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Home My WebLink About2018015-327-ALL SPECS - FOR CONSTRUCTION (2) STREAM Collaborative architecture + landscape architecture dpc 108 W. State Street, 2nd Floor Ithaca, NY 14850 SPECIFICATIONS 327 West Seneca St. Location 327 West Seneca St., Ithaca, NY 14850 Owner VISUM Development Design Team Architect: STREAM Collaborative Architecture + Landscape Architecture, DPC Structural Engineer: Elwyn & Palmer, Consulting Engineers, PLLC Civil: Marathon Engineering STREAM Project No. 2018 015 Noah Demarest AIA, RA, RLA, LEED AP Principal noah@streamcolab.com 607.216.8802 I, Noah Demarest, certify that to the best of my knowledge, information, and belief, these plans and specifications are in accordance with applicable requirements of the Building Code of New York State, the New York State Energy Conservation Construction Code and the City of Ithaca regulations and standards. TABLE OF CONTENTS STREAM Collaborative Page 1 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.13.2019) TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 01 0000 GENERAL CONSIDERATIONS SUMMARY OF WORK DRAWINGS AND SPECIFICATIONS DIMENSIONS DEFINITIONS CODES AND REGULATIONS SAFETY EXISTING CONDITIONS SHUT DOWNS HAZARDOUS MATERIALS MEANS AND METHODS WORKMANSHIP INSURANCE 01 2000 ALLOWANCES, UNIT PRICES AND ALTERNATES 01 2500 PRODUCT REQUIREMENTS AND SUBSTITUTIONS 01 3300 SUBMITTAL PROCEDURES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 7310 CUTTING AND PATCHING 01 7419 CONSTRUCTION WASTE MANAGEMENT 01 7700 PROJECT CLOSEOUT 01 9000 MISCELLANEOUS REQUIREMENTS 01 9999 GENERAL REQUIREMENTS SCHEDULE (includes Submittal Cover Sheet) DIVISION 02 - EXISTING CONDITIONS 02 4116 STRUCTURE DEMOLITION DIVISION 03 - CONCRETE 03 3300 CONCRETE SEE STRUCTURAL DRAWINGS 03 5416 HYDRAULIC CEMENT UNDERLAYMENT DIVISION 04 - MASONRY NOT USED DIVISION 05 - METALS 05 5000 METAL FABRICATIONS 05 5213 PIPE AND TUBE RAILINGS DIVISION 06 - WOOD, PLASTICS AND COMPOSITES 06 1000 ROUGH CARPENTRY 06 1600 SHEATHING 06 1700 SHOP-FABRICATED STRUCTURAL WOOD 06 1753 SHOP-FABRICATED WOOD TRUSSES 06 2000 FINISH CARPENTRY 06 4300 WOOD STAIRS AND RAILINGS TABLE OF CONTENTS STREAM Collaborative Page 2 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.13.2019) DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 2100 THERMAL INSULATION 07 2401 DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM 07 3113 ASPHALT SHINGLES 07 4602 FIBER-CEMENT SIDING AND TRIM 07 6200 SHEET METAL FLASHING AND TRIM 07 7100 ROOF SPECIALTIES 07 8413 PENETRATION FIRESTOPPING 07 9200 JOINT SEALANTS DIVISION 08 - OPENINGS 08 1100 HOLLOW METAL DOORS AND FRAMES 08 1600 PRE-HUNG MOLDED COMPOSITE DOORS 08 1700 FRP/ALUMINUM DOORS 08 3100 ACCESS DOORS AND FRAMES 08 3313 FIRE RATED SHUTTERS 08 5400 WINDOWS 08 7100 DOOR HARDWARE 08 8000 GLAZING DIVISION 09 - FINISHES 09 2900 GYPSUM BOARD 09 6513 RESILIENT BASE AND ACCESSORIES 09 6519 RESILIENT TILE FLOORING 09 6813 TILE CARPETING 09 9000 PAINTING DIVISION 10 - SPECIALTIES 10 1400 SIGNAGE 10 2800 RESIDENTIAL BATHROOM ACCESSORIES 10 4400 FIRE EXTINGUISHERS 10 5500 POSTAL SPECIALTIES 10 7316 ALUMINUM CANOPIES 10 9999 MISCELLANEOUS SPECIALTIES DIVISION 11 - EQUIPMENT 11 3100 RESIDENTIAL APPLIANCES DIVISION 12 - FURNISHINGS 12 3200 RESIDENTIAL CASEWORK DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING EQUIPMENT NOT USED TABLE OF CONTENTS STREAM Collaborative Page 3 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.13.2019) DIVISION 21 - FIRE SUPPRESSION SHOWN ON DRAWINGS DIVISION 22 - PLUMBING SHOWN ON DRAWINGS DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING (HVAC) SHOWN ON DRAWINGS DIVISION 26 - ELECTRICAL SHOWN ON DRAWINGS DIVISION 27 - COMMUNICATIONS SHOWN ON DRAWINGS DIVISION 28 - ELECTRONIC SAFETY AND SECURITY SHOWN ON DRAWINGS DIVISION 31 - EARTHWORK SHOWN ON DRAWINGS DIVISION 32 - EXTERIOR IMPROVEMENTS SHOWN ON DRAWINGS DIVISION 33 - UTILITIES SHOWN ON DRAWINGS *** END OF TABLE OF CONTENTS *** GENERAL CONSIDERATIONS STREAM Collaborative Page 1 of 4 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-0000-GENERAL CONSIDERATIONS.DOCX (PRINTED 6.13.2019) GENERAL CONSIDERATIONS 01 0000 1.1 SUMMARY OF WORK A. The project consists of a new 3-story apartment building, to be constructed by a single prime Contractor selected by Owner. The scope of work includes the demolition of an existing house on the property. 1.2 DRAWINGS AND SPECIFICATIONS A. Construction Documents include drawings, specifications and technical information (catalog cuts, etc.) prepared by the Architect and its consultants. 1. Abbreviations on construction documents: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard. An edited version is available on the Architect’s website at www.streamcolab.com/standards. 2. Industry Organizations: Where abbreviations and acronyms are used in construction documents (such as NFPA, ANSI, ASTM, …), they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." B. The intent of the Construction Documents is to include all items necessary for the proper execution and completion of the work by the Contractor. The Construction Documents are complementary, and what is required by one shall be as binding as if required by all. Anything called for in the drawings and not in the specifications, or vice versa, shall be executed as though called for or reasonably implied in both. 1. Items, assemblies, products, or labor not specifically noted, but reasonably required for the completion of the project and its intended use, and for the satisfaction of relevant codes, are assumed to be part of the project. C. Because the Construction Documents are complementary, the Contractor shall, before starting each portion of the work, carefully study and compare them, as well as any information furnished by the Owner. Contractor shall take field measurements of any existing condition related to that portion of the work, and shall observe and report to the Owner and the Architect any such existing conditions affecting the work. 1. Notes on one drawing, section or detail apply to all similar drawings, sections or details. D. Before ordering any materials or doing any Work, the Contractor and each Subcontractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charge or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference which may be found shall be submitted to the Architect for resolution before proceeding with the Work. E. Drawings and specifications as instruments of service remain the property of the Architect, and are protected under common law copyright provisions. They are not to be reused, except by written agreement and with the agreed compensation to the Architect. If reused without permission, the Architect shall be indemnified and held harmless from all liability, legal exposure, claims, damages, losses and expenses. 1. Drawings shall not be used for issuance of a building permit unless signed and sealed by the Architect. 2. Drawings shall not be used for multiple or prototype development without written authorization from the Architect. F. Unauthorized alterations or additions to a drawing bearing a licensed architect’s seal is a violation of NYS Education Law, Article 147, and Commissioner’s Regulations Part 69. G. The Architect shall not be responsible where construction deviates from these drawings or from written recommendations. Changes to the plan by the Owner and/or Contractor shall be the responsibility of the persons making such changes. The Owner and Contractor shall hold the Architect harmless from and against all claims, damages, losses and expenses including, but not limited to, attorney's fees arising out of or resulting from the performance of the work by the Contractor. H. A complete set of construction documents shall be at the site, and available for inspection, at all times. I. The Contractor shall prepare and maintain a complete set of record construction drawings (“As Builts”) indicating all actual work, modifications and revisions to the work delineated on the constructions drawings, as well as any concealed construction work. Include any other information which would be helpful to the Owner. 1.3 DIMENSIONS A. Drawings are drawn to scale for the convenience of all parties, but do not scale drawings. Written dimension shall govern. GENERAL CONSIDERATIONS STREAM Collaborative Page 2 of 4 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-0000-GENERAL CONSIDERATIONS.DOCX (PRINTED 6.13.2019) B. On the drawings, given dimensions shall take precedence over scaled measurements and large scale drawings over small scale drawings. C. Contractor shall check, verify and maintain all dimensions, grades, levels and other conditions before proceeding with fabrication and construction. 1.4 DEFINITIONS A. Complete: A working system ready to serve the designated intent. B. Existing: Conditions previous to the award of a Contract for this project. C. Final Completion: The date on which the Contractor has finally completed satisfactorily all the work required of the Contractor under and in accordance with the Contract Documents, and the Certificate of Occupancy has been received by the Owner. D. Furnish: Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. E. Install: Operations at project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. F. New: Work which has been or is to be installed under the terms and after the award of the Contract for this project. G. Provide: Furnish and install, complete and ready for the intended use. H. Substantial Completion: Stage in the progress of the Work when the Work or a designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. Substantial Completion shall not be deemed to be achieved until after the Contractor has submitted the Operations and Maintenance Manuals, as-built drawings, and warranties for its Contract and these items have been deemed by the Architect as complete. 1.5 CODES AND REGULATIONS A. All work, materials, and equipment of the project shall comply with the current editions of all Federal, State, County and Local codes, laws, ordinances and regulations that apply to the work, including, but not limited to, the following: 1. New York State Building Code (IBC 2015, with NY amendments) 2. New York State Fire Code (IFC 2015, with NY amendments) 3. New York State Plumbing Code (IPC 2015, with NY amendments) 4. New York State Mechanical Code (IMC 2015, with NY amendments) 5. New York State Fuel Gas Code (IFCG 2015, with NY amendments) 6. New York State Property Maintenance Code (IBC 2015, with NY amendments) 7. New York State Energy Conservation Code (IECC 2015, with NY amendments) 8. New York State Uniform Code Supplement (2016) 9. National Electric Code (NEC) (NFPA 70, 2017) 10. Americans with Disabilities Act (ADA) (2010 ADA Standards and 2009 ANSI A117.1). B. All Work of this project shall be subjected to the provisions of all applicable requirements of local utility company regulations. C. If compliance with two (2) or more standards is specified and standards establish different or conflicting requirements for minimum quantities or quality levels, comply with most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for decision before proceeding. D. The Contractor shall be responsible for obtaining and paying for all the required permits, inspections, etc. 1. The Contractor shall pay all sales, consumer, and use and other similar taxes required by law. 1.6 SAFETY A. The Architect shall not have control or charge of, and shall not be responsible for, construction means, methods, techniques, sequences, or procedures, for safety precautions and programs in connection with the work, for the acts or omissions of the Contractor, Subcontractors, or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. B. The Owner assumes no responsibility or liability for the physical condition or safety of the project site or any improvements located on the project site. The Contractor shall be solely responsible for all job safety during construction including, but not limited to, sheeting, shoring and guying structures, barriers and signage. C. The Contractor shall take reasonable precautions for the safety of, and shall provide reasonable protection to prevent damage, injury or loss to: GENERAL CONSIDERATIONS STREAM Collaborative Page 3 of 4 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-0000-GENERAL CONSIDERATIONS.DOCX (PRINTED 6.13.2019) 1. Employees on the job site and other persons who may be affected thereby; 2. The work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor’s Subcontractors or Sub- subcontractors; and 3. Other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities, not designated for removal, relocation or replacement in the course of construction. D. A minimum of two readily available fire extinguishers shall be at the site at all times. 1.7 EXISTING CONDITIONS A. Contractors must inform themselves fully of conditions relating to construction project and material required for complete construction of project. Failure to do so shall not relieve a Contractor of their obligation to furnish all material and labor necessary to carry out the provisions set forth in the Construction Documents. B. The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. C. Before ordering any materials or doing any Work, the Contractor and each Subcontractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charge or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. D. Prior to performing any work, or ordering materials, the Contractor and each Subcontractor shall examine the applicable conditions and substrates and correct any unsatisfactory conditions before proceeding with the work. Verify that substrate and base plies/coats are compatible with new work. Notify the Architect promptly of any modifications required. 1. Work performed over any surface constitutes acceptance of that surface for the specified quality of the work being performed thereon. E. Should unforeseen conditions be encountered that affect design or function of the project, Contractor shall investigate fully and submit an accurate, detailed report to the Architect without delay. While awaiting a response, Contractor shall reschedule operations as required to avoid delay of overall project. 1.8 SHUT DOWNS A. Such Work as connections to existing sewers, plumbing, heating and electric systems, shall be done at a time agreeable to the Owner, and shall be determined and agreed to well in advance of actually doing such Work so as to interfere as little as possible with the operation and use of existing utilities and services. Shut downs must be coordinated through the designated representative of the Owner. The continued uninterrupted operation of all utilities and services of the building is essential. If any existing utilities or services must be interrupted, the Contractor shall provide all necessary temporary utilities, services and connections necessary for maintaining these existing utilities and services at no increase in Contract price except as otherwise specified. No mechanical, heating, plumbing, sprinkler or electric services shall be interrupted at any time, except as approved in advance by the Owner, with a minimum of 72 hours’ notice from the Contractor. All communication systems must be maintained without interruption. As much related Work as possible shall be performed prior to shut downs, so as to minimize the period of shut down. All material and manpower to do the Work involved shall be at the job prior to interruption of services. B. If any of the Work is required to be inspected or approved by any public authority, the Contractor shall cause such inspection or approval to be performed. 1.9 HAZARDOUS MATERIALS A. The Contractor is responsible for compliance with any requirements regarding hazardous materials. If the Contractor encounters a hazardous material or substance not addressed in the construction documents, and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos, lead, mercury, or PCB (polychlorinated biphenyl) encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop work in the affected area and report the condition to the Owner and Architect in writing. B. Contractor shall not install any materials containing asbestos, lead, mercury or PCB. 1.10 MEANS AND METHODS A. Insofar as possible, the Contractor carrying on its work must employ such methods and means as to not cause any interruptions of or interference with the work of any other Contractor. GENERAL CONSIDERATIONS STREAM Collaborative Page 4 of 4 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-0000-GENERAL CONSIDERATIONS.DOCX (PRINTED 6.13.2019) B. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. 1.11 WORKMANSHIP A. Install all products in accordance with the manufacturer's written instructions and recommendations, and the standards of recognized agencies and associations. 1. Provide all anchors, fasteners, and accessories required for a complete installation. 2. Allow for thermal expansion/ contraction and building movement. 3. Separate incompatible materials with suitable materials or spacing. 4. Prevent cathodic corrosion. 5. Protect aluminum surfaces from contact with masonry or other metals. 6. Provide control joints at materials and isolation joints between materials/structure as indicated and as required by manufacturer or recognized industry standards. B. Install products under appropriate environmental conditions (air temperature, surface temperature, relative humidity, etc.) To insure quality and durability, maintain proper protection during drying/curing. C. The Contractor’s duties shall also be applicable to all Sub- and Sub-subcontractors. The Contractor shall make appropriate provisions for this in all agreements with the Contractor’s Subcontractors D. The Contractor is expected to proceed in a neat, orderly and timely fashion according to the terms of his contract with the Owner. During construction the site must be kept neat and free from unnecessary debris. E. All electrical work shall be carried out by a licensed electrician. F. All plumbing work shall be carried out by a licensed plumber. G. If a portion of the Work is covered contrary to the Architect’s request or to requirements specifically expressed in the Contract Documents, it must, if requested in writing by the Architect, be uncovered for the Architect’s examination and be replaced at the Contractor’s expense. 