding. 3. Panel Construction: 42-pound density MDF routed to profile indicated. Panels shall float inside true stile and rail construction. Panels shall be held in place by the sticking and shall have a flexible bumper to keep panels centered.B. Description:1. Panel Configuration: Match existing interior doors @8180 North Pennsylvania Street Indianapolis, IN 46240.2. Stile Thickness: 1 3/8”3. Finish: Factory Primed4. Sticking Type: Match existing existing interior doors @8180 North Pennsylvania Street Indianapolis, IN 46240.5. Panel Type: Match existing interior doors @8180 North Pennsylvania Street Indianapolis, IN 46240.C. Frames: Pine or Poplar with applied stop. Frame width determined by finished wall thickness.1.3 FABRICATION AND FINISHINGA. Fit doors to suit frame-opening sizes and to comply with NWWDA tolerance requirements for prefiitting.1. Bevel doors 1/8” in 2” at lock stile.B. Glaze doors at factory.C. Doors shall be factory primed and finished in the field.D. Machine doors for hardware requiring cutting of doors. Comply with accepted hardware schedules and hardware templates to ensure proper fit of doors and hardware. Seal cut surfaces after fitting and machining.1. Hinged doors shall be fit with square corner butt hinges supplied by the General Contractor and specified by the Architect.1.4 INSTALLATIONA. Condition doors to average humidity in installation area prior to hanging. B. Install fire-rated doors to comply with NFPA 80.C. Align factory-fitted doors in frames for uniform clearances.D. Repair, refinish, or replace factory-finished doors damaged during installation as directed by Architect.31 SECTION 083113 – ACCESS DOORS AND PANELS1.1 SECTION REQUIREMENTSA. Submittals: Product Data1.2 ACCESS DOORS AND PANELSA. Flush panel pull-down attic stairs with exposed trim: Imperial series by Memphis Folding Stairs, phone (800) 231-2349, www.memphisfoldingstairs.com. Choose unit size appropriate for ceiling height. Review options with Architect.1.3 INSTALLATIONA. Install access doors and panels accurately in position. Adjust hardware and door and panel for proper operation.SP1.1 Issues: RWA Architects, Inc. 2771 Observatory Ave. Cincinnati, OH 45208 Office: 513-321-9506 Fax: 513-321-9507 Sheet No.: Date: Checked By: Drawn By: Commission No. Sheet Contents: Burks Residence 2011 Burning Tree Lane Carmel, IN 46032 Permit Set: 10-0708 DEB 10/15/2010 Written Specifications Copyright © 2010 RWA Architects, Inc. All rights reserved JJI 10/25/2010 Pricing Set: 11/12/2010 D J. ITECT HCRA No. 9400134 STATE OF ID N I ANA TERE SIGER NHOJ ISCH Revision 1: 12/20/2010 32 SECTION 083613 -SECTIONAL OVERHEAD DOORS1.1 SECTIONAL OVERHEAD DOORSA. This Section includes electrically operated wood sectional overhead doors.B. Match existing Overhead Garage Doors @8180 North Pennsylvania Street Indianapolis, IN 46240.C. Electrical Operation:1. Electric door operator shall be U.L. approved with solid steel one piece screw drive or full chain drive, with high strength aluminum alloy rail or heavy 13 gauge steel, with 1/2 HP motor, 115 volt, 60 cycle thermo-protected with instant reverse and automatic reset. Unit will have an auto reverse system that will automatically stop and reverse direction if obstructed while closing. Door will open automatically if it should fail to close completely after activation. Unit shall have a manual operated disconnect/reconnect backup system in the event of power failure. Features shall include automatic lighting with 75 watts per bulb solid state 4-1/2 minute light delay, wall buttons at locations as indicated on drawings, 3-function wall console, one button transmitter per each operator.D. Tracks, Supports, and Hardware: Manufacturer’s standard.1.2 INSTALLATIONA. Install door, track, and operating equipment complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports.B. Fasten vertical track assembly to framing at not less than 24 inches o.c. Hang horizontal track from structural overhead framing with angle or channel hangers. Provide bracing and reinforcement as required for rigid installation of track and door.C. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist, or distortion and fitting weathertight for entire perimeter.D. Test and adjust controls and safeties.33 SECTION 085200 -WOOD WINDOWS1.1 SECTION REQUIREMENTSA. This Section includes aluminum-clad wood-framed windows.B. Submittals: Shop Drawings.C. Warranty: Manufacturer’s standard form in which manufacturer agrees to repair or replace wood windows that fail in materials or workmanship within specified warranty period.1. Window: 3 years from date of Substantial Completion.2. Glazing: 5 years from date of Substantial Completion.3. Metal Finish: 5 years from date of Substantial Completion.1.2 WOOD WINDOWSA. Windows shall be manufactured by Marvin Windows in the sizes as indicated on the drawings and shall have the options as stated in the Window Schedule in the drawings.B. Unless noted otherwise, glazing shall be manufacturer’s standard Low-E system.C. Tempered or laminated safety glazing shall be provided in all doors and fixed panels adjacent to doors, all window panes in which the lowest edge is less than 18 inches above the floor, and in all shower and bathtub doors and enclosures and any other area required by the most current version of the local and/or governing building code. See Window Schedule in the drawings.D. Note: All windows designated as EGRESS shall have a minimum net clear opening height of 24” and width of 20” and a minimum net clear area of 5.7 sq. ft. (ground floor openings shall not be less than 5.0 sq. ft.). See Window Schedule in the drawings.1.3 INSTALLATIONA. Set units level, plumb, and true to line, without warp or rack of frames and panels and anchor securely in place.B. Set sill members in bed of sealant or with gaskets, as indicated, to provide weathertight construction.C. Adjust operating panels, screens, and hardware for smooth operation and weathertight closure. Lubricate hardware and moving parts.D. All prefinished windows shall be inspected by the Contractor prior to final application for payment for any blemishes or damage to the factory finish. Any damage detected at that time shall be remedied by the Contractor or window manufacturer prior to final payment.34 SECTION 086200 -UNIT SKYLIGHTS1.1 SECTION REQUIREMENTSA. Submittals: Product Data, Shop Drawings, and Finish Samples.1.2 SKYLIGHTSA. Fixed Skylights (unless noted otherwise in drawings): Velux Model FS-D06 with ComfortPlus laminated Low-E glazing, copper cladding and Veluxe flashing package.1.3 INSTALLATIONA. Coordinate unit skylight installation with installation of substrates, vapor retarders, roof insulation, roofing and flashing as required to ensure that each element of the Work performs properly and that combined elements are waterproof and weathertight. 1. Unless otherwise indicated, install unit skylights according to construction details of NRCA's "The NRCA Roofing and Waterproofing Manual." B. Isolate metal surfaces in contact with incompatible metal or corrosive substrates, including wood, with bituminous coating on concealed metal surfaces.35 SECTION 087100 -DOOR HARDWARE1.1 SECTION REQUIREMENTSA. Allowances: Provide hardware under Hardware Allowance (Exterior Doors), Hardware Allowance (Interior Doors) specified in Division 01 Section -“Allowances.”1.2 INSTALLATIONA. Mount hardware in locations recommended by the Door and Hardware Institute, unless otherwise indicated.B. Unless noted otherwise in the drawings, use (3) hinges for doors 7’-0” tall and shorter and (4) hinges for doors taller than 7’-0”.36 SECTION 088300 -MIRRORS1.1 SUMMARYA. This Section includes Annealed monolithic glass mirrors.B. Glazing Publications: Comply with GANA’s “Glazing Manual” and GANA Mirror Division’s “Mirrors, Handle with Extreme Care, Tips for the Professional on the Care and Handling of Mirrors.”1.2 MATERIALSA. Clear Glass Mirrors: ASTM C 1503, Mirror Select Quality.B. Setting Blocks: Elastomeric material, 80 to 90 Shore A hardness.C. Edge Sealer: Coating compatible with glass coating and approved by mirrored glass manufacturer for use in protecting against silver deterioration at mirrored glass edges.D. Mirror Mastic: An adhesive setting compound, produced specifically for setting mirrored glass by spot application.E. Fasteners: Fabricated of same basic metal and alloy as fastened metal and matching it in finished color and texture where fasteners are exposed.F. Anchors and Inserts: Provide devices as required for mirror hardware installation. Provide toothed or lead-shield expansion-bolt devices for drilled-in-place anchors. Provide galvanized anchors and inserts for applications on inside face of exterior walls and where indicated.1.3 FABRICATIONA. Cutouts: Fabricate cutouts for notches and holes in mirrored glass without marring visible surfaces. Locate and size cutouts so they fit closely around penetrations in mirrored glass.B. Mirror Edge Treatment: Flat polished edge.1.4 INSTALLATIONA. Verify compatibility with and suitability of substrates, including compatibility of mirror mastic with existing finishes or primers.B. Install mirrors to comply with mirror manufacturer’s written instructions and with referenced GANA publications. Mount mirrors accurately in place in a manner that avoids distorting reflected images.C. Provide a minimum air space of 1/8 inch between back of mirror units and face of mounting surface for air circulation.D. Mastic Adhered Mirrors: Mount mirrors with mastic, unless noted otherwise. 1. Apply barrier coat to mirrored glass backing where approved in writing by manufacturers of mirrored glass and backing material.2. Apply mastic in spots to comply with mastic manufacturer’s written instructions for coverage and to allow air circulation between back of mirrored glass units and face of mounting surface.3. After mastic is applied, align mirrored glass units and press into place while maintaining a minimum air space of 1/8 inchbetween back of mirrored glass and mounting surface.E. Mechanically Fastened Mirrors: Install permanent means of support at bottom and top edges with bottom support designed to withstand mirrored glass weight and and top support designed to prevent mirrored glass from coming away from wall along top edges.1. Attach mirror hardware securely to mounting surfaces with mechanical fasteners installed with anchors or inserts as applicable. Install fasteners so heads do not impose point loads on backs of mirrored glass units.2. Where indicated, install mirror hardware in the form of continuous J-channels at bottom and continuous top trim at top. Fasten J-channel directly to wall and attach top trim to continuous cleat fastened directly to wall.a. Fabricate trim in single lengths to fit and cover top and bottom edges of mirrored glass units.F. Protect mirrored glass from breakage and contaminating substances resulting from construction operations.1. Do not permit edges of mirrors to be exposed to standing water.G. Maintain environmental conditions that will prevent mirrors from being exposed to moisture from condensation or other sources for continuous periods of time.37 SECTION 092613 -GYPSUM VENEER PLASTER1.1 SUMMARYA. This Section includes the following:1. Gypsum veneer plaster and gypsum base for veneer plaster.2. Tile backing panels,B. Submittals: Finish samples for textured finishes.C. Fire-Resistance-Rated Assembly: For all wall and ceiling surfaces of garage and where otherwise indicated, comply with requirements of assemblies tested for fire resistance per ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.1.2 GYPSUM VENEER PLASTER MATERIALSA. Two-Component Gypsum Veneer Plaster: ASTM C 587, with separate formulations; one for base-coat and one for finish coat application over substrate.1. Base Coat: Kal-Kote Plaster Base.2. Smooth Finish Coat: Kal-Kote Smooth Finish.B. Gypsum Base for Veneer Plaster: Comply with ASTM C 588/C 588M.1. Ceilings: Regular Type, 5/8” thick.2. Walls: Regular Type, 1/2-inch thick.1.3 ACCESSORIESA. Standard Trim: ASTM C 1047, provided or approved by manufacturer for use in gypsum veneer plaster; galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized steel sheet.B. Joint-Reinforcing Materials: Comply with joint strength requirements in ASTM C 587. Provide joint system as recommended by veneer plaster manufacturer. 1.4 VENEER PLASTERA. Manufacturers: Subject to compliance with requirements, provide products by one of the following:1. National Gypsum Company: Kal-Kote System.2. United States Gypsum Co.: Diamond Brand Finish over Imperial Base.B. For two-component veneer plaster finish system, comply with ASTM C 587.1.5 TILE BACKING PANELSA. Cementious Backer Units: ANSI A108.1, 1/2-inch thick, unless noted otherwise.1. Install at all locations to receive tile.2. Joint treatment: Comply with ASTM C 475.1.6 INSTALLATIONA. Mechanically mix gypsum veneer plaster materials to comply with ASTM C 843 and with gypsum veneer plaster manufacturer’s written recommendations.B. Install gypsum panel products to comply with ASTM C 844 and as follows:1. Isolate veneer plaster assemblies from abutting structural and masonry work.2. Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws.C. Install veneer plaster to comply with ASTM C 843.1. Two-Component Gypsum Veneer Plaster:a. Base Coat: Trowel apply base coat over substrate to uniform thickness of 1/16 to 3/32 inch. Fill all voids and imperfections.b. Finish Coat: Trowel apply finish-coat plaster over base-coat plaster to uniform thickness of 1/16 to 3/32 inch.2. Gypsum Veneer Plaster Finish: Smooth-troweled finish, unless otherwise indicated.D. Fire-Resistance-Rated Assembly in garage: Comply with requirements of listed assemblies.E. Where tile backing panels abut other types of panels in same plane, shim surfaces to produce a uniform plane across panel surfaces.38 SECTION 092900 -GYPSUM BOARD 1.1 SUMMARYA. This Section includes the following:1. Interior gypsum board.2. Tile backing panels.B. Fire-Resistance-Rated Assembly on all surfaces of garage: Provide materials and construction identical to assemblies tested according to ASTM E 119 by an independent independent testing and inspecting agency acceptable to authorities having jurisdiction.1.2 GYPSUM BOARDA. Gypsum Board: Comply with ASTM C 36/C 36M. Provide gypsum board products in maximum lengths available to minimize end-to-end butt joints. 1. Type “X” on all wall and ceiling surfaces in Garage and as indicated: 5/8-inch thick on ceilings and 1/2-inch thick on walls.2. Regular Type all other locations.a. Walls: 1/2-inch thick, unless noted otherwise.b. Ceilings: 5/8-inch thick, unless noted otherwise.1.3 ACCESSORIESA. Standard Trim: ASTM C 1047, provided or approved by manufacturer for use in gypsum veneer plaster; galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced galvanized steel sheet.B. Gypsum Board Joint Treatment Materials: Comply with ASTM C 475. 1. Joint Tape: Paper2. Joint Compound: Use setting-type, sandable topping compound for finish and skim coats; use drying-type, ready-mixed, all-purpose compounds for all other coats. 1.4 TILE BACKING PANELSA. Cementious Backer Units: ANSI A108.1, 1/2-inch thick, unless noted otherwise.1. Joint treatment: Comply with ASTM C 475.B. Glass-Mat, Water-Resistant Gypsum Backing Board: ASTM C 1178, 1/2” thick.1. ”Dens-Shield Tile Backer” manufactured by Georgia-Pacific Corp.2. “Durock” manufactured by United States Gypsum Co.C. Water-Resistant Gypsum Backing Board (Green Board) shall not be used anywhere.1.5 INSTALLATIONA. Where tile backing panels abut other types of panels in same plane, shim surfaces to produce a uniform plane across panel surfaces.B. Install and finish gypsum panels to comply with ASTM C 840 and GA-216.1. Isolate the perimeter of non-load-bearing gypsum board partitions where they abut structural elements, except floors, by providing a 1/4-to 1/2-inch wide space between gypsum board and the structure. Trim edges with U-bead edge trim where edges of gypsum panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant.2. Fire-Resistance-Rated Assemblies: Comply with requirements of listed assemblies.3. Cementitious Backer Units: Comply with ANSI A108.11.4. Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws.5. Multilayer Fastening Methods: Fasten base layers with screws and face layers to base layers with adhesive and supplementary fasteners.C. Finishing Gypsum Board Assemblies: 1. Level 1 Finish: Concealed areas and where indicated.2. Level 2 Finish: Panels that are substrate for tile.3. Level 4 Finish: Where exposed to view, unless otherwise indicated.4. Gypsum Board Finish Levels shall be defined as follows:a. Level 0 finish: No taping, finishing, or accessories required.b. Level 1 finish: All joints and interior angles shall have tape set in joint compound. Surface shall be free of excess joint compound. Tool marks and ridges are acceptable.c. Level 2 finish: All joints and interior angles shall have tape embedded in joint compound and wiped with a joint knife leaving a thin coating of joint compound over all joints and interior angles. Fastener heads and accessories shall be covered with a coat of joint compound. Tool marks and ridges are acceptable. Joint compound applied over the body of the tape at the time of tape embedment shall be considered a separate coat of joint compound and shall satisfy the conditions of this level.d. Level 3 finish: All joints and interior angles shall have tape embedded in joint compound and one additional coat of joint compound applied over all joints and interior angles. Fastener heads and accessories shall be covered with two separate coats of joint compound. All joint compound shall be smooth and free of tool marks and ridges. Note: It is recommended that the prepared surface be coated with a drywall primer prior to the application of final finishes. See painting/wallcovering specifications in this regard.e. Level 4 finish: All joints and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. All joints compound shall be smooth and free of tool marks and ridges. Note: It is recommended that the prepared surface be coated with a drywall primer prior to the application of final finishes. See painting/wallcovering specification in this regard.f. Level 5 finish: All joints and interior angles shall have tape embedded in joint compound and two separate coats of joint compound applied over all flat joints and one separate coat of joint compound applied over interior angles. Fastener heads and accessories shall be covered with three separate coats of joint compound. A thin skim coat of joint compound or a material manufactured especially for this purpose shall be applied to the entire surface. The surface shall be smooth and free of tool marks and ridges. Note: It is recommended that the prepared surface be coated with a drywall primer prior to the application of finish paint. See painting specification in this regard.39 SECTION 093000 -TILING1.1 SUMMARYA. This Section includes the following:1. Ceramic tile.2. Quarry tile.3. Natural stone tile.B. Refer to Tile Schedule in the Drawings for known tile selections. Where selections have yet to be determined, provide tile under Tile Allowance as specified in the Tile Schedule in the Drawings.C. The tile subcontractor shall review tile selections and layout patterns with the Architect prior to purchasing the tile.D. Pre-Installation Conference: When the substrates have been prepared for the tile installation, the tile subcontractor shall review the layout patterns on site with the Architect. Notify the Architect a minimum of 48 hours in advance of the proposed meeting time.1.2 INSTALLATION MATERIALSA. Setting and Grouting Materials: Comply with material standards in ANSI’s “Specifications for the Installation of Ceramic Tile” that apply to materials and methods indicated.1. Grout Color: To be selected by Owner and Architect.B. Portland Cement Mortar (Thickset) Installation Materials: ANSI A108.1AC. Dry-Set Portland Cement Mortar (Thin Set): ANSI A118.1.D. Standard Cement Grout, Sanded and Unsanded: ANSI A118.6, color as indicated.E. Cementious Backer Units: ANSI A118.9, 1/2-inch thick.F. Floor Sealer for Stone Tile: Colorless, slip-and stain-resistant, not affecting color or physical properties of stone surfaces.G. Crack-Suppression Membrane: Provide one of the following where indicated:1. Chlorinated-Polyethylene-Sheet Product: Nobleseal TS by The Noble Company.2. Latex-Portland Cement Product: Triple Flex by TEC Specialty Products, Inc.3. Metal Edge Strips: Angle or L-shape, half-hard brass exposed edge material.H. Sheet Membrane System: See Division 09 Section “ Sheet Membranes”1.3 INSTALLATIONA. Comply with tile installation standards in ANSI’s “Specifications for the Installation of Ceramic Tile” that apply to materials and methods indicated.B. Comply with Tile Council of North America’s (TCNA) “Handbook for Ceramic Tile Installation,” most recent edition. C. At showers, tubs, and where indicated, provide cementitious backer units and treat joints to comply with ANSI A108.11.D. Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles on floor, base, walls, and trim are the same size.E. Blending: For tile exhibiting color variations, use factory blended tile or blend tiles at Project site before installing.F. Apply sealer to cleaned stone tile flooring according to sealer manufacturer’s written instructions.G. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.H. At shower pans, shower seats, Roman tub liner, steam showers, toilet rooms, hydrotherapy rooms, reflecting pools, fountains, planters, and where indicated, provide sheet membrane system to comply with ASTM 40-68 and requirements of Division 09 Section “Sheet Membranes.” 1.4 TILE INSTALLATION SCHEDULEA. Exterior floor installation on concrete; cement mortar bed (thickset) bonded to concrete; TCNA F101.B. Interior Floor Tile Installation Method: 1. Basement applications: TCNA F113 (thin-set mortar bonded to concrete slab-on-grade) F122 (thin-set mortar with crack-suppression over concrete)2. First and second floor applications: TCNA F144 (thin-set mortar bonded to cementitious backer units over wood subfloor).C. Wall Tile Installation Method: 1. Dry walls: TCNA W243 (thinset mortar bonded to gypsum board or gypsum veneer plaster).2. Tile wainscot walls in bathrooms: TCNA W243 (thinset mortar bonded to gypsum board or gypsum veneer plaster)3. Walls around bathtubs: TCNA B412 (thin-set mortar bonded to cementitious backer units with ANSI A-2.1.8 membrane behind).4. Showers (other than steam showers): TCNA B415 for shower pan, TCNA W244 for shower walls, and TCNA C315 for shower ceiling (shower receptor with thin-set mortar bonded to cementitious backer units with ANSI A-2.1.8 wall membrane and shower pan).40 SECTION 093400 – SHEET MEMBRANES1.1 SECTION REQUIREMENTSA. Provide a sheet membrane shower pan liner at all tile and stone showers. Sheet shall comply with requirements per ASTM 40-68.1.2 SHEET MEMBRANESA. Manufacturers: Subject to compliance with requirements, provide products by the Noble Company, or approved equal.B. Shower pan liner: Chloraloy, a sheet membrane manufactured of non-plasticized Chlorinated Polyethylene (CPE), with a nominal thickness of 1.0mm (40 mils) with water vapor transmission rate of 5.2 ng/(Pa s m2) (.090 perms) minimum per ASTM E96, procedure E.C. Shower (other than steam showers) and bathtub wall and ceiling liner: 15 lb. Roofing felt or 4-mil. polyethylene film to conform to ANSI –2.1.8.1.3 ACCESSORIESA. NobleWeld 100-seaming cements for joining sheets.B. Preformed outside corners for waterproofing.C. NobleSealant 150-polymeric sealant to seal penetrations, drains, edges, etc.1.4 INSTALLATIONA. Comply with manufacturer’s current written recommended procedures. B. Comply with tile installation standards in ANSI’s “Specifications for the Installation of Ceramic Tile” that apply to materials and methods indicated.C. Comply with Tile Council of America’s (TCA’s) “Handbook for Ceramic Tile Installation.”41 SECTION 096340 -STONE FLOORING1.1 SUMMARYA. This Section includes the following application of dimension stone:1. Exterior paving.2. Interior flooring.B. Related Sections:1. Division 09 Section “Tiling” for stone tile used as flooring.2. Division 32 Section “Unit Paving” for rough stone pavers.C. Submittals: 1. Submit stone samples at least 12 inchessquare. Include two or more samples in each set showing the full range of variations in appearance.2. Submit grout samples showing the full range of colors available.D. The stone subcontractor shall review tile selections and layout patterns with the Architect prior to purchasing and installing stone. 1.2 STONEA. Refer to Tile Schedule or Finish Schedule in the Drawings for product types.1.3 MORTAR AND GROUTA. Mortar for Stone Paving and Flooring: ASTM C 270, Proportion Specification, Type S for exterior use, Type N for interior use.1. Low-Alkali Cement: For limestone and marble, use white portland cement with not more than 0.60 percent total alkali per ASTM C 114.2. For pointing mortar, use colored cement or cement-lime mix of color selected.B. Sand-Portland Cement Grout: ANSI A108.10.1.4 ACCESSORIESA. Floor Sealer: Colorless, slip-and stain-resistant sealer not affecting color or physical properties of stone surfaces.1.5 STONE FABRICATIONA. Select stone for intended use to prevent fabricated units from containing cracks, seams, and starts that could impair structural integrity or function.B. Fabricate stone to comply with requirements indicated and with the following references:1. For limestone, comply with recommendations in ILI’s “Indiana Limestone Handbook.”2. For marble and stone not otherwise indicated, comply with recommendations in MIA’s “Dimension Stone – Design Manual.”C. Cut stone to produce pieces of thickness, size and shape indicated, including details in Drawings. Minimize field cutting.D. Cut stone to produce uniform joints. Coordinate joint width with Architect and Owner.E. Fabricate exterior stone treads with flamed edges.1.6 INSTALLATION, GENERALA. Project Conditions:1. Cold-Weather Requirements for Interior Stone Flooring: Do not set stone when air or material temperature is below 50 deg F. Maintain temperature at 50 deg F or above installation areas during installation and for minimum 7 days after completion.2. Cold-Weather Requirements for Exterior Stone Paving: Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.3. Hot-Weather Requirements for Exterior Stone Paving: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602 and with the following:a. Maintain temperature of materials and substrates below 100 deg F.b. When the ambient temperature exceeds 90 deg F, fog spray installed stone paving until damp at least 3 times a day until paving is 3 days old. B. Installation Tolerances:1. Variation in Joint Width: Do not vary joint thickness more than 1/16 inch or 1/4 of nominal joint width, whichever is less.2. Variation in Surface Plane: Do not exceed 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 3/8 inch maximum from level or slope indicated.3. Variation in Plane between adjacent Units (Lipping): Do not exceed 1/16-inch difference between planes of adjacent units.C. Remove substances from concrete substrates that could impair mortar bond, including curing and sealing compounds, form oil, and laitance.D. Execute stonework by skilled mechanics experienced with the kind and form of stone and installation method indicated.E. Field-cut stone as necessary to fit at obstructions. Produce tight and neat joints.1.7 INSTALLATION OF STONE DIRECTLY OVER CONCRETEA. Saturate concrete with clean water before placing setting bed. Remove surface water before placing setting bed.B. Apply mortar-bed bond bond coat to damp concrete and broom to provide an even coating that completely covers the concrete. Do not exceed 1/16-inch thickness. Limit area of mortar-bed bond coat to avoid its drying out before placing setting bed. C. Apply mortar bed immediately after applying mortar-bed bond coat. Spread, tamp, and screed to uniform thickness at elevations required for setting stone to finished elevations indicated. D. Mix and place only that amount of mortar bed that can be covered with stone before initial set. Cut back, bevel edge, and discard material that has reached initial set before stone can be placed.E. Place stone before initial set of cement occurs. Immediately before placing the stone on setting bed, apply uniform 1/16-inch-thick bond coat to bed or back of each stone.F. Tamp and beat stone to obtain full contact with setting bed and to bring finished surfaces within indicated tolerances. Set each unit in a single operation before initial set of mortar; do not return to areas already set and disturb stone for purposes of realigning finished surfaces or adjusting joints.G. Rake out joints to depth required to receive grout as units are set.H. Point joints after setting. Tool joints flat, uniform, and smooth, without visible voids.I. Grout stone joints to comply with ANSI A108.10 and manufacturer’s written instructions. Force grout into joints, taking care not to smear grout on adjoining stone and other surfaces. After initial set of grout, finish joints by tooling to produce a slightly concave polished joint, free from drying cracks.1.8 CLEANINGA. Clean stone paving and flooring as work progresses. Remove mortar and grout smears before tooling joints.B. Clean stone paving and flooring after setting and grouting are complete. Use procedures recommended by stone fabricator for types of applications.C. Apply sealer to cleaned stonework according to sealer manufacturer’s written instructions.42 SECTION 096400 -WOOD FLOORING1.1 SUMMARYA. Hardwood Flooring; Comply with NOFMA “Official Flooring Grading Rules” for species, grade, and cut.B. Submittals: Material and Finish Samples.C. See Division 23 Section 233713 “Diffusers, Registers and Grilles” for floor registers.D. Project Conditions: Maintain an ambient temperature between 65 and 75 deg F and relative humidity planned for building occupants in spaces to receive wood flooring for not less than seven days prior to installing flooring. Move wood flooring into spaces where it will be installed no less than seven days prior to installing flooring. Open sealed packages to allow wood to acclimate.E. Pre-Installation Conference: General Contractor shall conduct a pre-installation conference with the Hardwood Floor Contractor, Architect and Owner to finalize the floor finish selection. Notify Architect a minimum of 48 hours in advance to coordinate a meeting time.1.2 FIELD-FINISHED WOOD FLOORINGA. Solid-Wood Strip Flooring: Kiln dried to 6 to 9 percent maximum moisture content, tongue and groove.1. Species and Grade: Match existing wide plank & Heart Pine flooring @8180 North Pennsylvania Street Indianapolis, IN 46240.B. Urethane Finish System: Complete water-based system of compatible components that is recommended by finish manufacturer for application indicated.1. VOC Content: When calculating according to 40 CFR 59, Subpart D (EPA Method 24), provide finish coats and floor sealers with not more than 350 g/L VOC content. Provide Stains with not more than 250 g/L VOC content.2. Finish Coats: Formulated for multi-coat application on wood flooring. [Satin finish] [Gloss finish].3. Stain: Penetrating and non-fading type. Color shall be selected by Owner and Architect from field applied samples. Owner, Architect and Contractor to be present for final approval of stain color sample prior to finishing.4. Floor Sealer: Pliable, penetrating type.C. Wood Filler: Formulated to fill and repair seams, defects, and open-grain hardwood floors; compatible with finish system components and recommended by filler and finish manufacturers for use indicated. If required to match approved samples, provide pigmented filler.1.3 ACCESSORY MATERIALSA. Asphalt-Saturated Felt: ASTM D 4869, Type II.B. Wood Flooring Adhesive: Mastic recommended by flooring and adhesive manufacturers for application indicated.C. Fasteners: As recommended by manufacturer, but not less than that recommended in NWFA’s “Installation Guidelines: Wood Flooring.”D. Wood Trim: In same species, grade, and finish as wood flooring, unless otherwise indicated in drawings.1. Base Shoe Moulding: Profile as indicated in Drawings.2. Reducer Strip: 2 inches wide, tapered on 1 side, and in thickness matching wood flooring. E. Flush wood air vents and grilles of same species, grade, and finish as wood flooring.1.4 INSTALLATIONA. Comply with flooring manufacturer’s written instructions, but not less than recommendations in NWFA’s “Installation Guidelines: Wood Flooring.”B. Provide expansion space at walls and other obstructions and terminations of flooring of not less than 3/4 inch.C. Felt Underlayment: Where strip or plank flooring is nailed to solid-wood subfloor, install flooring over a layer of asphalt-saturated felt.D. Vapor Retarder: When flooring is nailed to sleepers over concrete, install flooring over a layer of polyethylene sheet with edges overlapped over sleepers and turned up behind baseboards.E. Solid-Wood Strip and Plank Flooring: Blind nail flooring to substrate.F. Wood Trim: Nail baseboard to wall and nail shoe molding or other trim to baseboard; do not nail to flooring.1.5 FIELD FINISHINGA. Machine-sand flooring to remove offsets, ridges, cups, and sanding-machine marks that would be noticeable after finishing. Vacuum and tack with a clean cloth immediately before applying finish.B. Fill open-grained hardwood. Fill and repair wood flooring seams and defects.C. Apply floor finish components in number of coats recommended by finish manufacturer for application indicated, but not less than one coat of floor sealer and three finish coats.1. Apply stains to achieve an even color distribution matching approved Samples.D. Protection: Protect installed wood flooring during remainder of construction period with covering of heavy kraft paper or other suitable material. Do not cover wood flooring after finishing until finish reaches full cure, and not before seven days after applying last finish coat.43 SECTION 09910 -PAINTING1.1 SECTION REQUIREMENTSA. Summary: Paint all exposed surfaces unless otherwise indicated.1. Paint the back side of access panels.2. Do not paint prefinished items, finished metal surfaces, operating parts, labels, and materials obviously intended to be left exposed such as brick and tile.3. Unless otherwise indicated do not paint concealed surfaces.4. Paint top and bottom edges of all interior doors to be painted. Seal top and bottom edges of all interior doors to be stained.5. Paint top and bottom edges of all