1.12 INSURANCE A. All Contractors and all Subcontractors shall take out and maintain Workman's Compensation Insurance, and public liability and property damage insurance, acceptable to the Owner and the authorities having jurisdiction, B. The Owner, Architect, and its consultants shall be named as additional insureds on Contractor's policy of General Liability Insurance, with Owner, Architect, and consultants issued a full copy of said Insurance Policy from Prime Contractor(s). ***END OF SECTION 01 0000*** ALLOWANCES, UNIT PRICES & ALTERNATES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-2000-ALLOWANCES, UNIT PRICES AND ALTERNATES.DOCX (PRINTED 6.13.2019) ALLOWANCES, UNIT PRICES AND ALTERNATES 01 2000 1.1 ALLOWANCES A. The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes. B. The costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses shall be in the Contract Sum and not part of the Allowance. C. Whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. D. Allowances for this project include: 1. Ceramic tile (see Section 09 3000) 2. Resilient tile flooring (see Section 09 6519) 3. Tile carpeting (see Section 09 6813) 4. Toilet, bath and laundry accessories (see Section 10 2800) 5. Residential appliances (see Section 11 3100) 6. Casework (see Section 12 3200) 1.2 UNIT PRICES A. A Unit Price is a price per unit of measurement for materials, equipment or services or portion of Work, added to or deducted from Contract Sum by appropriate modification, if scope of Work or estimated quantities of Work required by Contract Documents are increased or decreased. Unit Prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. B. Unit Prices for this project include: 1. Moisture control system and hydraulic cement underlayment over concrete slabs, per SF of area. 1.3 ALTERNATES A. An Alternate is amount proposed by Contractor to Owner for certain work defined in construction documents that may be added to or deducted from their contract amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in products, materials, equipment, systems or installation methods described in construction documents. B. Alternates in this project include: 1. None. ***END OF SECTION 01 2000*** PRODUCT REQUIREMENTS & SUBSTITUTIONS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-2500-PRODUCT REQUIREMENTS AND SUBSTITUTIONS.DOCX (PRINTED 6.13.2019) PRODUCT REQUIREMENTS AND SUBSTITUTIONS 01 2500 1.1 PRODUCTS A. All materials in this contract shall be new, without defects, and designed to function properly in the condition for which it is intended. 1. Salvaged or recycled materials may be used only if specifically called for in the construction documents, or if approved in writing by the Architect. B. Any covered product or material used shall comply with combustion/toxicity tests as found in the New York State Building Code and shall be listed by the Department of State Building Materials and Finishes Data File. 1. Products covered by such testing requirements include electrical conduit, electric wire insulation, any pipe, duct or thermal insulation and any interior finish or floor finish. C. Throughout these drawings and specifications particular products and assemblies have been called for (“Basis of Design”). It is the intent of these documents to describe a particular level of performance or quality of material, not necessarily (unless noted) a particular brand. In many cases Contractors may have experience and familiarity with different, but equivalent products, assemblies, or methods, the use of which would only benefit the project. The Owner strongly encourages proposals for substitution if it can be shown that such a substitution is equal in performance, quality and no more costly. It is the Owner’s intent to work as a team with the Contractor to identify and approve the most cost-effective, highest quality construction. The Contractor should feel free to propose substitutions that are equal in quality, dimension and performance (durability, fire resistance, moisture resistance, etc.), if such substitutions are more readily available, less expensive, easier to install, etc. If less expensive, Contractor shall offer credit to Owner for approval by Owner in consultation with Architect. 1. In general, the use of products containing volatile organic compounds (VOCs) or other chemicals known to cause harm to human health, either during manufacturing or use, and especially in the event of a fire, shall be avoided. Such products include, but are not limited to, vinyl, PVC, PCB, BPA, formaldehyde, etc. a. Refer to https://living-future.org/declare/declare-about/red-list/ for additional information. D. It is the Contractor's responsibility to select products which comply with the contract documents and which are compatible with one another, with existing work, and the products selected by other Contractors or Subcontractors. E. Submission of a substitution request by the Contractor, where permitted on the contract documents, shall constitute a representation by the Contractor that it: 1. has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; 2. will provide the same warranty for the substitution that the Contractor would for that specified; 3. certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; 4. will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. 5. will reimburse the Owner for additional costs from claims by other Contractors resulting from incorporation of any requested substitution. 6. will reimburse Owner for additional costs billed by the Architect or its consultants for the review of the substitution request(s), any redesign of the Work of this Contractor or associated Contractors, additional site visits related to the substitution request and for the Work to prepare Change Directives or Change Orders. F. Any proposed product to be substituted shall not be purchased or installed by the Contractor without the Architect's review process having been completed and the product accepted by written notification. ***END OF SECTION 01 2500*** SUBMITTAL PROCEDURES STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-3300-SUBMITTAL PROCEDURES.DOCX (PRINTED 6.13.2019) SUBMITTAL PROCEDURES 01 3300 1.1 SUBMITTALS A. Submittal types vary. They may include Shop Drawings, Samples, Certifications, etc. 1. Samples shall be submitted in duplicate; one set to Architect and one to Owner, to be kept at job site. 2. Complete and include attached Cover Sheet with every submittal. 3. Submittal filenames shall follow the following format: ##-####-BRIEF TITLE-01, where ##-#### is the specification section, and 01 (or 02, or 03) indicated first, second or third submittal. a. Examples: 1) 12 3200-KITCHEN CASEWORK SHOP DRAWINGS-01 2) 12 3200-KITCHEN CASEWORK SHOP DRAWINGS-02 3) 12 3200-COUNTERTOPS PRODUCT DATA-01 B. Where necessary, where specifically indicated, or when requested by Architect, the Contractor shall provide shop drawings and detailed component design as required for the proper fabrication, installation, and coordination with other trades. See Section 01 9999 below for additional information. 1. Shop drawings: Contractor shall furnish shop drawings for all shop fabricated items and where customarily required, and submit them for review in PDF format. The Contractor shall be responsible for checking the shop drawings for accuracy, coordination with other trades, and compliance with the contract documents before submitting them for review. 2. Architect's or Engineer's approval of submittals shall constitute review and approval of the general arrangement of components to comply with the general intent of the construction documents and in no way relieves the Contractor from its responsibility for compliance with the contract documents, even if such items are not shown on the shop drawings. 3. The Contractor shall check all dimensions and conditions to insure a proper fit under field conditions and shall make adjustments as required to make parts align. All revisions to shop drawings after the first submission must be properly identified on subsequent submissions. 4. The Contractor shall perform no portion of the work for which a submittal is required until such submittal has been reviewed by the Architect. C. The Architect's review of Contractor's submittals shall be limited to an initial submittal and two (2) re- submittals. If the Architect is required to review additional submittals because the initial submittal and two (2) re-submittals failed to conform to the information given and the design concept expressed in the Contract Documents, the amount of compensation paid to the Architect by the Owner for additional services shall be deducted from the payments to the Contractor. 1.2 MOCK-UPS A. Mock-Ups are full size physical assemblies that are constructed on site. Mock-Ups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mock-Ups are not Samples. Unless otherwise indicated, approved Mock-Ups establish the standard by which Work is judged. 1. Build Mock-Ups in location and of size indicated or if not indicated, as directed by Architect. 2. Obtain Architect's written approval of Mock-Ups before starting work, fabrication or construction. 3. Maintain Mock-Ups during construction in undisturbed condition as standard for judging completed Work. 4. Demolish and remove Mock-Ups when directed by Architect unless otherwise indicated. B. See Section 01 9999 below for additional information. 1.3 DELEGATED DESIGN A. The contractor shall not be required to provide professional services that constitute the practice of architecture or engineering unless such services are specifically required by the Construction Documents for a portion of the work, or unless the Contractor needs to provide such services in order to carry out the Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. In such cases, the Contractor shall cause such services or certifications to be provided by a professional acceptable to the Authority Having Jurisdiction, currently licensed in the State of New York, whose signature and seal shall appear on all drawings, calculations, specifications, shop drawings and other submittals prepared by such professional. The Owner and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications and approvals performed or provided by such professionals. SUBMITTAL PROCEDURES STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-3300-SUBMITTAL PROCEDURES.DOCX (PRINTED 6.13.2019) B. The Contractor is responsible for the design of the systems listed below, including the preparation of required drawings and specifications, and coordination with the Construction Documents of this project. The drawings show the general arrangement and extent of the work. 1. Sprinkler and standpipe systems. 2. Roof trusses. 3. HVAC systems. 4. Plumbing and gas systems. 5. Electrical and fire alarm systems. 1.4 WARRANTIES A. The Contractor agrees to assign to the Owner at the time of Substantial Completion of the Work, any and all manufacturer’s warranties relating to materials and labor used in the Work and further agrees to perform the Work in such manner so as to preserve any and all such manufacturer’s warranties. B. Unless otherwise indicated, Contractor is to provide written warranty for a period of one year from the date of Substantial Completion (not the date of manufacture, delivery or installation). The warranty shall state all work has been completed in conformance with the contract documents, applicable codes, and enforcing authorities and that all work is free from defects of material and workmanship. This is in addition to and not a limitation to any product manufacturer's product warranties. ***END OF SECTION 01 3300*** TEMP. FACILITIES & CONTROLS STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-5000-TEMPORARY FACILITIES AND CONTROLS.DOCX (PRINTED 6.13.2019) TEMPORARY FACILITIES AND CONTROLS 01 5000 1.1 USE OF BUILDINGS AND SITE A. Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities and site. B. Contractor shall provide the Owner and Architect access to the work in preparation and progress wherever located. C. Contractor shall cooperate with the Owner in making available for the Owner's use, portions of the completed or partially completed buildings. Such use shall not constitute acceptance thereof. D. Prevent dust, fumes, and odors from entering occupied areas. E. Safe access to and egress from any building under construction as part of this Contract, or any existing building in which Work is being done under this Contract, shall be maintained and remain unencumbered by each Contractor in accordance with all applicable codes, rules, and regulations of authorities having jurisdiction on the Work. Contractors and Subcontractors shall cooperate in maintaining this condition. F. Materials shall not be stored promiscuously about the site or in the building, but shall be carefully stored in areas which will not interfere with pedestrian traffic nor with access to and egress from adjacent properties and use of the building. 1. When required, off-site storage and its cost are the responsibility of Contractor. G. Each Contractor shall provide and maintain such temporary Work as may be required for the protection of its finished work where liable to injury. H. Temporary barricades, tunnels, partitions, fencing and such other structures shall be constructed and maintained by the Contractor as may be necessary to maintain building exits and control access to the Contractors' work and operations. I. Storage of Hazardous Materials: Use and storage of propane gas, refrigerants, solvents, paints, and other hazardous or dangerous materials shall be subject to latest codes and regulations applicable in Tompkins County, New York, and the local jurisdiction within which the Project is located; of OSHA ; and any other Federal, State or local regulatory body requiring more stringent conditions J. If during the construction, public or private property is damaged or destroyed as a consequence of its Work, the Prime Contractor responsible shall, at its own expense, restore such property to a condition equal to that existing before such damage or injury was done, by repairing, rebuilding or replacing it, or otherwise making good such damage or destruction in a manner acceptable to the Architect. K. Provide temporary facilities, service utilities, and protection as required to safely executing all work. 1. Contractor is responsible for providing telephones and toilets for the use of their personnel, unless written approval to use existing facilities is granted by the Owner. 1. The Contractor shall pay for all temporary utilities for the duration of the project. 2. The Contractor shall pay for all required hookups for the duration of the project. 1.2 TEMPORARY FACILITIES AND CONTROLS A. Installation and removal of temporary facilities shall be included in the contract. Coordinate timing with Owner and utility companies. B. Contractor shall pay charges for sewer usage, water, and electric power. C. Provide construction fencing and barriers as required to control traffic (persons and vehicles), and to protect pedestrians. 1. Provide temporary walkways and traffic signs to protect pedestrians and maintain safe passage along public right of way. D. Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day. Provide chain link fencing or other type acceptable to Owner and Architect. E. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. F. Construct and maintain temporary roads and paved areas adequate for construction operations. Provide dust control treatment that is non-polluting and non-tracking. Reapply treatment as required to minimize dust. G. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water. Dispose of rainwater in lawful manner that does not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities. TEMP. FACILITIES & CONTROLS STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-5000-TEMPORARY FACILITIES AND CONTROLS.DOCX (PRINTED 6.13.2019) H. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. No less than two. I. Provide temporary heating, cooling, ventilation and humidity control required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid propane gas or fuel oil heaters with individual space thermostatic control. 1. Use of gasoline burning space heaters, open flame heaters or salamander type heating units is prohibited. J. Sanitary Facilities: Unless noted otherwise, provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. ***END OF SECTION 01 5000*** CUTTING AND PATCHING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-7310-CUTTING AND PATCHING.DOCX (PRINTED 6.13.2019) CUTTING AND PATCHING 01 7310 1.1 DEFINITIONS A. The word "new" used herein shall mean Work which has been or is to be installed under the terms of the Contract for this project. B. The word "existing" used herein shall mean existing conditions previous to the award of a Contract for this project. 1.2 CUTTING AND PATCHING A. The Contractor shall be responsible for all cutting, fitting or patching required to complete the Work or to make its parts fit together properly. All areas requiring cutting, fitting and patching shall be restored to the condition existing prior to the cutting, fitting or patching, unless noted otherwise in the construction documents. 1. Include all cutting and patching for penetrations through floors, walls ceilings and roofs. 2. Do not cut or notch any structural members unless approved in writing by Architect. 3. Patching of Work shall match existing adjacent surfaces and shall be disguised completely to hide any trace of patching. B. In order to eliminate cutting and patching as much as possible, each Prime Contractor shall, during the progress of the Work, provide and set proper sleeves, inserts, etc. as required for new Work and shall give proper and detailed instructions to others where Work may be affected by their Work, with adequate notice prior to the erection of new Work. Cutting and patching Work as required to install new Work or remove existing Work shall be done carefully and neatly with as little damage as possible. C. The Contractor shall not damage or endanger any portion of the Work or fully or partially completed construction of the Owner or separate Contractors by cutting, patching or otherwise altering such construction, or by excavation. The Contractor shall not cut or otherwise alter such construction except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. D. Cutting and patching of any Work shall be made in such a manner as to not breach any provisions of any guarantee or warranty on existing or new Work. 1.3 PRODUCTS A. Products shall be selected as required to match adjacent surfaces in type, texture and color. B. Some products, such as concrete, masonry, etc. may not be described separately in these Specifications, if they are mainly required for Cutting and Patching purposes. ***END OF SECTION 01 7310*** CONSTR. WASTE MANAGEMENT STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-7419-CONSTRUCTION WASTE MANAGEMENT.DOCX (PRINTED 6.13.2019) CONSTRUCTION WASTE MANAGEMENT 01 7419 1.1 CONSTRUCTION WASTE MANAGEMENT A. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials. B. Provide waste collection containers in sizes adequate to handle waste from construction and demolition operations. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Contractor(s) shall keep the premises and surrounding areas free from accumulation of waste materials or rubbish caused by their operations. Do not hold waste materials more than seven (7) days during normal weather or three (3) days if temperature is expected to rise above 80°F. 1. Train workers, subcontractors, and suppliers on proper waste management procedures. D. Contractor shall remove and legally dispose of all waste materials from the job site. Construction waste includes packaging. 1. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. 2. Do not bury or burn waste materials on site. Do not wash waste materials down sewers or into waterways. E. At completion of the work, contractor(s) shall remove waste materials, rubbish, their tools, construction equipment, machinery and surplus materials from and about the project. ***END OF SECTION 01 7419*** PROJECT CLOSEOUT STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-7700-PROJECT CLOSEOUT.DOCX (PRINTED 6.13.2019) PROJECT CLOSEOUT 01 7700 1.1 SUBSTANTIAL COMPLETION PROCEDURES A. Prepare and submit a list of items to be completed and corrected (Contractor's Punch List). Submit written request for Architect’s and Owner’s final inspection to determine completion of any Punch List. B. Submit closeout submittals specified in other Sections. C. Submit test/adjust/balance records. Submit operation, emergency, and maintenance manuals for products, systems, and equipment, in PDF format. 1. Instruct personnel selected by Owner in operation, adjustment, and maintenance of products, equipment, and systems. D. Terminate and remove temporary facilities from Project site, along with mock-ups, construction tools, and similar elements. E. Complete final cleaning requirements, including touch up painting. F. Make final changeover of permanent locks and deliver keys to Owner. Include keys for casework and miscellaneous lockable items. 1.2 FINAL COMPLETION PROCEDURES A. Repair or remove and replace defective construction. B. Employ experienced workers or professional cleaners for final cleaning. 1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. 2. Remove snow and ice to provide safe access to building. 3. Rake grounds that are neither planted nor paved to smooth, even textured surface. 4. Clean exposed exterior and interior hard surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. 5. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. 6. Sweep concrete floors broom clean in unoccupied spaces. 7. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain. 8. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces. 9. Remove labels that are not permanent. 10. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grilles. Retest applicable systems, and leave ready for occupancy. 11. Clean plumbing fixtures to sanitary condition, free of stains, including stains resulting from water exposure. 12. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. 13. Remove tools, construction equipment, machinery, and surplus material from Project site. 14. Leave Project clean and ready for occupancy. C. Contractor shall procure final Certificate of Occupancy upon completion of the project and forward same to the Owner. 1.3 PROJECT RECORD DOCUMENTS (“AS BUILTS”) A. Submit one copy of marked up record prints, and one of specifications. PDF or hard copies (but not a combination). B. Show changes made by addenda, change orders and other contract modifications. Include catalog cuts if necessary. ***END OF SECTION 01 7700*** MISCELLANEOUS REQUIREMENTS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9000-MISCELLANEOUS REQUIREMENTS.DOCX (PRINTED 6.13.2019) MISCELLANEOUS REQUIREMENTS 01 9000 1.1 MISCELLANEOUS REQUIREMENTS A. Contractor shall separate all dissimilar metals with vinyl gaskets or a heavy coat of bituminous paint (except where bitumen may react with caulking or other materials) to prevent corrosive or electrolytic action. B. Each Contractor shall be responsible for all breakage of glass, which has been furnished and installed as part of the Contract, and existing glass that is broken due to operations of the Contractor or Subcontractors. No matter by whom or what cause glass was broken, the Contractor shall replace all broken glass before completion and acceptance of the Work. The Contractor may claim damages, if applicable. C. Restoration: If during the construction, public or private property is damaged or destroyed as a consequence of its Work, the Prime Contractor responsible shall, at its own expense, restore such property to a condition equal to that existing before such damage or injury was done, by repairing, rebuilding or replacing it, or otherwise making good such damage or destruction in a manner acceptable to the Architect. D. O.S.H.A.: In addition to all requirements set forth herein all Contractors and subcontractors which perform any Work under this Contract shall fully comply with the provisions of the Federal Occupational Safety and Health Act of 1970, as amended, and with any rules and regulations pursuant to the Act. This requirement shall apply continuously and not be limited to normal working hours. The duty of the Architect and the Engineer to conduct construction review of the Contractor's or its subcontractor's performance is not intended to include review of the adequacy of the Contractor's or its subcontractors' safety measures in, on, or near the construction site or buildings. 1.2 FIRE PROTECTION SYSTEMS A. Contractor shall retain the services of a professional engineer, currently licensed in the State of New York, to design or review, and stamp, fire suppression sprinkler and standpipe systems. B. Drawings and calculations shall be submitted to Architect for review and to local Fire Department for approval, within 5 weeks of the start of construction. a. Extend sprinkler system to exterior areas, such as balconies and above windows, as required by Code. Consult architect prior to submitting shop drawings. 1.3 ENERGY CODE COMPLIANCE A. This project is a low-rise residential building (3 stories). Therefore, while subject to the requirements of the 2015 IBC (and not the IRC), it must comply will all the “residential” provisions of the IECC, including a blower door test. A copy of the REScheck Report is attached. ***END OF SECTION 01 9000*** REScheck Software Version 4.6.5 Compliance Certificate Project 327 W. Seneca St. Energy Code:2015 IECC Location:Ithaca, New York Construction Type:Multi-family Project Type:New Construction Conditioned Floor Area:2,586 ft2 Glazing Area 10% Climate Zone:6 (7207 HDD) Permit Date: Construction Site: 327 W. Seneca St. Ithaca, NY 14850 Owner/Agent: VISUM Development Ithaca, NY 14850 Designer/Contractor: Permit Number: Compliance: Passes using UA trade-off 0.0% Better Than Code Maximum UA:685 Your UA:685 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2,586 60.0 0.0 0.024 62 Wall 1: Wood Frame, 16" o.c.6,132 30.0 0.0 0.049 266 Window 1: Wood Frame:Double Pane with Low-E 603 0.250 151 Door 1: Solid 84 0.600 50 Door 2: Glass 21 0.350 7 Floor 1: Slab-On-Grade:Unheated Insulation depth: 3.0' 215 15.0 0.691 149 Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 1 of 9 06/12/19Report date: Contractor shall ensure compliance with all requirements listed below Christian Nielsen, Senior Architect 6-12-19 Inspection Checklist Requirements: 37.0% were addressed directly in the REScheck software REScheck Software Version 4.6.5 Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 2015 IECC Section # & Req.ID Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies?Comments/Assumptions 103.1, 103.2 [PR1]1 Construction drawings and documentation demonstrate energy code compliance for the building envelope. Thermal envelope represented on construction documents. Complies Does Not Not Observable Not Applicable Requirement will be met. 103.1, 103.2, 403.7 [PR3]1 Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. Complies Does Not Not Observable Not Applicable 302.1, 403.7 [PR2]2 Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official. Heating: Btu/hr_____ Cooling: Btu/hr_____ Heating: Btu/hr_____ Cooling: Btu/hr_____ Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 2 of 9 06/12/19Report date: Project is low-rise (3 stories) and may follow residential provisions of IECC Contractor to coordinate with Owner. Section # & Req.ID Foundation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.2 [FO1]1 Slab edge insulation R-value.R-_____ Unheated Heated R-_____ Unheated Heated Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.2 [FO3]1 Slab edge insulation depth/length. _____ ft _____ ft Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2.1 [FO11]2 A protective covering is installed to protect exposed exterior insulation and extends a minimum of 6 in. below grade. Complies Does Not Not Observable Not Applicable Requirement will be met. 403.9 [FO12]2 Snow- and ice-melting system controls installed. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 3 of 9 06/12/19Report date: See Structural drawings. See Structural drawings. n/a Section # & Req.ID Framing / Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.3.4 [FR1]1 Door U-factor.U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.1, 402.3.1, 402.3.3, 402.5 [FR2]1 Glazing U-factor (area-weighted average). U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.3 [FR4]1 U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.4.1.1 [FR23]1 Air barrier and thermal barrier installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.4.3 [FR20]1 Fenestration that is not site built is listed and labeled as meeting AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.4.5 [FR16]2 IC-rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate ≤2.0 cfm leakage at 75 Pa. Complies Does Not Not Observable Not Applicable Exception: Requirement is not applicable. Location on plans/spec: No recessed fixtures 403.3.1 [FR12]1 Supply and return ducts in attics insulated >= R-8 where duct is >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. Complies Does Not Not Observable Not Applicable 403.3.5 [FR15]3 Building cavities are not used as ducts or plenums. Complies Does Not Not Observable Not Applicable 403.4 [FR17]2 HVAC piping conveying fluids above 105 ºF or chilled fluids below 55 ºF are insulated to ≥R- 3. R-_____R-_____Complies Does Not Not Observable Not Applicable 403.4.1 [FR24]1 Protection of insulation on HVAC piping. Complies Does Not Not Observable Not Applicable 403.5.3 [FR18]2 Hot water pipes are insulated to ≥R-3. R-_____R-_____Complies Does Not Not Observable Not Applicable 403.6 [FR19]2 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Complies Does Not Not Observable Not Applicable Requirement will be met. 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 4 of 9 06/12/19Report date: Used IECC default value 0.25 See Andersen Windows' website See Andersen Windows' website n/a n/a Contractor to coordinatewith Owner. Contractor to coordinate with Owner. Contractor to coordinate with Owner. Contractor to coordinate with Owner. Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 5 of 9 06/12/19Report date: Section # & Req.ID Insulation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 303.1 [IN13]2 All installed insulation is labeled or the installed R-values provided. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.1.1, 402.2.5, 402.2.6 [IN3]1 Wall insulation R-value. If this is a mass wall with at least ½ of the wall insulation on the wall exterior, the exterior insulation requirement applies (FR10). R-_____ Wood Mass Steel R-_____ Wood Mass Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2 [IN4]1 Wall insulation is installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable Requirement will be met. Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 6 of 9 06/12/19Report date: Not a mass wall. Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.2.1, 402.2.2, 402.2.6 [FI1]1 Ceiling insulation R-value.R-_____ Wood Steel R-_____ Wood Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.1.1, 303.2 [FI2]1 Ceiling insulation installed per manufacturer’s instructions. Blown insulation marked every 300 ft². Complies Does Not Not Observable Not Applicable Requirement will be met. 402.2.3 [FI22]2 Vented attics with air permeable insulation include baffle adjacent to soffit and eave vents that extends over insulation. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.2.4 [FI3]1 Attic access hatch and door insulation ≥R-value of the adjacent assembly. R-_____R-_____Complies Does Not Not Observable Not Applicable Requirement will be met. 402.4.1.2 [FI17]1 Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. ACH 50 =_____ACH 50 =_____Complies Does Not Not Observable Not Applicable Requirement will be met. 403.3.4 [FI4]1 Duct tightness test result of <=4 cfm/100 ft2 across the system or <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in tests, verification may need to occur during Framing Inspection. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.3 [FI27]1 Ducts are pressure tested to determine air leakage with either: Rough-in test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer’s air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer’s air handler enclosure. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.2.1 [FI24]1 Air handler leakage designated by manufacturer at <=2% of design air flow. Complies Does Not Not Observable Not Applicable 403.1.1 [FI9]2 Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. Complies Does Not Not Observable Not Applicable 403.1.2 [FI10]2 Heat pump thermostat installed on heat pumps. Complies Does Not Not Observable Not Applicable 403.5.1 [FI11]2 Circulating service hot water systems have automatic or accessible manual controls. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 7 of 9 06/12/19Report date: Contractor's responsibility Contractor's responsibility Contractor's responsibility n/a n/a Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 403.6.1 [FI25]2 All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and air flow limits. Complies Does Not Not Observable Not Applicable 403.2 [FI26]2 Hot water boilers supplying heat through one- or two-pipe heating systems have outdoor setback control to lower boiler water temperature based on outdoor temperature. Complies Does Not Not Observable Not Applicable 403.5.1.1 [FI28]2 Heated water circulation systems have a circulation pump. The system return pipe is a dedicated return pipe or a cold water supply pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. Complies Does Not Not Observable Not Applicable 403.5.1.2 [FI29]2 Electric heat trace systems comply with IEEE 515.1 or UL 515. Controls automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping. Complies Does Not Not Observable Not Applicable 403.5.2 [FI30]2 Water distribution systems that have recirculation pumps that pump water from a heated water supply pipe back to the heated water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104ºF. Complies Does Not Not Observable Not Applicable 403.5.4 [FI31]2 Drain water heat recovery units tested in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. Complies Does Not Not Observable Not Applicable 404.1 [FI6]1 75% of lamps in permanent fixtures or 75% of permanent fixtures have high efficacy lamps. Does not apply to low-voltage lighting. Complies Does Not Not Observable Not Applicable 404.1.1 [FI23]3 Fuel gas lighting systems have no continuous pilot light. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 8 of 9 06/12/19Report date: Contractor's responsibility n/a Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 401.3 [FI7]2 Compliance certificate posted.Complies Does Not Not Observable Not Applicable Requirement will be met. 303.3 [FI18]3 Manufacturer manuals for mechanical and water heating systems have been provided. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 9 of 9 06/12/19Report date: Contractor's responsibility Contractor's responsibility 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value 30.00Above-Grade Wall 0.00Below-Grade Wall 15.00Floor 60.00Ceiling / Roof _______Ductwork (unconditioned spaces): Glass & Door Rating SHGCU-Factor 0.25Window 0.60Door Heating & Cooling Equipment Efficiency _______Heating System:_________________________ _______Cooling System:_________________________ _______Water Heater:___________________________ Name:Date: Comments GEN. REQUIREMENTS SCHEDULE STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9999A-GENERAL REQUIREMENTS SCHEDULE.DOCX (PRINTED 6.13.2019) GENERAL REQUIREMENTS SCHEDULE 01 9999 1.1 PURPOSE A. The following schedule lists the types of submittals and similar requirements expected for this project. The Architect or the Owner may request additional documentation or samples, at no additional cost to the project. B. All product warranties shall be submitted, and shall start on the date of Substantial Completion (not the date of manufacture, purchase or installation). C. Delegated Design submittals shall be signed and stamped by a professional engineer currently licensed in the State of New York. Section Item Prod. Data Samples Shop Dwgs Certificates MockUp Del. Des. Comments 03 3000a Cast-in-place concrete A B yes Submit concrete mixes 03 3000b Under-slab vapor retarder A B 03 5416 Hydraulic cement underlayment A B yes 05 5000 Metal fabrications A B yes Canopy shop drawings 05 5213 Pipe and tube railings A B yes 06 1000 Rough carpentry A B yes 06 1600 Sheathing A B yes 06 1700 Shop-fabricated structural wood A B yes yes Submit framing plans 06 1753 Shop-fabricated wood trusses A B yes yes Submit framing plans 06 2000 Finish carpentry A B C 06 4300 Wood stairs and railings A B yes 07 2100 Thermal insulation A B 07 2401 Direct-applied exterior finish system and trim A B C yes yes Show shapes of EPS trim 07 3113 Asphalt shingles A B C 07 4602 Fiber-cement siding and trim A B C yes 07 6200 Sheet metal flashing and trim A B C yes 07 7100 Roof specialties A B 07 8413 Penetration firestopping A B C 07 9200 Joint sealants A B C 08 1115 Hollow metal doors and frames A B 08 1600 Pre-hung molded composite doors A B 08 1700 FRP/aluminum doors A B C 08 3113 Access doors and frames A B 08 3313 Fire rated shutters A B C yes yes 08 5400 Windows A B C 08 7100 Door hardware A B C 08 8000 Glazing A B 09 2900 Gypsum board A B 09 6513 Resilient base and accessories A B C 09 6519 Resilient tile flooring To be selected by Owner 09 6813 Tile carpeting To be selected by Owner 09 9100 Painting A B C 10 1400 Signage A B C 10 2800 Residential bathroom accessories To be selected by Owner 10 4400 Fire extinguishers A B 10 5500 Postal specialties A B 10 7316 Aluminum canopies A B 10 9999 Miscellaneous specialties A B 11 3100 Residential appliances To be selected by Owner 12 3200 Residential casework To be selected by Owner 22 Plumbing A B yes Sprinkler System yes yes yes Fire Department Connections yes yes yes 23 HVAC yes B yes yes 26 Electrical yes B yes yes GEN. REQUIREMENTS SCHEDULE STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9999A-GENERAL REQUIREMENTS SCHEDULE.DOCX (PRINTED 6.13.2019) Section Item Prod. Data Samples Shop Dwgs Certificates MockUp Del. Des. Comments Fire Alarm System yes yes yes 31 Earthwork A B 32 Exterior improvements A B 33 Utilities A B NOTES: A: Product data is not required if contractor states in writing that they will use the Basis of Design product. B: Samples only if specifically requested by Architect. C: Samples for color and texture selection only. ***END OF SECTION 01 9999*** Submittals Cover Sheet follows. Submittals Cover Sheet SUBMITTALS COVER SHEET STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9999B-SUBMITTALS COVER SHEET.DOCX (PRINTED 6.13.2019) ARCHITECT: STREAM COLLABORATIVE architecture + landscape architecture dpc Ithaca, NY 14850 CONTRACTOR: SUBCONTRACTOR / SUPPLIER: CONTRACTOR’S CERTIFICATION I CERTIFY THAT THIS SUBMITTAL HAS BEEN REVIEWED BY THE CONTRACTOR PRIOR TO SENDING TO ARCHITECT. Date: By: CONTRACTOR’S COMMENTS: SUBMITTAL DATE: SUBMITTAL No.: SUBMITTAL TYPE (CHECK ONE):  Product Data  Shop Drawing  Sample  Color Chart  Warranty  Certification  Other CHECK FOLLOWING AS APPLICABLE:  01 - First submission  02 - Second submission  03 - Third submission  Substitution SPECIFICATION SECTION: PRODUCT: MANUFACTURER: ARCHITECT’S COMMENTS: STRUCTURE DEMOLITION STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-02-4116-STRUCTURE DEMOLITION.DOCX (PRINTED 6.13.2019) STRUCTURE DEMOLITION 02 4166 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Demolition and removal of buildings and site improvements. 2. Abandoning in-place or removing below-grade construction. 3. Disconnecting, capping or sealing, and abandoning in-place or removing site utilities. B. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.3 SUBMITTALS A. Proposed Protection Measures: Submit informational report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and for noise control. Indicate proposed locations and construction of barriers. 1. Adjacent Buildings: Detail special measures proposed to protect adjacent buildings to remain, including means of egress from those buildings. 1.4 PROJECT CONDITIONS A. Buildings immediately adjacent to demolition area will be occupied. Conduct building demolition so operations of occupied buildings will not be disrupted. 1. Provide not less than 72 hours' notice of activities that will affect operations of adjacent occupied buildings. 2. Maintain access to existing walkways, exits, and other facilities used by occupants of adjacent buildings. a. Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacent buildings without written permission from authorities having jurisdiction. B. Owner assumes no responsibility for buildings and structures to be demolished. C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings and structures to be demolished. 1. If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings, then provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures. 2. Cut off pipe or conduit a minimum of 24 inches below grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing according to requirements of authorities having jurisdiction. B. Verify that utilities have been disconnected and capped before starting demolition operations. C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction and as indicated. Protect adjacent buildings and facilities from damage due to demolition activities. 1. Protect existing site improvements, appurtenances, and landscaping to remain. 2. Erect a plainly visible fence around drip line of individual trees or around perimeter drip line of groups of trees to remain. 3. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 4. Provide protection to ensure safe passage of people around building demolition area and to and from occupied portions of adjacent buildings and structures. STRUCTURE DEMOLITION STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-02-4116-STRUCTURE DEMOLITION.DOCX (PRINTED 6.13.2019) 3.2 DEMOLITION, GENERAL A. Demolish indicated buildings and site improvements completely. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire- suppression devices during flame-cutting operations. 2. Maintain fire watch during and a minimum of thirty (30) minutes after flame cutting operations in accordance with current Fire Code of New York State; § 2604.2 - Fire Watch. Code Enforcement Officer or responsible manager representing Owner may extend time period based on hazards being performed. 3. Maintain adequate ventilation if and when using cutting torches. 4. Locate building demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. B. Below-Grade Construction and Utilities: Demolish foundation walls, unnecessary utilities and other below- grade construction that are within footprint of new construction and extending 5 feet outside footprint indicated for new construction. Abandon below-grade construction and utilities outside this area. 1. Remove below-grade construction, including utilities, basements, foundation walls, and footings, to at least 12 inches below grade. C. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades. 3.3 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site and legally dispose of them in an approved landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Do not burn demolished materials. 3.4 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began. 1. Clean roadways of debris caused by debris transport. ***END OF SECTION 02 4166*** HYDRAULIC CEMENT UNDERLAYMENT STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-03-5416-HYDRAULIC CEMENT UNDERLAYMENT.DOCX (PRINTED 6.13.2019) HYDRAULIC CEMENT UNDERLAYMENT 03 5416 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes moisture control system and hydraulic-cement-based, polymer-modified, self-leveling underlayment for application below interior floor coverings. 1. Environmental Limitations: Comply with manufacturer's written instructions for substrate temperature, ventilation, ambient temperature and humidity, and other conditions affecting underlayment performance. 2. Coordinate application of underlayment with requirements of floor-covering products and adhesives, to ensure compatibility of products. B. Provide a unit price per square foot to add this system if required by finish flooring manufacturers to control moisture in concrete slab substrates. See Section 01 2000. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Written certification from finish flooring manufacturers that underlayment system will preserve their own warranties. PART 2 - PRODUCTS 2.1 HYDRAULIC-CEMENT-BASED UNDERLAYMENTS A. Moisture Control System: Provide system formulated to suppress excessive moisture vapor emissions where the level from the slab exceeds the maximum allowed by the manufacturer of the finished floor covering. 1. Basis of Design: MC Rapid by Ardex. B. Underlayment: Hydraulic-cement-based, polymer-modified, self-leveling product that can be applied in minimum uniform thickness of ¼ inch and that can be feathered at edges to match adjacent floor elevations 1. Basis of Design: K-15 self-leveling underlayment by Ardex. PART 3 - EXECUTION 3.1 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 03 5416*** METAL FABRICATIONS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-05-5000-METAL FABRICATIONS.DOCX (PRINTED 6.13.2019) METAL FABRICATIONS 05 5000 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Shop fabricated metal components. 2. Steel framing and supports for applications where they are not specified in other Sections or Drawings. B. Unless more stringent requirements are called for in drawings, the following shall apply: 1. Welding procedures and personnel according to AWS D1.1, "Structural Welding Code - Steel." 1.3 SUBMITTALS A. Shop Drawings: Show fabrication and installation details. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide Shop Drawings for the following: 1. Steel framing and supports for mechanical and electrical equipment. 2. Steel framing and supports for applications where framing and supports are not specified in other Sections PART 2 - PRODUCTS 2.1 METALS A. Provide materials with smooth, flat surfaces unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. 2.2 MISCELLANEOUS MATERIALS A. Unless otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use. B. Paint: 1. Shop Primer: Primer formulated for exterior use over metal and compatible with finish paint systems indicated. 2. Powder coating. 3. Repair Paint: Paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it. PART 3 - EXECUTION 3.1 INSTALLATION A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication. B. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. C. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. ***END OF SECTION 05 5000*** PIPE AND TUBE RAILINGS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-05-5213-PIPE AND TUBE RAILINGS.DOCX (PRINTED 6.13.2019) PIPE AND TUBE RAILINGS 05 5213 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Painted steel pipe and tube railings. B. Comply with requirements of Section 05 5000, and the following. C. Structural Performance: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Handrails and Top Rails of Guards: a. Uniform load of 50 lbf applied in any direction. b. Concentrated load of 200 lbf applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently. D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. E. Provide galvanized finish for exterior installations and where indicated. 1.3 SUBMITTALS A. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. PART 2 - PRODUCTS 2.1 PIPE A. ASTM A 53, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads. 1. 1½” outside diameter, U.N.O. 2.2 TUBE A. ASTM A 500 (cold formed) or ASTM A 513. 1. 1½” outside diameter, U.N.O. 2.3 MISCELLANEOUS A. Primers and paints specified in Division 09. PART 3 - EXECUTION 3.1 GENERAL A. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. B. Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. C. Verify that blocking has been installed within walls to support specified loads and to prevent bracket or fitting rotation and crushing of substrate D. Provide brackets with 1½-inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. E. Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. Close ends of returns unless clearance between end of rail and wall is ¼-inch or less. ***END OF SECTION 05 5213*** ROUGH CARPENTRY STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1000-ROUGH CARPENTRY.DOCX (PRINTED 6.13.2019) ROUGH CARPENTRY 06 1000 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Wood blocking and nailers. 3. Wood furring. 4. Plywood panels. B. Unless more stringent requirements are called for in drawings, such as framing plans and door/window schedules, the following shall apply. C. Refer to Structural Drawings for additional requirements and submittals. In case of discrepancies, Structural Drawings and Notes take precedence. 1.3 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product, including: 1. Wood preservative treatment. 2. Fire-retardant treatment. 3. Waterborne treatment. 4. Include copies of warranties from chemical treatment manufacturers for each type of treatment. B. Shop drawings: For stairs, showing plans, sections and details. C. Additional submittals listed on Structural Drawings, including Delegated Design. PART 2 - PRODUCTS 2.1 GENERAL A. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber. 1. Provide dressed lumber, S4S, unless otherwise indicated. 2. Maximum Moisture Content of Lumber: 15 percent, unless otherwise indicated. 2.2 TREATED LUMBER A. Pressure Treated: Preservative chemicals acceptable to authorities having jurisdiction and containing no arsenic or chromium 1. Treat items indicated on Drawings, and the following: a. Members in connection with roofing, flashing, vapor barriers, and waterproofing. b. Members in contact with masonry or concrete. c. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls, and as shown on drawings. d. Wood framing members that are less than 18 inches above the ground in crawlspaces or unexcavated areas. e. Furring strips that are part of a rainscreen system. B. Fire-retardant treated: use materials that are acceptable to authorities having jurisdiction, and with fire-test- response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency. 1. Provide products with a flame spread index of 25 or less when tested according to ASTM E 84. 2. Treat items indicated on Drawings, and the following: a. Concealed blocking. b. Framing for non-load-bearing partitions. c. Roof construction. d. Plywood panels. ROUGH CARPENTRY STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1000-ROUGH CARPENTRY.DOCX (PRINTED 6.13.2019) C. Water-Repellent treated: NWWDA-tested and -accepted formulation containing 3-iodo-2-propynyl butyl carbamate, combined with an insecticide containing chloropyrifos as its active ingredient. 2.3 DIMENSION LUMBER FRAMING A. Bearing walls and partitions: as shown on Drawings. B. Non-load-bearing interior partitions: No. 2 grade or better, SPF, new, sound and square. C. Exposed framing: Provide material hand-selected for uniformity of appearance and freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot-holes, shake, splits, torn grain, and wane. 2.4 FASTENERS A. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153 or Type 304 stainless steel. 2.5 MISCELLANEOUS MATERIALS A. Sill-Sealer Gaskets: Closed-cell neoprene foam, ¼-inch thick, selected from manufacturer's standard widths to suit width of sill members indicated. B. Adhesives shall be low VOC, approved in writing by manufacturers for intended use. PART 3 - EXECUTION 3.1 GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. B. All conventionally framed joists, headers and beams bearing on each other in the same plane shall be fastened to each other with the single, double or triple hanger recommended by manufacturer, installed to manufacturer’s instructions. C. Provide blocking and framing as indicated, and as required to support facing materials, fixtures, specialty items, handrails, grab bars, future grab bars, wall cabinets and trim. D. Where wood-preservative-treated lumber is installed adjacent to metal, install continuous flexible flashing separator between wood and metal. 3.2 FIRE BLOCKING A. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows: 1. Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96 inches o.c. with solid wood blocking or non-combustible materials accurately fitted to close furred spaces. 2. Fire block concealed spaces of wood-framed walls and partitions at each floor level, at ceiling line of top story, and at not more than 96 inches o.c. Where fire blocking is not inherent in framing system used, provide closely fitted solid wood blocks of same width as framing members and 2-inch nominal- thickness. 3. Fire block concealed spaces between floor sleepers and stair stringers with same material as sleepers to limit concealed spaces to not more than 100 sq. ft. and to solidly fill space below partitions. 3.3 WALL AND PARTITION FRAMING INSTALLATION A. General: Provide single bottom plate and double top plates using members of 2-inch nominal thickness whose widths equal that of studs, except single top plate may be used for non-load-bearing partitions. B. Provide studs of size indicated, spaced 16 inches o.c. unless otherwise indicated. C. Provide continuous horizontal blocking at mid-height of partitions more than 96 inches high, using members of 2-inch nominal thickness and of same width as wall or partitions. D. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Support headers on jamb studs. 1. For non-load-bearing partitions, provide double-jamb studs and headers not less than 4-inch nominal depth for openings 48 inches and less in width, 6-inch nominal depth for openings 48 to 72 inches in width, 8-inch nominal depth for openings 72 to 120 inches in width, and not less than 10-inch nominal depth for openings 10 to 12 feet in width. E. For load-bearing walls, provide double-jamb studs for openings 60 inches and less in width, and triple-jamb studs for wider openings. Provide headers of depth indicated. ***END OF SECTION 06 1000*** SHEATHING STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1600-SHEATHING.DOCX (PRINTED 6.13.2019) SHEATHING 06 1600 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Wall sheathing. 2. Roof sheathing. 3. Subflooring / underlayment. B. Refer to Section 09 2900 for cementitious panels to receive direct-applied exterior finish system specified in Section 07 2401. 1.3 SUBMITTALS A. Product Data: For each type of product, including: 1. Wood preservative treatment. 2. Fire-retardant treatment. 3. Waterborne treatment 4. Include copies of warranties from chemical treatment manufacturers for each type of treatment. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: For assemblies with fire-resistance ratings, provide materials and construction identical to those of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction. 2.2 PLYWOOD SHEATHING A. DOC PS 1, Exterior, Structural I sheathing. 1. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC3b for exterior construction not in contact with the ground, and Use Category UC4a for items in contact with the ground. a. Chemicals acceptable to authorities having jurisdiction and containing no arsenic or chromium. b. Treat items indicated on Drawings and plywood in contact with masonry or concrete or used with roofing, flashing, vapor barriers, and waterproofing. 2. Fire-Retardant-Treated Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E 84. a. Use treatment that does not promote corrosion of metal fasteners. b. Identify plywood with appropriate classification marking of qualified testing agency. c. Treat all plywood unless otherwise indicated. 2.3 COMBINATION OSB SHEATHING/MOISTURE/AIR BARRIER A. Exposure 1 OSB sheathing with factory-laminated water-resistive barrier facer. 1. Provide manufacturer-approved fasteners, tape, sealants and flashing membranes. 2. Basis of Design: ‘ZIP’ sheathing products manufactured by Huber Engineered Woods LLC (www.zipsystem.com). B. Walls: 7/16” panels. C. Roof: ⅝” panels. SHEATHING STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1600-SHEATHING.DOCX (PRINTED 6.13.2019) 2.4 FIRE-RATED OSB WALL AND ROOF SHEATHING A. Oriented-Strand-Board Roof Sheathing: DOC PS 2, Exposure 1, Structural I sheathing, with fire-resistant coating (Flame Spread of less than 25 and Smoke Developed Index of less than 100 when tested according to ASTM E84). 1. Basis of Design: FlameBlock by Louisiana Pacific Corporation (https://lpcorp.com/products/panels- sheathing/fire-rated-osb/) . a. Coating on one side. 2.5 MAGNESIUM OXIDE PANEL SHEATHING A. At exterior walls required to be fire-rated on both sides (east walls in this project), provide ½” thick magnesium oxide panels by ExtremeGreen (www.extremegreenbp.com) or Magnum Board (www.magnumbp.com) 1. Structurally rated 2. Non-combustible and fire rated, with zero flame spread and zero smoke developed ratings 3. Inorganic, mold and pest resistant 4. Water resistant, impervious to water 5. Use manufactured-approved screws (not nails), tapes and accessories. 