exterior doors. Seal top and bottom edges of all exterior doors to be stained.6. Walls: Primer and first coat may be spray applied. Finish coat must be roll applied.7. Opaque Finish, Wood Trim: Primer and first coat may be spray applied. Finish coat must be hand brushed.8. Transparent Finish, Wood Trim: First coat may be spray applied. Finish coat must be hand brushed.B. Mockups: Full-coat finish sample (benchmark sample) of each type of coating, substrate, color, and finish required in area of not less than 100 sq. ft. Comply with PDCA P5.C. Obtain block fillers, primers, and undercoat materials for each coating system from the same manufacturer as the finish coats.D. Paint Schedule: Provide Owner with a list of all paint used. Include on the list locations, manufacturer, color, sheen and any other information pertinent to matching in the future.1.2 PAINTA. Interior Wall Paint Material: Sherwin Williams “Harmony” or Benjamin Moore “Eco Spec Latex” or Porter “Silken Touch.”B. Interior Trim Paint: 1. Primer: Sherwin Williams Preprite Classic Interior Latex Primer “Holds Gloss”2. Finish coats: PPG’s “Manor Hall”C. Exterior Paint Material: Porter, Sherwin Williams, or Benjamin Moore paints. Contractor shall submit manufacturer’s product data sheets for proposed products to the Architect for approval prior to purchasing.D. Provide Low-or No-VOC paints on all interior applications.E. No oil-based paints shall be used.F. Material Quality: Manufacturer’s best quality of coating types specified.G. Material Compatibility: Complete system of compatible components that is recommended by manufacturer for application indicated.1.3 APPLICATIONA. Comply with paint manufacturer’s written instructions for surface preparation, environmental and substrate conditions, product mixing, and application.B. Execution of Work:1. Each coat of paint/stain, where specified to be applied by brush, shall be applied at proper consistency and brushed evenly, free of brush marks, sags, runs, with no evidence of poor workmanship. Care shall be exercised to avoid lapping of paint onto hardware. Lapping paint 1/16” onto glass shall be acceptable as required by manufacturer of windows and/or doors to maintain warranty. Paint/stain to be sharply cut to lines. Finished paint/stain surfaces to be free from defects or blemishes.2. Provide protective covers or drop cloths to protect floors, fixtures and equipment. Care shall be exercised to prevent paint/stain being spattered on to surfaces that are not to be painted. Surfaces from which such paint/stain cannot be satisfactorily removed shall be painted/stained or repainted/restained as required to produce a finish satisfactory to the Architect.C. Protection of Work:1. The painting/staining Subcontractor shall take the necessary steps to protect his work and the work of other Contractors during the time his work is in process and the Contractor shall be responsible for any and all damage to the work or property of other Contractors caused by his employees or by himself.D. Condition of Surfaces:1. No exterior painting, staining or interior finishing shall be done under conditions that jeopardize the quality or appearance of painting or finishing.2. The painting/staining Subcontractor shall examine all the surfaces to be finished under this contract and see that the work of other trades has been left or installed in satisfactory condition to receive paint, stain, or specified finish. Before starting work, notify Architect in writing of any surfaces unsatisfactory for proper paint finish. The application of the first coat of any finishing process shall constitute acceptance of the surface.E. Work in Other Sections:1. The painting/staining Subcontractor shall examine the drawings and specifications for this section and also drawings and specifications for painting work in other sections. He shall advise the Architect of any conflict between his work and that of other trades, errors, omissions, or impractical details.F. Storage of Materials:1. The painting/staining Subcontractor shall store all painting/staining materials and equipment not in immediate use in a room or rooms assigned for that purpose. Receiving and opening of all painting/staining materials and mixing shall be done in this room.2. All necessary precautions shall be taken to prevent fire. Rags, waste soiled with paint/stain shall be removed from the premises at the end of each day’s work, or stored in metal containers with metal covers.G. Priming and Back Priming:1. All painted wood frames, trim, and other woodwork installed against masonry, concrete or plaster shall be back primed. Natural finish woodwork is to receive first seal coat before being installed.2. First coat of paint, stain or finish is to be applied as soon as possible after woodwork is fitted and erected. Shop coats of paint shall be touched up prior to application of priming called for under this contract.H. Preparation of Surfaces by Painter:1. All surfaces shall be in proper condition to receive finish. Woodwork shall be hand sandpapered and dusted clean. All knot holes, pitch pockets or sappy portions are to be shellacked, or sealed with knot sealer. Nail holes, cracks or defects shall be carefully puttied after first coat, with putty matching color of stain or paint.2. Interior woodwork finishes shall be sandpapered between coats. Cracks, holes or imperfections in plaster are to be filled with patching plaster and smoothed off to match adjoining surfaces.3. Plaster or masonry shall be dry before any sealer or paint is applied. After primer-sealer coat is dry, all visible suction spots shall be touched up before applying succeeding coats. Work is not to proceed until all such suction spots are sealed. In case of presence of high alkali condition, surfaces should be washed to neutralize.4. Metals shall be clean, dry and free from mill scale and rust. Remove all grease and oil from surfaces.I. Colors and Samples:1. All colors are to be selected by Architect, Owner and/or Interior Designer. The painting/staining Subcontractor shall submit samples to Architect, Owner and/or Interior Designer for approval. Work shall match approved colors and samples.J. Materials:1. All materials specified by Brand Name or Brand Manufacturer or selected for use under the above clause shall be delivered unopened at the job in their original containers.2. No paint, varnish or stain shall be reduced or applied in any way except as herein specifically called for or recommended by the manufacturer. Should conflict occur between specifications and manufacturer’s recommendations and/or standard practice, notify Architect prior to bidding work for clarification.1.4 EXTERIOR PAINT APPLICATION SCHEDULEA. Wood Trim, Redwood: Running Trim, Siding, and Screened Porch. 1. Semigloss Acrylic: One coat of primer. Two coats of finish.a. Primer shall be water-based and stain blocking.B. Wood Trim, other than Redwood or Cedar: Running Trim at Eaves, Exterior Wood Ceilings.1. Satin Acrylic: One coat of primer. Two coats of finish.1.5 INTERIOR PAINT APPLICATION SCHEDULEA. Plaster: Throughout the project:1. Acrylic: One coat of primer. Two coats of finish.a. Primer shall be compatible with Veneer Plaster.b. Review sheen options with Owner and Architect.B. Woodwork and Hardboard: Running Trim: See Finish Schedule in Drawings.1. Semigloss Acrylic Enamel: One coat of primer. Two coats of finish.C. Stained Woodwork: Running Trim: See Finish Schedule in Drawings.1. Waterborne, Satin Varnish: Two coats clear-satin varnish over sealer and wood stain.44 SECTION 102800 -TOILET AND BATH ACCESSORIES1.1 SECTION REQUIREMENTSA. Allowances: Provide Accessories under Bathroom Accessories Allowance in Division 01 Section “Allowances.”B. Installation of Accessories shall be included in the Contract.1.2 INSTALLATIONA. Install accessories using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated.1. Install grab bars to withstand a downward load of at least 250 lbs. when tested according to method in ASTM F 446.B. Provide solid blocking in rough framing at locations to receive accessories.1. Provide solid blocking in rough framing around toilets and in showers for future grab bar locations.C. Adjust accessories for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or defective items. Remove temporary labels and protective coatings.45 SECTION 102819 – TUB AND SHOWER DOORS1.1 SHOWER DOORS AND ENCLOSURESA. Master Bath & Shared Bath glass shower door and enclosure shall be frameless tempered safety glass configured as shown in drawings. Door shall be hinged to stand open as well as closed. Provide and install towel bar and pull on shower door. Contractor shall review configuration with Architect prior to fabrication.1. Accessories (hinges, pulls, bars, knobs, gaskets, etc.) shall be by [the C.R. Laurence Company, P.O. Box 58923, Los Angeles, CA 90058, Phone: (800) 421-6144.] [CHMI; 2600 Kindustry Road; Keokuk, Iowa 52632; Phone: (800) 262-CHMI.] Refer to drawings and schedules for style and configuration.2. Net clear opening into shower when door is open shall be a minimum of 2’-0”.1.2 INSTALLATIONA. Install shower doors and enclosures using fasteners appropriate to substrate indicated. Install units level, level, plumb, and firmly anchored in locations and at heights indicated.B. Provide solid blocking in rough framing at locations to receive hinges for shower doors.C. Adjust for unencumbered, smooth operation and verify that mechanisms function properly. Replace damaged or defective items. Remove temporary labels and protective coatings. 46 SECTION 103200 – FIREPLACE SPECIALTIES1.1 FIREPLACE SPECIALTIES AND ACCESSORIESA. Fireplace Damper: Poker control solid cast iron damper by Vestal Manufacturing. Phone: (800) 456-9562.B. Spark Arrestor: Stainless Steel Chimney Cap by Vestal Manufacturing. Phone: (800)456-9562. Cap model number shall correspond with flue size.C. Combustion Air Vent: Airtight outside air kit, Model V-601K by Vestal Manufacturing. Phone: (800) 456-9562. Firebrick included with kit shall be cut to square before installing.D. Ash Dump: Solid cast iron 4 1/2” x 9” ash dump, model no. 49 by Vestal Manufacturing. Phone: (800) 456-9562.E. Ash Cleanout Door: Solid Cast Iron 8” x 8” cleanout door, model no. H-88 by Vestal Manufacturing. Phone: (800) 456-9562.F. Plumbing Contractor shall install gas fire starters in all fireplaces. Size gas line to accommodate future ceramic gas logs.47 SECTION 113100 -RESIDENTIAL APPLIANCES1.1 RESIDENTIAL APPLIANCESA. Refer to Appliance Schedule in the drawings.B. Installation of Appliances shall be included in the Contract, including any related Mechanical, Electrical or Plumbing Requirements.C. Submit manufacturer’s warranties and owner’s manuals in accordance with Division 01 Section “Closeout Procedures.”1.2 INSTALLATIONA. Built-in Appliances: Securely anchor to supporting cabinetry or countertops with concealed fasteners. Verify that clearances are adequate for proper functioning and rough openings are completely concealed.B. Freestanding Appliances: Place in final locations after finishes have been completed in each area. Verify that clearances are adequate to properly operate equipment.48 SECTION 123530 -WOOD CASEWORK1.1 SECTION REQUIREMENTSA. This Section includes all Wood Casework to be shop-fabricated.B. Verify dimensions by field measurements; measure for countertops after base cabinets are installed.C. Contractor responsible for installation of all cabinets.1.2 WOOD CASEWORKA. Kitchen 103 Cabinets: Coordinated by Owner.1. Suppliers /Cabinet Bidders:a. Madison County Cabinets (765.778.4646). Contact: Russell Bowman.b. Reese Kitchens (317.253.1569). Contact: Laura Bradley.2. Countertops: a. Stone countertops and splashes: See Drawings for type and configuration.B. Bathroom Cabinets: Coordinated & Supplied by Owner. See Drawings1. Suppliers /Cabinet Bidders:a. Madison County Cabinets (765.778.4646). Contact: Russell Bowman.b. Reese Kitchens (317.253.1569). Contact: Laura Bradley.2. Countertops: a. Stone countertops and splashes: See Drawings for type and configuration.C. Hall 105 & Master Closet 110 Cabinets /Built-ins: See Drawings and as follows:1. Cabinet Construction: a. AWI Grade: Customb. AWI Type: Flush inset with face frames.c. Hardwood Face Frames: Mortise and tenon or pocket screw joinery.d. Finish of Cabinet Exterior: Painted.e. Exposed Sides: Hardwood stile & rail with raised panel inset.f. Cabinet back: 1/4” th. birch plywood.2. Exposed Wood: Clear solid wood or hardwood plywood with Grade A faces per HPVA HP-1, selected for compatible color and grain.a. Opaque Finish: clear hard maple.3. Semi-Exposed Wood: Clear solid hard maple and/or maple or birch plywood with Grade A faces per HPVA HP-1, selected for compatible color and grain.a. Transparent finish: Clear finish4. Drawer Construction:a. Face: Varies, see Drawings.b. Sides & Backs: 1/2” th. clear hard maple; dovetail construction.c. Bottoms: 1/4” th. birch plywood for drawers under 30” wide; 1/2” th. birch plywood for drawers 30” wide and over.d. Glides: bottom-mounted, full extension.e. Pulls: Include allowance as set forth in Section 01200.5. Door Construction:a. Face: Mortise and tenon stile & rail with raised panel.b. Hinges: Butt hinges. Provide 2 hinges for each door 47” tall and under; provide 3 hinges for each door over 47” tall. Include allowance as set forth in Division 01 Section “Allowances.”c. Pulls: Provide one pull for each door. Include allowance as set forth in Division 01 Section “Allowances.”D. Laundry 111 Cabinets: Coordinated & Supplied by Owner. See Drawings1. Suppliers /Cabinet Bidders:a. Madison County Cabinets (765.778.4646). Contact: Russell Bowman.b. Reese Kitchens (317.253.1569). Contact: Laura Bradley.2. Countertops: Stone countertops and splashes: See Drawings for type and configuration.E. Mudroom 112 Bench: See Drawings and as follows:1. Cabinet Construction: a. AWI Grade: Customb. AWI Type: Flush inset with face frames.c. Hardwood Face Frames: Mortise and tenon or pocket screw joinery.d. Finish of Cabinet Exterior: Painted.e. Exposed Sides: Hardwood stile & rail with raised panel inset.f. Cabinet back: 1/4” th. birch plywood.2. Exposed Wood: Clear solid wood or hardwood plywood with Grade A faces per HPVA HP-1, selected for compatible color and grain.a. Opaque Finish: clear hard maple.F. Pantry 104: See Drawings and as follows:1. Cabinet Construction: a. AWI Grade: Customb. AWI Type: Flush inset with face frames.c. Finish of Cabinet Exterior: Stained.2. Exposed Wood: Clear solid wood or hardwood plywood with Grade A faces per HPVA HP-1, selected for compatible color and grain.3. Transparent Finish: See Drawings for wood species.G. Dining Room 101: See Drawings and as follows:1. Suppliers /Cabinet Bidders:a. Madison County Cabinets (765.778.4646). Contact: Russell Bowman.b. Reese Kitchens (317.253.1569). Contact: Laura Bradley.2. Countertops: Wood countertops and splashes: See Drawings for type and configuration.1.3 SHOP FINISHING OF WOOD CASEWORKA. Finishes: Same grades as items to be finished.B. Finish Wood Casework at the fabrication shop; defer only final touch up until after installation.1. Finish shall be selected by the Owner and Architect.2. Apply one coat of sealer or primer to concealed surfaces of casework. 1.4 INSTALLATIONA. Complete fabrication before shipping to Project site to maximum extent possible. Disassemble only as needed for shipping and installing. Where necessary for fitting at Project site, provide for scribing and trimming. B. Install woodwork to comply with AWI Section 1700 for grade specified.C. Condition woodwork to prevailing conditions before installing.D. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inchesfor level and plumb.E. Scribe and cut woodwork to fit adjoining work, seal cut surfaces, and repair damaged finish at cuts.F. Install glass to comply with FGMA’s “Glazing Manual.” For glass in wood frames, secure glass with removable stops.G. Install cabinets with no variations in flushness of adjoining surfaces by using concealed shims. Where casework abuts other finished work, scribe and cut for accurate fit. Provide filler strips, scribe strips, and moldings in finish to match casework face.H. Install cabinets without distortion so doors and drawers fit openings properly and are aligned.I. Fasten each cabinet to adjacent unit and to structural members of wall construction. Fasten wall cabinets through back, near top and bottom, at ends and not less than 24 inches o.c.J. Anchor countertops securely to base units. Seal space between backsplash and wall.K. Install solid surface material as per Manufacturers installation instructions. 49 SECTION 220700 – PLUMBING INSULATION1.1 SUMMARYA. This Section includes insulation for plumbing equipment and piping.B. Quality Assurance: Provide insulation labeled with maximum flame-spread rating of 25 and maximum smoke-developed rating of 50 according to ASTM E 84.1.2 PIPE INSULATIONA. Flexible Elastomeric Cellular Pipe Insulation: Closed-cell, sponge-or expanded-rubber materials. Comply with ASTM C 534, Type I.1.3 INSTALLATIONA. Install vapor barriers on insulated pipes with surface operating temperatures below 60 deg F.B. Insulate fittings, valves, and specialties.C. Seal vapor-barrier penetrations for hangers, supports, anchors, and other projections.D. Coat glass-fiber pipe insulation ends with vapor-barrier coating.E. Seal ends of flexible elastomeric cellular insulation with adhesive. Adhesive shall be LOW VOC with a maximum of limit of 490 of VOC. F. Exterior Wall Penetrations: For penetrations of below-grade exterior walls, terminate insulation flush with mechanical sleeve seal.G. Interior Walls and Partitions Penetrations: Apply insulation continuously through walls and partitions, except fire-rated walls and partitions.H. Interior Piping System Applications: Insulate the following piping systems:1. Domestic hot water.I. Do not apply insulation to the following systems, materials, and equipment:1. Flexible connectors.2. Sanitary drainage and vent piping with the exception of vertical risers from first to second floor and as noted.3. Drainage piping located in crawl spaces, unless otherwise indicated.4. Below-grade piping.5. Chrome-plated pipes and fittings.6. Piping specialties, including air chambers, unions, strainers, check valves, plug valves, and flow regulators.J. Pipe Insulation Thickness Application Schedule: Insulate piping with the following materials and thicknesses:1. Domestic Hot Water: 1/2-inch flexible elastomeric polyolefin pipe insulation.50 SECTION 221116 -DOMESTIC WATER PIPING1.1 SUMMARYA. Install new underground service main to street. Cap existing well for future re-use.B. Performance Requirements: Unless otherwise indicated minimum pressure requirements for water piping are as follows:1. Service Entrance Piping: 100 psig.2. Domestic Water Piping: 80 psig.C. Comply with NSF 61 “Drinking Water System Components—Health Effects.”D. The contractor shall take his own measurements and shall be responsible for same. He shall provide all incidental items necessary to complete the plumbing work as outlined on the drawings and as required. All work, materials and methods shall comply with codes, rules, laws and regulations in effect in the locality of the job and shall meet with the approval of Inspecting Bureaus having jurisdiction. The contractor shall take out and pay for all permits and inspection fees necessary for the construction of his work.1.2 PIPES AND FITTINGSA. Hard Copper Tube: ASTM B 88, Types L and M, water tube, drawn temper.1. Wrought-Copper, Solder-Joint Pressure Fittings: ASME B 16.22.2. Copper Unions: ASME B 16.18, cast-copper-alloy body, hexagonal stock, with ball-and-socket joint, metal-to-metal seating surfaces, and solder-joint, threaded, or solder-joint and threaded ends. Threads complying with ASME B 1.20.1.1.3 JOINING MATERIALSA. Pipe Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.B. Solder Filler Metal: ASTM B 32, lead-free.1.4 SUPPORTING DEVICESA. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings; nonmetallic coated for hangers in direct contact with copper tubing.B. Building Attachments: Powder-actuated-type, drive-pin attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FM approval for fire-protection systems.C. Mechanical-Anchor Fasteners: Insert-type attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FM approval for fire-protection systems.1.5 PIPING APPLICATIONSA. Install listed pipe materials and joining methods below in the following applications:1. Underground, Service Entrance Piping: Soft copper tube, Type L, cast-copper-alloy, solder-joint pressure fittings and soldered joints.2. Aboveground: Hard copper tube, Type L; wrought-copper or cast-copper-alloy pressure fittings; copper unions; bronze flanges; and solder joints.1.6 VALVE APPLICATIONSA. Review shut-off valve layout @location where service enters building to control water supply to house and/or landscaping PRIOR to beginning work.B. Install ball valves close to main on each branch and riser serving two or more plumbing fixtures or equipment connections and where indicated.C. Install ball valves on inlet to each plumbing equipment item, on each supply to each plumbing fixture not having stops on supplies, and elsewhere as indicated.D. Install drain valve at base of each riser, at low points of horizontal runs, and where required to drain water distribution piping system.E. Install swing check valve on discharge side of each pump and elsewhere as indicated.F. Install pressure reduction /limitation valve on main near water supply location entering building.1.7 INSTALLATIONA. Install hangers and supports at intervals indicated in the applicable plumbing code and as recommended by pipe manufacturer.B. Support vertical piping at each floor.C. Run all supply lines that occur on exterior walls or exterior floor /ceiling assemblies on the warm side of the assembly.D. Install piping free of sags and bends.E. Install fittings for changes in direction and branch connections.F. Install sleeves for pipes passing through concrete. G. Exterior Wall, Pipe Penetrations: Mechanical sleeve seals installed in steel or cast-iron pipes for wall sleeves.H. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas, compressed air, and vacuum piping.I. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals in water and steam piping.J. Install additional supports at concentrated loads, including valves, flanges, guides, strainers, expansion joints, and at changes in direction of piping.K. Load Distribution: Install hangers and supports so piping live and dead loading and stresses from movement will not be transmitted to connected equipment.SP1.2 Issues: RWA Architects, Inc. 2771 Observatory Ave. Cincinnati, OH 45208 Office: 513-321-9506 Fax: 513-321-9507 Sheet No.: Date: Checked By: Drawn By: Commission No. Sheet Contents: Burks Residence 2011 Burning Tree Lane Carmel, IN 46032 Permit Set: 10-0708 DEB 10/15/2010 Written Specifications Copyright © 2010 RWA Architects, Inc. All rights reserved JJI 10/25/2010 Pricing Set: 11/12/2010 D J. ITECT HCRA No. 9400134 STATE OF ID N I ANA TERE SIGER NHOJ ISCH Revision 1: 12/20/2010 SP1.31.8 INSPECTING AND CLEANINGA. Inspect and test piping systems following procedures of authorities having jurisdiction.B. Clean and disinfect water distribution piping following procedures of authorities having jurisdiction. 51 SECTION 221119 – DOMESTIC WATER PIPING SPECIALTIES1.1 MANUFACTURED UNITSA. Cleanouts: ASME A112.36.2M wall cleanout for installation in exposed piping.1. Body or Ferrule Material: Plastic.2. Clamping Device: Not required.3. Closure: Plastic plug.B. Floor Drains: 1. Top Configuration in showers: Squarea. Manufacturer: i. California Faucets.b. Model: i. #9172 in finish to match shower valve /head.2. Top Configuration in mechanical rooms, (laundry rooms,) and unfinished basements: Round a. Manufacturer: i. Sioux Chief Manufacturing Co. Can be purchased through Lowder Sales Inc.; 980 Old West Henderson Road; Columbus, OH 43220 1-800-821-3944.b. Model: i. #820-20PNR.3. Outlet: BottomC. Backflow Preventers: ASSE standard backflow preventers, 150-psig minimum working pressure, bronze body with threaded ends, and an inlet strainer.D. Dishwasher Air-Gap Fittings: ASSE 1021, with chrome-plated brass cover.E. Atmospheric Vacuum Breakers: ASSE 1001, with floating disc and atmospheric vent.F. Hose Connection Vacuum Breakers: ASSE 1011, rough bronze with nonremovable and manual drain features and garden-hose threaded connection.G. Water Filters: Cartridge type and assembly shall be CUNO Aqua-Pure AP-200 Filter, valve inlet and outlet. Bracket mount to wall in basement Mechanical Room (to allow filter cartridge replacement). Review location with Owner & Architect.H. Hose Bibbs: Bronze body in rough-bronze finish, with removable composition disc, threaded or soldered inlet, garden-hose threaded outlet, frost free and wheel handle.I. Water Hammer Arrester: Bellows or piston type with pressurized cushioning chamber.1.2 INSTALLATIONA. Install backflow preventers at each water-supply connection to mechanical equipment and where required by authorities having jurisdiction.B. Install hose bibbs with integral or field-installed vacuum breaker.C. Install floor drains at low points of surface areas and where indicated. When installed in tiled floor, set tops of drains flush with finished floor. When installed in bare concrete floor, set top of drain 1/4” below top of concrete.1. Trap drains connected to sanitary building drain.D. Install drain flashing collar or flange so no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes.52 SECTION 221313 -SANITARY SEWERS1.1 SUMMARYA. This Section includes gravity-flow, non-pressure sanitary sewerage outside the building, including cleanouts and pre-cast concrete manholes.B. Submittals: Submit drawings indicated proposed layout of sewer components.C. Gravity-Flow, Non-pressure, Drainage-Piping Pressure Rating: 10-foot head of water (30 kPa).1.2 PIPE AND FITTINGSA. PVC Sewer Pipe and Fittings, NPS 15 (DN 375) and Smaller: ASTM D 3034, SDR 35, with bell-and-spigot ends for gasketed joints with ASTM F 477, elastomeric seals.B. Gray-Iron Cleanouts: ASME A112.36.2M, round, gray-iron housing with clamping device and round, secured, scoriated, gray-iron cover. Include gray-iron ferrule with inside calk or spigot connection and countersunk, tapered-thread, brass closure plug.C. Protective Coatings: Coal-tar epoxy; 15-mil minimum thickness, factory or field applied to exterior and interior surfaces of concrete manholes and entire surfaces of manhole frames and covers.D. Gray-Iron Cleanouts: ASME A112.36.2M, round, gray-iron housing with clamping device and round, secured, scoriated, gray-iron cover. Include gray-iron ferrule with inside calk or spigot connection and countersunk, tapered-thread, brass closure plug. Use units with heavy-duty top-loading classification in vehicle-traffic service areas and medium-duty in paved foot-traffic areas.1.3 INSTALLATIONA. Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream.B. Install piping pitched down in direction of flow, at minimum slope of 2 percent, unless otherwise indicated, with 36-inchminimum cover.C. Use manholes for changes in direction, unless fittings are indicated. Use fittings for branch connections, unless direct tap into existing sewer is indicated.D. Install PVC pipe and gasketed fittings with gaskets according to ASTM D 2321.1.4 FIELD QUALITY CONTROLA. Clean and inspect piping and structures.B. Test complete piping according to authorities having jurisdiction. 53 SECTION 221316 -SANITARY WASTE AND VENT PIPING1.1 SECTION REQUIREMENTSA. Minimum Pressure Requirement for Soil, Waste and Vent: 10 feet head.B. Comply with NSF 14 “Plastic Piping Components and Related Materials.”C. The contractor shall take his own measurements and shall be responsible for same. He shall provide all incidental items necessary to complete the plumbing work as outlined on the drawings and as required. All work, materials and methods shall comply with codes, rules, laws and regulations in effect in the locality of the job and shall meet with the approval of Inspecting Bureaus having jurisdiction. The contractor shall take out and pay for all permits and inspection fees necessary for the construction of his work.1.2 PIPES AND TUBESA. Hub-and-Spigot, Cast-Iron Soil Pipe: ASTM A 74, Service class; ASTM C 564 rubber gaskets; ASTM C 1563 gasket use and installation.B. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends. 1.3 FITTINGSA. Hub-and-Spigot, Cast-Iron Soil Pipe Fittings: ASTM A 74, Service class. Joints shall be drainage type.B. PVC Plastic, DWV Pipe Fittings: ASTM D 2665, made to ASTM D 3311; socket-type; drain, waste, and vent pipe patterns. Joints shall be solvent-welded type, ASTM D 2564. Solvent shall be Low VOC with a VOC limit of 490.C. Plastic Pipe Sleeves: ASTM C 564 rubber for cast-iron soil pipe and ASTM F 477 elastomeric seal.1.4 PIPE APPLICATIONSA. Aboveground Applications: Unless noted otherwise, use PVC plastic DWV pipe and fittings with solvent-cemented joints for all horizontal and vertical sanitary waste and vent piping. [All] [Vertical] PVC piping must be wrapped with an approved sound-proofing material. Cast Iron piping may be provided in lieu of PVC. Cast Iron does not require sound-proofing material.1. Sound-proofing material for PVC shall be: Model KNM loaded vinyl limp mass barrier material by Kinetics, 6300 Irelan Place, Dublin, OH 43017, Phone: (614) 889-0480, www.kineticsnoise.com, or approved equal.B. Belowground Applications: PVC plastic DWV pipe and fittings with solvent-cemented joints.1.5 PIPING INSTALLATIONA. Install cleanout and extension to grade at connection of building sanitary drain and building sanitary sewer. Install exterior cleanouts in 1 cubic foot of concrete, 12” x 12” x 12”. Hold concrete down 4” from finished grade. B. Locate drainage piping runouts as close as possible to bottom of floor slab supporting fixtures or drains.C. Install cleanout in basement.1.6 INSPECTIONA. Inspect and test piping systems following procedures of authorities having jurisdiction.54 SECTION 221400 -STORM DRAINAGE 1.1 SECTION REQUIREMENTSA. Minimum Pressure Requirement for Storm Drainage: 10 feet head.B. Comply with NSF 14 “Plastic Piping Components and Related Materials.”C. The contractor shall take his own measurements and shall be responsible for same. He shall provide all incidental items necessary to complete the plumbing work as outlined on the drawings and as required. All work, materials and methods shall comply with codes, rules, laws and regulations in effect in the locality of the job and shall meet with the approval of Inspecting Bureaus having jurisdiction. The contractor shall take out and pay for all permits and inspection fees necessary for the construction of his work.1.2 PIPES AND FITTINGSA. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends.B. PVC Plastic, DWV Pipe Fittings: ASTM D 2665, made to ASTM D 3311; socket-type; drain, waste, and vent pipe patterns. Joints shall be solvent-welded type, ASTM D 2564.1.3 STORM DRAINSA. Terrace Drains: Provide where indicated on plans.1. Provide a Smith Model #1409-Promenade Deck Drain.a. Provide cast iron grate. Nickel Bronze Finish.2. Install drain per manufacturers’ requirementsB. Area Drains: Provide where indicated on plans.1. Provide a Smith Model #1600 -Low Dome Drain, figure #1620Ta. Provide 2” x 12” x 12” of concrete to set drain.b. Provide Polyethylene Dome. Nickel Bronze Finish.2. Install drains per manufacturers’ requirementsC. Trench Drains: Where indicated on plans, provide Smith Model No. 9814.1. Description: 6-inch wide sloped pre-pre-cast polymer concrete channel with 6” cast-iron grate.a. Install components in accordance with manufacturer's instructions and approved product data submittals.b. Set plumb, level, and rigid.1.4 SUMP PUMPSA. Sump Pumps: Type A1 -Submersible -One Pump in One BasinB. Unit shall consist of single automatic submersible pump installed in one sump. Pumps to be cast iron with all stainless screws and bolts. Impeller to be non-clog vortex design. Mercury float switch to be piggy-back type and set to make pumps lead-lag. Each pump shall be complete with waterproof plug-in extension cord of sufficient length to allow connection to the electrical receptacle (outside the sump) without splicing. Motor shall have built-in thermal overload protection. Provide an alarm with horn and light to indicate high water condition. Alarm control to include contacts for remote alarm. Panel to be NEMA 4X. All equipment to be UL listed.1. Assure that sump inlet is sufficiently low to accommodate all flow inlets at not less than 0.125" per ft. Assure that electrical is accommodated under floor to sump pumps. Assure head room for pump removal; offset piping connections and locate unions in a manner to accommodate disconnect and lifting of pumps.2. Install a check valve on each pump discharge, downstream, from disconnecting union or flange. Vent thru roof all sewage ejector sumps and closed cover bilge pumps. Check valves shall be installed in the horizontal plane. 3. Drill a 0.1875" vent hole in discharge pipe, within the basin, between pump and check valve.1.5 PIPING INSTALLATIONA. Install cleanout and extension to grade at connection of building storm drain and storm sewer. Hold down 4” from finished grade.B. Locate drainage piping runouts as close as possible to bottom of floor slab supporting drains.1.6 INSPECTIONA. Inspect and test piping systems following procedures of authorities having jurisdiction. 55 SECTION 221600 – NATURAL GAS PIPING1.1 SECTION REQUIREMENTSA. Quality Assurance: Comply with NFPA 54.B. The contractor shall take his own measurements and shall be responsible for same. He shall provide all incidental items necessary to complete the plumbing work as outlined on the drawings and as required. All work, materials and methods shall comply with codes, rules, laws and regulations in effect in the locality of the job and shall meet with the approval of Inspecting Bureaus having jurisdiction. The contractor shall take out and pay for all permits and inspection fees necessary for the construction of his work.C. If required, the new gas line shall be connected to the gas line at the street. The Plumbing contractor shall be responsible for locating the existing street service, shall obtain all of the necessary permits, shall size the service line and shall coordinate the route of the gas line and location of the meter with the Architect prior to installation.D. Gas lines shall be run to exterior gas grill & fireplace starter only. See other sections of this specification for more information.E. Plumbing Contractor shall install install gas fire starters in all fireplaces. Size gas line to accommodate future ceramic gas logs.1.2 PIPE, TUBE, AND SPECIALTIESA. Steel Pipe: ASTM A 53, Type S (Seamless), Grade B, Schedule 40, plain ends. 1.1. Used for all gas piping inside the House.2. Underground steel pipe fittings, joints and breaks in the pipe coating shall, after final testing, be coated with 0.625” thickness of Barretts pipe enamel or double wrapped with “Tape Coat”. Underground steel pipe shall be protected with anodes as directed by the Gas Company.B. Malleable-Iron Threaded Fittings: ASME B16.3, Class 150.C. Brazing Filler Metals: AWS A5.8, Silver Classification BAg-1. Filler metal containing phosphorus is prohibited.D. Underground valves. Nordstrom, Newman-Milliken, Homestead, Durco, Resun or Walworth.1. Plastic ball valve. 