6. Provide galvanized steel (not vinyl) corner beads and similar accessories. 2.6 SUBFLOORING AND UNDERLAYMENT A. Engineered OSB subfloor: 1. Basis of Design: ‘AdvanTech’ sheathing products (23/32”) (http://www.huberwood.com/advantech/products/advantech-flooring). PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. ***END OF SECTION 06 1600*** SHOP-FABRICATED STRUCTURAL WOOD STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1700 SHOP-FABRICATED STRUCTURAL WOOD.DOCX (PRINTED 6.13.2019) SHOP-FABRICATED STRUCTURAL WOOD 06 1700 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Laminated veneer lumber (LVL). 2. Laminated strand lumber (LSL). 3. Prefabricated wood joists (I-Joists). 1.3 PERFORMANCE REQUIREMENTS A. Live load deflection limit of no more than 1/600 of span. B. Total load deflection limit of no more than 1/360 of span. C. Assembly Fire Resistance Rating (ASTM E119): Members and connections required of this section are an integral part of required fire resistance assemblies indicated or required by the design. 1.4 SUBMITTALS A. Product Data: Manufacturer's data sheets on each product to be used. B. Shop Drawings: Provide drawings indicating member type by manufacturer's series, size, location, and connection details. C. Delegated Design Data: Submit drawings and design calculations signed and sealed by a professional engineer licensed in New York State. D. Test Reports: Upon request provide current structural, fire and sound test reports from recognized testing laboratories. E. Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics, criteria and physical requirements. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Having a minimum 10 years’ experience manufacturing components comparable to or exceeding requirements of project. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Products by The Weyerhaeuser Company (www.weyerhaeuser.com). 1. Products by LP Building Products are also acceptable (www.LPCorp.com). 2. Obtain each type of engineered wood product from a single source and from a single manufacturer. 2.2 ACCESSORIES A. Provide engineered connectors, nail and fastener types and sizes per member manufacturer's details and recommendations. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Strictly follow manufacturer’s written instructions. 1. Install engineered wood products in compliance with approved shop drawings. 2. Do not place holes closer to supports than recommended by manufacturer. SHOP-FABRICATED STRUCTURAL WOOD STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1700 SHOP-FABRICATED STRUCTURAL WOOD.DOCX (PRINTED 6.13.2019) 3. Do not over cut holes and damage flanges. 4. Do not make holes with hammer unless a knockout is provided for this purpose. 5. Do not hammer on flanges and damage joist. 6. Do not cut, notch or drill flanges. 7. Do not use 16d or larger nails in flanges. 8. Do not bevel cut joist ends inside edge of bearing. 9. Do not support joist on web. 10. Do not install visibly damaged joists. B. Allowable holes: 3.3 PROTECTION A. Protect products from damage during remainder of construction activities. ***END OF SECTION 06 1700*** SHOP-FABRICATED WOOD TRUSSES STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1753-SHOP-FABRICATED WOOD TRUSSES.DOCX (PRINTED 6.13.2019) SHOP-FABRICATED WOOD TRUSSES 06 1753 PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data, Shop Drawings, structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation, and ICC-ES evaluation reports for metal plate connectors and metal truss accessories. B. Fabricator Qualifications: Shop that participates in a recognized quality-assurance program that complies with quality-control procedures in TPI 1 and that involves third-party inspection by an independent testing and inspecting agency acceptable to Architect and authorities having jurisdiction. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide metal-plate-connected wood trusses capable of withstanding design loads indicated without exceeding TPI 1 deflection limits. B. Comply with applicable requirements and recommendations of the following publications: 1. TPI 1, "National Design Standard for Metal Plate Connected Wood Truss Construction." 2. TPI DSB, "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses." 3. TPI BCSI, "Guide to Good Practice for Handling, Installing, Restraining & Bracing Metal Plate Connected Wood Trusses." C. Wood Structural Design Standard: Comply with applicable requirements in AF&PA's "National Design Specifications for Wood Construction" and its "Supplement." 2.2 MATERIALS A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review, any species, graded visually or mechanically. 1. Provide dry lumber with 15 percent maximum moisture content at time of dressing. B. Certified Wood: Lumber shall be certified as "FSC Pure" or "FSC Mixed Credit" according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification." C. Connector Plates: TPI 1, fabricated from hot-dip galvanized-steel sheet complying with ASTM A 653; Structural Steel (SS), high-strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G60 coating designation; and not less than 0.036 inch thick. D. Metal Framing Anchors: Provide framing anchors made from hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation. 2.3 FABRICATION A. Assemble trusses using jigs or other means to ensure uniformity and accuracy of assembly with joints closely fitted. Fabricate wood trusses within manufacturing tolerances in TPI 1. PART 3 - EXECUTION 3.1 INSTALLATION A. Install and brace trusses according to TPI recommendations and as indicated. Install trusses plumb, square, and true to line and securely fasten to supporting construction. B. Anchor trusses securely at bearing points; use metal truss tie-downs or floor truss hangers as applicable. Install fasteners through each fastener hole in metal framing anchor. 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 and before construction loads are applied. Anchor ends of permanent bracing where terminating at walls or beams. 1. Install bracing to comply with Section 06 1000 "Rough Carpentry." 2. Install and fasten strongback bracing vertically against vertical web of parallel-chord floor trusses at centers indicated. E. Install wood trusses within installation tolerances in TPI 1. F. Do not alter trusses in field. SHOP-FABRICATED WOOD TRUSSES STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1753-SHOP-FABRICATED WOOD TRUSSES.DOCX (PRINTED 6.13.2019) G. Remove wood trusses that are damaged or do not meet requirements and replace with trusses that do meet requirements. ***END OF SECTION 06 1753*** FINISH CARPENTRY STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-2000-FINISH CARPENTRY.DOCX (PRINTED 6.13.2019) FINISH CARPENTRY 06 2000 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Interior trim, including non-fire-rated interior door frames. 1.3 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials, dimensions, profiles, textures, and colors and include construction and application details. B. Samples: For each type of product involving selection of colors, profiles, or textures. PART 2 - PRODUCTS 2.1 INTERIOR TRIM A. Hardwood Lumber Trim for Transparent Finish (Clear Finish): 1. Species and Grade: Oak, smooth surface. B. Lumber Trim for Opaque Finish (Painted Finish): 1. Species and Grade: Any, smooth surface. 2.2 APPLICATIONS A. Window stools: 2x oak with thickened face, eased edges, with clear polyurethane finish. 1. Window heads and jambs shall be made of gypsum board. B. Door casings: 1x4, primed, finger jointed sides and heads, painted. 1. Provide jamb extensions as required. C. Baseboards: 1x6, primed, finger jointed, painted. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine finish carpentry materials before installation. Reject materials that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Install trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long, except where absolutely necessary. E. Fill nail holes and apply sealants prior to painting. F. All trim (unless receiving transparent finish) shall be primed, sealed and painted (2 coats). ***END OF SECTION 06 2000*** WOOD STAIRS & RAILINGS STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-4300 WOOD STAIRS AND RAILINGS.DOCX (PRINTED 6.13.2019) WOOD STAIRS AND RAILINGS 06 4300 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Wood stairs and railings, including rough carriages for stairs. 2. Shop finishing of wood stairs and railings. 1.3 SUBMITTALS A. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. B. Samples for Initial Selection: 1. Shop-applied transparent finishes. 2. Shop-applied opaque finishes. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance 1.5 FIELD CONDITIONS A. Field Measurements: Where wood stairs and railings are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Locate concealed framing, blocking, and reinforcements that support woodwork by field measurements before being enclosed, and indicate measurements on Shop Drawings. 1.6 COORDINATION A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that wood stairs and railings can be supported and installed as indicated. PART 2 - PRODUCTS 2.1 WOOD STAIRS AND RAILINGS A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of interior architectural woodwork indicated for construction, finishes, installation, and other requirements. B. Grade: Economy. C. Wood for Opaque Finish: Any closed-grain hardwood except that eastern white pine, sugar pine, or western white pine may be used for risers, stringers, and moldings. D. Finishes for Stair Parts: As follows: 1. Treads: Rubber. 2. Risers: Painted. 3. Stringers: Painted. 4. Handrails: Painted. 5. Scotia, Cove, and Other Moldings: Painted. 2.2 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Fire-retardant-treated softwood lumber, kiln dried to less than 15 percent moisture content. B. Rough Carriages for Stairs: Laminated-veneer lumber, parallel-strand lumber, or solid lumber kiln dried to 19 percent maximum moisture content. 2x10 nominal size, minimum. 1. Notching: Notch rough carriages to receive treads, risers, and supports; leave at least 3½ inches of effective depth. WOOD STAIRS & RAILINGS STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-4300 WOOD STAIRS AND RAILINGS.DOCX (PRINTED 6.13.2019) 2. Spacing: At least three framing members for each 36” clear width of stair. C. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors. D. Adhesives: Use low VOC adhesives that do NOT contain urea formaldehyde. 2.3 FABRICATION A. Fabricate wood stairs and railings to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1. Corners of Solid-Wood (Lumber) Members: 1/16” unless otherwise indicated. B. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. C. Cut carriages to accurately fit treads and risers. Glue treads to risers, and glue and nail treads and risers to carriages. PART 3 - EXECUTION 3.1 PREPARATION A. Before installation, condition wood stairs and railings to average prevailing humidity conditions in installation areas. B. Do not proceed with installation until substrates have been properly prepared and deviations from manufacturer's recommended tolerances are corrected. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Commencement of installation constitutes acceptance of conditions. 3.2 INSTALLATION A. Stairs: Securely anchor carriages to supporting substrates. 1. Install fire blocking as required by Code. B. Railings: 1. Wall Rails: Support rails on indicated metal brackets securely fastened to wall framing. a. Space rail brackets not more than 32” o.c. ***END OF SECTION 06 4300*** THERMAL INSULATION STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-2100-THERMAL INSULATION.DOCX (PRINTED 6.13.2019) THERMAL INSULATION 07 2100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Un-faced mineral-wool blanket insulation (see Division 09 for acoustic insulation). 2. Spray polyurethane foam insulation. 3. Cellulose insulation. 4. Concrete-faced rigid insulation. 5. Sheet vapor retarder. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Submit evidence of conformance with Consumer Products Safety Commission Interim Safety Standard 16 CFR Part 1209 and with applicable ASTM material standard for the specific type of cellulose insulation. PART 2 - PRODUCTS 2.1 MINERAL-WOOL BLANKET INSULATION A. Un-faced, mineral-wool blanket insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers. B. Thickness: 3½”, 5½” or 7¼”, according to stud size. C. Flame-spread and smoke-developed indexes of zero, per ASTM E 84. D. Aged R-value of 4.2 per inch. E. Basis of Design: Provide COMFORTBATT by Rockwool Inc. (www.rockwool.com) 2.2 SPRAY POLYURETHANE FOAM INSULATION A. Closed-cell polyurethane foam insulation: ASTM C 1029, Type II. Minimum density of 2.2 lb/cu. ft. B. Flame-spread and smoke-developed indexes of no more than 25 and 300, respectively per ASTM E 84. C. Aged R-value of 7.1 per inch. D. Basis of Design: ProSeal LE by Icynene Inc. (www.icynene.com). 2.3 CELLULOSE INSULATION A. Fiber insulation applied to underside of floor and roof decking, and to exterior wall and floor cavities. B. Type: Treated cellulose fibers with integral binders. C. Thickness: as required to achieve R-values of 60 at attics. D. Flame-spread and smoke-developed indexes of no more than 25 and 50, respectively per ASTM E 84. E. Aged (settled) R-value of 3.75 per inch. F. Basis of Design: GreenFiber borate formula insulation. (www.greenfiber.com). G. Provide netting or retention membranes recommended in writing by insulation manufacturer. 2.4 CONCRETE-FACED RIGID INSULATION A. ASTM C578, closed cell extruded polystyrene foam. Minimum compressive strength: 35 PSI. Thermal resistance: B. Thickness: 3”. C. Aged R-value of 5 per inch. D. Basis of Design: WallGUARD by T-Clear/FinPan (www.tclear.com) 2.5 MISCELLANEOUS PRODUCTS A. Sheet Vapor Retarder (under concrete slabs): ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure-sensitive tape. 1. Basis of Design: Stego Wrap, 10 mil. THERMAL INSULATION STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-2100-THERMAL INSULATION.DOCX (PRINTED 6.13.2019) B. Provide fasteners, adhesives and miscellaneous accessories recommended in writing by the insulation manufacturer. PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. B. All gaps, pockets, and concealed spaces in the exterior framing shall be filled with insulation, sealed or foamed, to ensure continuous thermal and air barrier alignment. C. The thickness of blown-in or sprayed roof/ceiling insulation (fiberglass or cellulose) shall be written in inches on markers that are installed at least one for every 300 square feet throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch in height. Each marker shall face the attic access opening (IECC R303.1.1.1) D. Continuity: at the Architect's or Owner’s discretion, an infrared thermographic inspection may be required. If the test proves the installation is satisfactory, its cost will be borne by the Owner. If the test shows discontinuity, its cost and the cost of achieving continuity shall be borne by the contractor. ***END OF SECTION 07 2100*** D.E.F.S. AND TRIM STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-2401-DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM.DOCX (PRINTED 6.13.2019) DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM 07 2401 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Direct-applied exterior acrylic coating system (DEFS). 2. Water-resistive barrier, base coat with reinforcing mesh, and finish, applied over an exterior cementitious board. 3. EPS moldings, sills and similar trim. B. Colors have been pre-approved by the Ithaca Planning Board. Substitutions may require an additional review and approval. 1.3 SUBMITTALS A. Product Data: Include primary and secondary product descriptions, application instructions, performance criteria, and list of sealants approved for use with system. B. Shop Drawings: Indicate joint layout and dimensions, system penetration details, and termination details. C. Samples: For each exposed product and for each color and texture specified, prepared on Samples of size to adequately show color. 1.4 MOCKUPS A. Build mockups to demonstrate aesthetic effects, and to set quality standards for materials and execution. Size and location to be determined by Architect. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Comply with ASTM E 2568 and with the following: 1. Weathertightness: Resistant to water penetration from exterior. 2. Impact Performance: ASTM E 2568, high impact resistance. 3. Bond Integrity: Free from bond failure within EIFS components or between EIFS and substrates, resulting from exposure to fire, wind loads, weather, or other in-service conditions. 4. Mildew-resistant finish coat. 2.2 BASIS OF DESIGN A. Textured Acrylic Finishes (TAFS) DS191 by Dryvit (www.dryvit.com). 1. MD finish system by Dryvit Systems, Inc. or equal by BASF, Sto, or other manufacturers approved by Architect. B. Trim: Pre-coated shapes by Acrocore (www.dryvitshapes.com). C. Provide primers, sealers, reinforcing meshes, adhesives, flashing, base and finish coats, fasteners and accessories recommended in writing by manufacturer. 1. Finish: 100% acrylic coating with integral color and texture and formulated with hydrophobic properties. a. Color and texture to be selected by Architect. 2.3 PRODUCTS A. Moisture Barrier: (If required by system manufacturer): Fluid-applied type; system manufacturer’s standard product, equal to Dryvit Backstop NT. 1. Apply over entire substrate. B. Adhesives and tapes: Type recommended by system manufacturer. C. Base Coat: Acrylic modified Portland cement, glass fiber reinforced; type recommended by system manufacturer, equal to Dryvit Genesis DM. D. Reinforcing: Glass fiber mesh, balanced open weave, alkaline resistant, treated for improved bond with coating, tested to ASTM E2098 and classified to EIMA impact classification. D.E.F.S. AND TRIM STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-2401-DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM.DOCX (PRINTED 6.13.2019) E. Finish Coat: EIMA Class PB; polymer base, fine texture, equal to Dryvit Sandpebble DPR. 1. Color to be selected by Architect from manufacturer's full color range. 2.4 EPS TRIM A. Components: 1. Molded, (Expanded) Rigid Cellular Polystyrene Board Insulation (EPS): Comply with ASTM C 578, Type I; and with EIFS manufacturer's requirements for most stringent requirements for material performance and qualities of insulation, including dimensions and permissible variations, and the following: a. Flame-Spread and Smoke-Developed Indexes: 25 and 450 or less, respectively, according to ASTM E 84. b. Provide profiles indicated on drawings. Manufacturer’s standard profiles may be acceptable, subject to Architect’s approval. 