125 psi. Nordstrom “Polyvalve” molded polyethylene body with butt or socket fusion ends compatible with piping and square operating head.2. Lubricated plug valve. Iron body, 200 psi. Nordstrom No. 142 (2” and smaller, threaded ends) and No. 143 (2.50” and larger, flanged ends). Lubrication fitting shall be designed and placed for easy access thru the valve box.E. Above ground valves.1. Lubricated plug valve. Nordstrom, Homestead, DeZurik, Durco, Newman-Milliken.2. Iron body, 200 psi. Nordstrom No. 142 (2” and smaller, threaded ends) and No. 143 (2.50” and larger, flanged ends).3. Ball valves. Hammond, Nibco, Milwaukee, Watts, Apollo.4. 2” and smaller. Hammond 8901, 600 psi non-shock WOG, two-piece forged brass body, screwed ends, brass stem and ball with chrome plating, reinforced TFE seat and seal, handle.5. Butterfly valve. Nibco, Grinnell, Stockham, Milwaukee, Watts, Keystone.6. 2.50” and larger, Nibco LD-3110-5, 250 psi, ductile iron or cast iron tapped lug body, ductile iron disc, Buna-N seat, 416 SS stem, worm gear operator with handwheel and indicator.7. Locking feature shall be incorporated on valves where so designated, or where directed by local gas company.8. Manual Valves: Comply with standards listed or, if appropriate, to ANSI Z21.15. 9. Gas Valves: 150-psig (1035-kPa) WOG, cast-iron or bronze body, bronze plug, straightaway pattern, square head, tapered-plug type. F. Gas Stops: AGA-certified, bronze-body, plug type with bronze plug, for 2-psig (13.8-kPa) or less natural gas. Include AGA stamp, flat or square head or lever handle, and threaded ends complying with ASME B1.20.1.G. Gas-Pressure Regulators: ANSI Z21.18, single-stage, steel-jacketed, corrosion-resistant pressure regulators. Include atmospheric vent, elevation compensator. Regulator pressure ratings, inlet and outlet pressures, and flow volume in cubic feet per hour of natural gas at specific gravity are as indicated.1. Line Gas-Pressure Regulators: Inlet pressure rating not less than system pressure.2. Appliance Gas-Pressure Regulators: Inlet pressure rating not less than system pressure, with capacity and pressure setting matching appliance.3. Gas-Pressure Regulator Vents: Factory-or field-installed corrosion-resistant screen in opening opening when not connected to vent piping.1.3 INSTALLATIONA. Close equipment shutoff valves before turning off gas to premises or section of piping. Perform leakage test as specified to determine that all equipment is turned off in affected piping section.B. Install shutoff valve, downstream from gas meter, outside building at gas service entrance.C. Drips and Sediment Traps: Install drips at points where condensate may collect. Include outlets of gas meters. Locate where readily accessible to permit cleaning and emptying. Do not install where condensate would be subject to freezing.D. Install gas piping at uniform slope of 0.1 percent upward toward risers.E. Use eccentric reducer fittings to make reductions in pipe sizes. Install fittings with level side down.F. Install strainers on supply side of each control valve, gas-pressure regulator, solenoid valve, and elsewhere as indicated.G. Install valves in accessible locations, protected from damage. Tag valves with metal tag indicating piping supplied. Attach tag to valve with metal chain.H. Install gas valve upstream from each gas-pressure regulator. Where two gas-pressure regulators are installed in series, valve is not required at second regulator.I. Install pressure-relief or pressure-limiting devices so they can be readily operated to determine if valve is free; test to determine pressure at which they will operate; and examine for leakage when in closed position.J. Connect gas piping to equipment and appliances with shutoff valves and unions. Install gas valve upstream from and within 72 inches of each appliance using gas. Install union or flanged connection downstream from valve.K. Inspect, test, and purge piping according to NFPA 54, Part 4, “Gas Piping Inspection, Testing, and Purging”; and requirements of authorities having jurisdiction.56 SECTION 223400 – FUEL-FIRED DOMESTIC WATER HEATERS1.1 SECTION REQUIREMENTSA. Submittals: Product Data, warranties and Owner’s Manuals.B. Warranties: Submit a written warranty executed by manufacturer agreeing to repair or replace water heaters and accessories that fail in materials or workmanship within 5 years of Substantial completion. Failures include, but are not limited to, tanks and elements.C. Plumbing Contractor shall evaluate the demand for the new plumbing layout. The contractor shall submit a proposal for equipment, zones, and location of equipment to supply ample hot water on demand.D. Contractor shall submit venting requirements to Architect when submitting bid. Contractor shall review all venting requirements with Architect prior to construction.E. Contractor shall size domestic water heater per the “Domestic Water Heating Design Manual” as published by the American Society of Plumbing Engineers.1. Contractor shall submit calculations and design data to Architect for review and approval.1.2 WATER HEATERS, GENERALA. Interior Finish: Materials that comply with requirements of applicable NSF, AWWA, or FDA and EPA regulatory standards for tasteless and odorless, potable-water-tank linings.B. Anode Rods: Factory installed, magnesium.C. Combination Temperature and Pressure-Relief Valve: ASME rated and stamped and complying with ASME PTC 25.3. Include relieving capacity at least as great as heat input and pressure setting less than water heater working-pressure rating. Select relief valve with sensing element that extends into tank.D. Drain Valve: ASSE 1005, factory or field installed.1.3 ELECTRIC WATER HEATERSA. Household, Storage, Electric Water Heaters: 1. Heater shall be UL approved glass lined, tested at 150 psi and protected by magnesium anodes. Tank shall be insulated with minimum 2" thick fiberglass with a heavy gauge metal jacket with a baked enamel finish. Unit shall be completely prewired with controls, high limit and adjustable range operating thermostats, requiring only the connections of a power source at one location.2. Water heaters shall be manufactured by Ruud, A.O. Smith, State, Rheem, or Lochinvar.3. Heater drain size shall conform to ASME. Tank insulation shall meet State energy code requirements.1.4 Thermal Expansionxpansion TankA. Thermal expansion tank for expansion compensation in the domestic hot water system shall be pressurized diaphragm type, NSF or FDA approved and specifically constructed for domestic hot water systems.B. The tank shall be welded steel constructed for 125 psi. The tank shall be fitted with a butyl rubber diaphragm (to separate water from the pressurized air section of the tank), stainless steel tapping for system connection and a standard tire air-charging valve. Tank shall have a rigid polypropylene interior liner in the water section. Tank exterior shall be prime coat or finish painted.C. Tank shall be equal to Amtrol "Thermo-X-Trol" or Wessels "TXA", or equal by Watts. 1.5 INSTALLATIONA. Install temperature and pressure-relief valves and extend to closest floor drain.B. Install vacuum-relief valves in cold-water-inlet piping.C. Install shutoff valves and unions at hot-and cold-water piping connections.D. Make piping connections with dielectric fittings where dissimilar piping materials are joined.E. Electrically ground units according to authorities having jurisdiction.57 SECTION 224000 -PLUMBING FIXTURES1.1 SECTION REQUIREMENTSA. See Plumbing Fixture Schedule in drawings.1.2 INSTALLATIONSA. Install fixtures with flanges and gasket seals.B. Fasten counter-mounting plumbing fixtures to casework.C. Secure supplies to supports or substrate within pipe space behind fixture.D. Install water-supply stop valves in accessible locations.E. Install disposers in sink outlets. Install switch where indicated, or in wall adjacent to sink if location is not indicated.F. Install hot-water dispensers in back top surface of sink or in counter with spout over sink.G. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep-pattern escutcheons where required to conceal protruding pipe fittings.H. Seal joints between fixtures and walls, floors, and counters using sanitary-type, one-part, mildew-resistant, silicone sealant. Match sealant color to fixture color.I. Provide and install drain assemblies for all lavatories as required. 58 SECTION 230700 – HVAC INSULATION1.1 SECTION REQUIREMENTSA. Quality Assurance: Labeled with maximum flame-spread rating of 25 and maximum smoke-developed rating of 50 according to ASTM E 84.1.2 PIPE INSULATIONA. Flexible Elastomeric Cellular Pipe Insulation: Closed-cell, sponge-or expanded-rubber materials. Comply with ASTM C 534, Type I.1. Flexible Elastomeric Insulation installed outdoors shall be coated with a manufacturer approved protective coating intended to inhibit product breakdown associated with exposure to UV radiation.1.3 DUCT AND EQUIPMENT INSULATIONA. Glass-Fiber-Blanket Insulation: Glass fibers bonded with a thermosetting resin. Comply with ASTM C 553, Type II, without facing and with all-service jacket manufactured from kraft paper, reinforcing scrim, aluminum foil, and vinyl film. Insulation-lined duct shall not be used.1. Surfaces exceeding 12” shall be impaled with retaining pins and fastening washers.1.4 INSTALLATIONA. Install vapor barriers on insulated pipes with surface operating temperatures below 60 deg F.B. Insulate fittings, valves, and specialties.C. Seal vapor-barrier penetrations for hangers, supports, anchors, and other projections.D. Coat glass-fiber pipe insulation ends with vapor-barrier coating.E. Seal ends of flexible elastomeric cellular insulation with low-VOC adhesive.F. Exterior Wall Penetrations: For penetrations of below-grade exterior walls, terminate insulation flush with mechanical sleeve seal.G. Interior Walls and Partitions Penetrations: Apply insulation continuously through walls and partitions, except fire-rated walls and partitions.H. Flexible Elastomeric Insulation Installation: Seal joints with low-VOC adhesive.I. Insulation Applications: 1. Insulate the following systems:a. Refrigerant suction piping.2. Do not apply insulation to the following systems, materials, and equipment:a. Flexible connectors.b. Piping specialties, including air chambers, unions, strainers, check valves, plug valves, and flow regulators.c. Factory-insulated flexible ducts.d. Factory-insulated plenums, casings, terminal boxes, and filter boxes and sections.e. Vibration-control devices.f. Testing laboratory labels and stamps.g. Nameplates and data plates.J. Install duct insulation as follows:1. Install vapor barriers on insulated ducts and plenums with surface operating temperatures below 60 deg F. Seal joints and seams to maintain vapor barrier on insulation requiring a vapor barrier.2. Taper glass-fiber insulation ends at a 45-degree angle and seal with adhesive. Cut ends of flexible elastomeric cellular insulation square and seal with adhesive.3. Blanket Insulation Installation: Bond ducts having long sides or diameters smaller than 24 inches with bonding adhesive applied in 6-inch-wide transverse strips on 12-inch centers. Bond ducts having long sides or diameters 24 inches and larger with anchor pins spaced 12 inches apart each way. Apply bonding adhesive to prevent sagging of insulation. Overlap joints 3 inches. Seal joints, breaks, and punctures with vapor-barrier compound.K. Duct Insulation Thickness and Application Schedule: Insulate ducts with the following materials and thicknesses:1. Concealed Applications within the Building Insulation Perimeter: Fiberglass blanket, 1-1/2 inches thick.2. Concealed Applications beyond the Building Insulation Perimeter: Fiberglass blanket, 3 inches thick. 59 SECTION 232116 – VERTICAL WELL HEAT EXCHANGE SYSTEMS1.1 SECTION REQUIREMENTSA. A complete system of underground piping for heat pump condenser water shall be provided as specified below and shown on the drawings including all work necessary to provide the bore hole.B. Supplier shall make a complete layout of the system showing anchors, expansion provision, and building entrance details. Means for expansion must be made in pipe offsets or loops unless this is compensated for integrally in the system.1.2 PIPINGA. Exterior underground piping shall be HDPE, ASTM-2513, 1600 psi at 73.4° F. perASTM-D-2837. Fittings and joints – HDPE socket, sidewall, or butt weld type – ASTM D-3261, ASTM-2683 electrofusion type, ASTM F-1055.B. Interior piping shall be Type "L" seamless hard drawn copper tubing. Fittings -wrought copper or cast bronze, solder ends. Joints -soldered with lead-free tin alloy, 95-5 tin-antimony or silver-bearing tin equal to Harris "Stay-Brite", "Stay-Brite 8" or "Bridgit".1.3 VERTICAL BORESA. Vertical bores of the necessary depth and diameter to achieve the water source heat pump design operating conditions shall be provided under this contract.B. Vertical bores shall be drilled to sufficient depth to ensure that the entire length of U-tube is inserted. This may require the bore to be drilled several feet deeper than the U-tube length.C. All U-tube joints shall be visually inspected and pressure tested for integrity as specified by the pipe manufacturer (alignment, bead roll-back) prior to insertion into the bore hole.D. Bore hole annulus shall be backfilled with bentonite (limited permeability grout with high sand or silica content) to provide a minimum thermal conductivity of 0.85 BTU/Hr. Ft.°F and a permeability of 1 x 10 –7 CM/5 or less. Ensure that air voids are not present in backfilled bore. Utilize a "tremmie" tube, as required, to ensure proper insertion of backfill material.E. Each well shall be pressure tested immediately after backfill with grout.1.4 INSTALLATIONA. U-tubes are to be heat/electro-fused to the horizontal supply and return headers in the trenches.B. Supply and return headers shall be installed with a minimum 60" of earth coverage.C. Each heat pump condenser loop system shall be filled with 25% propylene glycol solution. Propylene glycol shall be Dow Chemical "Dowfrost", Interstate Chemical “Intercool P-300” or Union Carbide "Ucarfrost", a freeze protection fluid with special inhibitor formulation for HVAC application. The freeze protection fluid shall be factory mixed with deionized water to the desired concentration and furnished in drums of size specified by the Contractor.D. The entire installation of all underground piping systems shall be done by the Contractor under the strict supervision of the manufacturer's field engineer. The manufacturer's field instructor, who is technically qualified to determine whether or not the installation is being made in accordance with the manufacturer's recommendation, shall be present during critical periods of installation, and test of the system. On completion of the installation the Contractor shall deliver to the Owner a certificate from the manufacturer stating that the installation has been made in accordance with the manufacturer's recommendations.E. Excavation and backfilling shall be included per local code requirements. Perform outside work only when weather and temperature conditions are suitable, particularly heat fusion of HDPE piping. Keep all trenches clear of water and debris. Take special precaution to reinforce pipe sections spanning over excavated areas and at the building wall.F. Piping shall be purged with water/anti-freeze solution at a flow rate that exceeds 2 fps in all piping cross sections.G. After purge, pressure testing per local code shall be performed.H. All piping shall be pitched for drainage and air venting.60 SECTION 233100 – HVAC DUCTS AND ACCESSORIES1.1 SECTION REQUIREMENTSA. Summary: Metal and nonmetal ducts and accessories in pressure classes 2 inch wg or less and a maximum velocity of 2400 fpm.B. Comply with UL 181 and UL 181A for ducts and closures.C. Testing, Adjusting, and Balancing Agency Qualifications: AABC or NEBB certified.D. Ducting shall be designed to account for specialty wood registers, see Division 23 Section 233713 “Diffusers, Registers and Grilles”.1.2 DUCTSA. Ductwork shall be sized for a maximum velocity of 800 FPM and/or a maximum static pressure drop of 0.08” per foot, whichever is more stringent.B. Galvanized Steel Sheet: Forming steel, ASTM A 653/653M, G90 coating designation with mill-phosphatized finish for exposed surfaces of ducts exposed to view.C. Rectangular Metal Duct Fabrication: Comply with SMACNA’s “HVAC Duct Construction Standard” for metal thickness, reinforcing types and intervals, tie-rod applications, and joint types and intervals.1. Ducts shall be constructed of 24 Ga. steel minimum regardless of SMACNA reinforcement classification.D. Review free area of specified grilles to determine appropriate boot sizes.1.3 ACCESSORIESA. Volume-Control Dampers: Factory-fabricated volume-control dampers, complete with required hardware and accessories, including locking quadrant operators. Single blade and multiple opposed blade, standard leakage rating, and suitable for horizontal or vertical applications.B. Flexible Connectors: Flame-retarded or noncombustible fabrics, coatings, and adhesives complying with UL 181, Class 1.C. Flexible ductwork may not be utilized without the written consent of the Architect prior to installation. If flexible ductwork is accepted by the Architect, it shall comply with the following requirements:1. Flexible Ducts: Factory-fabricated, insulated, round duct with helical wire, with an outer jacket enclosing 1-1/2-inch-thick, glass-fiber insulation around a continuous inner liner. 