2. Reinforcing Mesh: Balanced, alkali-resistant, open-weave, glass-fiber mesh treated for compatibility with other EIFS materials, made from continuous multi-end strands with retained mesh tensile strength of not less than 120 lbf/in. according to ASTM E 2098. 3. Cementitious coating: 2-coat system (⅛ total thickness), factory applied, with acrylics and synthetic fibers. a. Color and texture to be selected by Architect. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. 3.2 REPAIR AND CLEANING A. Touch up finish coat as required to obtain uniform texture. B. Replace damaged work which cannot be satisfactorily repaired, restored or cleaned, to satisfaction of Architect at no cost to Owner. ***END OF SECTION 07 2401*** WEATHER BARRIERS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-2500-WEATHER BARRIERS.DOCX (PRINTED 6.13.2019) WEATHER BARRIERS 07 2500 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Building wrap and flexible flashings. 1. Not required over ZIP sheathing. 1.3 SUBMITTALS A. Product Data: For each type of product, including data on air and water-vapor permeance based on testing according to referenced standards. 1. Provide weather barrier and accessory materials produced by single manufacturer. PART 2 - PRODUCTS 2.1 BUILDING WRAP A. Basis of Design: Tyvek DrainWrap (textured) by DuPont (www.construction.TYVEK.com). 1. Water-Vapor Permeance: Not less than 50 perms per ASTM E 96, (Procedure B). 2. Air Permeance: Not more than 0.004 cfm/sq. ft. when tested according to ASTM E 2178. 3. Allowable UV Exposure Time: Not less than three months.] 2.2 MISCELLANEOUS MATERIALS A. Provide flexible flashings, adhesive tapes, primers and fasteners made (or recommended in writing) by building wrap manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. 1. Seal barrier seams, edges, fasteners, and penetrations with tape. 2. Extend barrier into jambs of openings and seal corners with tape. 3. Prime substrates and install flashings as recommended by manufacturer. ***END OF SECTION 07 2500*** ASPHALT SHINGLES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-3113-ASPHALT SHINGLES.DOCX (PRINTED 6.13.2019) ASPHALT SHINGLES 07 3113 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Granule surfaced, algae-resistant, asphalt shingle roofing. Slope 6:12. 2. Moisture shedding underlayment, eaves, valley and ridge protection. 3. Associated metal flashing. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Indicate specially configured metal flashing, jointing methods and locations, fastening methods and locations and installation details as required by project conditions indicated. C. Certificate of Compliance: Provide Certificate of Compliance from an independent laboratory indicating that the asphalt fiberglass shingles made in normal production meet or exceed the requirements of the following: 1. ASTM E 108/UL 790 Standard Test Methods for Fire Test of Roof Coverings (Class A Fire Resistance). 2. ASTM D 3161/D 7158/UL 997 Standard Test Method for Wind Resistance of Asphalt Shingles. 1.4 WARRANTY A. Furnish shingle manufacturer’s lifetime limited warranty for the product listed below. B. In addition, provide manufacturer’s supplemental warranty to cover labor and materials in the event of a material defect for 20 years after the date of Substantial Completion. Warranty shall cover tearoff, replacement, repair and disposal. PART 2 - PRODUCTS 2.1 ASPHALT SHINGLES A. Basis of Design: CertainTeed “Landmark AR”, conforming to ASTM D 3018 Type I – Self-Sealing, UL Certification of ASTM D 3462, ASTM D 3161/UL997 110-mph Wind Resistance and UL Class A Fire Resistance, glass fiber mat base, ceramically colored/UV resistant mineral surface granules across entire face of shingle; algae- resistance; two piece laminate shingle. 1. Color: To be selected by Architect, from manufacturer’s full range of options. 2.2 SHEET MATERIALS A. Basis of Design: CertainTeed “WinterGuard”; ASTM D1970 sheet barrier of self-adhering rubberized asphalt membrane shingle underlayment having internal reinforcement and “split” back plastic release film; provide material warranty equal in duration to that of shingles being applied. B. Equal products approved in writing by the shingle manufacturer. 2.3 MISCELLANEOUS COMPONENTS A. Sheet Flashing: Sheet Flashing: ASTM B 209; 0.025-inch thick aluminum, black Kynar (or equal). B. Fasteners and adhesives recommended in writing by shingle manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. 1. Verify that roof penetrations and plumbing stacks are in place and flashed to deck surfaces. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. ***END OF SECTION 07 3113*** FIBER-CEMENT SIDING & TRIM STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-4602-FIBER-CEMENT SIDING AND TRIM.DOCX (PRINTED 6.13.2019) FIBER-CEMENT SIDING AND TRIM 07 4602 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Fiber-cement panel siding, soffits, trim, and miscellaneous components. 1. Trim made of wood composites (such as LP SmartSide) is also acceptable. B. Colors have been pre-approved by the City of Ithaca Planning Board. Substitutions may require an additional review and approval. 1.3 SUBMITTALS AND MOCKUPS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. 1. Submit data on fasteners and fastening patterns recommended by manufacturer. B. Shop Drawings: Show fastening patterns and relationship to adjacent construction – rainscreen, furring, flashing, corners, etc. C. Samples: If requested by Architect. D. Build mockups, for approval by Architect, to demonstrate aesthetic effects and set quality standards for fabrication and installation. Size and location to de determined by Architect. 1. Do not proceed with remaining work until workmanship, color, and sheen are approved in writing by Architect. PART 2 - PRODUCTS 2.1 FIBER-CEMENT SIDING A. General: ASTM C 1186, Type A, Grade II, fiber-cement board, non-combustible when tested according to ASTM E 136; with a flame-spread index of 25 or less and smoke developed index of 5 or less, when tested according to ASTM E 84. B. Basis of Design: Products by James Hardie (www.jameshardie.com). 1. HardiePanel siding. a. 48” wide panels, smooth texture. 1) Provide wood battens as shown on drawings. 2. HardieSoffit panels. a. Perforated soffit panels, 16” or 24” wide, smooth texture. Cut as required. 3. HardieTrim boards. a. Casings, moldings and trim. 1) Smooth boards, 1” thick by width shown on drawings. b. Provide trim and accessories shown on drawings or required, color to match siding. 1) Provide sealers, adhesives, flashing, fasteners and accessories recommended in writing by manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. 1. Use fasteners of types and in patterns recommended in writing by manufacturer. 2. Coordinate with rainscreen and flashing details and specifications. FIBER-CEMENT SIDING & TRIM STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-4602-FIBER-CEMENT SIDING AND TRIM.DOCX (PRINTED 6.13.2019) D. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials complying with specified requirements. Clean finished surfaces according to manufacturer's written instructions and protect from damage during remainder of construction activities. ***END OF SECTION 07 4602*** SHEET METAL FLASHING & TRIM STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-6200-SHEET METAL FLASHING AND TRIM.DOCX (PRINTED 6.13.2019) SHEET METAL FLASHING AND TRIM 07 6200 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Formed sheet metal fabrications, including flashing and counterflashing systems. 1.3 SUBMITTALS A. Shop Drawings: Show locations, types and thicknesses of metal, profiles, dimensions, fastening methods, provisions for expansion and contraction, and joint details. PART 2 - PRODUCTS 2.1 GENERAL A. Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. 2.2 MATERIALS A. Aluminum Sheet: ASTM B 209, alloy as standard with manufacturer for finish required, with temper as required to suit forming operations and performance required; with smooth surface. 1. Finish: Natural finish. B. Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal. C. Fabricate components in accordance with SMACNA Manual. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions, and SMACNA Manual. 3.2 INSTALLATION A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard. 1. Coat concealed side of uncoated-aluminum and stainless-steel sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal, or cementitious construction. 2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet. 3. Seal joints as required for watertight construction. ***END OF SECTION 07 6200*** ROOF SPECIALTIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-7100-ROOF SPECIALTIES.DOCX (PRINTED 6.13.2019) ROOF SPECIALTIES 07 7100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Gutters and downspouts. PART 2 - PRODUCTS 2.1 GUTTERS A. Hanging Gutters: Fabricate to cross section shown on drawings, complete with end pieces, outlet tubes, and other accessories as required. Fabricate in minimum 96-inch- long sections. Furnish flat-stock gutter brackets and gutter spacers and straps fabricated from same metal as gutters, of size recommended by cited sheet metal standard but with thickness not less than twice the gutter thickness. Fabricate expansion joints, expansion-joint covers, and gutter accessories from same metal as gutters. 1. Aluminum: 0.032 inch thick. 2. Size: as shown on drawings. B. Downspouts: Rectangular, 3x4 inches downspouts with adapter for 4” diameter boots, complete with mitered elbows. Furnish with metal hangers from same material as downspouts and anchors. 1. Aluminum: 0.032 inch thick. C. Finish: AAMA 2605 fluoropolymer coating containing minimum 70 percent PVDF resins, three coat system, color to be selected by Architect from manufacturer's full range of standard options. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. 3.2 INSTALLATION A. General: Anchor gutters and downspouts and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete system. B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer or cited sheet metal standard. 1. Coat concealed side of uncoated-aluminum and stainless-steel sheet metal with bituminous coating where it contacts wood, ferrous metal, or cementitious construction. 2. Seal joints as required for watertight construction. ***END OF SECTION 07 7100*** PENETRATION FIRESTOPPING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-8413-PENETRATION FIRESTOPPING.DOCX (PRINTED 6.13.2019) PENETRATION FIRESTOPPING 07 8413 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Penetrations in fire-resistance-rated walls. 2. Penetrations in horizontal assemblies. 3. Penetrations in smoke barriers. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 PENETRATION FIRESTOPPING A. Provide penetration firestopping that is produced and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fire-resistance rating of construction penetrated. Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any. B. Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg. C. Basis of Design: Provide products manufactured by Hilti USA (www.us.hilti.com), or equals acceptable to the Authority Having Jurisdiction. 1. All products shall be from the same manufacturer, including sealants, foams, putties, metal collars, mortars, and intumescent products. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. 1. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate penetration firestopping. 2. Use masking tape to prevent penetration firestopping from contacting adjoining surfaces that will remain exposed on completion of the Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove stains. Remove tape as soon as possible without disturbing firestopping's seal with substrates. 3. Do not install penetration firestopping when ambient or substrate temperatures are outside limits permitted by penetration firestopping manufacturers or when substrates are wet because of rain, frost, condensation, or other causes. ***END OF SECTION 07 8413*** JOINT SEALANTS STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-9200-JOINT SEALANTS.DOCX (PRINTED 6.13.2019) JOINT SEALANTS 07 9200 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: One-component, silicone and latex joint sealants. 1.3 SUBMITTALS A. Product Data: For each joint-sealant product indicated. PART 2 - PRODUCTS 2.1 GENERAL A. Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience. B. Colors of exposed joint sealants: As selected by Architect from manufacturer's full range of options. 2.2 SILICONE JOINT SEALANTS A. Type 1: Single-Component, Non-sag, Non-staining, Neutral-Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 50, for Use NT. 1. Application: Exterior joints in vertical surfaces, and horizontal non-traffic surfaces, such as exterior precast, masonry, stone, glass block, EIFS, metal panels, outdoor perimeter of door, window and louver frames. 2. Basis of Design: Pecora Corporation; 864-NST or 895-NST. B. Type 2: Mildew-Resistant, Single-Component, Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. 1. Application: Mildew-resistant interior joints in vertical surfaces and horizontal non-traffic surfaces, such as around toilet fixtures, areas exposed to food or chemicals, thresholds, floor and wall joints in moist environments. 2. Basis of Design: Pecora Corporation; 898. C. Type 3: Single-Component, Pourable, Traffic-Grade, Neutral-Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade P, Class 100/50, for Use T. 1. Application: Exterior joints in horizontal traffic surfaces, such as exterior pavers, tile, steps, sidewalks, typical traffic-bearing concrete, metal and asphalt. 2. Basis of Design: Pecora Corporation; 310 SL. 2.3 LATEX JOINT SEALANTS: A. Type 5: Latex joint sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. 1. Application: Interior joints in vertical surfaces, and horizontal non-traffic surfaces, such as interior face of exterior walls, indoor perimeter of door and window frames, casework, gypsum wall board. 2. Basis of Design: Pecora Corporation; AC-20+Silicone. B. Type 6: Acoustical, fire rated joint sealant: Manufacturer's standard non-sag, paintable, non-staining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 1. Application: Interior wall joints, base and top plates, thresholds, MEP penetrations. 2. Basis of Design: Pecora Corporation; AC-20 FTR (fire resistant). JOINT SEALANTS STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-9200-JOINT SEALANTS.DOCX (PRINTED 6.13.2019) 2.4 BACKUP MATERIALS AND ACCESSORIES A. Primers, bond breakers and solvents recommended in writing by sealant manufacturer. B. ASTM C1330, closed cell polyethylene foam, preformed round joint filler, non-absorbing, non-staining, resilient, compatible with sealer and primer, recommended by sealer manufacturer for each sealer type. 1. Size: Minimum 1.25 times joint width. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. D. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are below 40 F. 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. ***END OF SECTION 07 9200*** HOLLOW METAL DOORS AND FRAMES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-1100-HOLLOW METAL DOORS AND FRAMES.DOCX (PRINTED 6.13.2019) HOLLOW METAL DOORS AND FRAMES 08 1100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Fire-rated doors. 2. Welded hollow metal frames. B. Assemblies complying with NFPA 80 "Standard for Fire Doors and Windows", that are listed and labeled by nationally recognized independent testing and inspection agency acceptable to authorities having jurisdiction, for fire protection ratings indicated, based on testing according to NFPA 252 1.3 SUBMITTALS A. Product Data: For each type of product, indicating fire rating and construction details. B. Door Schedule – See Section 08 7100. PART 2 - PRODUCTS 2.1 GENERAL A. Obtain hollow-metal work from single source from single manufacturer. B. Provide “Level 2” doors and frames, according to SDI A250.8. 1. Thickness: 1¾ inches 2. Face: cold-rolled steel sheet, minimum thickness of 0.042 inch, primed for painting. 3. Core: As required to achieve fire rating indicated (or 90 minutes, if not indicated). 4. Frames: Steel sheet, minimum thickness of 0.053 inch, welded, primed for painting. 2.2 BASIS OF DESIGN A. Provide “Regent” doors by Ceco Door Products (www.cecodoor.com). PART 3 - EXECUTION 3.1 GENERAL A. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. 1. Reinforce doors and frames to receive non-templated, mortised, and surface-mounted door hardware. 2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware. B. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Strictly follow manufacturer's written instructions. B. Fire-Rated Doors: Install doors with clearances according to NFPA 80. ***END OF SECTION 08 1100*** PRE-HUNG MOLDED COMPOSITE DOORS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-1600-PRE-HUNG MOLDED COMPOSITE DOORS.DOCX (PRINTED 6.13.2019) PRE-HUNG MOLDED COMPOSITE DOORS 08 1600 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Hollow-core, molded doors, for interior use. 1.3 SUBMITTALS A. Product Data: For each type of product, indicating fire rating and construction details. B. Door Schedule – See Section 08 7100. PART 2 - PRODUCTS 2.1 GENERAL A. Thickness: 1⅜ inches. B. Width and height as shown on door schedule. C. Core: manufacturer’s standard. D. Texture: Smooth E. Finish: All exposed surfaces prefinished or primed and painted (contractor’s option) F. Color: White G. Frame: all wood, flat jambs of width required by various wall thicknesses. H. Hardware: Three hinges preinstalled by manufacturer. Locksets per Section 08 7100. 2.2 BASIS OF DESIGN A. Doors are based on Masonite’s “Logan,” two-panel craftsman mission style, hollow core doors. PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. ***END OF SECTION 08 1600*** FRP/ALUMINUM DOORS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-1700-FRP+ALUMINUM DOORS.DOCX (PRINTED 6.13.2019) FRP/ALUMINUM DOORS 08 1700 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: FRP/Aluminum hybrid doors, to be installed in hollow metal frames. 1. 45-minute fire rated. 1.3 SUBMITTALS A. Product Data: Submit manufacturer’s product data sheets, catalog pages illustrating the products, description of materials, components, fabrication, finishes, installation instructions, and applicable test reports. B. Submit manufacturer’s shop drawings, including elevations, sections, and details indicating dimensions, tolerances, materials, fabrication, doors, panels, framing, hardware schedule, and finish. C. Operation and Maintenance Data. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: Continuously engaged in manufacturing of doors of similar type to that specified, with a minimum of 25 years concurrent successful experience. B. Door and frame components must be fabricated by same manufacturer. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Provide SL-20 Sandstone texture FRP/Aluminum hybrid doors by Special-Lite, Inc. (www.special-lite.com). 1. Each leaf 3’-0” wide by 7’-0” high. 1¾” thick. 2. Core: Poured-in-place polyurethane foam. 3. Face sheet: 0.120” thick, Sandstone texture, FRP sheet, through color to be selected by Architect. a. Interior face shall be Class A. Color may be different from front face. 4. 1” insulated glass. 5. 6½” top rail, or wider, as required so that closer is not visible from outside. 6. Clear anodized aluminum where exposed. B. All exposed fasteners shall have a finish to match material being fastened, and be compatible with such material. C. Pre-machine and reinforce doors in accordance with templates from specified hardware manufacturers and hardware schedule. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive doors. 1. Notify architect of conditions that would adversely affect installation or subsequent use. 2. Do no proceed with installation until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Install doors in accordance with manufacturer’s instructions. B. Separate aluminum from other metal surfaces with bituminous coatings. C. Adjust doors, hinges, and locksets for smooth operation without binding. D. Protect from damage during remainder of construction activities. ***END OF SECTION 08 1700*** ACCESS DOORS & FRAMES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-3100-ACCESS DOORS AND FRAMES.DOCX (PRINTED 6.13.2019) ACCESS DOORS AND FRAMES 08 3100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Access doors and frames for walls and ceilings. 1. Flush, with concealed flange. 2. Fire rated, with concealed flange, when installed on a fire-rated wall or ceiling. B. Fire-Rated Access Doors and Frames: Units complying with NFPA 80 that are identical to access door and frame assemblies tested for fire-test-response characteristics according to NFPA 252 and NFPA 288, and that are listed and labeled by UL or another testing and inspecting agency acceptable to authorities having jurisdiction C. Sizes recommended by MEP subcontractors. 1. Provide a 24-inch by 48-inch (minimum clear) access door to attic. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Provide products by Milcor, Inc. (www.milcorinc.com) or equal approved by Architect: 1. Architectural grade flush door, Model M. a. 16 ga. one-piece frame, with gypsum board bead. b. 20 ga. door panel. c. Concealed hinges. d. Primed for painting in the field. 2. Fire-rated flush door, Model UFR-DW. 1- and 2-hour rated may be needed. a. 16 ga. one-piece frame, with gypsum board bead. b. 20 ga. door panel. c. Concealed hinges, self-closing and self-latching. d. Primed for painting in the field. B. Attic access door(s) must be lockable, fire rated, weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces (IECC R402.2.4). PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 08 3100*** FIRE RATED SHUTTERS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-3313-FIRE RATED SHUTTERS.DOCX (PRINTED 6.13.2019) FIRE RATED SHUTTERS 08 3313 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Coiling fire doors to be installed over exterior windows, with fusible links. 1. Provide assemblies complying with NFPA 80 and listed in UL Directory or Intertek Testing Services (Warnock Hersey Listed) Directory. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include elevations, sections, details, and attachments to other work. C. Manufacturer's Certificates: Certify products meet or exceed specified requirements. PART 1 - PRODUCTS 1.1 BASIS OF DESIGN A. Cornell ERC10 FireGard fire shutter (www.cornellcookson.com). B. Galvanized steel, 22 ga. C. Minimum ¾-hour fire rating. D. Finish: “Galvanex” baked-on enamel. Color to be selected by Architect. E. Manual operation. F. To be mounted over window frames, on exterior of building. Provide all necessary shims, rails and accessories. 1. Provide 6” x 3½" steel angle sill, painted to match guide assemblies. G. Hardware: Manufacturer’s standard. H. Activate by melting of a fusible link, installed indoors. I. Approximately 7’-0” wide by 5’-0” high (refer to drawings and coordinate with window shop drawings). PART 2 - EXECUTION 2.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Strictly follow manufacturer's written instructions. C. Test for proper operation and adjust as necessary to provide proper operation without binding or distortion. D. Remove labels and visible markings. E. Clean curtain and components using non-abrasive materials and methods recommended by manufacturer. F. Instruct Owner’s personnel in proper operating procedures and maintenance schedule. ***END OF SECTION 08 3313*** COMPOSITE WINDOWS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-5400-WINDOWS.DOCX (PRINTED 6.13.2019) WINDOWS 08 5400 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Composite-framed windows of the following types: 1. Single-hung. 2. Fixed. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include elevations, sections, details, and attachments to other work. C. Samples for color selection. D. Warranties for glass, non-glass parts and color fading. PART 1 - PRODUCTS 1.1 PERFORMANCE REQUIREMENTS A. Equal to those of the Basis of Design products, including: 1. Air infiltration, water resistance, sound transmission, thermal transmission, flame spread, smoke developed, etc., tested according to NAFS. 1.2 BASIS OF DESIGN A. South Elevation (only): 1. 100-Series windows by Andersen Windows and Doors (www.andersen.com). B. All other elevations: 1. 400-Series windows by Andersen Windows and Doors (www.andersen.com). 2. Provide trim (sill, both jambs and head with crown molding) made and pre-installed by window manufacturer. C. Exterior color: White. D. Glazing: see Section 08 8000. E. Insect screens: Aluminum frame, color to match window, fiberglass mesh. F. Hardware: Manufacturer’s standard. 1. Window Opening Control Device: Provide factory-installed devices to restrict operable sash to less than 4 inches maximum clear opening and resettable, in compliance with ASTM F 2090 (so that window also complies with emergency escape and rescue requirements). PART 2 - EXECUTION 2.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Strictly follow manufacturer's written instructions. C. Ensure that tops of windows align with tops of adjacent doors, as shown on drawings. ***END OF SECTION 08 5400*** DOOR HARDWARE STREAM Collaborative Page 1 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-7100-DOOR HARDWARE.DOCX (PRINTED 6.13.2019) DOOR HARDWARE 08 7100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes door hardware for various types of doors. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Submit a detailed door hardware schedule, including type, manufacturer’s name and number, function, size, fastenings, quantity and finish of each item required. Submit hardware schedule in vertical format, including operational descriptions for openings with electrified hardware and access control devices. Organize schedule into Hardware Sets using the same set numbers as listed in this specification. C. Submit keying schedule as outlined in the DHI publication “Keying Systems and Nomenclature” after keying conference with the owner to determine the final keying requirements. D. Electrical Hardware: Submit product information, wiring diagrams including riser and point-to-point diagrams, and electrical data to Electrical Contractor/Subcontractor in a timely manner to ensure no delays. E. Extra Materials: Upon completion of the job, provide the owner’s representative with two sets of any special tools supplied by the manufacturers for proper installation and adjustment of all hardware. PART 1 - PRODUCTS 1.1 GENERAL A. Provide items listed in PART 4 below. B. Source Limitations: Obtain each type and variety of door hardware specified in this section from a single source unless otherwise indicated. C. Provide all related accessories as required for a complete and proper hardware installation. PART 2 - EXECUTION 2.1 COORDINATION A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements. B. Door Hardware and Electrical Connections: Coordinate the layout and installation of scheduled electrified door hardware and related access control equipment with required connections to source power junction boxes, low voltage power supplies, detection and monitoring hardware, and fire and detection alarm systems. C. Door and Frame Preparation: Doors and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional in-field modifications. 2.2 INSTALLATION A. Strictly follow manufacturer's written instructions. PART 3 - HARDWARE SCHEDULE A. Abbreviations: MK - McKinney RO - Rockwood YA - Yale YR - Yale Residential HS - HES RF - Rixson NO - Norton SU - Securitron DOOR HARDWARE STREAM Collaborative Page 2 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-7100-DOOR HARDWARE.DOCX (PRINTED 6.13.2019) B. Hardware Sets: Set: 1 Main Entrance Door (100) 1 Continuous Hinge MCK-12HD CL MK 1 Rim Exit Device 2100 632F 1109 x 6-Pin GA CMK 630 YA 1 Electric Strike 9600 630 HS 1 Surface Closer UNI8501 689 NO 1 Card Reader by security system supplier 1 Wiring Diagram WD-SYSPK 1 Door Position Switch by security system supplier 1 Motion Sensor by security system supplier 1 Power Supply AQD6 SU Notes: Door closed and locked at all times. Presenting valid credential outside shunts door position switches and allows for authorized entrance. Inside activating request to exit switch shunts door contact and allowing authorized egress at all times. With loss of power door remains locked. Set: 2 First floor unit entrances (A100, B100, C100, D100) 3 Hinge MPB79 US26D MK 1 Fire Rated Rim Exit 2100F AU628F 630 YA 1 Surface Closer 3501 689 YA 1 Kick Plate K1050 8" High 4BE US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing PK33BL PE 2 Viewer (*) 620 CRM RO (*) At first floor units, provide two viewers, one installed at 43” AFF, for ADA compliance. Set: 3 Second and third floor unit entrances 1 Spring Hinge Set MPS679 US26D MK 1 Deadbolt D211 A600-7 GMK 626 YA 1 Passage Latch AU 4601LN MCP238R 71S 626 YA 1 Wall Stop 409 or 528 as required US32D RO 1 Gasketing PK33BL PE 1 Viewer 627 CRM RO Set: 4 Bedroom doors 3 Hinge Included with door and frame unit 1 Cylindrical Lock AU 4607LN GA CMK 626 YA 1 Door Stop 400 / 441CU US26D RO Note: Balance of hardware by pre-hung door supplier Set: 5 Bathroom doors 1 Cylindrical Lock AU 4602LN 626 YA 1 Door Stop 400 / 441CU US26D RO Note: Balance of hardware by pre-hung door supplier Set: 6 Closets, single door 3 Hinge Included with door and frame unit 1 Passage Latch UCR3 RL201 626 YA 1 Hinge Pin Stop 528 NP RO 3 Silencer 609 RO Note: Balance of hardware by pre-hung door supplier DOOR HARDWARE STREAM Collaborative Page 3 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-7100-DOOR HARDWARE.DOCX (PRINTED 6.13.2019) Set: 7 Closets, pair of doors 6 Hinge Included with door and frame unit 2 Magnetic Catch 901 ALM RO 2 Dummy Trim UCR3 RL255S 626 YA 2 Hinge Pin Stop 528 NP RO 2 Silencer 609 RO Note: Balance of hardware by pre-hung door supplier Set: 8 Mechanical room 102 1 Continuous Hinge CFM83HD1 PE 1 Fire Rated Exit Device (panic) 2100F AU626F A600 A GMK 630 YA 1 Surface Closer UNI3501 689 YA 1 Threshold 271A PE 1 Gasketing 303APK PE 1 Sweep 3452CNB PE ***END OF SECTION 08 7100*** GLAZING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-8000-GLAZING.DOCX (PRINTED 6.13.2019) GLAZING 08 8000 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes glazing for windows and doors. 1.3 SUBMITTALS A. Product Data: For each type of glass. B. Samples if specifically requested by Architect. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Comply will all requirements of the Building Code of New York State, specifically Chapters 7, 16 and 24. 1. Provide tempered safety glass as required by IBC, and as shown on drawings and schedules. B. General: Installed glazing systems shall withstand normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, or installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on glass framing members and glazing components. 2.2 GLAZING TYPES A. For windows, north and east exposure: 1. Basis of Design: Andersen Windows Low-E. B. For windows, south and west exposure: 1. Basis of Design: Andersen Windows “SmartSun”. C. For exterior doors: 1. Insulating safety glass recommended and installed by door manufacturer. D. Provide patterned (privacy) glass at bathroom windows. Pattern to be selected by Architect. PART 1 - EXECUTION 1.1 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 08 8000*** GYPSUM BOARD STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-2900-GYPSUM BOARD.DOCX (PRINTED 6.13.2019) GYPSUM BOARD 09 2900 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Interior gypsum board. 2. Cementitious backer board. 1.3 SUBMITTALS A. Product Data: For each type of product and component indicated. PART 2 - PRODUCTS 2.1 GENERAL A. Provide gypsum board manufactured in the United States or Canada by members of the Gypsum Association group of companies. Products from other countries are not acceptable. B. Basis of Design: products by USG Corporation. 2.2 PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. B. Provide products that comply with the following limits for surface burning characteristics when tested per ASTM E84: Flame spread: 0, and smoke developed: 0. C. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. 2.3 TYPES A. Unless noted otherwise, provide 5/8” thick, Type X, ASTM C 1396, with tapered long edges. B. Cementitious Backer Units: ASTM C 1325, with manufacturer's standard edges. Minimum ½” thick. 2.4 ACCESSORIES A. Galvanized or aluminum-coated steel sheet or rolled zinc interior trim, beads, etc. (not plastic). B. Joint tapes and compounds, adhesives and fasteners recommended by gypsum board manufacturer. C. Resilient channels: equal to WhisperClip by Soundproofing Company, Inc. (www.soundproofingcompany.com). PART 3 - EXECUTION 3.1 INSTALLATION A. Examine areas and substrates including framing, with Installer present, for compliance with requirements and other conditions affecting performance. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Strictly follow manufacturer’s installation instructions. 3.2 FINISH LEVELS A. The following finishing level definitions are based on the Gypsum Association’s GA-214 standard: 1. Level 1: Plenums, above ceilings, and other concealed areas. 2. Level 2: Panels that are substrate for ceramic or acoustical tile; exposed areas where appearance is not critical (in the sole opinion of the Architect), .such as storage or mechanical/electrical rooms. 3. Level 3: Areas to receive heavy- or medium-textured coatings; heavy-grade wall coverings, and where indicated. 4. Level 4: Areas to receive flat sheen paint finish; light textured coatings; lightweight wall coverings. Level 4 is typical for all surfaces exposed to view, unless noted otherwise. ***END OF SECTION 09 2900*** RESILIENT BASE & ACCESSORIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-6513-RESILIENT BASE AND ACCESSORIES.DOCX (PRINTED 6.13.2019) RESILIENT BASE AND ACCESSORIES 09 6513 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes resilient stair accessories and wall base. 1. See Division 06 for wood wall baseboard. 1.3 SUBMITTALS A. Product Data: For each type of product PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Provide thermoset rubber products (#95 hammered texture, PVC-free) by Roppe Corporation (www.roppe.com). 1. Embossed stair treads with integral (smooth) risers, complying with ASTM F 2169, with embedded abrasive strips, square nosing, ¼” thick (tapered to back edge). Color to be selected by Architect. a. Provide stair landing tiles to match treads. 2. 4” high coved wall base. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, with installer present, for compliance with requirements and other conditions affecting installation and adhesion. Proceed with installation only after unsatisfactory conditions have been corrected. Installation of resilient products indicates acceptance of surfaces and conditions. B. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. C. Strictly follow manufacturer's written instructions for installation, cleaning and protecting resilient products. ***END OF SECTION 09 6513*** RESILIENT TILE FLOORING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-6519-RESILIENT TILE FLOORING.DOCX (PRINTED 6.13.2019) RESILIENT TILE FLOORING 09 6519 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes resilient flooring and accessories. PART 2 - PRODUCTS 2.1 GENERAL A. Owner to select flooring (paid for by Allowance) B. Contractor to install flooring and provide adhesives and all other necessary materials. 1. See Division 06 for wood wall baseboard. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, with installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. 1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of flooring. 2. If installing over concrete slabs, verify moisture content is acceptable to flooring manufacturer. If necessary, provide hydraulic cement underlayment and moisture control system specified in Division 03. 3. Proceed with installation only after unsatisfactory conditions have been corrected. B. Strictly follow manufacturer's written instructions for installing, cleaning, polishing, and protecting flooring. ***END OF SECTION 09 6519*** TILE CARPETING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-6813-TILE CARPETING.DOCX (PRINTED 6.13.2019) TILE CARPETING 09 6813 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes tile carpeting and accessories. PART 2 - PRODUCTS 2.1 GENERAL A. Owner to select carpeting (paid for by Allowance) B. Contractor to install carpeting and provide adhesives and all other necessary materials. 1. See Division 06 for wood wall baseboard. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, with installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. 1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of flooring. 2. If installing over concrete slabs, verify moisture content is acceptable to carpet manufacturer. If necessary, provide hydraulic cement underlayment and moisture control system specified in Division 03. 3. Proceed with installation only after unsatisfactory conditions have been corrected. B. Strictly follow manufacturer's written instructions for installing, cleaning, and protecting flooring. ***END OF SECTION 09 6813*** PAINTING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-9100-PAINTING (S-W).DOCX (PRINTED 6.13.2019) PAINTING 09 9100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Surface preparation and the application of paint systems on the following interior and exterior substrates: a. Wood and composites. b. Gypsum board. 1.3 SUBMITTALS 1. Product Data: For each type of product indicated. 2. Color samples if requested by Architect. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Specification is based on products of the Sherwin-Williams Company. B. Other products may be approved by Architect, but provide all paints from one single manufacturer. 2.2 MATERIALS A. Provide materials for use within each paint system compatible with one another and substrates indicated, under conditions of service and application demonstrated by manufacturer, based on testing and field experience. Provide low-VOC products as far as possible. B. For each type of paint and substrate, assume at least two different colors. Refer to PART 4 schedule below. PART 3 - EXECUTION 3.1 METHODS A. Selection of brush, roller, electrostatic, and/or air less spray application of painting materials is left to Contractor, in coordination with paint manufacturer’s recommendations for products used on this project. 3.2 APPLICATION A. Examine substrates and conditions, with applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. B. Clean substrates of substances that impair bond of paints, including; dirt, oil, grease, and incompatible paints, primers and encapsulants. Remove rust, efflorescence, compounds, etc., as recommended by manufacturer. C. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. D. Strictly follow manufacturer’s written instructions for delivery, storage, handling and application. E. Protect work of other trades. Every day, clean spattered surfaces. Remove rubbish, rags, etc. and dispose of legally. PART 4 - SCHEDULE First coat Second and Third coats Sheen Examples 1 - Interior gypsum board ProMar 200 Zero VOC Latex Primer, B28W2600 ProMar 200 Zero VOC Latex, B31-2600 Flat Typical, U.N.O. 2 - Interior gypsum board (“wet” areas) ProMar 200 Zero VOC Latex Primer, B28W2600 ProMar 200 Zero VOC Latex, B31-2600 Eggshell At kitchens, bathrooms, janitor closets 3 - Interior wood/composites PrepRite ProBlock Primer Sealer, B51-620 ProMar 200 Zero VOC Latex, B31-2600 Semigloss Doors and frames 6 - Siding and trim Exterior Latex Primer, B42 A-100 Exterior Latex Flat, A6 Flat Wood and composite trim ***END OF SECTION 09 9100*** SIGNAGE STREAM Collaborative Page 1 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-1400-SIGNAGE.DOCX (PRINTED 6.13.2019) SIGNAGE 10 1400 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes various types of signage, such as: 1. Building address identification sign, complying with IBC §501.2. 2. Stairway identification signs, complying with IBC §1023.9 and ICC/ANSI A117.1. 3. Accessibility signage, complying with IBC §1111.1, and directional signage complying with IBC §1009.10 and §1111.2. 4. Tactile exit signs, complying with IBC §1013.4. 5. Truss plaques, per Title 19 NYCRR: §1264.4 & 1265.5. 6. Identification of fire protection equipment, per IFC §509.1. 7. Signs at manual fire alarm pull boxes, per IFC §907.4.2.4 8. Signs for fire department connections, per IFC §912.5. 9. Elevator emergency signs, per IFC §607.3. 10. Apartment identification numbers, per IBC Appendix E §E107.2. 11. Labeling of mechanical, electrical and plumbing components. 12. Concealed space signage, complying with IBC §703.7. 13. Shaftway markings, complying with IBC §914.1.2. B. Comply with local authorities’ requirements, as well as those of the ADA Accessibility Guidelines. 1. Use the New York State (“active”) version of the International Symbol of Accessibility. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Submit a drawing for each sign type, and one for each individual stairway identification sign. 1. Show installation details and mounting heights. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Specifications are based on products of Gemini Inc. (www.geminisignproducts.com) and Just Braille Signs (www.justbraillesigns.com). 1. In the Ithaca, NY area, Gemini products are available from Signarama (273-1502). 2.2 MATERIALS A. Dimensional letters: cast aluminum. B. Exterior plaques: Aluminum: ⅛” thick, painted and coated with oven-baked clear polyurethane. C. Interior plaques: Solid acrylic, ⅛” thick. D. All color(s) selected by Architect. Assume up to 4 different colors. 2.3 SIGN TYPES A. (Type A) Exterior signs (aluminum): 1. (A1) Building identification sign: a. Flat-face cast aluminum, 1 ¼” deep, 12” high. b. Text: “327”, manufacturer’s standard Sans Serif font, selected by Architect. c. Clear anodized aluminum finish. d. Flush mounted, with threaded studs on back, pressed into pre-drilled wall holes and secured with adhesive. B. (Type B) Stair identification signs: 1. (B3) 12” by 18”, as shown below. A different one in each stair and level. Color(s) selected by Architect. a. Font, raised characters and Braille as required by ADA and the IBC. Comply with IBC §1023.9. b. Submit schedule showing exact text for each line, for each sign. SIGNAGE STREAM Collaborative Page 2 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-1400-SIGNAGE.DOCX (PRINTED 6.13.2019) C. (Type G) Concealed space signage (under stairs): 3-inch high stenciled (painted) text reading "FIRE AND/OR SMOKE BARRIER‒PROTECT ALL OPENINGS." Comply with IBC §703.7. D. (Type J) Truss plaques: Signs identifying the existence of truss construction shall contain the roman alphanumeric designation of the construction type of the building. Comply with Title 19 NYCRR: §1264.4 and §1265.5. 1. 0.040″ engineering grade reflective aluminum, attached to the door, or attached to a sidelight or the face of the building, not more than 12 inches horizontally from the latch side of the door jamb, and not less than 42 inches nor more than 60 inches above the adjoining walking surface. E. (Type K) Identification of rooms containing fire protection equipment. Comply with IFC §509.1. F. (Type P) At apartments/units, provide 4” x 4”plaques, as shown below. One at each main entrance door. Color(s) selected by Architect. Coordinate numbering with Owner and Architect. PART 3 - EXECUTION 3.1 INSTALLATION A. Interior plaques: Install at heights required by ADA and the IBC. 1. Use manufacturer’s standard high-bond, foam core two-face tape. B. Exterior signs: Install at height shown on drawings or as directed by Architect. 1. Use vandal-proof, concealed fasteners, stainless steel, plus adhesives, or as recommended in writing by sign manufacturer for outdoor exposure. C. Strictly follow manufacturers’ written installation instructions. Protect signs from damage during construction, and clean them just prior to Substantial Completion. SIGNAGE STREAM Collaborative Page 3 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-1400-SIGNAGE.DOCX (PRINTED 6.13.2019) PART 4 - IMAGES Images are diagrammatic. All signs are 6” by 9” minimum, U.N.O. Color(s) to be selected by Architect. Arrow direction varies. TYPE A: EXTERIOR SIGNS (ALUMINUM) 327 A1 TYPE B: STAIRWAY IDENTIFICATION B3 TYPE G: CONCEALED SPACE SIGNAGE FIRE AND/OR SMOKE BARRIER PROTECT ALL OPENINGS TYPE J: TRUSS PLAQUES 1st line: V 2nd line: FR TYPE K: Text: MECHANICAL ROOM K1 TYPE P: ROOM/APT IDs P1 ***END OF SECTION 10 1400*** RESIDENTIAL BATHROOM ACCESSORIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-2800-RESIDENTIAL BATHROOM ACCESSORIES.DOCX (PRINTED 6.13.2019) RESIDENTIAL BATHROOM ACCESSORIES 10 2800 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Surface-mounted mirrors. 2. Underlavatory guards. 3. Blocking for future grab bars. B. Residential bathroom accessories. 1.3 SUBMITTALS A. Product Data: For each type of product. PART 2 - PRODUCTS 2.1 UNDERLAVATORY GUARDS A. Insulating pipe covering for supply and drain piping assemblies that prevent direct contact with and burns from piping; allow service access without removing coverings. 1. ADA-compliant, anti-microbial, molded plastic, white. 2. Similar to Handy-Shield MAXX by Plumberex Specialty Products (www.plumberex.com). 3. Install at “Type A” (first floor) bathrooms. 2.2 RESIDENTIAL BATHROOM ACCESSORIES A. Owner to select the following accessories (paid for by Allowance). B. Contractor to install and provide fasteners, adhesives and all other necessary materials. 1. Toilet tissue dispensers. 2. Shower and tub curtain rods. 3. Surface-mounted medicine cabinets with mirrors. 4. Robe hooks. 5. Towel bars. PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. B. Provide concealed wood blocking as required to receive and support future grab bars at every toilet, tub and shower. ***END OF SECTION 10 2800*** FIRE EXTINGUISHERS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-4400-FIRE EXTINGUISHERS.DOCX (PRINTED 6.13.2019) FIRE EXTINGUISHERS 10 4400 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes fire extinguishers. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 EXTINGUISHER A. Multi-purpose (MP2½), 1A-10B:C, with bracket recommended by manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Strictly follow manufacturer’s written instructions. B. Install in locations and at mounting heights indicated or, if not indicated, conspicuously near kitchens, at heights acceptable to authorities having jurisdiction. C. Install extinguishers just prior to Substantial Completion. ***END OF SECTION 10 4400*** POSTAL SPECIALTIES STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-5500-POSTAL SPECIALTIES.DOCX (PRINTED 6.13.2019) POSTAL SPECIALTIES 10 5500 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes USPS-approved cluster box units (CBUs). 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each unit. 1. Include identification sequence for compartments. Custom numbering to be determined in consultation with Owner. B. Final USPS local postmaster approval for installed postal specialties to be served by USPS. C. Key Blanks: 5 for every lock, for each type of compartment-door lock installed. PART 2 - PRODUCTS 2.1 USPS-APPROVED CLUSTER BOX UNITS (CBUs) A. General: Consisting of multiple compartments enclosed within freestanding, pedestal-mounted enclosure. Provide access to compartments for distributing incoming mail from front of unit by unlocking master lock and swinging pair of side-hinged master doors to provide accessibility to entire group of compartments. Provide access to each compartment for removing mail by swinging compartment door. 1. Comply with USPS-B-1118F and USPS-STD-4C. 2. Basis-of-Design Product: Subject to compliance with requirements, provide Model 3413D-12 by Salsbury Industries (www.mailboxes.com). a. 12 compartments (MB1) b. 2 parcel lockers. c. ADA-compliant B. Compartment Enclosure: Fabricated from aluminum sheet with aluminum mounting pedestal and weather- protection hood, C. Compartment Doors and Frames: Fabricated from one-piece extruded aluminum or aluminum sheet. Equip each compartment door with lock, tenant identification, and concealed, full-length, flush hinge on one side. Provide outgoing mail slot with weather protection flap. 1. Tenant Identification: Apartment number (U.N.O.) engraved into face or applied into recess of compartment door. 2. Compartment-Door Locks: Comply with USPS-L-1172C, PSIN O910, for locks and keys, or equivalent as approved by USPS; with 10 keys for each compartment door. Key each compartment differently. 3. Parcel-Locker-Door Locks: Two-key security system in which control key provides access to parcel-locker key, which opens compartment and is retained once opened. D. Pedestal: Aluminum, with same finish as compartment enclosure and attached with theft-resistant fasteners. E. Exposed Aluminum Finish: Finish surfaces exposed to view with powder-coated finish in color as selected by Architect from manufacturer's full range of colors. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions for compliance with requirements for roughing-in openings, clearances, and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Install postal specialties level and plumb, according to manufacturer's written instructions and roughing-in drawings. POSTAL SPECIALTIES STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-5500-POSTAL SPECIALTIES.DOCX (PRINTED 6.13.2019) 1. Where dissimilar metals will be in permanent contact with each other, or where aluminum will contact grout, concrete, masonry, or wood, protect against galvanic action and corrosion by painting contact surfaces with bituminous coating or by applying other permanent separation recommended by manufacturer for this purpose. B. Arrange for USPS personnel to examine and test postal specialties served by USPS after they have been installed according to USPS regulations. Final acceptance of postal specialties served by USPS depends on compliance with USPS requirements. C. Obtain written final approval of postal specialties to be served by USPS. Obtain this approval from USPS postmaster that authorizes mail collection for the served installation. ***END OF SECTION 10 5500*** ALUMINUM CANOPIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-7316-ALUMINUM CANOPIES.DOCX (PRINTED 6.13.2019) ALUMINUM CANOPIES 10 7316 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes roll-formed aluminum overhead hanger rod style canopies. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each unit. B. Shop Drawings: Showing structural component locations/positions specific to this project, material dimensions, flashing and details of construction and assembly. C. Stamped calculations signed and sealed by an engineer licensed in the State of New York. PART 2 - PRODUCTS 2.1 CANOPIES A. Provide all-aluminum canopies with concealed drainage and hanger rods. 1. Decking consisting of interlocking aluminum panels, 0.040” aluminum. 2. Intermediate framing members shall be extruded aluminum, alloy 6063-T6. 3. Fascia shall be extruded aluminum, 8" J style. 4. Finish: 2-coat Kynar, color selected by Architect. 5. Drainage scupper shall be located on one side, as directed by Architect. B. Basis of Design: Provide Lumishade canopies, by Mapes Canopies (https://mapescanopies.com/) PART 3 - EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Field Measurements: Verify actual locations of walls and other construction contiguous with canopies by field measurements before fabrication. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install in strict accordance with manufacturer's written instructions. ***END OF SECTION 10 7316*** MISCELLANEOUS SPECIALTIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-9999-MISCELLANEOUS SPECIALTIES.DOCX (PRINTED 6.13.2019) MISCELLANEOUS SPECIALTIES 10 9999 PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. “Knox’ box. 2. Bicycle hangers. 1.2 SUBMITTALS A. Product Data: For each type of product. B. Shop drawings, showing installation details and mounting heights. PART 2 - PRODUCTS 2.1 ‘KNOX’ BOX A. Basis of Design: KnoxBox 3200 Series. 1. Standard capacity (up to 10 keys). 2. Surface mounted, #3262, or Recessed, #3275. 3. In the Ithaca area, they must be purchased from the Ithaca Fire Department. 2.2 BICYCLE HANGERS A. Basis of Design: Everbilt #01221 coated heavy-duty steel wall-mounted hanger. B. Provide recessed mount anchor points, equal to Keeper #89253. PART 3 - EXECUTION 3.1 INSTALLATION A. All products specified above shall be installed in strict accordance with their respective manufacturer’s written instructions. ***END OF SECTION 10 9999*** RESIDENTIAL APPLIANCES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-11-3100-RESIDENTIAL APPLIANCES.DOCX (PRINTED 6.13.2019) RESIDENTIAL APPLIANCES 11 3100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Cooking ranges 2. Microwave oven-exhaust hood combination units 3. Refrigerator/Freezer units 4. Dishwashers 5. Clothes washers and dryers PART 2 - PRODUCTS 2.1 GENERAL A. Owner to select appliances (paid for by Allowance). B. Contractor to deliver, install, and provide all necessary materials and accessories. C. Provide electrical appliances listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 2.2 BASIS OF DESIGN A. Appliances listed in PART 4 are included for information purposes. Specific models may change. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances, power connections, and other conditions affecting installation and performance of residential appliances. 1. Coordinate with plumbing, mechanical and electrical Contractors and Subcontractors. 2. Locate appliances so their doors can open as far as possible. If doors are reversible, install to provide the maximum ease of operation. B. Strictly follow manufacturer’s written installation instructions. C. On completion of installation, clean interior and exterior surfaces as recommended by manufacturer. PART 4 - SCHEDULE Appliance Model Description Refrigerator/Freezer GE – GBE21DSKSS (Approx. 30Wx35Dx70H inches) 21 CF total capacity with ice maker, reversible door, stainless steel. Bottom freezer with swing door. Range/Oven GE – JS760SLSS (Approx. 30Wx29Dx36H inches) Smooth black surface, with self-cleaning 4.4 CF convection oven. Digital controls and display in front of heat elements, Microwave/Hood GE – JNM3161MFSA (Approx. 30Wx16Dx17H inches) 1.6 CF over-the-range unit, stainless steel, electronic touch pad. 2-speed, 300-CFM system – Provide rigid metal venting ducts and wall caps. Dishwasher GE – DDT595SSJSS (Approx. 24Wx24Dx35H inches) 48 decibel, stainless steel exterior and tub, with hard food disposer, nylon racks, electronic controls on top. Energy Star Certified. Clothes washer GE - GFWN1600JWW (Approx. 27Wx34Dx40H inches) 4.3 CF, stackable front-load washer, white exterior, stainless steel tub. Energy Star Certified. Clothes dryer GE - GFDN160EJWW (Approx. 27Wx33Dx40H inches) 7.5 CF, stackable front load dryer, compatible with clothes washer. White exterior, polyester-painted steel drum, reversible door. ***END OF SECTION 11 3100*** RESIDENTIAL CASEWORK STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-12-3200-RESIDENTIAL CASEWORK.DOCX (PRINTED 6.13.2019) RESIDENTIAL CASEWORK 12 3200 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes manufactured wood-veneer-faced cabinets (and countertops) of stock design. 1.3 SUBMITTALS A. Shop Drawings: submit kitchen shop drawings, showing casework as well as appliances. 1. Show concealed framing, blocking, and reinforcements that support casework. PART 2 - PRODUCTS 2.1 CABINETS A. Owner to select cabinets and hardware (paid for by Allowance). B. Contractor to deliver, install, and provide all necessary materials and accessories. 1. Coordinate with residential appliances and work of other trades. PART 3 - EXECUTION 3.1 GENERAL A. Do not deliver or install casework until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. B. Locate concealed framing, blocking, and reinforcements that support casework by field measurements before being enclosed, and indicate measurements on Shop Drawings. C. Protect casework from damage during construction operations. D. Install hardware uniformly and precisely. Set hinges snug and flat in mortises unless otherwise indicated. Adjust and align hardware so moving parts operate freely and contact points meet accurately. Allow for final adjustment after installation. E. Strictly follow manufacturer's written installation instructions. ***END OF SECTION 12 3200***