2. Flexible ducts may be utilized for connection directly to air device boots only and shall not exceed 48 inches in length.D. Joint and Seam Sealant: Comply with UL 181A. Sealants shall be low-VOC, water-based duct sealant equal to United McGill Uni-Mastic 181”.1.4 INSTALLATIONA. Duct System Pressure Class: Construct and install each duct system for the specific duct pressure classification indicated.B. Conceal ducts from view in finished and occupied spaces.C. Avoid passing through electrical equipment spaces and enclosures.D. Support and connect metal ducts according to SMACNA’s “HVAC Duct Construction Standard.”E. Install duct accessories according to applicable portions of details of construction as shown in SMACNA standards.F. Duct Sealing: All transverse and longitudinal seams of ducts shall be sealed with a low VOC, water based duct sealant equal to United McGill Uni-Mastic 181.G. Protect ducts immediately upon installation with protective coverings to prevent construction debris to enter the duct work.1. “Pro-Vent” by Protective Products International, Inc. 140 Kerry Lane Wauconda, IL 60084. (800) 789-6633.1.5 TESTING, ADJUSTING, AND BALANCINGA. Provide complete system testing and balancing in accordance with the requirements below. Testing and balancing may be provided by the mechanical contractor performing the system installation or may be provided by an independent third party, provided the requirements below are met.B. Prior to initiating balance work, the AABC or NEBB credentials shall be submitted to the Architect for review and approval.C. The Balancing Contractor shall review and inspect the duct system installation prior to application of finish material to ensure acceptable quality of installation and overall system performance.1. Corrections deemed necessary by the Balancing Contractor shall be incorporated without additional expense to the Owner.D. Balance airflow on all supply, return, and exhaust systems, including sub-mains, branches, terminals, and air devices to indicated quantities + 15% of the design value. E. All balancing shall be performed with partition doors in the closed position to ensure proper airflow through return and exhaust duct.F. A written report stamped by the AABC or NEBB licensed balance contractor shall be provided to the Architect for review and record that the system performs within the specified limits.61 SECTION 233423 – HVAC POWER VENTILATORS1.1 SECTION REQUIREMENTSA. Provide ventilators that bear the AMCA seal.B. Comply with applicable NEMA standards.C. Comply with UL 705.D. Energy Star: Where available, provide systems and components that are Energy Star Rated.1.2 VENTILATORS AND ACCESSORIESA. Bath Exhaust Fans with Lights: Panasonic Whisper Lite, Model Number FV-__VFL2. Size fans using manufacturer’s recommended method. B. Bath Exhaust Fans without Lights: Panasonic Whisper Ceiling, Model Number FV-__VQ3. Size fans using manufacturer’s recommended method.C. Remote Bath Exhaust Fans: Remote inline fan, dampered grilles, connectors, termination cap, and required accessories by Fantech, 1712 Northgate Boulevard, Sarasota, FL 34234, Phone: (800) 747-1762. Size fan using manufacturer’s recommended method. Review ductwork, remote location, and termination in field with Architect. D. Each exhaust fan shall be equipped with an integral electrical disconnecting means.E. Fan sound levels shall be selected to maintain space Room Criteria levels at or below RC-35.F. See Appliance Schedule for Kitchen Exhaust Hood.1.3 INSTALLATIONA. Install as per manufacturers installation instructions.B. Connect all power ventilators to specified switch. Refer to Section 262726 -Wiring Devices.C. Ground power ventilators. 62 SECTION 233713 -DIFFUSERS, REGISTERS, AND GRILLES1.1 SECTION REQUIREMENTSA. H.V.A.C. Contractor shall size all registers, grilles, and diffusers or ducting for proper airflow.B. Pre-Installation Conference: HVAC contractor shall conduct a conference on site with the Architect for approval of proposed supply and return locations prior to beginning the work. Notify the Architect at least 48 hours prior to the proposed conference time.1.2 OUTLETS AND INLETSA. Floor Registers: As follows:1. Floor-mounted grilles in wood flooring shall be flush mounted Wood Grilles with adjustable louvers by Reggio Register Company (20 Central Ave. P.O. Box 511, Ayer, Ma. 01432, Phone: 978-772-5532) or Grill Works, Inc. (1609 Halbur Road, P.O. Box 175 Marshall, MN 56258 Phone: 800-347-4745) or Cape Cod Air Grilles, (11 Atlantic Avenue, So. Yarmouth, MA 02664 Phone: 508-394-8700). Wood species shall match that of wood flooring. Install grilles as per manufacturer’s instructions. No substitutions allowed without sample being approved by Architect prior to ordering. Finish at same time as hardwood flooring.2. Floor-mounted grilles in tile flooring: Grilles shall be black cast iron grilles with adjustable louvers by Reggio Register Company, (20 Central Ave. P.O. Box 511, Ayer, Ma. 01432, 978-772-5532).B. Wall and Ceiling Grilles: As follows:1. Material: Aluminum.2. Finish: Baked enamel, white, painted to match wall or ceiling color.3. Mounting: Countersunk screw.C. All supply air devices shall be provide with an adjustable, opposed or parallel blade damper for use in balancing.D. Selection Criteria1. Air Devices shall be selected based on the Isothermal Jet Principle, ASHRAE Standard 70-91.2. Air Devices shall be selected to maintain a Room Criteria sound level of RC-35 maximum.1.3 INSTALLATIONA. Coordinate location and installation with duct installation and installation of other ceiling-and wall-mounted items.63 SECTION 260500 – COMMON WORK RESULTS FOR ELECTRICAL 1.1 SECTION REQUIREMENTSA. Summary: Building wire and cable and associated splices, connectors, and terminations for wiring systems rated 600 V and less, and twisted-pair cable; and boxes.B. All new work shall conform to the latest edition of the National Electric Code, applicable local, state and federal codes as well as NEMA, ANSI, and IEEE Standards.C. All electrical equipment and wiring shall bear the UL Underwriters Laboratory label where UL labeled items are available, and comply with NEC (NFPA-70) and NFPA requirements.D. Furnish all material, labor, tools, equipment, and perform all work necessary for general illumination, receptacles, and equipment. Provide circuits, boxes, breakers, etc., as required. Include all items shown on drawings and equipment provided by the HVAC contractor.E. Furnish and install any and all incidental equipment, circuits, wiring, or devices as required by code or as necessary to service the new construction or the appliances/equipment indicated by the drawings and specifications.F. Contractor shall evaluate the electrical load demands of the proposed project and size the service to accommodate that load. The Electrical contractor shall be responsible for locating the existing street service, shall obtain all of the necessary permits, shall size the service line, shall coordinate the location of the electric meter and shall coordinate the route of the electric line with the Architect prior to installation. G. The Electrical Contractor shall install smoke detectors as indicated in drawings and outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each additional story of the dwelling, including basements and cellars but not including crawl spaces and uninhabitable attics. All detectors shall be interconnected such that the actuation of one alarm will actuate all the alarms in the individual unit and shall provide an alarm that will be audible in all sleeping areas. All detectors shall be approved and listed and shall be installed in accordance with the manufacturer’s instructions. Smoke detectors shall have 120-volt common power and integral battery backup.H. In addition to all lighting, appliances and equipment the Electrical Contractor shall furnish and install all wiring for cable TV, telephone, exterior lighting shown on plans, and provide circuits and conduit through the foundation wall for site lighting.I. Electrician shall install electric in floor radiant heating system. Refer to Specification Section 238313.J. Excavate for all exterior ducts, conductors, conduit, lighting standard bases, underground tanks and incidental work which are included in the Electrical contract. Backfill to finish grade or to levels consistent with the General Contractor’s and the Site Contractor’s activities. Cut existing street, drive and parking lot paving, walks, curbs and other permanent hard surfaces which are to be encountered. Repair or restore exterior surfaces to original condition.K. Excavation and trench wall supporting, cribbing, sloping and stepping of excavations required for safety shall be done in accordance with OSHA and local requirements. L. A utility locator service shall be engaged to locate, mark and identify private lines and other utilities that are not located by the means mentioned above. Existing utilities encountered during excavation work shall be protected in a manner acceptable to the utility owner. Any utilities that are damaged shall be repaired or replaced by this Contractor to the full satisfaction of the utility owner.M. Interior and exterior trenches shall be over-excavated and the duct, conductor or conduit shall be laid on 6” minimum depth sand bed. Backfill shall be mechanically compacted in layers not over 6" deep. Water settling will not be permitted. N. Backfilling of excavations and trenches inside the building and outside under paved or other hard surfaced areas, shall be with graded pea gravel to prevent undue settlement 1.2 WIRES AND CABLESA. Conductors: Copper1. Service to house: Aluminum.B. Building Wires: Type THHN/THWN or XHHW.C. Nonmetallic Sheathed Cable: Type NM.D. Armored Cable up to No. 2 AWG: Type AC or Type MC.E. Armored Cable No. 1 AWG and Larger: Type MC, aluminum armor or galvanized steel armor, XHHW insulation.F. Computer Cable: Category 5EG. Connectors and Splices: Wiring connectors connectors of size, ampacity rating, material, and type and class for application and for service indicated.H. Twisted Pair: No. 22 AWG tinned-copper conductors; PVC insulation; overall aluminum/polyester shield and No. 22 AWG tinned-copper drain wire; PVC jacket.I. Provide submittals (product data sheets) for cable types.1.3 ENCLOSURESA. Hinged-Cover Enclosures: NEMA 250, steel enclosure with continuous hinge cover and flush latch. Finish inside and out with manufacturer’s standard enamel.B. Cabinets: NEMA 250, Type 1, unless otherwise indicated.C. Wall boxes shall be equal in quality to Carlon Hard Shell switch/outlet boxes.D. No switch/Outlet boxes shall be placed in the same stud cavity or back to back on all interior walls. The intent is to reduce sound transfer from room to room.E. All exterior boxes shall have insulation placed between the box and exterior wall. Receptacle cover plates at exterior walls shall have insulated gasket between receptacle body and cover. F. Provide submittals (product data data sheets) for all boxes.1.4 INSTALLATIONA. Install wires and cables according to the NECA’s “Standard of Installation.”B. Outdoors Wiring Methods: As follows:1. Exposed: Intermediate metal conduit.2. Concealed: Intermediate metal conduit.3. Underground, Single Run: Rigid nonmetallic conduit.4. Underground, Grouped: Rigid nonmetallic conduit.5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid or Motor-Driven Equipment): Liquid-tight flexible metal conduit.C. Conceal wiring, unless otherwise indicated, within finished walls, ceilings, and floors.64 SECTION 260526 -GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS1.1 SECTION REQUIREMENTSA. Work includes grounding and bonding of system neutral, equipment and conduit systems to conform to requirements of NEC and as detailed on the plans and in the specifications.1.2 PRODUCTSA. Grounding rods shall be copper clad, molten-welded copper to steel; unless otherwise designated, 0.625" diameter x 10 ft. long.B. Clamps and continuity devices shall be non-ferrous material, UL approved. Connections to ground rods and all underground connections shall be "Thermoweld" or "Cadweld".C. Ground conductors shall be insulated, identified by green insulation or by painting or taping green at all accessible locations and shall be connected with approved connectors and terminators to boxes, devices, equipment, etc. and to ground bars in panels.1.3 EXECUTIONA. Provide a listed intersystem bonding termination with capacity for a minimum of 5 -#6 bonding conductor terminations. Locate external to the service entrance equipment and connect to the grounding electrode system.B. Wiring devices shall be connected with grounding jumper from ground pole on device to grounding screw in the outlet box.C. Extend a minimum #4/0 copper ground cable from the ground bus in the primary service entrance equipment to the street side of the main water meter and to building steel, driven ground rods outside or buried electrodes; increase ground conductor sizes where required.D. Main service neutral shall be grounded to the street side of the building water service. A bonding jumper shall be installed around the water meter. In addition to using the water service as a grounding electrode, effectively grounded building steel, foundation footing steel (minimum 20 ft. length or provide 20 ft. #2 in.) and driven ground rods outside or buried electrode shall be provided and connected. Bond to interior metallic water, gas and all other metallic lines.E. The complete metal conduit system shall be used for the equipment grounding system. Conduit systems and associated fittings and terminations shall be made mechanically tight to provide a continuous electrical path to ground and shall be safely grounded at all equipment by bonding all metallic conduit to the equipment enclosures with locknuts cutting thru paint or enclosures. Bond all conduits entering with a ground wire connecting the grounding type bushings to the equipment ground bar. Conductors shall be sized per NEC Tables 250-66 and 250-122. Bond all communications conduit systems to ground.F. In addition to using the conduit system for grounding, a complete auxiliary green wire equipment grounding system shall be installed, continuous from main ground, thru distribution and branch circuit panelboards and paralleling all feeders and branch circuit wiring. Grounding conductor sizes shall comply with NEC Table 250-122, minimum size shall be #12 copper except #14 on control circuits. This shall apply to all circuits rated 100 volts or more above ground potential.1. Connect ground terminal on wiring devices to auxiliary green wire equipment grounding system.G. Ground neutral of all transformers for separately derived systems. Grounds may be to the street side of the main water service, thru a set of interconnected ground rods, or to other NEC approved electrodes.H. Motor frames shall be bonded to the equipment grounding system by an independent green wire, sized as shown.I. Cord connected appliance frames shall be grounded to the equipment grounding system thru a green wire in the cord.J. A green grounding conductor shall be installed in each non-metallic conduit and all flexible conduits, including exterior underground conduits.K. System neutral connections shall be insulated from metal enclosures except at the neutral of the service entrance equipment and on the neutral of a separately derived system. Connections to the main switchgear enclosure shall be by means of bonding jumpers.L. The building neutral shall be identified throughout with white conductors. Where there are neutral conductors from a separately derived system the neutrals of the two systems shall be separately identifiable per NEC Article 200.M. A minimum #6 ground wire shall be run from each telephone backboard back to the main building ground.N. Where metal covers on pull boxes and junction boxes are used, they shall comply with the grounding and bonding requirements of NEC Article 250.O. Connections to driven ground rods or other such electrodes shall be a minimum of three feet from the foundation wall or beyond the roof drip line, whichever is greater.P. The electrodes (driven ground rods) of the electrical grounding system shall not be used for the electrodes for the lightning protection system, and vice versa. However, these two systems shall be bonded together at one point per NEC.65 SECTION 262416 -PANELBOARDS1.1 SECTION REQUIREMENTSA. Each panelboard shall comply with all applicable codes, recommended practices and standards of IEEE, NEMA and UL. Panelboard shall be UL labeled.B. The panelboard manufacturer shall supply equipment which is rated, listed, and labeled for the available short circuit current circuit breaker combinations indicated on the drawings.1.2 PANELBOARD PRODUCTSA. Panelboard Types1. 240 Volt (Maximum) AC Panelboardsa. Breakers shall be “plug-in” type and in sizes thru 100 amp shall be minimum 10,000 amp, I.C. rated with adequate rating to interrupt the available fault current, or similar to the following:i. Square D: Series QOBii. C-H: Series GB, BAB-H, or GHBiii. Siemens: Series HED4 or ED4iv. G.E.: Series THQBb. GFCI breaker -UL Class A (5 milliampere sensitivity). Ground fault circuit protection shall be an integral part of the branch circuit breaker, which also provides overload and short circuit protection. Space required in panelboard shall be same as standard single pole circuit breaker.c. AFCI Breaker – UL 1699 (arc fault sensitivity). Arc fault circuit protection shall be an integral part of the branch circuit breaker, which also provides overload and short circuit protection. Space required in panelboard shall be same as standard single pole circuit breaker. Circuit breaker to be capable to operate with downstream GFCI receptacle in circuit.d. Panelboard by Square D Type “NQOD”, G.E. Type “AQ”, Cutler-Hammer “Powerline” or equivalent by Siemens.2. Circuit Breaker Distribution Panelboarda. Removable front with hinged door. Bussing braced for the available fault current; 1200 amp bussing and less.b. Power and distribution panelboards by Square D "I-Line", Siemens "Sentron" or equivalent by Cutler-Hammer or G.E.B. "Identification for Electrical System" nameplates are required where multiple panels exist.1.3 PANELBOARD CONSTRUCTIONA. Code gauge, galvanized steel tubs with minimum 4" clear gutters all sides. Minimum tub width 20", depth 5".B. Locking type reinforced doors with concealed hinges; equipped with directory card holder on inside of door; enameled finish. Doors over 48" high shall have 3-point latch and vault locks. All locks shall be master keyed cylinder, keyed alike.C. Permanent individual breaker pole numbers affixed adjacent to each breaker in a uniform position consisting of a stamped metallic or painted numeral.D. Bussing shall be copper.E. Branch circuit panelboard tubs and fronts shall be sized to have 225-amp bussing and accommodate 42 poles unless indicated otherwise on the drawings. Furnish number of breakers shown.F. A neutral bar assembly (when required) and separate ground bar assembly shall be provided. Each assembly shall be copper and have the adequate number of terminals, of sufficient size and type of anti-turn solder-less lugs. Each assembly shall have conductor terminal screwdriver slots facing the front of the panel. Bond ground bar assembly to panel cabinet.G. Terminals for feeder conductors to the panelboard mains, neutral, ground and branch circuit breaker wiring shall be suitable for the type of conductor specified.H. Main or sub-feed breakers shall be provided where indicated. Shunt trip breakers where specified, shall have 120-volt coil and coil clearing contacts.I. Where main or sub-feed contactors are indicated, they shall be ASCO Bulletin #920-114 or Square D Type "PB" electrically operated, mechanically held contactor. The operating coil shall be 120 volt with 2-wire control. Provide a separate hinged door and lock matching panel lock, for main and sub-feed contactors.J. Circuit breakers shall be thermo-magnetic, bolted type and where more than one pole is used, they shall employ a common trip.K. Breakers in panelboards used for switching of 120V. fluorescent lighting circuits shall be rated for switching duty UL "SWD" or “HID” type; for switching high-intensity discharge lighting shall be “HID” type.L. Breakers used for protection of heating, air conditioning and refrigeration equipment shall be UL "HACR" type.M. The panelboards and breakers shall be adequately rated for the available fault current as indicated on the drawings and in the specifications. The total breaker and fuse short circuit and over-current protective system shall be U.L. Series -Combination Rated System.1.4 INSTALLATIONA. Mount top of wall mounted cabinets 6'-0" above floor. Coordinate location of recessed panels so they are accessible and to avoid interference with other equipment and trades. Mount and anchor floor set panelboards on a 4" high concrete pad furnished by Electrical Contractor.B. The position of breakers in each panel shall be arranged in the field for sequence phasing by this Contractor to best suit wiring conditions and balancing of phases. Fill in, typewritten, the directory of each branch circuit panelboard.C. The circuits from AFCI breakers shall be connected with independent neutral conductors i.e., no shared neutral conductors.D. Provide breaker handle tie for multi-wire branch circuit.SECTION 262726 -WIRING DEVICES1.1 SECTION REQUIREMENTSA. Comply with NEMA WD 1.B. Comply with NFPA 70.C. All branch circuits that supply 125-volt, single-phase, 15-and 20-ampere outlets installed in dwelling units shall meet or exceed NEC 210.12 (B). An arc-fault circuit interrupter listed to provide protection to the entire branch circuit is required.D. All 125 volt, single phase, 15-20 amp receptacles installed in locations specified in NEC 210.8 (A) shall have ground fault circuit interrupter (GFCI) protection for personnel.1.2 DEVICESA. General: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction.B. Color: Selected by Owner and Architect prior to initial installation of devices.C. Receptacles: General-Duty grade, NEMA WD6, Configuration 5-20R or 5-15R unless otherwise indicated. Decorative products shall be equal to Hubbell HomeSelect Decorator series, equal by Leviton Decora series or Cooper.D. Weather-Proof Receptacle Covers: Recessed “Multi-Mac” receptacle covers as manufactured by TayMac Corporation (www.taymac.com) or recessed “InBox” by Arlington Industries (www.aifittings.com). Coordinate rough-in box location with cover requirements.E. Floor boxes:1. For use in wood floors, approved products: a. Hubbell Inc.’s model B2481 single-gang box, with model S3625 Brass finish rectangular outlet cover.b. Lew Electric Fittings Company’s RCFB-1 Brass finish] recessed hybrid floor box.F. Ground-Fault Circuit Interrupter Receptacles: Feed-through type, with integral duplex receptacle; for installation in a 2-3/4-inch-deep outlet box without an adapter.G. Snap Switches: General-duty toggle style, quiet type. Decorative rocker type products shall be equal to Hubbell HomeSelect Decorator series, equal by Leviton Decora series or Cooper.H. Incandescent Lamp Dimmers: Dimmers shall be Lutron Ariadni preset slide dimmers or equal. The Electrical Contractor shall be responsible for sizing all dimmers to accept the loading demand on them.I. Digital Timer Switches:1. Leviton Decora Electronic Timer, 3-wire, single-pole #6230M (with 5, 10, 15 and 30 minute intervals.)2. Lutron Maestro eco-timer, 3-wire, single-pole (with 1, 5, 10, 15, 20, 25, and 30 minute intervals).J. Occupancy Sensor Switch: Sensor Switch, Wall Switch Decorator Sensor -PIR/Microphonics (PDT), 2 Pole, model number WSD-PDT-2P-__-LT. Connect one pole of the unit to general lighting and the second pole to the exhaust fan. Review timing requirements with the Owner and Architect prior to programming.K. Wall Plates, Finished Areas: Smooth plastic fastened with metal screws having heads matching plate color.L. Door Bell: Install new doorbell system. System to be selected by Owner. Review location of door chime and location of doorbell with Owner prior to ordering and wiring.1.3 INSTALLATIONA. Install devices and assemblies plumb and secure.B. Mount devices flush, with long dimension vertical, and grounding terminal of receptacles on top unless otherwise indicated. Group adjacent devices under single, multi-gang wall plates.C. Protect devices and assemblies during painting.D. Install wall plates when painting is complete.E. All electrical outlet cover plates to clear base and countertops by a minimum of 1”.F. Coordinate all installations with interior elevations for switch, receptacle, grilles etc. locations.67 SECTION 262816 -ENCLOSED SWITCHES AND CIRCUIT BREAKERS 1.1 SWITCHESA. Enclosed, Non-fusible Switch: NEMA KS 1, Type HD, with lockable handle.B. Enclosed, Fusible Switch, 800 A and Smaller: NEMA KS 1, Type HD, clips to accommodate specified fuses, enclosure consistent with environment where located, handle lockable with 1 padlocks, and interlocked with cover in closed position.1.2 CIRCUIT BREAKERSA. Enclosed, Enclosed, Molded-Case Circuit Breaker: NEMA AB 1, with lockable handle.1. Enclosure: NEMA AB 1, Type 1, unless otherwise specified or required to meet environmental conditions of installed location.2. Provide submittals (product data sheets) for all switches and circuit breakers.68 SECTION 264313 -SURGE PROTECTIVE DEVICES (SPD’S) 1.1 SECTION REQUIREMENTSA. This specification describes the mechanical and electrical requirements for a low voltage Surge Protective Device (SPD); refer to Article 285 of the NEC. The SPD shall be suitable for application in category environments as described.B. The SPD with integral disconnect switch and over-current protection shall be UL Listed for parallel connection to the electrical system.C. Manufacturers Qualifications: Firms regularly engaged in the manufacture of SPD products for specified category and whose products have been in satisfactory service for not less than 5 years.D. NEMA Compliance: Comply with NEMA Standards Publication No. LS-1 or latest edition in effect.E. UL compliance and labeling: Listed per latest edition of UL 1449 Second Edition and latest editions of UL 1283 and UL 1414 for Electromagnetic Interference Filters, where applicable.F. SPD shall be independently laboratory tested.G. NEC compliance: Comply with NEC as applicable to construction and Article 285 for installation. The mounting position of the SPD shall permit a short lead length.H. In accordance with NEC Article 285, the SPD shall be clearly marked with the short circuit current rating. The AIC rating shall meet or exceed the rating of the equipment to which it will be applied. The addition of additional fusing to meet this requirement shall not impact the maximum surge current rating or the minimum repetitive surge current rating. Test reports from third party testing organizations shall verify this.I. Warranty: The SPD shall be warranted for unconditional failure replacement for a minimum of 10 years inclusive of all labor to restore the device to functionality. The first 5 years of this warranty will include the field labor required to remove/replace/or repair the failed SPD. Submit Warranty with shop drawings.J. The SPD MOVs will be individually fused to provide full system redundancy and provide a short circuit current rating of 200kAIC. The fusing system will also allow the full maximum surge current rating to pass through without fuse operation.K. By ANSI/IEEE C62.45 definition, “Category C3 Combination Wave” is 20 KV 1.2 microsecond open circuit voltage, 10 kA 8/20 microsecond short circuit current. Where category C3 is referenced in this specification, it shall mean the same.L. The over-current protection/disconnect device shall have a short circuit current rating greater than that available on the electrical distribution system. Issues: RWA Architects, Inc. 2771 Observatory Ave. Cincinnati, OH 45208 Office: 513-321-9506 Fax: 513-321-9507 Sheet No.: Date: Checked By: Drawn By: Commission No. Sheet Contents: Burks Residence 2011 Burning Tree Lane Carmel, IN 46032 Permit Set: 10-0708 DEB 10/15/2010 Written Specifications Copyright © 2010 RWA Architects, Inc. All rights reserved JJI 10/25/2010 Pricing Set: 11/12/2010 D J. ITECT HCRA No. 9400134 STATE OF ID N I ANA TERE SIGER NHOJ ISCH Revision 1: 12/20/2010 SP1.41.2 SUBMITTALSA. Submit the following for approval:1. All related shop drawings, product data, manufacturer’s installation instructions and maintenance manuals. Submit Warranty with shop drawings.2. Dimensional drawing of each SPD type indicating mounting arrangements.3. Single line diagram indicating all field connection requirements, conductor and overcurrent sizes, recommended conduit type, alarm contacts, etc.4. Maximum Surge Current Rating: Provide test reports demonstrating that the SPD is capable of surviving the specified maximum surge current rating. The rating shall be provided on a per mode basis. Reports shall clearly show that the tests have been performed on a COMPLETE SPD including all necessary fusing, thermal disconnects, integral disconnects, monitoring systems, etc. 5. Minimum repetitive surge current ratings: Test reports from a third party testing organization will demonstrate that a COMPLETE SPD has been tested to specified ratings. A complete device will include all necessary fusing, thermal disconnects, integral disconnects, monitoring systems, etc.6. Provide name of the nationally recognized independent testing laboratory that performed tests verifying that the COMPLETE SPD can survive the published surge current rating on a per mode and per phase basis and at maximum surge current level the fuses survive without blowing when the manufacturer recommended disconnect and overcurrent protection are installed in same test and circuit.7. All definitions and test and evaluation procedures shall be in accordance with NEMA LS-1, latest edition.8. UL documented Suppressed Voltage Ratings (SVR) for all modes. (L-L, L-N, L-G, N-G)9. The manufacturer shall submit a complete NEMA LS-1 test date package for each device specified.1.3 SURGE PROTECTION DEVICESA. The SPD for panelboards, load side of automatic transfer switch and for main service rated 400A to 600A, where indicated on the drawings shall have:1. A surge current capacity of 120,000 amps minimum total per phase (8 x 20 microsecond waveform) and rated for category C3; 60 kA L-G; 60 kA L-N; 60 kA N-G.2. A minimum repetitive surge current rating of 5,000 ANSI/IEEE C62.41 Category C3 impulses. Manufacturers may propose alternative maximum surge current ratings provided that this requirement is met.3. All modes of protection L-L, L-N, L-G and N-G.4. UL 1283 high frequency extended range-tracking filter. Typical noise attenuation shall be: -34 dB at 100 kHz; -51 dB at 1 MHz; -54 dB at 10 MHz; -48 dB at 100 MHz.B. Manufacturers for Panelboards and load side of ATS: Provide equipment manufactured by one of the following: 1. Liebert (ASCO) 2. Cutler-Hammer 3. (Clipper)4. Joslyn 5. Current Tech 6. Square D 7. Siemens 8. Advanced Prot Tech 9. LEA 10. Surge Suppression Inc. C. The SPD shall be compatible with the electrical system, voltage, current and distribution configuration; for single phase connected electrical system provide the appropriate SPD.D. The SPD maximum continuous operating voltage shall be greater than 115% of the nominal system operating voltage to ensure the ability of the system to withstand temporary RMS over-voltage (swell) conditions.E. The SPD shall use only solid state clamping components to limit the surge voltage.F. The SPD shall use LED indicators, which provide indication of proper suppressor operation and of suppression-failure; provide means for assuring lamps are operable. Include optically isolated N/C drop contacts for remote monitoring.G. UL 1449 Second Edition Suppressed Voltage Rating (SVR) shall not exceed the following including integral disconnects and over-current protection:1. System Voltage: 120/240V2. L-L: 7003. L-N: 4004. L-G: 4005. N-G: 400H. A means of mechanical safety disconnect shall be provided with a symmetrical fault current commensurate with the installation location. This disconnect shall be used for isolating the SPD from the electrical service for repair/testing without taking the whole panelboard, or ATS out of service.1.4 INSTALLATIONA. All conductors shall be copper and sized per the manufacturer's recommendations. The conductors are to be as short and straight as practically possible and shall not exceed 18 inches in length and shall be installed in PVC conduit (as local jurisdiction allows) where raceway is required. The input conductors are to be twisted together to reduce the SPD system inductance.B. The SPD shall be installed following the SPD manufacturer's recommended practices and in compliance with all applicable codes.C. A SPD will not withstand an over-voltage condition. Disconnect each SPD before using testing equipment on the system such as meggars and high voltage test equipment.D. Before energizing the SPD and before installation of the SPD shall be considered complete, the Contractor shall verify the integrity of the ground system to which the SPD is connected including grounding of all service entrance neutrals and neutrals of all separately derived systems as required by the NEC.69 SECTION 265000 -LIGHTING1.1 SECTION REQUIREMENTSA. The Electrical Contractor shall include all light fixtures and incidental accessories specified in plans/schedules in base bid.1. All lighting designated to be allowanced per the Electrical Plan shall be indicated as a separate line item in the bid.2. Recessed downlight incandescent fixtures [and recessed fixtures for use in sloped ceilings], approved products:a. Halo 5” H-51CAT series with 5020H Haze reflector.3. Recessed adjustable accent incandescent fixtures, approved products:a. Iris 5” P5 platform with M5P30 module and E5AAH element with Haze reflector.4. Recessed lighting lighting to be used in showers, approved products:a. Iris 3” P3120 platform with E3AASRH cutoff reflector trim and Haze reflector.5. Special-application recessed downlighting, approved products:a. Halo 4” line-voltage H-99ICT series with 999H Haze reflector.b. Halo 4” low-voltage H-1499IC series with 1421H Haze relector.6. Special-application recessed adjustable-accent art lighting and recessed fixtures for use in sloped ceilings, approved products:a. Iris 3” low-voltage P3MR platform with E3AAH Haze angle cut reflector.7. Under-cabinet lighting shall be Seagull Linear Lighting system with model 9830 Lampholders at 4” on center. Provide 10 watt bulbs for each lampholder.8. Exterior floodlights shall be QB1 and/or QB2 quartz flood bullets by RAB Lighting, Inc., 170 Ludlow Avenue, Northvale, NJ 07647, Phone: (888) 722-1000. Finish shall be White (-W).B. See lighting plans/schedules for fixture types and locations.C. The Electrical Contractor shall size and provide all transformers and incidental accessories as required to complete all low voltage fixtures. Review transformer locations with Architect and Owner prior to wiring.1.2 INSTALLATIONA. Set units level, plumb, and square with ceiling and walls, and secure.B. Lamping: Where specific lamp designations are not indicated, lamp units according to manufacturer’s written instructions.1. The Electrical Contractor shall provide all lamping for fixtures supplied by him.2. Provide lamps at the maximum wattage allowable for each fixture.70 SECTION 273000 – VOICE COMMUNICATIONS1.1 SECTION REQUIREMENTSA. Summary: Includes premises wiring for telephone distribution, including installations for service by local telephone exchange carrier.B. Submittals: Product Data.C. Comply with EIA/TIA 570 and NFPA 70.D. Coordinate premises wiring with requirements of local telephone exchange carrier.1.2 CABLE AND WIRING COMPONENTSA. Jack Assemblies: Four-position modular RJ11 jacks in flushing-mounting wall plate, unless otherwise indicated.B. Jack Assemblies: Dual, Category 5e, six-position modular RJ45 jacks in flush-mounting wall plate, unless otherwise indicated.C. Wall Plates: Designed for telephone service. Match those indicated for power receptacle outlets in same spaces for materials and finish. For wall telephone units, include provision for support of unit.D. Cable: Four-pair, No. 24 AWG, solid-copper, unshielded, twisted-pair construction in PVC sheath. Comply with ICEA S-80-576.E. Cable: Unshielded multi-twisted pair, No. 24 AWG listed for compliance with category 5e of EIA.TIA 568. PVC sheath.F. Backboard: 3/4-inch interior-grade plywood, primed and painted prior to installation.G. Terminal Strip: 25-pair industry standard “66 connecting block” with pinchdown terminals.H. Terminal Unit: Category 5 patch block assembly with (12) category 5 RJ45 type jack ports and industry standard “110 connecting block” with pinchdown terminals.1.3 INSTALLATIONA. Telephone Service: Comply with telephone exchange carrier’s requirements.B. Existing Telephone Outlets and Wiring: Maintain fully operational until new system has been tested and is operational.C. Install wiring in compliance with EIA/TIA 568 Category 5 requirements.D. Wiring Method: Conceal wiring unless otherwise indicated. Install flush outlet boxes with jack assemblies at outlets. Connect to cable fished in walls and ceilings, unless walls are solid or filled with insulation or ceilings are not accessible for wiring. Where fished wiring paths are not available. Terminate raceway with a bushing in ceiling space above outlet, unless otherwise indicated.E. Exposed Cable: Install parallel or perpendicular to surfaces or exposed structural members and follow surface contours where possible.F. Cable Support: Secure cable to independent supports at intervals as required to prevent sagging between supports. Use metallic supports designed for this purpose with corrosion-resistant finish.G. Splices: Do not splice cable between the normal terminations of runs.H. Ground Equipment: Install ground terminal at local exchange carrier service location.1. Tighten electrical connectors and terminals according to manufacturers published torque-tightening values. If manufacturers torque values are not indicated, use those specified in UL 486A and UL 486B.I. Identify telephone system backboards and cabinets with the legend “Telephone.” Identify terminals of terminal strip and jack outlets and pull and junction boxes with approved designations.1.4 TESTINGA. Test each pair or conductor of each cable run for continuity of pair loop.1. Test each complete installed Category 5 wiring connection, including cable, connections, jacks, and terminal blocks, for compliance with Category 5 signal transmission criteria. 71 SECTION 311000 -SITE CLEARING1.1 SECTION REQUIREMENTSA. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.B. Notify Utility Protection utility locator service before site clearing.1.2 PREPARATIONA. Protect and maintain benchmarks and survey control points points from disturbance.B. Install erosion and sedimentation control measures before site clearing.C. Protect remaining site improvements from damage. Restore damaged improvements to condition existing before start of site clearing.D. Locate and clearly flag trees and vegetation to remain or to be relocated.E. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be restored to full growth, as determined by arborist.F. Do not store materials or equipment or permit excavation within drip line of remaining trees.G. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed.1.3 SITE CLEARINGA. Strip topsoil. Stockpile topsoil that will be reused in the Work.B. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots.C. Remove existing above-and below-grade improvements as indicated and as necessary to facilitate new construction.D. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil materials in 6-inchthick layers to density of surrounding original ground.E. Dispose of waste materials, including trash, debris, and excess topsoil, off Owner’s property. Burning waste materials on-site is not permitted. 72 SECTION 31200 – EARTH MOVING1.1 SECTION REQUIREMENTSA. Prior to pouring the footings it is imperative that the General Contractor inspect excavations to determine whether or not excavation has penetrated to proper bearing soil. Governing authority may require inspection 1. Should any doubt or question arise as to the quality or bearing value of the soil, an inspection shall be made by a qualified Soils Technician employed by an Approved Testing Laboratory who shall determine the bearing value, this cost shall be paid by the Owner.a. Weihe Engineers: 10505 North College Avenue; Indianapolis, Indiana 46280; (317) 846-6611.B. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimensions without direction by Architect. Unauthorized excavation and remedial work shall be at Contractor’s expense.C. Do not interrupt existing utilities serving facilities occupied by Owner. Provide temporary utility services.1.2 MATERIALSA. Satisfactory Soil: ASTM D 2487 Soil Classification Groups CL, GW, GP, GM, SW, SP, and SM; free of rock or gravel larger than 2 inchesin any dimension, debris, waste, frozen materials, vegetation, or other deleterious matter.B. Unsatisfactory Soil: ASTM D 2487 Soil Classification Groups GC, SC, ML, MH, CH, OL, OH, and PT.C. Backfill and Fill: Satisfactory soil materials.D. Subbase: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95 percent passing a 1-1/2-inchsieve and not more than 8 percent passing a No. 200sieve.E. Bedding: Subbase materials with 100 percent passing a 1-inchsieve and not more than 8 percent passing a No. 200sieve.F. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, Size 57, with 100 percent passing a 1-1/2-inchsieve and not more than 5 percent passing a No. 8sieve.1.3 EARTHWORKA. Protect subgrades and foundation soils from softening and damage by water, freezing temperatures, or frost.B. Where excavation occurs around trees, the work shall be performed from within the building footprint. As major roots of trees are encountered (1" + diameter) they shall be cleanly cut with a saw and shall not be torn with excavation equipment.C. Explosives: Do not use explosives.D. Excavate to subgrade elevations regardless of character of materials and obstructions encountered.E. Excavate for structures, building slabs, pavements, and walkways. Trim subgrades to required lines and grades.F. Utility Trenches: Excavate trenches to indicated slopes, lines, depths, and invert elevations. Maintain 12 inches of working clearance on each side of pipe or conduit.1. Place, compact, and shape bedding course to provide continuous support for pipes and conduits over rock and other unyielding bearing surfaces and to fill unauthorized excavations.2. Place and compact initial backfill of satisfactory soil material or subbase material, free of particles larger than 1 inch, to a height of 12 inches over the utility pipe or conduit. Place and compact final backfill of satisfactory soil material to final subgrade.G. Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal to receive fill.H. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture-condition or aerate soil, and recompact.I. Place backfill and fill in layers not more than 8 inches in loose depth at optimum moisture content. Compact each layer under structures, building slabs, pavements, and walkways to 98 percent of maximum dry unit weight according to ASTM D 698; elsewhere to 90 percent.J. Grade areas to a smooth surface to cross sections, lines, and elevations indicated. Grade lawns, walkways, and unpaved subgrades to tolerances of plus or minus 1-1/4 inch and pavements and areas within building lines to plus or minus 1/2 inch.K. Finished grade shall slope 6” min. in the first 10 feet away from the perimeter foundation.L. Under pavements and walkways, place subbase course material on prepared subgrades and compact at optimum moisture content to required grades, lines, cross sections, and thickness.M. Under slabs-on-grade, place drainage fill on prepared subgrade and compact to required cross-section and thickness.N. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner’s property. 73 SECTION 313116 -TERMITE CONTROL1.1 SECTION REQUIREMENTSA. Engage a licensed professional pest control operator to apply termite control solution.1.2 TERMITICIDESA. Provide an EPA-registered termiticide complying with requirements of authorities having jurisdiction, in a soluble or emulsible, concentrated formulation that dilutes with water or foaming agent. Use only soil treatment solutions that are not harmful to plants. Provide quantity required for application at the label volume and rate for the maximum termiticide concentration allowed for each specific use, according to the product’s EPA-Registered Label.1.3 INSTALLATIONA. Prepare surfaces and apply treatment at rates and concentrations recommended in manufacturer’s written instructions.B. Apply termite control to the following:1. At foundations.2. At crawlspaces; treat soil under and adjacent to foundations. Treat adjacent areas including around entrance platform, porches, and equipment bases. Apply overall treatment only where attached concrete platform and porches are on fill or ground.3. Under concrete floor slabs on grade.4. Under basement floor slabs.5. At expansion and control joints and slab penetrations.C. Reapply soil termiticide treatment solution to areas disturbed by subsequent excavation or other construction activities following application. 74 SECTION 321216 -ASPHALT PAVING1.1 SECTION REQUIREMENTSA. Conduct a pre-installation conference with Architect, General Contractor and Paving Sub Contractor prior to placing asphalt paving. Notify architect minimum of 48 hours in advance of meeting time.B. Provide hot-mix asphalt paving according to standard specifications of the Indiana Department of Transportation (INDOT).C. Comply with recommendations of AI’s “The Asphalt Handbook.”D. Notify Architect of plans to install paving minimum 24 hours prior to beginning installation.1.2 MATERIALSA. Hot-Mix Asphalt: Dense, hot-laid, hot-mix aggregate-asphalt plant mixes as follows:1. Base Course: 4” aggregate base and 3” of bituminous base.2. Surface Course: 1 1/2” wearing course.B. Admixtures: Hot-mix asphalt hardener.1. Product: Gilsonite HMA modifier.C. Separation Fabric:1. Product: 6oz or 8oz non-non-woven geotextile1.3 PAVINGA. Prime coat compacted-aggregate base and allow to cure for 72 hours.B. Place hot-mix asphalt to required grade, cross section, and thickness. Promptly correct surface irregularities in paving course.C. Compact each hot-mix asphalt course to an average density of 96 percent of reference laboratory density according to ASTM D 1559, within thickness and surface tolerances recommended in AI’s “The Asphalt Handbook.”D. Remove and restore paved areas that are defective or contaminated.75 SECTION 328400 – PLANTING IRRIGATION1.1 SECTION REQUIREMENTSA. The Water Distribution System and Electrical System shall be designed to accommodate a future sprinkler system to be supplied by others.B. Minimum System Pressure Rating: 150 psig.C. Electrical Components: UL listed and labeled.1.2 COMPONENTSA. Pipe Materials: PVC pipe, ASTM D 2241, PVC 1120, SDR 26.B. Pipe Fittings: PVC plastic pipe fittings, ASTM D 2466, Schedule 40, socket type with ASTM F 656 primer and ASTM D 2564 solvent cement.C. C. Automatic Control System: Low-voltage system, made for control of irrigation-system automatic control valves. Controller operates on 120-V ac; provides 24-V ac power to control valves.1.3 INSTALLATIONA. Install pressure regulators with shutoff valve and strainer on inlet and pressure gauge on outlet. Install shutoff valve on outlet and valved bypass. 76 SECTION 329200 -TURF AND GRASSES1.1 SECTION REQUIREMENTSA. Grasses and ground cover including soil preparation and finish grading involving topsoil and landscape accessories shall be provided by Owner under separate contract. General contractor shall cooperate with and make available to landscape contractor required areas of the site at the appropriate times for installation. 77 SECTION 329300 -PLANTS1.1 SECTION REQUIREMENTSA. Trees and shrubs including soil preparation and finish grading involving topsoil and landscape accessories shall be provided by Owner under separate contract. General contractor shall cooperate with and make available to landscape contractor required areas of the site at the appropriate times. 78 SECTION 334600 -SUBDRAINAGE1.1 SUMMARYA. This Section includes subdrainage systems for foundations.1.2 PIPES AND FITTINGSA. Perforated PVC sewer and drain pipe and fittings: ASTM D3034, SDR 35 with ASTM F477 elastomeric gaskets, with filter fabric protection, 4” diameter.1.3 ACCESSORIESA. Provide foundation drainage panels as specified in Division 07 Section “Cold-Fluid Applied Waterproofing”.B. PVC Cleanouts: ASTM D 3034, PVC cleanout threaded plug and threaded pipe hub.C. Filter Fabric: Fabric of polypropylene or polyester fibers or combination of both, with flow rate range from 110 to 330 gpm/sq. ft. when tested according to ASTM D 44911. Structure Type: Nonwoven, needle-punched continuous filament. 2. Styles: Flat where indicated; installed as a sock around piping, typical.D. Soil Materials: As follows:1. Impervious Fill: Clayey gravel and sand mixture capable of compacting to dense state.2. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, coarse aggregate, Size No. 57, with 100 percent passing 1-1/2-inch sieve and not more than 5 percent passing No. 8 sieve. 1.4 FOUNDATION DRAINAGE INSTALLATIONA. Soil Material Installation: As follows:1. Drainage Fill: Place compacted layer of drainage fill material at least 4 inches deep over compacted subgrade where drainage pipe is to be laid. Cover drainage piping with a minimum of 4 inches of drainage fill material after testing is complete. Backfill with drainage fill material to within 24” of finished grade.2. Fill to Grade: Place topsoil material over compacted drainage fill to grade.B. Place layer of flat-style geotextile filter fabric over top of drainage course, (before placing impervious fill to grade) overlapping edges at least 4 inches.C. Encase pipe with sock-style geotextile filter fabric before installing pipe. Connect sock sections with adhesive or tape.1.5 PIPING INSTALLATIONA. Install piping beginning at low points of system at a minimum slope of 1 percent (1:100). Bed piping with full bearing, solidly in filtering material.1. Install pipe with perforations or holes facing down. B. Install PVC piping according to ASTM D 2321.C. Cleanouts for Foundation Subdrainage: Install cleanouts from piping to grade. Locate cleanouts at beginning of piping run and at changes in direction.